01_DRAFT_CNT2_Plans_4Civil_Part16.pdf
PDF 18 MB Posted
- Solicitation number
- W912EP25Z0012
About this file
This file contains engineering drawings and plans showing the C-11 Impoundment Plan and Profile for the Comprehensive Everglades Restoration Plan in Broward County, Florida. The drawings include detailed plan views and cross-sections of a dam embankment (D-511), water control structures, drainage systems, and access roads. Key features shown include the C-11 Impoundment area, Mitigation Area "A", environmentally sensitive areas, finger lakes berm, laydown/staging areas, and various canals (A/5, B/4, C/3).
The technical details show embankment specifications with a crest elevation of 18.66 feet, 3:1 slopes, drainage ditches with specific invert elevations, gated culverts (S-506A, S-508D), ungated culverts (S-505E), and broad-crested weirs (S-505F). The drawings indicate slurry wall construction with top elevation of 6.0 feet and bottom elevation of -15.0 feet, boat ramps, guardrails, and settlement markers every 250 feet. Access roads with aggregate surfacing and specific grading requirements are detailed, along with drainage features including manholes, cleanouts, and 12-inch PVC piping systems. The plans are marked as "CONTRACT 2 MOD003 - FINAL - NOT FOR CONSTRUCTION" dated 12/06/2024.
View the file
Other files
Show 40 more
Latest 50 of 56 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
W W
E B
E R
K
Y P
L A
N
C -1
I
M P
O U
N D
M E
N T
P L
A N
A N
D P
R O
F
IL
E
CF0005
S
P O
P H
A M
V
S E
V E
R A
N C
J
B
U R
A1
C-11 IMPOUNDMENT PLAN AND PROFILE KEY PLAN
SENSITIVE AREA
ENVIRONMENTALLY
SENSITIVE AREA
ENVIRONMENTALLY
LAYDOWN/STAGING AREA
CANAL B/4CANAL A/5
EXISTING BORROW PIT
CF0006 CF0007
CF0008
CF0009
CF0010
CF0011
CF0013
CF0014
CF0015
CF0016
CF0017
CF0018 CF0019
CF0020
CF0021CF0022
CANAL C/3
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
/1
/2
/0
/2
/0
/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
R
T A
S U
B M
IT
T
A L
CF0012
U S
SW 26TH ST
C-11 CANAL
GRIF
FIN
ROAD
C-11 IMPOUNDMENT
MITIGATION AREA "A"
N
LAKE
CENTRAL
C-11 IMPOUNDMENT
BERM
FINGER LAKES
EXISTING
U S
STOP
TRUCK
EXISTING
GRIFFIN ROAD
S O
U T
H P
O S T R
O A
D
SW 36TH ST
0 800' 1600'
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
k3endlml Stamp
CP07-BCWPA-CB-0111
CP07-BCWPA-CB-0102
CP18-BCWPA-CB-30
CP07-BCWPA-CB-0125
-CB-28
CP18-BCWPA -CB-29
CP18-BCWPA
CP08-BCWPA-TP-0176
-15
-20
-10
-5
-25
-1
-1
-2
-5
-2
.3
.1
.4
.4
.3
.0
.0
.1
.1
.1
.3
.2
.2
.0
.3
.1
.9
.9
.0
.4
.0
.0
.5
CP07-BCWPA-CB-0126
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
CF0006
S
P O
P H
A M
V
S E
V E
R A
N C
J
B
U R
GATED CULVERT
S-508D 48"
S-506A 4' DIA GATED CULVERT
S-505E 5' X 6' UNGATED CULVERT
TOE OF SLOPE
(AGGREGATE SURFACING ON CREST)
SOUTHWEST 26TH STREET
CL L-511 LEVEE AND RAISED
EXISTING FINGER LAKES BERM
EXISTING FINGER LAKES BERM
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
CL D-511 EMBANKMENT
12" SCH 80 SLOTTED PVC PIPE (TYP)
CLEANOUT (TYP)
12" SCH 80 SLOTTED PVC PIPE (TYP)
CL DRAINAGE DITCH
CL C-511 CANAL
EXISTING GRADE
CL EL 18.66' (SEE NOTE 9)
D-511 EMBANKMENT,
BOTTOM EL -2.5
C-511 CANAL,
MANHOLE (TYP)
5' DIAMETER
PVC PIPE (TYP)
SLOTTED
12" SCH 80
S-506A 4' DIA GATED CULVERT
INV 6.34'
DRAINAGE DITCH
DITCH INV 6.34'
DRAINAGE
INV 6.34'
DRAINAGE DITCH
INV. 6.34'
CULVERT (54 LF)
15" HDPE
STA 5+80.00
INV. 6.34'
CULVERT (54 LF)
15" HDPE
STA 10+15.00.00
INV. 6.34'
CULVERT (54 LF)
15" HDPE
STA 16+66.00
INV. 6.34'
CULVERT (54 LF)
15" HDPE
STA 22+66.00
DITCH INV 9.34'
DRAINAGE
EL 9.5'
ACCESS ROAD
INV 9.34'
DITCH
DRAINAGE
THIS SHEET
S-508D 48" GATED CULVERT
S-505E 5' X 6' UNGATED CULVERT
WEIR STA 22+80
S-505F BROAD CRESTED
INV 8.85'
DRAINAGE DITCH
INV 18.8'
DRAINAGE DITCH
EVERY 250 FT)
MARKER (TYP –
SETTLEMENT
SURVEY
DITCH INV 18.8'
DRAINAGE
DITCH INV 8.85'
DRAINAGE
PROTECTION AT OUTLET
SOIL-CEMENT SLOPE
EL -2.5
INSPECTION ROAD
INTERNAL
CRESTED WEIR STA 22+80
S-505F BROAD
(TYP)
GUARDRAIL
EL 9.5
SEE NOTE 8
SEE NOTE 8
(ASPHALT)
ACCESS RAMP
(ASPHALT)
ACCESS RAMP
SURFACING)
(AGGREGATE
ACCESS ROAD
END SLOPE TRANSITION STA 5+82
BEGIN SLOPE TRANSITION STA 4+82
EL 6.0
EL 6.0
EL 6.3
EL 6.3
EXCAVATION
LIMITS OF MUCK
SURFACING)
(AGGREGATE
ACCESS ROAD
EXCAVATION
LIMITS OF MUCK
ACCESS ROAD (AGGREGATE SURFACING)
3 4
PROPOSED POWER POLE POLES FOR THEIR CONVENIENCE.
OTHERWISE IMPACT EXISTING
CONTRACTOR MAY REMOVE OR
DE-ENERGIZED (BY OTHERS).
EXISTING OVERHEAD POWER LINE
POLES FOR THEIR CONVENIENCE.
OTHERWISE IMPACT EXISTING
CONTRACTOR MAY REMOVE OR
DE-ENERGIZED (BY OTHERS).
EXISTING OVERHEAD POWER LINE
COORDINATED WITH FPL.
POLE LOCATIONS TO BE
FPL SERVICE TO S-506A.
END TRANSITION844,975.12 637,837.90 11
BEGIN TRANSITION844,875.06 637,842.81 10
END TRANSITION846,230.77 637,784.64 9
BEGIN TRANSITION846,205.60 637,800.37 8
TOP OF RAMP846,155.61 637,799.82 7
TOP OF RAMP846,155.98 637,783.83 6
RAMP
END TRANSITION, BOTTOM OF 845,965.41 637,816.66 5
BOTTOM OF RAMP 845,965.24 637,832.66 4
BEGIN TRANSITION845,890.24 637,831.84 3
END TRANSITION845,455.27 637,827.12 2
TRANSITION
BOTTOM OF RAMP, BEGIN 845,380.45 637,810.30 1
DESCRIPTIONEASTINGNORTHINGPOINT
POINT TABLE
(SEE NOTE 14)
BOTTOM EL -15.0'
SLURRY WALL
(SEE NOTE 14)
SLURRY WALL
(SEE NOTE 14)
TOP EL 6.0'
SLURRY WALL
INV 8.87'
DRAINAGE DITCH
STA 0+70
INV 8.18'
DRAINAGE DITCH
STA 5+05
INV 9.50'
DRAINAGE DITCH
STA 5+05
INV 8.18'
DRAINAGE DITCH
STA 10+90
INV 9.5'
DRAINAGE DITCH
STA 10+90
DITCH INV 9.34'
DRAINAGE
DITCH INV 9.34'
DRAINAGE
INV 8.14'
DRAINAGE DITCH
STA 15+58
DITCH INV 6.34'
DRAINAGE
0+
5+
0+
5+
0+
D D D D
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 -30 -30
-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
-20-20
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
IZ
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
J A
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:
s p o p h a m
/4
/2
/0
/2
/0
/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
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
U S
SW 36TH ST
S O
U
TH
P
O S T R
O A D
SW 26TH ST
GRIFFIN ROAD
N
KEY PLAN
1D
D-511 EMBANKMENT PLAN STA. 0+00 TO STA. 23+00
A1
D-511 EMBANKMENT PROFILE STA. 0+00 TO STA. 23+00
C-11 IMPOUNDMENT
FINGER LAKES
3H:1V
3H:1V
3H:1V
MITIGATION AREA "A"
2%
M A
T C
H L
IN
E
S T
A
S E
E S
H E
E T
C F
3H:1V
3H:1V
3H:1V
2%
3H:1V
3H:1V
BOAT RAMP
SEE ENLARGED CIVIL PLAN CF1906 FOR S-506A. 1.
GENERAL NOTES
SEE STRUCTURAL PLAN S-2801 FOR S-506A. 2.
SEE ENLARGED CIVIL PLAN CF1904 FOR S-505E. 3.
SEE STRUCTURAL PLAN S-2601 FOR S-505E. 4.
SEE ENLARGED CIVIL PLAN CF1910 FOR S-508D. 5.
SEE STRUCTURAL PLAN S-3301 FOR S-508D. 6.
SEE ENLARGED CIVIL PLAN CF1905 FOR S-505F. 7.
14. SEE SHEET CF0004 FOR SLURRY WALL LAYOUT DETAILS.
SHEET CZ0018 FOR LIMITS AND DETAILS.
ZONE OF WAVE BREAK RIB PROTECTION ALONG UPSTREAM SLOPE SEE 13.
12. SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE.
11. SEE SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.
STILLING WELL.
SEE STRUCTURAL PLAN SZ0017 FOR MONITORING STATION PLATFORM 10.
TO 18.52' (INSIDE CREST). SEE TYPICAL SECTIONS.
D-511 EMBANKMENT CREST SLOPED AT 2% FROM EL = 18.8' (OUTSIDE CREST) 9.
GRADING.
SEE ENLARGED CIVIL PLAN CF1917 FOR FINGER LAKES BERM ACCESS 8.
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
N
(1 L
F
IN
V
I N
.0
W
IN
V
I N
.0
E
R
IM
.7
P
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
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
N
(6
L F
IN
V I N
.0
W
IN
V
I N
.0
E
R
IM
.7
P
E C
A S
T M
H O
F F
S E
T
' L
E F
T S
T A
.0
1.7% 1 % 1 %
0.5%
10' 20'0
(HORIZ.) (VERT.)
100' 200'0
CF0046
FLOW
FLOW
0.3%
1.4% 0.3%
1.4%
7.0%
ACCESS ROAD (AGGREGATE SURFACING)
3H:1V
H :1
V
BOAT RAMP
FEATURES.
CONDUITS), TO BE REMOVED AS NEEDED FOR CONSTRUCTION OF SITE
APPROXIMATE LOCATION OF ABANDONED FIBER OPTIC LINE (2-1.5" HDPE 6.
USE DETAIL D6 SHEET CZ0010, APPLY 5' OFFSET TO MANHOLE STATION.5.
BOLLARDS AS SHOWN ON CF1906.
SHEETS CF0073 TO CF0083 FOR DETAILS). LOCATE 3-POLE MOUNT RTU AND
INSTRUMENTATION EQUIPMENT NOT SHOWN ON THIS SHEET FOR CLARITY (SEE
3-POLE MOUNT RTU (SEE SHEETS IZ0044, IZ0048 & CF0078). ASSOCIATED 4.
CZ0021. SEE SHEETS CZ0027 AND CZ0028 FOR TOE DITCH GRADING DETAILS.
3. TOE DITCH DRAINAGE OUTLET WITH DITCH BOTTOM INLET SEE DETAIL C5 SHEET
2. TOE DRAIN STRUCTURE OUTLET SEE DETAIL F5 SHEET CZ0021.
CZ0027 AND CZ0028 FOR TOE DITCH GRADING DETAILS.
TOE DITCH DRAINAGE OUTLET SEE DETAIL A5 SHEET CZ0021. SEE SHEETS 1.
SHEET KEYNOTES
M A
T C
H L
IN
E
S T
A
S E
E S
H E
E T
C F
2%
3H:1V
2%
IN
V
B O
T T
O M
.5
IN
V O
U T
.5
N
(4 L
F
R
IM
.8
B
O T
T O
M I N
L E
T T
Y P
E
F
D
IT
C H
O F
F S
E T
' L E
F T
S T
A
.0
IN
V
B O
T T
O M
.5
IN
V O
U T
.5
W
(4 L
F
R
IM
.8
B
O T
T O
M I N
L E
T T
Y P
E
F
D
IT
C H
O F
F S
E T
' L E
F T
S T
A
.0
6" TOPSOIL/VEGETATED SLOPE
6" TOPSOIL/VEGETATED SLOPE
6" TOPSOIL/VEGETATED SLOPE
GATE
BARRIER
ACCESS
PEDESTRIAN
BARRIER GATE
ACCESS
PEDESTRIAN
(TYP)
3H:1V3H:1V 3H:1V
5%
(TYP)
6 8
MITIGATION AREA "A"
1.7% 2.5%
7.0
2.5%
3H:1V3H:1V3H:1V
0.3% 0.6% 0.6%
SWALE
DRAINAGE
RIPRAP
CZ0014
B6
CF0034
A1
CZ0011
A1
CZ0023
A6
CZ0023
A6
CZ0021
E1
CZ0021
A1
CF1904
A1
CF1910
A1
CF1905
A1
CZ0010
E6
CF1906
A1
CZ0019
E3
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
k3endlml Stamp
File details come from the government source that posted it. Updated .