01_DRAFT_CNT2_Plans_4Civil_Part20.pdf
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- Solicitation number
- W912EP25Z0012
About this file
This file contains construction plans showing detailed engineering drawings and specifications for sections of the D-511 embankment of the C-11 Impoundment project in Broward County, Florida. The drawings span stations 238+00 to 296+00 and include plan views and profile elevations.
The plans show construction details including embankment crest elevation of 18.66 feet, internal inspection roads, drainage ditches, culverts, slurry walls, survey settlement markers, cleanouts, and access roads. Specific technical elements include 15" HDPE culverts at regular intervals, 12" SCH 80 slotted PVC pipes for drainage, 5' diameter manholes, soil-cement crest and internal slopes at 3H:1V ratios, and a slurry wall varying from -25.0' to -30.0' bottom elevation with top elevation at 6.0'. The drawings include detailed elevation profiles, cross-sections, stationing information, and construction notes for contractors. These plans represent one portion of the overall Comprehensive Everglades Restoration Plan's Broward County Water Preserve Areas project.
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CB-0044
CP06-BCWPA-
CB-001
CP05-BCWPA-
CP07-BCWPA-CB-0104
-CB-0045
CP06-BCWPA
CP08-BCWPA-TP-0173
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EXISTING GRADE
C-511 CANAL, BOTTOM EL -20.0'
CL C-511 CANAL
TOE OF SLOPE
CLEANOUT (TYP)
PVC PIPE (TYP)
12" SCH 80 SLOTTED
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA 240+00.00
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA 246+00.00
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA 252+00.00
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA 258+00.00
INV 6.34'
DRAINAGE DITCH
INV 6.34'
DRAINAGE DITCH
INV 6.34'
DRAINAGE DITCH
INV 6.34'
DRAINAGE DITCH
INV 9.34'
DRAINAGE DITCH
INV 9.34'
DRAINAGE DITCH
INV 9.34'
DRAINAGE DITCH EL 9.5'
ACCESS ROAD
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENT
MANHOLE (TYP)
5' DIAMETER
(TYP - EVERY 250 FT)
SETTLEMENT MARKER
SURVEY
INSPECTION ROAD
INTERNAL
LIMITS OF MUCK EXCAVATION
EL. 9.5
EL 4.32
EL 3.3
5' DIAMETER MANHOLE (TYP)
CL EL 18.66' (SEE NOTE 1)
D-511 EMBANKMENT,
2%
3H:1V3H:1V
3H:1V
2%
3H:1V3H:1V
3H:1V
2%
3H:1V3H:1V
3H:1V
2%
3H:1V3H:1V
3H:1V
PROPERTY LINE AND LIMITS OF CONSTRUCTION
PVC PIPE (TYP)
12" SCH 80 SLOTTED
PROPERTY CORNER (TYP)
6" TOPSOIL/VEGETATED SLOPE
CL DRAINAGE DITCH
LIMITS OF MUCK EXCAVATION
EL 3.3
EL 9.5
EL 4.3
EL 6.0
EL 6.0
TOE EL 4.75'
STA 241+00
GRADE TO DRAIN
(SEE NOTE 5)
BOTTOM EL -30.0'
SLURRY WALL
(SEE NOTE 5)
TOP EL 6.0'
SLURRY WALL
INV 9.34'
DRAINAGE DITCH
(SEE NOTE 5)
SLURRY WALL
D D D D
238+00 239+00 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00 251+00 252+00 253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00
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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
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A R
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SW 26TH ST
GRIFFIN ROAD
N
KEY PLAN
D1
D-511 EMBANKMENT PLAN STA. 238+00 TO STA. 261+00
A1
D-511 EMBANKMENT PROFILE STA. 238+00 TO STA. 261+00
100' 200'0 10' 20'0
GENERAL NOTES
100' 200'0
(HORIZ.) (VERT.)
C-11 IMPOUNDMENT
3H:1V
3H:1V
2.5H:1V
2.5H:1V
2.5H:1V
2.5H:1V
2.5H:1V
2.5H:1V
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ACCESS ROAD (AGGREGATE SURFACING)
3H:1V
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2%
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US 27 (NORTHBOUND)
PULLOUT / TURNAROUND
IN
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5. SEE SHEET CF0004 FOR SLURRY WALL LAYOUT DETAILS.
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.
1% 1% 1% 1% 1% 1% 1% 1%
N
(HORIZ.)
261+00
FLOWFLOW
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TO MANHOLE STATION.
USE DETAIL E6 SHEET CZ0010, APPLY TO EXISTING TURNOUT AND USE 5' OFFSET 7.
SHOWN ON TURNOUT IN DETAIL E6 SHEET CZ0010.
TO THIS PULLOUT/TURNAROUND EDGE AND INSTRUMENTATION SECTION AS
ADD SURGE PROTECTION JUNCTION BOX BOLLARDS IN RESPECTIVE LOCATION 6.
CUT LINE.
SAW CUT EXISTING PAVEMENT AND EXTEND AGGREGATE SURFACING TO SAW 5.
TOE GRADED FROM EL 4.75 AT STA 241+00 TO EL 3.00 AT STA 267+504.
INSTRUMENTATION SECTION.
JUNCTION BOX BOLLARDS AT THIS LOCATION 5' ON THE OPPOSITE SIDE OF THE
DETAIL A6 SHEET CZ0010, AND LOCATE THE CREST SURGE PROTECTION
ARE IN RELATION TO THE END OF THE CREST ACCESS TURNOUT SHOWN ON
BOLLARDS IN RELATION TO THE END OF THIS PULLOUT/TURNAROUND LIKE THEY
SHEETS CF0073 TO CF0083 FOR DETAILS). LOCATE 3-POLE MOUNT RTU AND
INSTRUMENTATION EQUIPMENT NOT SHOWN ON THIS SHEET FOR CLARITY (SEE
3. 3-POLE MOUNT RTU (SEE SHEETS IZ0044, IZ0048 & CF0081). ASSOCIATED
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
2% 2%
(TYP)
CLEANOUT
2%
3H:1V
3H:1V
2%
3H:1V
BARRIER GATE
VEHICLE
(TYP)(TYP)
CZ0016
A6
CF0036
C1
CZ0019
E6
CZ0002
D3
CZ0021
E1
CZ0021
C1CZ0019
B3
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k3endlml Stamp
CP07-BCWPA-CB-0130
CP06-BCWPA-CB-0046
CP07-BCWPA-CB-0129
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CF0018
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THIS SHEET
CL EL 18.66' (SEE NOTE 1)
D-511 EMBANKMENT,
EXISTING GRADE
BOTTOM EL -12.5
C-511 CANAL,
BOTTOM EL -20.0
C-511 CANAL
CL C-511 CANAL
TOE OF SLOPE
TOE OF SLOPE
CL C-511 CANAL
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENT
PVC PIPE (TYP)
12" SCH 80 SLOTTED
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA 264+00.00
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA 270+00.00
INV 6.34'
DRAINAGE DITCH
INV 6.34'
DRAINAGE DITCH
INV 9.34'
DRAINAGE DITCH
EL 9.5'
ACCESS ROAD
CL DRAINAGE DITCH
5' DIAMETER MANHOLE (TYP)
STA 267+17.78
STA 267+92.78
(TYP - EVERY 250 FT)
SURVEY SETTLEMENT MARKER
10'14'
22'
LIMITS OF MUCK EXCAVATION
LIMITS OF MUCK EXCAVATION
TOE EL 3.0'
STA 267+50
EL. 9.5
EL. 9.5
SEE DETAIL A5, SHEET CZ0017 (TYP)
BACKFILL EXISITNG CANALS,
3H:1V
3H:1V
2%
3H:1V
STA 267+17.78
AND BOTTOM TRANSITION
BEGIN CANAL SLOPE
STA 267+92.78
END CANAL SLOPE AND BOTTOM TRANSITION
EL. 3.3
EL. 6.0
EL. 3.3
EL. 6.0
6" TOPSOIL/VEGETATED SLOPE
(AGGREGATE SURFACING)
ACCESS ROAD
STA 271+00
(SEE NOTE 2)
CANAL ARMORING
LIMITS OF CONSTRUCTION
PROPERTY LINE AND
BOTTOM TRANSITION
CANAL SLOPE AND
LIMITS OF MUCK EXCAVATION
0'
R
END TRANSITION842,577.65 635,663.93 4
BEGIN TRANSITION842,477.62 635,669.43 3
END TRANSITION842,298.64 635,486.90 2
BEGIN TRANSITION842,306.10 635,387.00 1
DESCRIPTIONEASTINGNORTHINGPOINT
STA 267+00
TO DRAIN
GRADE
14'
16'
16'
STA 267+95 (SEE NOTE 6)
SLURRY WALL TRANSITION
(SEE NOTE 6)
BOTTOM EL -25.0'
SLURRY WALL
(SEE NOTE 6)
BOTTOM EL -30.0'
SLURRY WALL
(SEE NOTE 6)
TOP EL 6.0'
SLURRY WALL
INV 9.34'
DRAINAGE DITCH
(SEE NOTE 6)
SLURRY WALL
STA 267+95 (SEE NOTE 6)
SLURRY WALL TRANSITION
PVC PIPE (TYP)
12" SCH 80 SLOTTED
270+00
D D
D
262+00 263+00 264+00 265+00 266+00 267+00 268+00 269+00 270+00 271+00 272+00 273+00
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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
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SW 26TH ST
GRIFFIN ROAD
N
KEY PLAN
D-511 EMBANKMENT PLAN STA. 261+00 TO STA. 273+00
D-511 EMBANKMENT PROFILE STA. 261+00 TO STA. 273+00
100' 200'0 10' 20'0
100' 200'0
GENERAL NOTES
(HORIZ.) (VERT.)
3H:1V
3H:1V
2.5H:1V
C-11 IMPOUNDMENT
MATCH LINE STA. 273+00 - SEE SHEET CF0019
M A
T C
H L
IN
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ACCESS ROAD (AGGREGATE SURFACING)
ACCESS ROAD
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6. SEE SHEET CF0004 FOR SLURRY WALL LAYOUT DETAILS.
SEE SHEET CZ0019 FOR CLEANOUT DETAIL.5.
SEE SHEET CZ0019 FOR DRAINAGE SWALE DETAIL.4.
SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE. 3.
2. REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.
TO 18.52' (INSIDE CREST). SEE TYPICAL SECTIONS.
D-511 EMBANKMENT CREST SLOPED AT 2% FROM EL = 18.8' (OUTSIDE CREST) 1.
1% 1% 1% 1%
N
(HORIZ.)
F L
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261+00
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BOAT RAMP
2.5H:1V 3H:1V
2.5H:1V 3H:1V
TOE GRADED FROM EL 4.75 AT STA 241+00 TO EL 3.00 AT STA 267+50.5.
FOR LIMITS AND DETAILS.
ZONE OF WAVE BREAK RIB PROTECTION ALONG UPSTREAM SLOPE. SEE SHEET CZ0018 4.
ALIGNMENT.
DEGREE CURVES ALONG THE 12 INCH SCHEDULE 80 SLOTTED PVC PIPE TOE DRAIN
USE (8) EQUALLY SPACED 11.25 DEGREE SCHEDULE 80 PVC ELBOWS TO CONSTRUCT 90 3.
2. TOE DRAIN STRUCTURE OUTLET SEE DETAIL F5 SHEET CZ0021.
CZ0028 FOR TOE DITCH GRADING DETAILS.
TOE DITCH DRAINAGE OUTLET SEE DETAIL A5 SHEET CZ0021. SEE SHEETS CZ0027 AND 1.
SHEET KEYNOTES
2.5H:1V
2%
(TYP)
CLEANOUT
INTERNAL INSPECTION ROAD
H
:1 V
H
:1 V
3H:1V 3H:1V
2%
3H:1V
2% 3H:1V
(TYP)
POINT TABLE
(TYP)
3H:1V
CF0036
C1
CZ0012
D1
CF0036
E1
CZ0019
E6
CZ0021
C1
CZ0021
E1
CZ0021
C1
CZ0019
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CP18-BCWPA-CB-01
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.9
.3
.7
.6
.3
.1
.9
.6
.6
.5
.6
.7
.2
.5
.0
.1
.1
.1
.0
W
E B
E R
S T
A
T O
S T
A
P L
A N
A N
D P
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F
IL
E
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I
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CF0019
S
P O
P H
A M
V
S E
V E
R A
N
B
U R
B
U R
K E
THIS SHEET
CL EL 18.66' (SEE NOTE 1)
D-511 EMBANKMENT,
EXISTING GRADE
C-511 CANAL, BOTTOM EL -12.5
C-511 CANAL
D-511 EMBANKMENT
CL C-511 CANAL
PVC PIPE (TYP)
12" SCH 80 SLOTTED
12" SCH 80 SLOTTED PVC PIPE (TYP)
PVC PIPE (TYP)
SLOTTED
12" SCH 80
INV 9.34'
DRAINAGE DITCH
INV 9.34'
DRAINAGE DITCH
INV 9.34'
DRAINAGE DITCH
INV 6.34'
CULVERT (52 LF)
15" HDPE
STA 275+95.00
INV 6.34'
DRAINAGE DITCH
INV 6.34'
DRAINAGE DITCH
INV 6.34'
DRAINAGE DITCH
INV 6.34'
DRAINAGE DITCH
INV 6.34'
CULVERT (52 LF)
15" HDPE
STA 282+00.00
INV 6.34'
CULVERT (52 LF)
15" HDPE
STA 288+00.00
INV 6.34'
CULVERT (52 LF)
15" HDPE
STA 294+00.00
EL 9.5'
ACCESS ROAD
D-511 EMBANKMENT
MANHOLE (TYP)
5' DIAMETER
MARKER (TYP - EVERY 250 FT)
SURVEY SETTLEMENT
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENTTOE OF SLOPE
S-509 UNGATED CULVERT
UNGATED CULVERT
S-509
14'
INTERNAL INSPECTION ROAD
10'
LIMITS OF MUCK EXCAVATIONLIMITS OF MUCK EXCAVATION
(SEE NOTE 2)
ON EACH SIDE OF S-509 CULVERT
TERMINATE PVC PIPE (TOE DRAIN)
EL 9.5
SEE DETAIL A5, SHEET CZ0017 (TYP)
BACKFILL EXISTING CANALS,
EACH SIDE OF S-509 CULVERT
TERMINATE PVC PIPE (TOE DRAIN) ON
16'
14'
DEBRIS BARRIER
FLOATING
ACCESS RAMP (ASPHALT)
ACCESS RAMP (ASPHALT)
16'
STA 282+00
(SEE NOTE 4)
CANAL ARMORING
14'
CL DRAINAGE DITCH
LIMITS OF MUCK EXCAVATION
3H:1V3H:1V
16' 16'
END TRANSITION844,431.31 635,679.23 7
BEGIN TRANSITION844,331.36 635,672.73 6
END TRANSITION844,690.32 636,030.69 5
BEGIN TRANSITION844,683.53 635,930.74 4
END CURVE843,796.00 635,579.15 3
REVERSE CURVE843,778.04 635,582.39 2
BEGIN CURVE843,737.34 635,588.74 1
DESCRIPTIONEASTINGNORTHINGPOINT
POINT TABLE
R
R
(SEE NOTE 8)
BOTTOM EL -25.0'
SLURRY WALL
(SEE NOTE 8)
BOTTOM EL -25.0'
SLURRY WALL
(SEE NOTE 8)
TOP EL 6.0'
SLURRY WALL
(SEE NOTE 8)
TOP EL 6.0'
SLURRY WALL
(SEE NOTE 8)
SLURRY WALL
FOR DETAILS.
SEE SHEET CZ0032
TRANSITION CURVE,
ESA SLURRY WALL
FOR DETAILS.
SEE SHEET CZ0032
TRANSITION CURVE,
ESA SLURRY WALL
295+00
400+00
405+00
440+00
D D D
D
273+00 274+00 275+00 276+00 277+00 278+00 279+00 280+00 281+00 282+00 283+00 284+00 285+00 286+00 287+00 288+00 289+00 290+00 291+00 292+00 293+00 294+00 295+00
-40 -40
-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
-30 -30
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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
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F L
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ID
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SW 36TH ST
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SW 26TH ST
GRIFFIN ROAD
N
KEY PLAN
D-511 EMBANKMENT PLAN STA. 273+00 TO STA. 296+00
D-511 EMBANKMENT PROFILE STA. 273+00 TO STA. 296+00
100' 200'0 10' 20'0
100' 200'0
8. SEE SHEET CF0004 FOR SLURRY WALL LAYOUT DETAILS.
SEE SHEET CZ0019 FOR CLEANOUT DETAIL.7.
SEE SHEET CZ0019 FOR DRAINAGE SWALE DETAIL.6.
SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE. 5.
REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.4.
SEE STRUCTURAL PLAN S-3401 FOR S-509.3.
SEE ENLARGED CIVIL PLAN CF1911 FOR S-509.2.
TO 18.52' (INSIDE CREST). SEE TYPICAL SECTIONS.
D-511 EMBANKMENT CREST SLOPED AT 2% FROM EL = 18.8' (OUTSIDE CREST) 1.
GENERAL NOTES
3H:1V
3H:1V
3H:1V
3H:1V
3H:1V
3H:1V
H
:1 V
H
:1 V
M A
T C
H L
IN
E
S T
A
S
E E
S H
E E
T C
F
MATCH LINE STA. 296+00 - SEE SHEET CF0020
(HORIZ.) (VERT.)
2%
ACCESS ROAD (AGGREGATE SURFACING)
ACCESS ROAD (AGGREGATE SURFACING)
H :1
V
H :1
V
TURNAROUND
PULLOUT /
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
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
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
E C
A S
T M
H
O F
F S
E T
L
E F
T
S T
A
.0
C-11 IMPOUNDMENT
1% 1% 1% 1% 1% 1% 1% 1%
N
FLOW
F L
O W
FOR LIMITS AND DETAILS.
ZONE OF WAVE BREAK RIB PROTECTION ALONG UPSTREAM SLOPE. SEE SHEET CZ0018 5.
ALIGNMENT.
DEGREE CURVES ALONG THE 12 INCH SCHEDULE 80 SLOTTED PVC PIPE TOE DRAIN
USE (8) EQUALLY SPACED 11.25 DEGREE SCHEDULE 80 PVC ELBOWS TO CONSTRUCT 90 4.
CF0073 TO CF0083 FOR DETAILS).
INSTRUMENTATION EQUIPMENT NOT SHOWN ON THIS SHEET FOR CLARITY (SEE SHEETS
3. 3-POLE MOUNT RTU (SEE SHEETS IZ0044, IZ0048 & CF0081). ASSOCIATED
2. TOE DRAIN STRUCTURE OUTLET SEE DETAIL F5 SHEET CZ0021.
CZ0028 FOR TOE DITCH GRADING DETAILS.
TOE DITCH DRAINAGE OUTLET SEE DETAIL A5 SHEET CZ0021. SEE SHEETS CZ0027 AND 1.
SHEET KEYNOTES
2%
296+00
3H:1V
F L
O W
2%
SINGLE ACCESS GATES
SINGLE ACCESS GATES
C-11 IMPOUNDMENT
INTERNAL INSPECTION ROAD
6" TOPSOIL/VEGETATED SLOPE
CLEANOUT (TYP)
H
:1 V
H
:1 V
H
:1 V
H
:1 V
H
:1 V
H
:1 V
%2
(TYP)
(TYP)
H
:1 V
2%2%
3H:1V
3H:1V
2%
3H:1V
3H:1V
2%
440+00
CF0036
E1
CF0037
D1
CZ0016
A6
CZ0003
D3
CZ0003
D3
CZ0019
E6
CZ0021
E1
CZ0021
E1
CZ0021
C1
CF1911
A1
CZ0010
E6
CZ0010
E6
CZ0010
E6
CZ0010
A6
CZ0010
D6
CZ0032
C1
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
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M
O D
- F
IN
AL
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FO
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ST
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NDRAFT
File details come from the government source that posted it. Updated .