BCWPA_CNT2_DRAFT_PLANS_32of46.pdf
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- Solicitation number
- W912EP24Z0002
About this file
This document provides details for a federal contract opportunity issued by the Department of the Army Corps of Engineers Engineering District Jacksonville. The solicitation seeks proposals for the Comprehensive Everglades Restoration Plan, Broward County Water Preserve Areas, Contract 2, C-11 Impoundment and Mitigation Area A project located in Broward County, Florida. Offerors are invited to submit proposals in response to solicitation number W912EP24Z0002 by the deadline of the special notice for the opportunity type. The project involves construction services for improvements to the C-11 Impoundment and creation of Mitigation Area A as part of the larger Everglades restoration effort. Proposals are due by the specified date, with award of the contract to follow.
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CP07-BCWPA-CB-0133
-CB-0108
CP07-BCWPA
CP07-BCWPA-CB-0109
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WEIR STA. 214+18
BROAD CRESTED
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EXISTING GRADE
C-511 CANAL, BOTTOM EL -20.0'
CANAL
CL C-511
TOE OF SLOPE
STA 209+50
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
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12" SCH 80 SLOTTED PVC PIPE (TYP)
5' DIAMETER MANHOLE (TYP)
PVC PIPE (TYP)
12" SCH 80 SLOTTED
INV. 6.5'
AND HEADWALL
PRECAST 12" RCP CULVERT (48 LF)
210+00.00
INV 6.5'
DRAINAGE DITCH
DRAINAGE DITCH INV 9.5'
INV 9.5'
DRAINAGE DITCH
EL 9.5'
ACCESS ROAD
EL 18.66' (SEE NOTE 3)�
D-511 EMBANKMENT,
S-505C
EVERY 250 FT)
MARKER (TYP -
SURVEY SETTLEMENT
22'
10'
MUCK EXCAVATION
LIMITS OF
LIMITS OF MUCK EXCAVATION
EL 9.5
TRANSITION STA 213+28
BEGIN TOP OF BANK
TRANSITION STA 214+18
END TOP OF BANK
LIMITS OF CONSTRUCTION
PROPERTY LINE AND
C-511 CANAL
STA 205+00
6" TOPSOIL/VEGETATED SLOPE
EL 3.3
EL 3.3
TOP OF BANK
EL 6.0
TOP OF BANK
EL 6.0
TOP OF BANK
EL 5.3
TOP OF BANK
EL 5.3
(SEE NOTE 9)
BOTTOM EL -35.0'
SLURRY WALL,
BOTTOM EL -35.0'
STA 214+20
SLURRY WALL
(SEE NOTE 9)
TOP EL 6.0'
SLURRY WALL,
(SEE NOTE 9)
SLURRY WALL
INV 2.0'
AND HEADWALL
PRECAST 12" RCP (38 LF)
STA 213+15
GRADE TO DRAIN
GRADE TO DRAIN
INV 2.5'
AND HEADWALL
PRECAST 12" RCP (32 LF)
STA 205+60
GRADE TO DRAIN
TRANSITION DETAILS
FOR PERMANENT SLURRY WALL
SEE SHEET CZ0028
16'
END TRANSITION842,807.27 629,419.51 2
BEGIN TRANSITION842,814.22629,336.271
DESCRIPTIONEASTINGNORTHINGPOINT
POINT TABLE
SEE SHEET CZ0029
12" TEMPORARY CAP,
SEE SHEET CZ0031 FOR TRANSITION DETAILS
PERMANENT SURFACE MATERIAL PLACEMENT,
END FULL DEPTH CONSTRUCTION AND
STA 205+00
SEE SHEET CZ0031 FOR TRANSITION DETAILS
PERMANENT SURFACE MATERIAL PLACEMENT,
END FULL DEPTH CONSTRUCTION AND
STA 205+00
TERMINATION, SEE SHEET CZ0029
TEMPORARY SLURRY WALL
INSPECTION ROAD (SOIL-CEMENT)
210+
D
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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
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A1
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FOR TEMPORARY SLURRY WALL TERMINATION DETAILS.
SEE SHEET CF0004 FOR SLURRY WALL LAYOUT DETAILS. SEE SHEET CZ0029 9.
SEE SHEET CF1913 FOR PERMANENT STOCKPILE REQUIREMENTS.8.
REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.7.
SEE SHEET CZ0019 FOR CLEANOUT DETAIL.6.
SEE SHEET CZ0019 FOR DRAINAGE SWALE DETAIL.5.
4. SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE.
TO 18.52' (INSIDE CREST). SEE TYPICAL SECTIONS.
D-511 EMBANKMENT CREST SLOPED AT 2% FROM EL = 18.8' (OUTSIDE CREST) 3.
2. SEE ENLARGED CIVIL PLAN CF1903 FOR S-505C.
SEE STRUCTURAL DRAWINGS S-2713 AND S-2714 FOR DETAILS. 1.
GENERAL NOTES
100' 200'0 10' 20'0
1% 1%
1%
(HORIZ.)
N
(HORIZ.) (VERT.)
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3H :1V
2.5 H:1
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PERIMETER DRAINAGE OUTLET TO CANAL SEE DETAIL B8 SHEET CZ0021.4.
PVC PIPE TOE DRAIN ALIGNMENT.
CONSTRUCT 45 DEGREE CURVES ALONG THE 12 INCH SCHEDULE 80 SLOTTED
USE (4) EQUALLY SPACED 11.25 DEGREE SCHEDULE 80 PVC ELBOWS TO 3.
2. TOE DRAIN STRUCTURE OUTLET SEE DETAIL F5 SHEET CZ0021.
TOE DITCH DRAINAGE OUTLET SEE DETAIL A5 SHEET CZ0021.1.
SHEET KEYNOTES
2%
CLEANOUT (TYP)
(SEE NOTE 7)
CANAL ARMORING
(TYP)
CZ0012
A1
CF0036
A1
CZ0019
E6
CZ0021
E1
CZ0021
C1
CZ0019
B3
CZ0019
B3
CZ0019
B3
CF1903
A1
CZ0031
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CP06-BCWPA-CB-0042
CP07-BCWPA-CB-0132
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CP06-BCWPA-
CP07-BCWPA-CB-0131
CP08-BCWPA-TP-0174
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AND INTERNAL SLOPE)
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D-511 EMBANKMENT,
C-511 CANAL, BOTTOM EL -20.0'
CL C-511 CANAL
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PVC PIPE (TYP)
12" SCH 80 SLOTTED
INV. 6.5'
AND HEADWALL
PRECAST 12" RCP CULVERT (48 LF)
STA 216+00.00
INV. 6.5'
AND HEADWALL
PRECAST 12" RCP CULVERT (40 LF)
STA. 222+00.00
INV. 6.5'
AND HEADWALL
PRECAST 12" RCP CULVERT (42 LF)
STA 228+00.00
INV. 6.5'
AND HEADWALL
PRECAST 12" RCP CULVERT (40 LF)
STA 234+00.00
INV 6.5'
DRAINAGE DITCH
INV 6.5'
DRAINAGE DITCH
INV 6.5'
DRAINAGE DITCH
INV 6.5'
DRAINAGE DITCH
INV 9.5'
DRAINAGE DITCH
INV 9.5'
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INV 9.5'
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SLURRY WALL
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INV 3.0'
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PRECAST 12" RCP (36 LF)
STA 219+50
INV 3.0'
AND HEADWALL
PRECAST 12" RCP (36 LF)
STA 223+50
INV 3.0'
AND HEADWALL
PRECAST 12" RCP (36 LF)
STA 233+00
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
WALL TRANSITION DETAILS
FOR PERMANENT SLURRY
SEE SHEET CZ0028
2 1
END TRANSITION842,376.40 630,579.27 2
BEGIN TRANSITION842,371.87 630,479.19 1
DESCRIPTIONEASTINGNORTHINGPOINT
POINT TABLE
D D D D
215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 -30 -30
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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
A C
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T R
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A1
D-511 EMBANKMENT PROFILE STA. 215+00 TO STA. 238+00
SEE SHEET CF0004 FOR SLURRY WALL LAYOUT DETAILS.5.
SEE SHEET CZ0019 FOR CLEANOUT DETAIL.4.
SEE SHEET CZ0019 FOR DRAINAGE SWALE DETAIL.3.
2. SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE.
TO 18.52' (INSIDE CREST). SEE TYPICAL SECTIONS.
D-511 EMBANKMENT CREST SLOPED AT 2% FROM EL = 18.8' (OUTSIDE CREST) 1.
GENERAL NOTES
US 27
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100' 200'0
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FLOW FLOW
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PERIMETER DRAINAGE OUTLET TO CANAL SEE DETAIL B8 SHEET CZ0021.5.
4. 3-POLE MOUNT RTU (SEE SHEETS IZ0044 & IZ0048).
SHEETS CF0073 TO CF0083 FOR DETAILS).
INSTRUMENTATION EQUIPMENT NOT SHOWN ON THIS SHEET FOR CLARITY (SEE
3. 3-POLE MOUNT RTU (SEE SHEETS IZ0044, IZ0048 & CF0080) ASSOCIATED
2. TOE DRAIN STRUCTURE OUTLET SEE DETAIL F5 SHEET CZ0021.
TOE DITCH DRAINAGE OUTLET SEE DETAIL A5 SHEET CZ0021.1.
SHEET KEYNOTES
2%
3H:1V
3H:1V
INSPECTION ROAD (SOIL-CEMENT)
2%
CLEANOUT
(TYP)(TYP)
(TYP)
CZ0016
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C1
CZ0005
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CZ0019
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CZ0021
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CZ0021
C1
CZ0019
B3CZ0019
B3
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B3
CZ0019
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CZ0019
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CZ0010
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CZ0010
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| STN_GEN-CIVIL_CONTRACT 2_092723 |
| 046-114627_C-11_CNT2_C-CF0015 |
| 047-114627_C-11_CNT2_C-CF0016 |
| 048-114627_C-11_CNT2_C-CF0017 |
| 049-114627_C-11_CNT2_C-CF0018 |
| 050-114627_C-11_CNT2_C-CF0019 |
| 051-114627_C-11_CNT2_C-CF0020 |
| 052-114627_C-11_CNT2_C-CF0021 |
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