BCWPA_CNT2_DRAFT_PLANS_38of46.pdf
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- Solicitation number
- W912EP24Z0002
About this file
This file summary describes a federal contract opportunity for construction services. The U.S. Army Corps of Engineers Engineering District Jacksonville is soliciting proposals under solicitation number W912EP24Z0002 for comprehensive Everglades restoration work involving the C-11 Impoundment and Mitigation Area A project in Broward County, Florida. Services required include construction and mitigation efforts related to water preservation areas as part of the larger Broward County Comprehensive Everglades Restoration Plan. The opportunity is identified as a special notice with no defined response or award dates provided in the attached file. Interested parties are advised to check the federal business opportunities website for full solicitation details and updates.
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Vincent Joseph Severance signed and sealed by
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License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
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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
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GENERAL NOTES
C-11 IMPOUNDMENT
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35.0'35.0'
5.0'5.0'
155.3'
DRAINAGE DITCH
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'
(THICKNESS VARIES; SEE SHEET CZ0018)
BEDDING 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
(THICKNESS VARIES; SEE SHEET CZ0018)
BEDDING STONE TYPE E
SEE SHEET CZ0017
SOIL-CEMENT
EMBANKMENT FILL
SEE SHEET CZ0017
CHIMNEY AND BLANKET DRAIN.
NOTE 7 THIS SHEET
SEE GENERAL
INSPECTION ROAD
INSPECTION ROAD
3H:1V
SURFACING
WITH AGGREGATE
ACCESS ROAD
181.6'
16.0'42.6'
SURFACING
AGGREGATE
ROAD WITH
ACCESS
SLOPE
VEGETATED
6" TOPSOIL/
155.3'
16.1'42.7'
3H:1V
3H:1V
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
(THICKNESS VARIES; SEE SHEET CZ0018)
BEDDING 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'
SEE NOTE 8
CUTOFF TRENCH
SEE NOTE 8
CUTOFF TRENCH
SEE NOTE 8
CUTOFF TRENCH
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
E1
CZ0021
E1
CZ0021
C1
CZ0021
C1
CZ0021
A1
CZ0021
E1CZ0001
F6
CZ0001
F6
CZ0001
F6
-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 80 100 120
-20 -20
0 0
20 20
40 40
60 60
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
-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
E X
R /W
E X
P /L
S O
L
IC
IT
A
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IO
N N
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D E
S
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D B
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D R
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D A
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SHEET ID
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U .S
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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
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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%
1%
2%2% 1%
1%
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
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.
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.
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'
CZ0021
E1
CZ0021
E1
CZ0021
C1
CZ0021
C1
CZ0021
A1
CZ0021
E1CZ0001
F6
CZ0001
F6
CZ0001
F6
DRAFT
k3endlml Rectangle k3endlml Rectangle
| STN_GEN-CIVIL_CONTRACT 2_092723 |
| 062-114627_C-11_CNT2_C-CF0031 |
| 063-114627_C-11_CNT2_C-CF0032 |
| 064-114627_C-11_CNT2_C-CF0033 |
| 065-114627_C-11_CNT2_C-CF0034 |
| 066-114627_C-11_CNT2_C-CF0035 |
| 067-114627_C-11_CNT2_C-CF0036 |
| 068-114627_C-11_CNT2_C-CF0037 |
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