BCWPA_CNT2_DRAFT_PLANS_39of46.pdf
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- Solicitation number
- W912EP24Z0002
About this file
This document provides details for a federal contract opportunity for construction services. The U.S. Army Corps of Engineers Engineering District Jacksonville is soliciting proposals for the Comprehensive Everglades Restoration Plan Broward County Water Preserve Areas Contract 2 project. Services required include construction of C-11 Impoundment and Mitigation Area A located in Broward County, Florida. The solicitation number is W912EP24Z0002 and the opportunity type is a Special Notice. No pricing terms, response dates, or award dates are included in this document. It references an attached 14MB file containing project plans but does not provide any other salient details regarding the required products or services.
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TYPICAL CROSS SECTION 4 - D-511 STA 122+00 TO STA 145+00
A1
5.0'5.0'
PVC PIPE
12" PERFORATED
EXISTING GRADE
C33 SAND
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 D
EMBANKMENT FILL
INSPECTION ROAD
SEE SHEET CZ0017
CHIMNEY AND BLANKET DRAIN
AGGREGATE
W/SURFACE
ROAD
ACCESS
SLOPE
VEGETATED
6" TOPSOIL/
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
3H:1V
7.0'7.0'51.0'16.0'12.4'7.3'90.8'90.8'14.0'
BENTONITE AMENDED SOIL
SLURRY WALL, SEE SHEET CZ0027
SLOPE, SEE NOTE 10 (TYP)
6" TOPSOIL/VEGETATED CANAL
-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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the signature must be verified signed and sealed and document are not considered
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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
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GENERAL NOTES
EL. 5.6EL. 5.6
EL. -23.0
EL 9.5
ROAD
C-511 CANAL D-511 EMBANKMENT
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
RESERVOIR NFSL EL 8.5
RESERVOIR MFSL EL 13.14
OUTSIDE CREST EL 18.8
3H:
1V
3H:1V
3H:
1V
3H:1V
2% 2%2%
2%2%
1%
2%
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 CZ0027 AND CZ0028 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.
5. SEE SHEET CZ0018 FOR EMBANKMENT TOE AND INSPECTION ROAD DETAILS.
4. SEE SHEET CZ0017 FOR CHIMNEY AND BLANKET DRAIN DETAILS.
CONSTRUCTION.
VARY IN THE FIELD DEPENDING ON CONDITIONS ENCOUNTERED DURING
SHOWN WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTHS MAY
CONSTRUCTION. CUTOFF TRENCH TO TERMINATE AT TOP OF ROCK. DEPTHS
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
CZ0021
C1
CZ0001
F6
CZ0021
E1DRAFT
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TYPICAL CROSS SECTION 8 - D-511 EMBANKMENT STA. STA. 267+93 TO STA. 310+53
E1
5.0'5.0'
5.0'5.0'
SLOPE
VEGETATED
6" TOPSOIL/
EXISTING GRADE
EXISTING GRADE
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
INSPECTION ROAD
SEE SHEET CZ0017
CHIMNEY AND BLANKET DRAIN.
SOIL-CEMENT. SEE SHEET CZ0017
(THICKNESS VARIES; SEE SHEET CZ0018)
BEDDING STONE TYPE E
EMBANKMENT FILL
NOTE 7 THIS SHEET
SEE GENERAL
AGGREGATE SURFACING
ACCESS ROAD WITH
SLOPE
VEGETATED
6" TOPSOIL/
LOW POINT EL 6.5
DRAINAGE DITCH
16.0'42.6'
INSPECTION ROAD
SEE SHEET CZ0017
CHIMNEY AND BLANKET DRAIN.
SOIL-CEMENT. SEE SHEET CZ0017
(THICKNESS VARIES; SEE SHEET CZ0018)
BEDDING STONE TYPE E
EMBANKMENT FILL
SURFACING
AGGREGATE
ROAD WITH
ACCESS
16.0'42.6'
121.0'
3H:1V 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
INSPECTION ROAD
SEE SHEET CZ0027
CHIMNEY AND BLANKET DRAIN.
SOIL-CEMENT. SEE SHEET CZ0017
(THICKNESS VARIES; SEE SHEET CZ0018)
BEDDING STONE TYPE E
EMBANKMENT FILL
NOTE 7 THIS SHEET
SEE GENERAL
AGGREGATE SURFACING
ACCESS ROAD WITH
SLOPE
VEGETATED
6" TOPSOIL/
LOW POINT EL 6.5
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'
SEE SHEET CZ0027
SLURRY WALL,
2.5'
BENTONITE AMENDED SOIL
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
SEE NOTE 4
CUTOFF TRENCH
SEE NOTE 4
CUTOFF TRENCH
7.0'7.0'
142.7'
138.5'
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-20 -20
0 0
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60 60
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P /L
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-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 80 100 120
-20 -20
0 0
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60 60
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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
O U
N T
Y
F L
O R
ID
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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
2H:1V 2H :1V
3H:1V
2.5H:1V 2.5 H:1
V
3H:
1V
2H:1V 2H :1V
3H:1V 2%2%
2%2%
2%
2% 1%
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% 1%
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
EL 6.0
(TYP)
(TYP)
(TYP)
1%
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 CZOO26 AND CZ0028 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.
6. SEE SHEET CZ0018 FOR EMBANKMENT TOE AND INSPECTION ROAD DETAILS.
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
CONSTRUCTION.
MAY VARY IN THE FIELD DEPENDING ON CONDITIONS ENCOUNTERED DURING
SHOWN WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTHS
CONSTRUCTION. CUTOFF TRENCH TO TERMINATE AT TOP OF ROCK. DEPTHS
3. MUCK MATERIAL MUST BE REMOVED PRIOR TO EMBANKMENT
SPECIFICATION 00 31 32.
VARY IN THE FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS
AND WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY
2. PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE
DITCH INVERT ELEVATIONS.
SEE PLAN AND PROFILE SHEETS CF0006 THROUGH CF0020 FOR ACCESS ROAD 1.
CZ0021
E1
CZ0021
C1
CZ0021
C1
CZ0021
C1
CZ0021
E1
CZ0021
E1
CZ0001
F6
CZ0001
F6
CZ0001
F6 DRAFT
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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
INSPECTION ROAD
SEE SHEET CZ0022
CHIMNEY AND BLANKET DRAIN.
SOIL-CEMENT. SEE SHEET CZ0017
(THICKNESS VARIES; SEE SHEET CZ0018)
BEDDING STONE TYPE E
EMBANKMENT FILL
NOTE 5 THIS SHEET
SEE GENERAL
INSPECTION ROAD
6" THICK SOIL-CEMENT
3H:1V
7.0'7.0'20.9'16.0'25.5'6.5'6.5'
16.0'42.6'
3H:1V
INSPECTION ROAD
SEE SHEET CZ0022
CHIMNEY AND BLANKET DRAIN
SOIL-CEMENT. SEE SHEET CZ0017
(THICKNESS VARIES; SEE SHEET CZ0018)
BEDDING 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
INSPECTION ROAD
6" THICK SOIL-CEMENT
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
CUTOFF TRENCH SEE NOTE 4
CUTOFF TRENCH SEE NOTE 4
CUTOFF TRENCH SEE NOTE 4
DRAIN. SEE SHEET CZ0022
CHIMNEY AND BLANKET
CUTOFF TRENCH SEE NOTE 4
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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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IV
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-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
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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
2H:1V 2H :1V
3H:1V
3H:
1V
3H:
1V
2H :1V
2H: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)
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.
6. SEE SHEET CZ0018 FOR EMBANKMENT TOE AND INSPECTION ROAD DETAILS.
CONSTRUCTION (TYP).
LEVEE CONSTRUCTION. BACKFILL WITH MUCK AFTER EMBANKMENT OR LEVEE
ZONE OF ADDITIONAL MUCK EXCAVATION TO FACILITATE EMBANKMENT OR 5.
DRAIN DETAILS FOR D-511A EMBANKMENT.
4. SEE SHEET CZ0022 FOR EMBANKMENT DETAILS AND CHIMNEY AND BLANKET
FIELD DEPENDING ON CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTHS MAY VARY IN THE
CUTOFF TRENCH TO TERMINATE AT TOP OF ROCK. DEPTHS SHOWN WERE
3. MUCK MATERIAL MUST BE REMOVED PRIOR TO EMBANKMENT CONSTRUCTION.
31 32.
THE FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS SPECIFICATION 00
WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY VARY IN
2. PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE AND
NO CONSTRUCTION WITHIN THE ESA BOUNDARY. SEE C-0003 FOR LOCATION.1.
CZ0022
D1
CZ0022
C1
CZ0022
F1
CZ0022
F1
CZ0021
E1
CZ0021
E1
CZ0021
E1
CZ0021
E1
CZ0001
F6
CZ0001
F6
CZ0001
F6
DRAFT
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CF0038
T B
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A P
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S
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A N
5.4'
5.4'
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 601+70 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 900+00 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'
-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%
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-20 -20
0 0
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40 40
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U .S
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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
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P O
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D M
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T A
N D
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W A
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R V
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O J E
C T
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P R
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IV
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S R
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T O
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IO
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W
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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
3H:1 V
L-511 LEVEE C-511 CANAL
EL -2.5
3H:
1V
3H:
1V
3H:1V 3H:
1V
3H:1V 3H:
1V
2% 2%
1%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.
FOR GRADING OF THE AREA PRIOR TO TYPICAL SECTION 13, SEE CF0024 & CF0031.4.
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
F6DRAFT
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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
-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
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US Army Corps
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
C T
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L-512 LEVEEC-512 CANAL
GENERAL NOTES
EL 7.3
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
3H:
1V
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 DRAFT
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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' 6.24'
14'
D-511 EMBANKMENT
EXISTING GRADE
154.3'
16'
154.3'
8.7'
2.88'
16' 14'
D-511 EMBANKMENT
GRADE
EXISTING
3H:1V 3H:1V 3H:1V
D-511 EMBANKMENT
GRADE
EXISTING
159.32'
24'
22'
36.69'
9.84'
AND EMBANKMENT DETAILS (TYP)
SEE SHEET CZ0017 FOR CUTOFF TRENCH
3H:1V
19'
3H:1V
24'
NOTE 4)
EL 0.5 (SEE
ARMORING
CANAL
TOP OF
SEE GENERAL NOTES 1 - 3 (TYP)
SURFACE PREPARATION
24'
SEE DETAIL C2 SHEET CZ0018
WAVE BREAK RIB PROTECTION,
-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
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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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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
F
IN
A
L S
U B
M
IT
T A
L S
E P
T E
M B
E R
N
O T
F O
R C
O N
S T
R U
C T
IO
N
(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:1V1%2% 3H:
1V
5.3% 1%2%2%
3H:1V 3H:
1V
2%
2% 2% 3H:
1V
2%
3H:1V
2% 3H:
1V
C-11 IMPOUNDMENT (TYP)
AREA "A"
MITIGATION
C-511 CANAL (TYP)
3H:1V 3H:
1V
3H:
1V
2%2% 2%
2%
1%
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
:5
:3
P
M
/2
/2
REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.4.
DRAINAGE FEATURES.
SURFACE PREPARATION ELEVATION SHOWN WILL BE REQUIRED TO INSTALL THE
EMBANKMENT DRAINAGE FEATURES. ADDITIONAL EXCAVATION BELOW THE
SEE TYPICAL SECTIONS ON CF0034 THROUGH CF0037 FOR INTERNAL 3.
DEPENDING ON CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY VARY IN THE FIELD
2. CUTOFF TRENCH TO TERMINATE AT TOP OF ROCK. TRENCH DEPTH SHOWN WAS
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.
DRAFT
k3endlml Rectangle k3endlml Rectangle
CF0041
-1
I
M P
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N T
S H
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A P
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W W
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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' 2.14'
22'
14'
D-511 EMBANKMENT
19'
3H:1V 16'
(SEE NOTE 4)
ARMORING EL 0.5
TOP OF CANAL
154.3'
14'
16'
D-511 EMBANKMENT
8.7' 16' 20.96' 24'
3H:1V
EMBANKMENT
D-511
GRADE
EXISTING
24'
154.3'
16'
14'
8.7' 16'
AND EMBANKMENT DETAILS (TYP.)
SEE SHEET CZ0017 FOR CUTOFF TRENCH
3H:1V
SEE GENERAL NOTES 1 - 3 (TYP)
SURFACE PREPARATION
GRADE
EXISTING
GRADE
EXISTING
SEE DETAIL C2 SHEET CZ0018
WAVE BREAK RIB PROTECTION,
-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
.3
.8
.8
.8
.7
.1
.8
.3
.5
.0
.5
-2
.3
.7
.7
.7
-2 .5
.3
.3
.9
.3
.9
-2
.3
.3
.2
.6
.0
.8
.0
.5
.0
.8
.8
.8
.9
.8
.0
.0
.0
.8
.8
.5
.9
.8
.0
.8
.8
.8
.8
.8
.7
.1
.8
.3
.5
.0
.5
.8
(1
.0
.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
.9
.6
.0
.3
.7
-2 .5
.3
.7
.3
.7
.3
.7
-2 .5
.3
.3
.9
.3
.9
-2
.3
.3
.2
.6
.0
.8
.0
.5
.0
.3
.6
.8
.9
.1
.8
.5
.9
.1
.9
.1
.4
.3
.6
.0
.6
.3
.3
.0
.3
.9
.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
-2
.3
.7
.6
.0
.8
.0
.5
.0
.3
.6
.9
.9
.8
.9
.5
.9
.8
.8
.8
.4
.3
.6
.6
.9
.9
.2
.9
.7
S O
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A
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D B
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C O
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D
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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
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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
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C
K S
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V
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/2
/2
/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
F
IN
A
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U B
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IT
T A
L S
E P
T E
M B
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N
O T
F O
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O N
S T
R U
C T
IO
N
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 1% 3H:
1V 2%
MITIGATION AREA "A"
SOUTHWEST 26TH STREET
L-511 LEVEE/RAISED
C-11 IMPOUNDMENT
2%
3H:
1V 3H:1V
2%
3H:
1V
1% 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
1% 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
4'
REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.4.
DRAINAGE FEATURES.
SURFACE PREPARATION ELEVATION SHOWN WILL BE REQUIRED TO INSTALL THE
EMBANKMENT DRAINAGE FEATURES. ADDITIONAL EXCAVATION BELOW THE
3. SEE TYPICAL SECTIONS ON CF0034 THROUGH CF0037 FOR INTERNAL
DEPENDING ON CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY VARY IN THE FIELD
2. CUTOFF TRENCH TO TERMINATE AT TOP OF ROCK. TRENCH DEPTH SHOWN WAS
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:
1VDRAFT
k3endlml Rectangle k3endlml Rectangle
CF0042
-1
I
M P
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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'
7.26' 16' 14'
14'
17'
EXISTING GRADE
3H:1V
10'
155.3'
14'
171.25'
0.7' 22' 8'
14'
16'
D-511 EMBANKMENT
EXISTING GRADE
3H:1V
132.38'
14'
171.25'
14.21' 22'
9.84'
14'
16'
D-511 EMBANKMENT
GRADE
EXISTING
3H:1V
AND EMBANKMENT DETAILS (TYP.)
SEE SHEET CZ0017 FOR CUTOFF TRENCH
(SEE NOTE 4)
ARMORING EL -18
TOP OF CANAL
(SEE NOTE 4)
ARMORING EL -20.5
TOP OF CANAL
NOTE 4)
EL -4.45 (SEE
ARMORING
CANAL
TOP OF
3H:1V3H:1V
3H:1V 3H:1V
3H:1V
1%
3H:1V
SEE GENERAL NOTES 1 - 3 (TYP)
SURFACE PREPARATION
SEE DETAIL C2 SHEET CZ0018
WAVE BREAK RIB PROTECTION,
-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
.6
.5
.1
.0
-6
.7
.2
.8
.6
.0
.8
.0
.5
.0
.3
.6
.9
.9
.3
.3
.5
.9
.3
.4
.3
.4
.3
.6
.0
.6
E X
P /L
-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
.9
.8
.9
.3
.0
.6
.9
-2
.0
.2
.3
.5
.6
.6
-2
.0
.2
.9
.7
.6
.0
.0
.4
.9
.9
.8
.0
.0
.4
.5
.9
.5
.0
.3
.6
.0
.4
.3
.6
.0
.6
E X
P /L
-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120
-20 -20
0 0
20 20
40 40
60 60
-2
.0
.2
.6
.3
.8
.9
.3
.0
.6
.9
-2
.0
.2
.3
.5
.6
.6
-2
.0
.2
.5
.9
.6
.0
.0
.4
.8
.9
.8
.0
.0
.4
.5
.9
.5
.0
.3
.7
.0
.4
.3
.7
.4
.5
.0
.8
E X
P /L
S O
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B Y
D R
A W
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
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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
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A M
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D R
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IN
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D A
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A N
S I
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W
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m lu h
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/2
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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
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P
W E
P R
C O
N T
R A
C T
F
IN
A
L S
U B
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T A
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E P
T E
M B
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N
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F O
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O N
S T
R U
C T
IO
N
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% 1% 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% 1%
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.4.
DRAINAGE FEATURES.
SURFACE PREPARATION ELEVATION SHOWN WILL BE REQUIRED TO INSTALL THE
EMBANKMENT DRAINAGE FEATURES. ADDITIONAL EXCAVATION BELOW THE
3. SEE TYPICAL SECTIONS ON CF0034 THROUGH CF0037 FOR INTERNAL
DEPENDING ON CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY VARY IN THE FIELD
2. CUTOFF TRENCH TO TERMINATE AT TOP OF ROCK. TRENCH DEPTH SHOWN WAS
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 IMPOUNDMENTDRAFT
k3endlml Rectangle k3endlml Rectangle
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
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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'
7.26' 16' 7.78'
14'
16'
D-511 EMBANKMENT
EXISTING GRADE
3H:1V
171.25'
16'
14'
19.89'16'2.68'
D-511 EMBANKMENT
24'
10'
EXISTING GRADE
155.3'
3H:1V
EXISTING GRADE
D-511 EMBANKMENT
155.3'
171.25'
7.26'
16' 20'
14'
16' 14'
10'
AND EMBANKMENT DETAILS (TYP)
SEE SHEET CZ0017 FOR CUTOFF TRENCH
3H:1V
(SEE NOTE 4)
ARMORING EL -18
TOP OF CANAL
(SEE NOTE 4)
ARMORING EL -20.5
TOP OF CANAL
(SEE NOTE 4)
ARMORING EL -18
TOP OF CANAL
1%
3H:1V
3H:1V
3H:1V
3H:1V
SEE GENERAL NOTES 1 - 3 (TYP)
SURFACE PREPARATION
SEE DETAIL C2 SHEET CZ0018
WAVE BREAK RIB PROTECTION,
-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
.6
.3
.8
.9
.3
.0
.6
.9
-2
.0
.2
.3
.5
.6
.6
-2
.0
.2
.8
.9
.6
.0
.0
.4
.9
.8
.0
.4
.9
.5
.0
.3
.6
.4
.3
.6
.0
.6
E X
P /L
.8
(5
.6
.3
(8
.9
.9
(9
.5
.6
(5
.6
-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
.6
.8
.8
.3
.0
.6
.9
-2
.0
.2
.3
.5
.6
.6
-2
.0
.2
.4
.6
.6
.0
.9
.4
.9
.0
.8
.0
.5
.9
.5
.0
.3
.6
.9
.4
.3
.6
.0
.6
E X
P /L
-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
.3
.6
.2
.6
.2
-2
.0
.4
.6
.6
.6
-2
.0
.4
.6
.0
.9
.4
.9
.8
.0
.9
.2
.9
.5
.0
.6
.9
.5
.6
.0
.6
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P /L
E X
P /L
.1
(5
.2
.2
(5
.8
S O
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D B
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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
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O R
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O F
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IN
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IL
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/2 n te c T
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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
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A R
E A
A
B R
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A R
D C
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N T
Y W
A T
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P R
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V E
A R
E A
S P
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J E
C T
C O
M P
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H E
N S
IV
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G L
A D
E S
R E
S T
O R
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
F
IN
A
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U B
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IT
T A
L S
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T E
M B
E R
N
O T
F O
R C
O N
S T
R U
C T
IO
N
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
1%
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
1% 3H:
1V
2%
2%
2%
3H:1V 3H:
1V
2.5 H:1
V
REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.4.
DRAINAGE FEATURES.
SURFACE PREPARATION ELEVATION SHOWN WILL BE REQUIRED TO INSTALL THE
EMBANKMENT DRAINAGE FEATURES. ADDITIONAL EXCAVATION BELOW THE
3. SEE TYPICAL SECTIONS ON CF0034 THROUGH CF0037 FOR INTERNAL
DEPENDING ON CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY VARY IN THE FIELD
2. CUTOFF TRENCH TO TERMINATE AT TOP OF ROCK. TRENCH DEPTH SHOWN WAS
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.
CANAL C/3
EXISTING
DRAFT
k3endlml Rectangle k3endlml Rectangle
CF0044
-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
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T
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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 60+00.00
C-11 IMPOUNDMENT CROSS SECTION 65+00.00
C-11 IMPOUNDMENT CROSS SECTION 70+00.00
D-511 EMBANKMENT
EXISTING GRADE
184.4'
16'
14'
7.26' 16' 12.68'
181.6'
10'
14'
D-511 EMBANKMENT
24'
16' 14'
10'
181.6'
22' 18.68'
EXISTING GRADE
181.6'
7.26' 16' 21.32'
14'
16'
D-511 EMBANKMENT
14'
EXISTING GRADE
AND EMBANKMENT DETAILS (TYP)
SEE SHEET CZ0017 FOR CUTOFF TRENCH
3H:1V
3H:1V
3H:1V
3H:1V
3H:1V
184.4'
10'
184.4'
3H:1V
SEE GENERAL NOTES 1 - 3 (TYP)
SURFACE PREPARATION
(SEE NOTE 4)
ARMORING EL -18
TOP OF CANAL
(SEE NOTE 4)
ARMORING EL -18
TOP OF CANAL
(SEE NOTE 4)
ARMORING EL -18
TOP OF CANAL
-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
.3
.6
.2
-2
.0
.4
.6
.6
-2
.0
.4
.6
.0
.7
.4
.9
.8
.0
.7
.7
.5
.9
.5
.0
.7
.0
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(5
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.9
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.7
(8
.7
65+00
-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
.8
.2
.6
.2
.6
.2
-2
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.4
.6
.6
.6
.6
-2
.0
.4
.6
.8
.1
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.0
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.4
.9
.8
.0
.5
.9
.3
.0
.3
.0
.7
.0
.3
.0
.0
.3
.0
P R
R /W
E X
P /L
-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
-2
.0
.4
.6
.3
.6
.2
-2
.0
.4
.6
.6
-2
.0
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S O
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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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F
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U s e r:
m lu h
/2
/2
/2
/2
/2
/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
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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
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J E
C T
C O
M P
R E
H E
N S
IV
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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
F
IN
A
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U B
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IT
T A
L S
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M B
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N
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F O
R C
O N
S T
R U
C T
IO
N
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
C-11 IMPOUNDMENT
(TYP)
CANAL
C-511
3H:1V 3H:
1V
2%
3H:
1V
2%
3H:1V2%
3H:
1V1%
2%
C-11 IMPOUNDMENT
C-11 IMPOUNDMENT
3H:1V 3H:
1V
2%
2%
2% 3H:1V
3H:
1V
3H:
1V
2%
3H:1V
3H:
1V
2%
3H:1V
1% 3H:
1V
2% 3H:
1V
2%
2%
GENERAL NOTESGENERAL NOTES
CF0009
D1
CF0009
D1
CF0009
D1
REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.4.
DRAINAGE FEATURES.
SURFACE PREPARATION ELEVATION SHOWN WILL BE REQUIRED TO INSTALL THE
EMBANKMENT DRAINAGE FEATURES. ADDITIONAL EXCAVATION BELOW THE
3. SEE TYPICAL SECTIONS ON CF0034 THROUGH CF0037 FOR INTERNAL
DEPENDING ON CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY VARY IN THE FIELD
2. CUTOFF TRENCH TO TERMINATE AT TOP OF ROCK. TRENCH DEPTH SHOWN WAS
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.
CANAL C/3
EXISTING
CANAL C/3
EXISTING
CANAL C/3
EXISTING
DRAFT
k3endlml Rectangle k3endlml Rectangle
CF0045
-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 75+00.00
C-11 IMPOUNDMENT CROSS SECTION 80+00.00
C-11 IMPOUNDMENT CROSS SECTION 85+00.00
EXISTING GRADE
16'
14'
7.26' 16' 15.32'
10'
181.6'
14'
181.6'
7.26' 16' 9' 16'
D-511 EMBANKMENT
14'
10'
EXISTING GRADE
16'
14'
D-511 EMBANKMENT
7'16'7.26'
10'
181.67'
14'
EXISTING GRADE
AND EMBANKMENT DETAILS (TYP)
SEE SHEET CZ0017 FOR CUTOFF TRENCH
14'
3H:1V
3H:1V
3H:1V
184.4'
184.48'
184.03'
3H:1V
3H:1V
3H:1V
(SEE NOTE 4)
ARMORING EL -18
TOP OF CANAL
(SEE NOTE 4)
ARMORING EL -18
TOP OF CANAL
(SEE NOTE 4)
ARMORING EL -18
TOP OF CANAL
SEE GENERAL NOTES 1 - 3 (TYP)
SURFACE PREPARATION
-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
.3
.6
.2
-2
.0
.4
.6
.6
-2
.0
.4
.6
.0
.2
.4
.9
.8
.0
.2
.0
.5
.9
.5
.0
.2
.7
.3
.6
.0
.6
E X
P /L
.7
(5
.3
.2
.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
.3
.6
.2
-2
.0
.4
.6
.6
-2
.0
.4
.6
.0
.2
.4
.8
.9
.8
.0
.2
.0
.5
.9
.5
.0
.2
.7
.3
.6
.0
.6
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P /L
.2
(5
.8
.7
(5
.3
-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
-2
.0
.4
.6
.3
.6
.2
.6
.2
-2
.0
.4
.6
.6
-2
.0
.4
.6
.0
.4
.8
.9
.8
.0
.7
.5
.9
.5
.0
.0
.3
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.0
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S O
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N N
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C O
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N 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
E E
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F
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A M
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D R
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D A
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A N
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U s e r:
m lu h
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/2
/2
/2
/2
/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
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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
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F
IN
A
L S
U B
M
IT
T A
L S
E P
T E
M B
E R
N
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F O
R C
O N
S T
R U
C T
IO
N
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
C-11 IMPOUNDMENT
C-11 IMPOUNDMENT
C-11 IMPOUNDMENT
2%
2%
2%
3H:1V 3H:
1V
2%
3H:1V
2%
3H:
1V
2%
3H:
1V
1%
3H:1V
3H:
1V
2%
3H:1V
2%
3H:
1V
2%
3H:
1V
1%
2%
3H:1V3H:
1V
2%2%
2%
3H:
1V
1%
3H:
1V
3H:1V
GENERAL NOTESGENERAL NOTES
CF0010
D1
CF0010
D1
CF0010
D1
(TYP)
CANAL
C-511
REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.4.
DRAINAGE FEATURES.
SURFACE PREPARATION ELEVATION SHOWN WILL BE REQUIRED TO INSTALL THE
EMBANKMENT DRAINAGE FEATURES. ADDITIONAL EXCAVATION BELOW THE
3. SEE TYPICAL SECTIONS ON CF0034 THROUGH CF0037 FOR INTERNAL
DEPENDING ON CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY VARY IN THE FIELD
2. CUTOFF TRENCH TO TERMINATE AT TOP OF ROCK. TRENCH DEPTH SHOWN WAS
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.
CANAL C/3
EXISTING
CANAL C/3
EXISTING
CANAL C/3
EXISTING
DRAFT
k3endlml Rectangle k3endlml Rectangle
CF0046
-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
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 90+00.00
C-11 IMPOUNDMENT CROSS SECTION 95+00.00
C-11 IMPOUNDMENT CROSS SECTION 100+00.00
EXISTING GRADE
D-511 EMBANKMENT
16'
14'
22' 12.7'
10'
181.6'
10'
181.6'
14'
16'18.74'
D-511 EMBANKMENT
EXISTING GRADE
10'
181.6'
7.26' 16' 21.26'
14'
16'
D-511 EMBANKMENT
EXISTING GRADE
AND EMBANKMENT DETAILS (TYP)
SEE SHEET CZ0017 FOR CUTOFF TRENCH
184.4'
184.47'
184.41'
7.26' 16'
3H:1V
3H:1V
3H:1V
14'
14'
14'
3H:1V
3H:1V
3H:1V
(SEE NOTE 4)
ARMORING EL -18
TOP OF CANAL
(SEE NOTE 4)
ARMORING EL -18
TOP OF CANAL
(SEE NOTE 4)
ARMORING EL -18.0
TOP OF CANAL
SEE GENERAL NOTES 1 - 3 (TYP)
SURFACE PREPARATION
SEE DETAIL C2 SHEET CZ0018
WAVE BREAK RIB PROTECTION,
-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
-2
.0
.4
.6
.6
-2
.0
.4
.6
.0
.7
.4
.9
.8
.0
.7
.7
.5
.9
.5
.0
.7
.0
.3
.6
.0
.6
E X
P /L
.2
(5
.5
.2
(5
.8
-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
.4
.3
.8
.2
.6
.2
.6
.2
-2
.0
.4
.6
.6
.6
-2
.0
.4
.7
.6
.6
.0
.7
.4
.8
.9
.8
.0
.7
.9
.5
.0
.3
.6
.7
.0
.3
.6
.0
.6
-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
-2
.0
.4
.3
.8
.2
.6
.2
.6
.2
-2
.0
.4
.6
.6
.6
-2
.0
.4
.4
.4
.6
.0
.2
.4
.8
.9
.8
.0
.2
.0
.5
.9
.5
.0
.3
.6
.2
.7
.3
.6
.0
.6
S O
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N N
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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
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O R
P S
O F
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G
IN
E E
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F
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IN
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D A
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A N
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-2
-C -X
X X
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JA
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K S
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-C F
.d g n
U s e r:
m lu h
/2
/2
/2
/2
/2
/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
F
IN
A
L S
U B
M
IT
T A
L S
E P
T E
M B
E R
N
O T
F O
R C
O N
S T
R U
C T
IO
N
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
(TYP)
CANAL
C-511
C-11 IMPOUNDMENT
C-11 IMPOUNDMENT
C-11 IMPOUNDMENT
2%
2%
2%
3H:1V 3H:
1V
1% 3H:
1V
2%
2%
2%
3H:1V3H:
1V
3H:1V
3H:1V 3H:
1V
3H:
1V
3H:
1V
2%
2%
2%
1%
3H:1V 3H:
1V
3H:
1V
3H:
1V
3H:1V
2%
2%
2%
1%
GENERAL NOTESGENERAL NOTES
CF0010
D1
CF0011
D1
CF0011
D1
REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.4.
DRAINAGE FEATURES.
SURFACE PREPARATION ELEVATION SHOWN WILL BE REQUIRED TO INSTALL THE
EMBANKMENT DRAINAGE FEATURES. ADDITIONAL EXCAVATION BELOW THE
3. SEE TYPICAL SECTIONS ON CF0034 THROUGH CF0037 FOR INTERNAL
DEPENDING ON CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY VARY IN THE FIELD
2. CUTOFF TRENCH TO TERMINATE AT TOP OF ROCK. TRENCH DEPTH SHOWN WAS
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.
CANAL C/3
EXISTING DRAFT
k3endlml Rectangle k3endlml Rectangle
CF0047
-1
I
M P
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T
O F
C R
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S S
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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
C-11 IMPOUNDMENT CROSS SECTION 110+00.00
C-11 IMPOUNDMENT CROSS SECTION 115+00.00
29.43'
10'
181.6'
30' 8'
24'
16'
184.4'
EXISTING GRADE
35.65'
184.4'
16'
14'
D-511 EMBANKMENT
10'
181.6'
22'
11'
EXISTING GRADE
3H:1V
3H:1V 3.1H:1V
C-11 IMPOUNDMENT CROSS SECTION 105+00.00
D-511 EMBANKMENT
10'
181.59'
19'
184.4'
16'
14'
18.75'22'
AND EMBANKMENT DETAILS
SEE SHEET CZ0017 FOR CUTOFF TRENCH
3H:1V
AND EMBANKMENT DETAILS
SEE SHEET CZ0027 FOR SLURRY WALL
SLURRY WALL
(SEE NOTE 5)
ARMORING EL -20
TOP OF CANAL
(SEE NOTE 5)
ARMORING EL -18
TOP OF CANAL
(SEE NOTE 5)
ARMORING EL -18
TOP OF CANAL
TRANSITION DETAILS
SEE SHEET CZ0028 FOR SLURRY WALL
SLURRY WALL
SEE GENERAL NOTES 1 - 3 (TYP)
SURFACE PREPARATION
AND EMBANKMENT DETAILS
SEE SHEET CZ0027 FOR SLURRY WALL
-2
.0
.4
.9
.2
.2
.6
.2
-2
.0
.4
.6
-2
.0
.4
.6
.0
.5
.4
.9
.9
.8
.0
.5
.9
.9
.5
.0
.6
.8
.0
.6
.3
.1
-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
.9
.6
.2
-2
.0
.4
.6
.6
.6
.6
-2
.0
.4
.6
.0
.2
.6
.9
.9
.8
.0
.2
.6
.3
.9
.3
.0
.3
.0
.2
.6
.0
.0
.4
110+00
-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
.6
.6
.1
.6
-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
.3
.6
.8
.2
.6
.1
-2
.0
.3
.5
.6
.5
-2
.0
.3
.6
.0
.7
.4
.9
.9
.8
.0
.7
.7
.9
.5
.0
.6
.7
.0
.0
.6
.8
.8
S O
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N N
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S
IG
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D B
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S I Z
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D A
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C O
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D R
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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
E N
G
IN
E E
R S
F
IL
E N
A M
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D R
A W
IN
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D A
T E
A N
S I
D
W
E P
-2
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X X
X
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K S
O N
V
IL
L E
D
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T R
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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
E F
L
F
IL
E
N A
M E
U S
E R
D A
T E
/2
/2
/2
/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
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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
F
IN
A
L S
U B
M
IT
T A
L S
E P
T E
M B
E R
N
O T
F O
R C
O N
S T
R U
C T
IO
N
(HORIZ.)
(VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
IMPOUNDMENT
C-11
IMPOUNDMENT
C-11
3H:
1V 2%
3H:1V 3H:
1V
1% 3H:
1V
3H:
1V 3H:1V
2%
2%
2%
3H:
1V
3H:
1V
3H:
1V
3H:1V
3H:1V
2%
2%
2%
2% 1%
CF0012
D1
CF0012
D1
(HORIZ.) (VERT.)
20' 40'0 20' 40'0CF0011
D1
C-511 CANAL (TYP)
IMPOUNDMENT
C-11
3H:
1V
3H:
1V
3H:
1V
1%
3H:1V
3H:1V
2%
2%
2%
2%3.1H :1V 1.7%
EL. -35.0'
EL. -25.0'
GENERAL NOTESGENERAL NOTES
REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.5.
SOIL CAP.
CZ0027 & CZ0028 FOR PLACEMENT OF SLURRY WALL AND BENTONITE AMENDED
SEE TYPICAL CROSS SECTIONS ON SHEETS CF0035 & CF0036 AND DETAILS ON 4.
DRAINAGE FEATURES.
SURFACE PREPARATION ELEVATION SHOWN WILL BE REQUIRED TO INSTALL THE
EMBANKMENT DRAINAGE FEATURES. ADDITIONAL EXCAVATION BELOW THE
3. SEE TYPICAL SECTIONS ON CF0034 THROUGH CF0037 FOR INTERNAL
DEPENDING ON CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY VARY IN THE FIELD
2. CUTOFF TRENCH TO TERMINATE AT TOP OF ROCK. TRENCH DEPTH SHOWN WAS
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.
DRAFT
k3endlml Rectangle k3endlml Rectangle
CF0048
-1
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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
E B
E
C-11 IMPOUNDMENT CROSS SECTION 120+00.00
C-11 IMPOUNDMENT CROSS SECTION 125+00.00
C-11 IMPOUNDMENT CROSS 130+00.00
D-511 EMBANKMENT
14.5'
184.33'
14'
16'22' 5.15'
10'
190.19'
(SEE NOTE 5)
ARMORING EL -20
TOP OF CANAL
D-511 EMBANKMENT
14'
10'
181.6'
7.26'
16'
10.9' 16'
14'
EXISTING GRADE
D-511 EMBANKMENT
16'
14'
7.26' 16' 17'
10'
181.6'
14'
EXISTING GRADE
AND EMBANKMENT DETAILS (TYP)
SEE SHEET CZ0027 FOR SLURRY WALL
3H:1V
3H:1V
3H:1V
185.18'
185.26'
3H:1V
3H:1V
SLURRY WALL
SLURRY WALL
SLURRY WALL
SEE GENERAL NOTES 1 & 2 (TYP)
SURFACE PREPARATION
.6
(5
.6
.9
(5
.6
.4
(6
.5
.9
(6
.5
.8
(6
.5
120+00
-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
.4
.8
.2
-5
.4
.6
.8
-2
.0
.4
.6
.6
.6
-2
.0
.4
.4
.7
.6
.0
.4
.9
.8
.0
.5
.9
.5
.0
.3
.6
.3
.6
.0
.6
-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
.3
.6
.2
.6
.2
-2
.0
.4
.6
.6
.6
.6
-2
.0
.4
.6
.0
.4
.4
.8
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.8
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-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
.3
.6
.2
-2
.0
.4
.6
.6
-2
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.6
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.4
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S O
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D B
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A
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D A
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C O
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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
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
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C
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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D
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U s e r:
m lu h
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/2
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/2
/2
/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.
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