BCWPA_CNT2_DRAFT_PLANS_31of46.pdf
PDF 18 MB Posted
- 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 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. The file is a draft plan for the construction project but does not provide additional details on response dates, pricing terms, or other requirements.
View the file
Other files
Show 40 more
Latest 50 of 62 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
CP18-BCWPA-CB-31
CP18-BCWPA-CB-43
CP18-BCWPA-CB-44
.2
.8
.5
.8
.0
.6
.8
.6
.7
.7
.0
.6
.4
.0
.3
PB
W W
E B
E R
S T
A
T O
S T
A
P L
A N
A N
D P
R O
F
IL
E
C -1
I
M P
O U
N D
M E
N T
CF0012
S
P O
P H
A M
V
S E
V E
R A
N C
E
J
B
U R
K
WEIR STA 111+01.26
S-505B BROAD CRESTED
CL C-511 CANAL
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENT
L EL 18.66' (SEE NOTE 1)C
D-511 EMBANKMENT,
EXISTING GRADE
C-511 CANAL, BOTTOM EL -23.0'
MANHOLE (TYP)
5' DIAMETER
PVC PIPE (TYP)
12" SCH 80 SLOTTED
INV. 6.5'
AND HEADWALL
PRECAST 12" RCP CULVERT (48 LF)
STA 108+30.00
INV. 6.5'
AND HEADWALL
PRECAST 12" RCP CULVERT (48 LF)
STA 113+97.00
INV. 6.5'
AND HEADWALL
CULVERT (50 LF)
PRECAST 12" RCP
STA 19+97.00
INV 9.5'
DRAINAGE DITCH
INV 9.5'
DRAINAGE DITCH
INV 6.5'
DRAINAGE DITCH
INV 6.5'
DRAINAGE DITCH
INV 6.5'
DRAINAGE DITCH
EL 9.5'
ACCESS ROAD
THIS SHEET
STA 111+01.26
CRESTED WEIR
S-505B BROAD
MARKER (TYP - EVERY 250 FT)
SURVEY SETTLEMENT
LIMITS OF MUCK EXCAVATION
MUCK EXCAVATION
LIMITS OF
1%
SEE DETAIL A5, SHEET CZ0017 (TYP)
BACKFILL EXISTING CANALS,
EL 9.5
INSPECTION ROAD (SOIL-CEMENT)
PIPE (TYP)
12" SCH 80 SLOTTED PVC
(SEE NOTE 8)
BOTTOM EL -35.0'
SLURRY WALL,
TOP EL 6.0' (SEE NOTE 8)
SLURRY WALL,
BOTTOM EL -35.0'
STA 111+00
SLURRY WALL,
(SEE NOTE 8)
SLURRY WALL
WALL TRANSITION DETAILS
FOR PERMANENT SLURRY
SEE SHEET CZ0028
3H:1V
120+00
D
D
107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00
-30 -30
-20 -20
-10 -10
0 0
10 10
20 20
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
122+00
-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
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
IS
T R
IC
T
S
A N
M A
R C
O B
L V
D
J A
C K
S O
N V
IL
L
E F
L
C
-1 C
N T
C
-C F
.d g n
U s e r:
m lu h
/2
/2
/2
/2
/2
/2
S ta 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
U S
SW 36TH ST
S O
U T H P
O S T R
O A
D
SW 26TH ST
GRIFFIN ROAD
N
KEY PLAN
1D
D-511 EMBANKMENT PLAN STA. 107+00 TO STA. 122+00
A1
D-511 EMBANKMENT PROFILE STA. 107+00 TO STA. 122+00
C-11 IMPOUNDMENT
AREA (SEE NOTE 5)
ENVIRONMENTALLY SENSITIVE
3H:1V
3H:1V
3H:1V
3H:1V
M
ATCH LINE STA. 122+00 - SEE SHEET CF0013MAT
CH L
INE S
TA
. 1
+0
0 -
SEE S
HEET C
F0
ACCESS R
OAD (AGGREGATE S
URFACING)
6" TOPSOIL/V
EGETATED SLOPE
2% 3H :1
V
(SEE NOTE 9)
PULLOUT / TURNAROUND
GENERAL NOTES
PULLOUT / TURNAROUND CENTERED ON WEIR LOCATION.9.
SEE SHEET CF0004 FOR SLURRY WALL LAYOUT DETAILS.8.
SEE SHEET CZ0019 FOR CLEANOUT DETAIL.7.
SEE SHEET CZ0019 FOR DRAINAGE SWALE DETAIL.6.
MUST NOT BE DISTURBED.
5. EXISTING CONDITIONS WITHIN THE ENVIRONMENTALLY SENSITIVE AREA
4. SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE.
3. REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.
2. SEE ENLARGED CIVIL PLAN CF1902 FOR S-505B.
TO 18.52' (INSIDE CREST). SEE TYPICAL SECTIONS.
D-511 EMBANKMENT CREST SLOPED AT 2% FROM EL =18.8' (OUTSIDE CREST) 1.
100' 200'0
(HORIZ.)
N
IN
V
B O
T T
O M
.0
IN
V
O U
T
.2
N
(6 L
F
IN
V
I N
.0
W
IN
V
I N
.0
E
R
IM
.7
P R
E C
A S
T M
H
O F
F S
E T
L
E F
T
S T
A
.0
IN
V
B O
T T
O M
.0
IN
V
O U
T
.2
S
(6 L
F
IN
V
I N
.0
W
IN
V
I N
.0
E
R
IM
E C
A S
T M
H
O F
F S
E T
L
E F
T
S T
A
.0
1% 1% 1% 1% 1% 1%
100' 200'0 10' 20'0
(HORIZ.) (VERT.)
F L O
W
F L O
W
SHEETS CF0073 TO CF0083 FOR DETAILS).
INSTRUMENTATION EQUIPMENT NOT SHOWN ON THIS SHEET FOR CLARITY (SEE
3-POLE MOUNT RTU (SEE SHEETS IZ0044, IZ0048 & CF0079). ASSOCIATED 5.
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 4.
3. 3-POLE MOUNT RTU SEE SHEETS IZ0044 & IZ0048.
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
2%
CLEANOUT (TYP)
GATE
BARRIER
ACCESS
PEDESTRIAN
GATE
BARRIER
VEHICLE
(SEE NOTE 3)
CANAL ARMORING
(TYP)
(TYP)
(TYP)
(AGGREGATE S
URFACING)ACCESS R
OAD
CZ0016
A6
CZ0023
A6
CZ0003
D3
CZ0019
E6
CZ0021
E1
CZ0021
C1
CF1902
A1
CF1915
A1
CZ0015
A4
DRAFT
k3endlml Rectangle k3endlml Rectangle k3endlml Rectangle
CP06-BCWPA-CB-0062
CP05-BCWPA-CB-005
CP07-BCWPA-CB-0116
CP07-BCWPA-CB-0117
CP06-BCWPA-CB-0063
CP07-BCWPA-CB-0115
.5
.4
-4 .0
.4
.4
.3
.4
.1
.2
.3
.5
.0
.3
-6 .1
.3
.2
.9
.1
.7
.7
.7
.0
.9
M W
M W
M
W
E B
E R
S T
A
T O
S T
A
P L
A N
A N
D P
R O
F
IL
E
C -1
I
M P
O U
N D
M E
N T
CF0013
S
P O
P H
A M
V
S E
V E
R A
N C
B
U R
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENT
CL C-511 CANAL
CL EL 18.66' (SEE NOTE 1)
D-511 EMBANKMENT,
EXISTING GRADE
C-511 CANAL, BOTTOM EL -23.0'
PVC PIPE (TYP)
12" SCH 80 SLOTTED
MANHOLE (TYP)
5' DIAMETER
INV. 6.5'
AND HEADWALL
PRECAST 12" RCP CULVERT (44 LF)
STA 125+98.00
INV. 6.5'
AND HEADWALL
PRECAST 12" RCP CULVERT (42 LF)
STA 131+99.00
INV. 6.5'
AND HEADWALL
PRECAST 12" RCP CULVERT (42 LF)
STA 137+99.00
AND HEADWALL INV. 6.5'
RCP CULVERT (42 LF)
PRECAST 12"
STA 143+99.00
INV 6.5'
DRAINAGE DITCH
INV 6.5'
DRAINAGE DITCH
INV 6.5'
DRAINAGE DITCH
DITCH INV 6.5'
DRAINAGE
INV 9.5'
DRAINAGE DITCH
DRAINAGE DITCH INV 9.5'
INV 9.5'
DRAINAGE DITCH
INV 9.5'
DRAINAGE DITCH
CL DRAINAGE DITCH
ROAD EL 9.5'
ACCESS
THIS SHEET
MARKER (TYP - EVERY 250 FT)
SURVEY SETTLEMENT
LIMITS OF MUCK EXCAVATION
LIMITS OF MUCK EXCAVATION
SEE DETAIL A5, SHEET CZ0017 (TYP)
BACKFILL EXISTING CANALS,
EL 9.5
TOE OF SLOPETOE OF SLOPE
3H:1V
TO EXISTING CANAL BANK)
(MINIMIZE DISTURBANCE
PROPERTY LINE
PIPE (TYP)
12" SCH 80 SLOTTED PVC
(SEE NOTE 5)
BOTTOM EL -35.0'
SLURRY WALL,
(SEE NOTE 5)
TOP EL 6.0'
SLURRY WALL,
(SEE NOTE 5)
SLURRY WALL
D D D D
123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00
-30 -30
-20 -20
-10 -10
0 0
10 10
20 20
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
6-40 -40
122+00
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
IS
T R
IC
T
S
A N
M A
R C
O B
L V
D
J A
C K
S O
N V
IL
L
E F
L
C
-1 C
N T
C
-C F
.d g n
U s e r:
m lu h
/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
U S
SW 36TH ST
S O
U T H P
O S T R
O A
D
SW 26TH ST
GRIFFIN ROAD
N
KEY PLAN
D1
D-511 EMBANKMENT PLAN STA. 122+00 TO STA. 145+00
D-511 EMBANKMENT PROFILE STA. 122+00 TO STA. 145+00
100' 200'0 10' 20'0
C-11 IMPOUNDMENT
3H:1V
3H:1V
M A
T C
H L
IN
E
S T
A
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S T
A
S
E E
S H
E E
T C
F
(HORIZ.) (VERT.)
100' 200'0
ACCESS ROAD (AGGREGATE SURFACING)
ACCESS ROAD (AGGREGATE SURFACING)
3H:1V
3H:1V
1%
PULLOUT / TURNAROUND
IN
V
B O
T T
O M
.0
IN
V
O U
T
.2
E
(6
L
F
IN
V
I N
.0
S
IN
V
I N
.0
N
R
IM
E C
A S
T M
H
O F
F S
E T
L
E F
T
S T
A
.0
IN
V
B O
T T
O M
.0
IN
V
O U
T
.2
E
(6
L
F
IN
V
I N
.0
S
IN
V
I N
.0
N
R
IM
E C
A S
T M
H
O F
F S
E T
L
E F
T
S T
A
.0
IN
V
B O
T T
O M
.0
IN
V
O U
T
.2
E
(6
L
F
IN
V
I N
.0
S
IN
V
I N
.0
N
R
IM
E C
A S
T M
H
O F
F S
E T
L
E F
T
S T
A
.0
1% 1% 1% 1% 1% 1%
N
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.
IN
V
B O
T T
O M
.0
IN
V
O U
T
.2
E
(6
L
F
IN
V
I N
.0
S
IN
V
I N
.0
N
R
IM
E C
A S
T M
H
O F
F S
E T
L
E F
T
S T
A
.0
FLOW FLOW
1% 1%
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 & CF0079). 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
2%
2% INSPECTION ROAD (SOIL-CEMENT)
6" TOPSOIL/VEGETATED SLOPE
CLEAN OUT (TYP)
(TYP)(TYP)
CZ0016
A6
CF0035
A1
CZ0019
E6
CZ0021
E1
CZ0021
C1
DRAFT
k3endlml Rectangle k3endlml Rectangle
CP07-BCWPA-CB-0114
CP08-BCWPA-TP-0167
.0
.8
.9
.9
.2
.9
.0
.0
.2
.9
T
A
T
O
P L
A N
A N
D P
R O
F
IL
E
C -1
I
M P
O U
N D
M E
N T
CF0014
B
U R
DRAINAGE DITCH
L DRAINAGE DITCHC
EL 9.5'
ACCESS ROAD
EXISTING GRADE
P O
P H
A M
V
S E
V E
R A
N C
E
W W
E B
E R
CL EL 18.66'
D-511 EMBANKMENT,
LIMITS OF MUCK EXCAVATION
LIMITS OF MUCK EXCAVATION
C-511 CANAL
TO EXISTING CANAL BANK)
(MINIMIZE DISTURBANCE
PROPERTY LINE
(SEE NOTE 2)
SLURRY WALL
SEE SHEET CZ0029
TEMPORARY CAP,
TOE DRAIN WITH
12" DIAMETER SLOTTED
SEE SHEET CZ0029
WALL TERMINATION,
TEMPORARY SLURRY
SEE SHEET CZ0030 FOR TRANSITION DETAILS
PERMANENT SURFACE MATERIAL PLACEMENT,
END FULL DEPTH CONSTRUCTION AND
STA 145+00
SEE SHEET CZ0030 FOR TRANSITION DETAILS
PERMANENT SURFACE MATERIAL PLACEMENT,
END FULL DEPTH CONSTRUCTION AND
STA 145+00
SEE SHEET CZ0030 FOR TRANSITION DETAILS
PERMANENT SURFACE MATERIAL PLACEMENT,
END FULL DEPTH CONSTRUCTION AND
STA 145+00
145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00
-30
-20
-10
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
6-40
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
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
IS
T R
IC
T
S
A N
M A
R C
O B
L V
D
J A
C K
S O
N V
IL
L
E F
L
C
-1 C
N T
C
-C F
.d g n
U s e r:
m lu h
/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
U S
SW 36TH ST
S O
U T H P
O S T R
O A
D
SW 26TH ST
GRIFFIN ROAD
N
KEY PLAN
D1
D-511 EMBANKMENT PLAN STA. 145+00 TO STA. 155+00
N
100' 200'0 10' 20'0
FOR TEMPORARY SLURRY WALL TERMINATION DETAILS.
SEE SHEET CF0004 FOR SLURRY WALL LAYOUT DETAILS. SEE SHEET CZ0029 2.
SEE SHEET CZ0019 FOR DRAINAGE SWALE DETAIL.1.
(HORIZ.) (VERT.)
C-11 IMPOUNDMENT
M A
T C
H L
IN
E S
T A S
E E S
H E
E T C
F
100' 200'0
D-511 EMBANKMENT PROFILE STA. 145+00 TO STA. 155+00
155+00
-30
-20
-10
-40
CZ0021
C1
CZ0021
C1
CZ0021
E1
CZ0030
A1
DRAFT
k3endlml Rectangle k3endlml Rectangle
| STN_GEN-CIVIL_CONTRACT 2_092723 |
| 043-114627_C-11_CNT2_C-CF0012 |
| 044-114627_C-11_CNT2_C-CF0013 |
| 045-114627_C-11_CNT2_C-CF0014 |
| 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 |
File details come from the government source that posted it. Updated .