01_DRAFT_CNT2_Plans_4Civil_Part17.pdf
PDF 18 MB Posted
- Solicitation number
- W912EP25Z0012
About this file
This file contains four civil engineering plan sheets (CF0007-CF0010) showing detailed plans and profiles for sections of the D-511 embankment of the C-11 Impoundment in Broward County, Florida. The plans cover stations 23+00 to 91+00 and show cross-sections of a major water control embankment with associated drainage features.
The plans detail key design elements including: a soil-cement crest embankment with internal slope (elevation 18.66'), a C-511 canal with bottom elevation -23.0', 12" SCH 80 slotted PVC drainage pipes, 15" HDPE culverts at regular intervals, 5' diameter manholes, drainage ditches with invert elevations around 6.34'-9.34', access roads with aggregate surfacing, survey settlement markers every 250 feet, and a slurry wall with top elevation 6.0' and bottom elevation -35.0'. The drawings include both plan views and profile sections with detailed elevations, dimensions, and construction notes. Design features like canal armoring, floating debris barriers, and toe drain structures are also shown with references to additional detail sheets.
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
CP18-BCWPA-CB-20
CP07-BCWPA-CB-0112
CP07-BCWPA-CB-0101
CP07-BCWPA-CB-0100
444 4
.0
.8
.0
.8
.8
.9
.8
.0
.1
.1
.8
96" CMP
WATER LEVEL STAFF GAGE
WATER LEVEL STAFF GAGE
WATER LEVEL STAFF GAGE
WATER LEVEL STAFF GAGE
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
CF0007
S
P O
P H
A M
V
S E
V E
R A
N C
E
J
B
U R
K
THIS SHEET
CL EL 18.66' (SEE NOTE 3)
D-511 EMBANKMENT,
GRADE
EXISTING
BOTTOM EL -2.5
STA 29+54.90
C-511 CANAL,
PVC PIPE (TYP)
12" SCH 80 SLOTTED
MANHOLE (TYP)
5' DIAMETER
S-508B 6' DIA GATED CULVERT
INV 6.34'
DRAINAGE DITCH
INV. 6.34'
CULVERT (72 LF)
15" HDPE
STA 29+08
DRAINAGE DITCH INV 9.34'
INV 9.34'
DRAINAGE DITCH
EL 9.5'
ACCESS ROAD
BOTTOM EL -23.0
STA 31+60.50
C-511 CANAL,
GATED CULVERT
S-508B 6' DIA
12" SCH 80 SLOTTED PVC PIPE (TYP)
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENT
CL C-511 CANAL
ON CREST)
(AGGREGATE SURFACING
SOUTHWEST 26TH STREET
L-511 LEVEE AND RAISED
CL C-511 CANAL
CL DRAINAGE DITCH
14'
16'
LIMITS OF MUCK EXCAVATION
LIMITS OF MUCK EXCAVATION
EL. 9.5
END CURVE847,874.87 637,691.87 3
RADIUS847,655.57 637,693.11 2
BEGIN CURVE847,653.19 637,912.40 1
DESCRIPTIONEASTINGNORTHINGPOINT
SHEET CZ0017 (TYP.)
SEE DETAIL A5,
BACKFILL EXISTING CANALS,
3H:1V
2%
3H:1V
70'
3H:1V
2%
2%
VARIES
3H:1V
2%
TRANSITION STA 29+55.5
BEGIN SLOPE AND CANAL BOTTOM
END SLOPE AND CANAL BOTTOM TRANSITION STA 31+60.5
(AGGREGATE SURFACING)
ACCESS ROAD
SURFACING ON CREST)
L L-512 LEVEE (AGGREGATE C
(SEE NOTE 4)
CANAL ARMORING
EXISTING OVERHEAD POWER
LIMITS OF CONSTRUCTION
PROPERTY LINE AND
SURFACING)
ACCESS ROAD (AGGREGATE
14'
MARKER (TYP - EVERY 250 FT)
SURVEY SETTLEMENT
STA 27+00
WEST FOR THEIR CONVENIENCE.
OTHERWISE IMPACT EXISTING POLES TO THE
OTHERS). CONTRACTOR MAY REMOVE OR
ENERGIZED FROM THIS POLE WESTWARD (BY
EXISTING OVERHEAD POWER LINE DE-
(SEE NOTE 9)
SLURRY WALL
CANAL B/4
EXISTING STA 29+50 (SEE NOTE 9)
SLURRY WALL TRANSITION
BOTTOM EL -15.0'
SLURRY WALL
(SEE NOTE 9)
TOP EL 6.0'
SLURRY WALL
BOTTOM EL -35.0'
SLURRY WALL
(SEE NOTE 9)
TRANSITION STA 29+50
SLURRY WALL
30+00
735+00
D
D
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00
-40 -40
-20 -20
-10 -10
0 0
10 10
20 20
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
-30 -30
23+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
/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
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
C1
D-511 EMBANKMENT PLAN STA. 23+00 TO STA. 34+00
A1
D-511 EMBANKMENT PROFILE STA. 23+00 TO STA. 34+00
100' 200'0 10' 20'0
GENERAL NOTES
9. SEE SHEET CF0004 FOR SLURRY WALL LAYOUT DETAILS.
SEE SHEET CZ0019 FOR CLEANOUT DETAIL.8.
SEE SHEET CZ0019 FOR DRAINAGE SWALE DETAIL.7.
6. SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE.
STILLING WELL.
SEE STRUCTURAL PLAN SZ0017 FOR MONITORING STATION PLATFORM 5.
4. 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) 3.
SEE STRUCTURAL PLANS S-3201 FOR S-508B.2.
SEE ENLARGED CIVIL PLAN CF1909 FOR S-508B. 1.
(HORIZ.) (VERT.)
100' 200'0
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
1 %
0.9% 0.9%
10H :1V
MITIGATION AREA "A"
3H:1V
3H:1V
M A
T C
H L
IN
E S
T A . 2
- S
E E S
H E
E T C
F
M
AT
C H L
IN
E S
TA
. 3
4+ S E E S
H E E T
C F0
C-11 IMPOUNDMENT
(HORIZ.)
N
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
F
LO
W
H :1
V
H :1
V
2%
3H:1V
2%
FLOW
2.5H:1V
H :1
V
BARRIER
DEBRIS
FLOATING
BE REMOVED AS NEEDED FOR CONSTRUCTION OF SITE FEATURES.
APPROXIMATE LOCATION OF ABANDONED FIBER OPTIC LINE (2-1.5" HDPE CONDUITS), TO 7.
AND COORDINATES.
FLORIDA BONNETED BAT HOUSE, SEE SPECIFICATION SECTION 01 57 20 FOR DETAILS 6.
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.
3. 3-POLE MOUNT RTU SEE SHEETS IZ0044 & IZ0048.
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
R
9.
2.5H:1V
H :1
V
2%
POINT TABLE
CLEANOUT (TYP)
BARRIER GATE
PEDESTRIAN ACCESS
BARRIER GATE
PEDESTRIAN ACCESS
GATE
ACCESS BARRIER
PEDESTRIAN
INTERNAL INSPECTION ROAD
6" TOPSOIL/VEGETATED SLOPE
ACCESS ROAD (AGGREGATE SURFACING)
CF0034
A1
CZ0023
A6
CZ0023
A6
CZ0023
A6
CZ0019
E6
CZ0021
E1
CZ0021
C1
CF0034
C1
CF1909
A1
CZ0005
D1
CF1905
A1
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-0124
CP06-BCWPA-CB-0057
CP05-BCWPA-CB-004
CP07-BCWPA-CB-0123
.6
.6
.2
.4
.1
.6
.9
.4
.8
.9
.7
.9
.4
-3 .9
.9
.7
.9
.6
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
CF0008
S
P O
P H
A M
V
S E
V E
R A
N
B
U R
FLAP GATE
WITH RISER AND
S-508A 4' DIA CULVERT
CL C-511 CANAL
TOE OF SLOPEAND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENT
PVC PIPE (TYP)
SLOTTED
12" SCH 80
CL EL 18.66' (SEE NOTE 3)
D-511 EMBANKMENT,
EXISTING GRADE
C-511 CANAL, BOTTOM EL -23.0'
PVC PIPE (TYP)
12" SCH 80 SLOTTED
MANHOLE (TYP)
5' DIAMETER
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA 35+50.00
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA 47+51.00
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA 41+50.00
INV 9.34'
DRAINAGE DITCH
INV 9.34'
DRAINAGE DITCH
INV 9.5'
DRAINAGE DITCH
INV 6.34'
DRAINAGE DITCH
INV 6.34'
DRAINAGE DITCH
INV 6.34'
DRAINAGE DITCH
EL 9.5'
ACCESS ROAD
WITH RISER AND FLAP GATE
S-508A 4' DIA CULVERT
(TYP - EVERY 250 FT)
SURVEY SETTLEMENT MARKER
MARKER (TYP)
SETTLEMENT
SURVEY
LIMITS OF MUCK EXCAVATION
EXCAVATION
LIMITS OF MUCK
PVC PIPE (TYP)
12" SCH 80 SLOTTED
SEE DETAIL A5, SHEET CZ0017 (TYP.)
BACKFILL EXISTING CANALS,
EL 9.5
BEGIN SLOPE TRANSITION STA 51+92.5
2 1
CANAL BANK)
EXISTING
DISTURBANCE TO
(MINIMIZE
PROPERTY LINE
(AGGREGATE SURFACING)
ACCESS ROAD
STA 50+00STA 38+00
PROPERTY LINE
GRADE TO DRAIN
TOE EL 4.0'
STA 50+45
TOE EL 3.9'
STA 42+00
TOE EL 2.0'
STA 48+80
INV 2.0'
AND HEADWALL
15" HDPE (44 LF)
STA 47+50
END TRANSITION848,196.51 637,163.49 3
BEGIN TRANSITION848,096.45 637,168.42 2
BEGIN TRANSITION849,578.09 637,001.65 1
DESCRIPTIONEASTINGNORTHINGPOINT
POINT TABLE
(SEE NOTE 9)
SLURRY WALL
(SEE NOTE 9)
BOTTOM EL -35.0'
SLURRY WALL
(SEE NOTE 9)
TOP EL 6.0'
SLURRY WALL
D D D
34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00
-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
30 30
-30
-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
/1
/2
/0
/2
/0
/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
R
T A
S U
B M
IT
T
A L
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. 34+00 TO STA. 52+00
D-511 EMBANKMENT PROFILE STA. 34+00 TO STA. 52+00
C-11 IMPOUNDMENT
ACCESS ROAD (AGGREGATE SURFACING)
3H:1V
3H:1V
2.5H:1V
2.5H:1V
3H:1V
3H:1V
LAYDOWN/STAGING AREA
- SEE SHEET CF0009
MATCH LINE STA. 52+00
M
AT
C H L
IN
E S
TA
. 3
4+
S E E S
H E E T
C F0
2%
DRAINAGE DITCH
PULLOUT / TURNAROUND
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 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 R
E C
A S
T M
H
O F
F S
E T
L
E F
T
S T
A
.0
0.8%
1% 1% 1% 1% 1% 1%
100' 200'0
(HORIZ.)
N
100' 200'0 10' 20'0
(HORIZ.) (VERT.)
9. SEE SHEET CF0004 FOR SLURRY WALL LAYOUT DETAILS.
SEE SHEET CZ0019 FOR CLEANOUT DETAIL.8.
SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE. 7.
SEE SHEET CZ0019 FOR DRAINAGE SWALE DETAIL.6.
STILLING WELL.
SEE STRUCTURAL PLAN SZ0017 FOR MONITORING STATION PLATFORM 5.
4. 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) 3.
SEE STRUCTURAL PLAN S-3101 FOR S-508A.2.
SEE ENLARGED CIVIL PLAN CF1908 FOR S-508A. 1.
52+00
INTERNAL INSPECTION ROAD
FLOW
BOAT RAMP
2.5H:1V 2.5H:1V
3H :1
V
3H :1
V
3H:1V
2%
3H:1V
TO GRADED FROM EL 2.0' AT STA 48+80 TO EL 4.00' AT STA 50+45.9.
PERIMETER DRAINAGE OUTLET TO CANAL SEE DETAIL B8 SHEET CZ0021.8.
TOE GRADED FROM EL 3.9' AT STA 42+00 TO EL 2.00' AT STA 47+50.7.
SHEETS CF0073 TO CF0083 FOR DETAILS.
INSTRUMENTATION EQUIPMENT NOT SHOWN ON THIS SHEET FOR CLARITY (SEE
3-POLE MOUNT RTU (SEE SHEETS IZ0044, IZ0048 & CF0078). ASSOCIATED 6.
CZ0018 FOR LIMITS AND DETAILS.
ZONE OF WAVE BREAK RIB PROTECTION ALONG UPSTREAM SLOPE. SEE SHEET 5.
PVC PIPE TOE DRAIN ALIGNMENT.
CONSTRUCT 90 DEGREE CURVES ALONG THE 12 INCH SCHEDULE 80 SLOTTED
USE (8) EQUALLY SPACED 11.25 DEGREE SCHEDULE 80 PVC ELBOWS TO 4.
3-POLE MOUNT RTU SEE SHEETS IZ0044 & IZ0048.3.
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%
6" TOPSOIL/VEGETATED SLOPE
(TYP)
CLEANOUT
3H:1V
2%
3H:1V
2.5H:1V
2.5H:1V
2%
3H:1V
(SEE NOTE 4)
CANAL ARMORING (TYP)(TYP)
LAYDOWN/STAGING AREA
CZ0016
A6
CF0034
C1
CZ0013
D1
CZ0019
E6
CZ0021
E1
CZ0021
C1
CZ0019
B3
CF1908
A1
CZ0010
A6
CZ0010
D6
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
CP07-BCWPA-CB-0122
CB-0058
CP06-BCWPA-
CP07-BCWPA-CB-0105
.4
.4
.3
.7
.4
.9
.5
.6
.4
.5
.5
.0
.5
.9
.8
.6
.6
.4
.5
.8
.3
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
CF0009
S
P O
P H
A M
V
S E
V E
R A
N
B
U R
TOE OF SLOPE
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENT
CL C-511 CANAL
CL DRAINAGE DITCH
CL EL 18.66' (SEE NOTE 1)
D-511 EMBANKMENT,
C-511 CANAL, BOTTOM EL -23.0'
EXISTING GRADE
PVC PIPE (TYP)
SLOTTED
12" SCH 80
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA 61+28.00
INV 6.34'
DRAINAGE DITCH
INV 9.34'
DRAINAGE DITCH
INV 9.34'
DRAINAGE DITCH
INV 9.34'
DRAINAGE DITCH
THIS SHEET
(TYP - EVERY 250 FT)
SURVEY SETTLEMENT MARKER
INV 6.34'
DRAINAGE DITCH
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA 54+40.00
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA. 67+28.00
INV 6.34'
DRAINAGE DITCH
LIMITS OF MUCK EXCAVATION
SEE DETAIL A5, SHEET CZ0017 (TYP)
BACKFILL EXISTING CANALS,
EL 9.5
END SLOPE TRANSITION STA 52+92.5
3H:1V
EL 9.5'
ACCESS ROAD
EXISTING CANAL BANK)
(MINIMIZE DISTURBANCE TO
PROPERTY LINE
STA 53+00
PVC PIPE (TYP)
12" SCH 80 SLOTTED
LIMITS OF MUCK EXCAVATION
CL DRAINAGE DITCH
END TRANSITION849,571.64 636,901.67 1
DESCRIPTIONEASTINGNORTHINGPOINT
POINT TABLE
(SEE NOTE 6)
BOTTOM EL -35.0'
SLURRY WALL
(SEE NOTE 6)
TOP EL 6.0'
SLURRY WALL
(SEE NOTE 6)
SLURRY WALL
EXISTING CANAL C/3
MANHOLE (TYP)
5' DIAMETER
D D D
52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00
-50 -50
-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
-30-30
-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
/1
/2
/0
/2
/0
/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
R
T A
S U
B M
IT
T
A L
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. 52+00 TO STA. 73+00
D-511 EMBANKMENT PROFILE STA. 52+00 TO STA. 73+00
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
2%
3H:1V3H:1V
6. SEE SHEET CF0004 FOR SLURRY WALL LAYOUT DETAILS.
SEE SHEET CZ0019 FOR CLEANOUT DETAIL.5.
SEE SHEET CZ0019 FOR DRAINAGE SWALE DETAIL.4.
3. SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE.
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.
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
.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
E
(6
L
F
IN
V
I N
.0
S
IN
V
I N
.0
N
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
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
.7
P R
E C
A S
T M
H
O F
F S
E T
L
E F
T
S T
A
.0
1 % 1 % 1 % 0.8% 1 %
100' 200'0
N
(HORIZ.)
100' 200'0 10' 20'0
(HORIZ.) (VERT.)
73+00
FLOW
FLOW
INTERNAL INSPECTION ROAD
PULLOUT / TURNAROUND
2%
USE DETAIL D6 SHEET CZ0010, APPLY 5' OFFSET TO MANHOLE STATION.6.
DETAILS AND COORDINATES.
FLORIDA BONNETED BAT HOUSE, SEE SPECIFICATION SECTION 01 57 20 FOR 5.
CZ0018 FOR LIMITS AND DETAILS.
ZONE OF WAVE BREAK RIB PROTECTION ALONG UPSTREAM SLOPE. SEE SHEET 4.
SHEETS CF0073 TO CF0083 FOR DETAILS).
INSTRUMENTATION EQUIPMENT NOT SHOWN ON THIS SHEET FOR CLARITY (SEE
3-POLE MOUNT RTU (SEE SHEETS IZ0044, IZ0048 & CF0078). ASSOCIATED 3.
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%
CLEANOUT (TYP)
6" TOPSOIL/VEGETATED SLOPE
(SEE NOTE 2)
CANAL ARMORING
3H:1V
3H:1V
3H:1V
(TYP) (TYP)
0.8%
CZ0016
A6
CF0034
E1
CZ0019
E6
CZ0021
E1
CZ0021
C1
CZ0010
A6
CZ0010
E6
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
CP06-BCWPA-CB-0059
CP05-BCWPA-CB-007
CP07-BCWPA-CB-0121
.2
.7
.7
.3
.8
.5
.5
.9
.4
.6
.3
.2
.7
.7
.6
.2
.1
.3
CP08-BCWPA-TP-0169
PB
PB
S
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
CF0010
S
P O
P H
A M
V
S E
V E
R A
N
B
U R
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENT
CL C-511 CANAL
TOE OF SLOPE
CL EL 18.66' (SEE NOTE 1)
D-511 EMBANKMENT,
C-511 CANAL, BOTTOM EL -23.0'
EXISTING GRADE
PVC PIPE (TYP)
12" SCH 80 SLOTTED
MANHOLE (TYP)
5' DIAMETER
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA 73+28.00
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA. 79+28.00
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA. 85+28.00
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
MARKER (TYP - EVERY 250 FT)
SURVEY SETTLEMENT
INSPECTION ROAD
INTERNAL
LIMITS OF MUCK EXCAVATION
LIMITS OF MUCK EXCAVATION
EL 9.5
SEE DETAIL A5, SHEET CZ0017 (TYP)
BACKFILL EXISTING CANALS,
STA 89+00
EXISTING CANAL BANK)
(MINIMIZE DISTURBANCE TO
PROPERTY LINE
PIPE (TYP)
12" SCH 80 SLOTTED PVC
' 2 1
END TRANSITION849,560.73 633,201.08 2
BEGIN TRANSITION849,555.19 633,301.11 1
DESCRIPTIONEASTINGNORTHINGPOINT
POINT TABLE
(SEE NOTE 6)
BOTTOM EL -35.0'
SLURRY WALL
(SEE NOTE 6)
TOP EL 6.0'
SLURRY WALL
(SEE NOTE 6)
SLURRY WALL
EXISTING CANAL C/3
D D D
74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00
-50 -50
-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
73+00
.6
-30 -30
-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
/1
/2
/0
/2
/0
/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
R
T A
S U
B M
IT
T
A L
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. 73+00 TO STA. 91+00
D-511 EMBANKMENT PROFILE STA. 73+00 TO STA. 91+00
3H:1V
3H:1V
MAT
CH
LIN
E
STA
. 9
1+
SEE
SHEET
CF0
M A
T C
H L
IN
E S
T A S
E E S
H E
E T C
F
DRAINAGE DITCH
ACCESS ROAD (AGGREGATE SURFACING)
TURNAROUND
PULLOUT /
100' 200'0
(HORIZ.)
N
6. SEE SHEET CF0004 FOR SLURRY WALL LAYOUT DETAILS.
SEE SHEET CZ0019 FOR CLEANOUT DETAIL.5.
SEE SHEET CZ0019 FOR DRAINAGE SWALE DETAIL.4.
3. SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE.
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.
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
(5
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%
100' 200'0 10' 20'0
(HORIZ.) (VERT.)
FLOW
F L O
W
2%
DETAILS AND COORDINATES.
FLORIDA BONNETED BAT HOUSE, SEE SPECIFICATION SECTION 01 57 20 FOR 5.
CZ0018 FOR LIMITS AND DETAILS.
ZONE OF WAVE BREAK RIB PROTECTION ALONG UPSTREAM SLOPE. SEE SHEET 4.
PIPE TOE DRAIN ALIGNMENT.
CONSTRUCT 90 DEGREE CURVES ALONG THE 12 INCH SCHEDULE 80 SLOTTED PVC
USE (8) EQUALLY SPACED 11.25 DEGREE SCHEDULE 80 PVC ELBOWS TO 3.
2. TOE DRAIN STRUCTURE OUTLET SEE DETAIL F5 SHEET CZ0021.
AND CZ0028 FOR TOE DITCH GRADING DETAILS.
TOE DITCH DRAINAGE OUTLET SEE DETAIL A5 SHEET CZ0021. SEE SHEETS CZ0027 1.
SHEET KEYNOTES
2%
2%
CLEANOUT (TYP)
6" TOPSOIL/VEGETATED SLOPE
(TYP) (TYP)
(SEE NOTE 2)
CANAL ARMORING
T H
S T
CZ0016
A6
CF0034
E1
CZ0019
E6
CZ0021
E1
CZ0021
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
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
File details come from the government source that posted it. Updated .