01_DRAFT_CNT2_Plans_4Civil_Part18.pdf
PDF 18 MB Posted
- Solicitation number
- W912EP25Z0012
About this file
These are civil engineering drawings showing detailed plan and profile views of the D-511 embankment construction for stations 91+00 to 145+00 of the C-11 Impoundment project in Broward County, Florida.
The drawings show specifications for a soil-cement crested embankment with internal slope, including elevation profiles, drainage features, and construction details. Key components include 12-inch schedule 80 slotted PVC drainage pipes, 5-foot diameter manholes, 15-inch HDPE culverts, drainage ditches, access roads with aggregate surfacing, and survey settlement markers placed every 250 feet. The embankment has a centerline elevation of 18.66 feet with 3:1 slopes, slurry wall sections extending to -35.0 feet elevation, and includes features like pullout/turnaround areas, security fencing, and environmental protection measures. The drawings provide detailed dimensions, elevations, stationing information, and construction notes for contractors to execute the embankment construction as part of the larger Comprehensive Everglades Restoration Plan.
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
CP07-BCWPA-CB-0119
.5
.7
.5
.2
.9
.4
.4
.0
.5
.6
.3
.0
.1
.5
.8
.1
PB
PB
PB
PB
PB
PB
PB
PB
W
S
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
CF0011
S
P O
P H
A M
V
S E
V E
R A
N C
E
J
B
U R
K
CL C-511 CANAL
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENT
PVC PIPE (TYP)
12" SCH 80 SLOTTED
DRAINAGE DITCHCL
CL EL 18.66' (SEE NOTE 1)
D-511 EMBANKMENT,
EXISTING GRADE
C-511 CANAL, BOTTOM EL -23.00'
MANHOLE (TYP)
5' DIAMETER
PVC PIPE (TYP)
12" SCH 80 SLOTTED
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA. 91+28.50
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA. 97+29.00
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA. 102+96.00
INV 6.34'
DRAINAGE DITCH
INV 6.34'
DRAINAGE DITCH
INV 6.34'
DRAINAGE DITCH
INV 9.34'
DRAINAGE DITCH
DRAINAGE DITCH INV 9.34'
INV 9.34'
DITCH
DRAINAGE
EL 9.5'
ROAD
ACCESS
THIS SHEET
MARKER (TYP - EVERY 250 FT)
SURVEY SETTLEMENT
LIMITS OF MUCK EXCAVATION
LIMITS OF MUCK EXCAVATION
EL 9.5
1 2
3H:1V
LIMITS OF CONSTRUCTION
PROPERTY LINE AND
(AGGREGATE SURFACING)
ACCESS ROADSTA 92+00
1 2
END TRANSITION848,062.74 633,009.18 4
BEGIN TRANSITION848,162.68 633,016.15 3
END TRANSITION849,282.53 633,027.04 2
BEGIN TRANSITION849,382.58 633,022.01 1
DESCRIPTIONEASTINGNORTHINGPOINT
POINT TABLE
(SEE NOTE 7)
BOTTOM EL -35.0'
SLURRY WALL
(SEE NOTE 7)
TOP EL 6.0'
SLURRY WALL
(SEE NOTE 7)
SLURRY WALL
STA 104+00
STA 106+00
D D
D
91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+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
-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 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
D1
D-511 EMBANKMENT PLAN STA. 91+00 TO STA. 107+00
A1
D-511 EMBANKMENT PROFILE STA. 91+00 TO STA. 107+00
C-11 IMPOUNDMENT
S E E S
H E E T C
F
M A T C
H L
IN
E S
T A
M A T
C H L
IN
E S
T A . 9
- S
E E S
H E
E T C
F
ACCESS ROAD (AGGREGATE SURFACING)
3H:1V
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
.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
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% 1%
1.1%
100' 200'0
N
(HORIZ.)
100' 200'0 10' 20'0
(HORIZ.) (VERT.)
GENERAL NOTES
SEE SHEET CF0004 FOR SLURRY WALL LAYOUT DETAILS.7.
SEE SHEET CZ0019 FOR CLEANOUT DETAIL.6.
SEE SHEET CZ0019 FOR DRAINAGE SWALE DETAIL.5.
MUST NOT BE DISTURBED.
EXISTING CONDITIONS WITHIN THE ENVIRONMENTALLY SENSITIVE AREA 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.
107+00
FLOW
FLO
W
INTERNAL INSPECTION ROAD
2%
DEBRIS BARRIER
FLOATING
SW 36TH STREET
AREA (SEE NOTE 4)
SENSITIVE
ENVIRONMENTALLY
2%
CZ0018 FOR LIMITS AND DETAILS.
ZONE OF WAVE BREAK RIB PROTECTION ALONG UPSTREAM SLOPE. SEE SHEET 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. BOAT WARNING SIGN SEE SHEET CZ0009.
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
3H:1V
3H:1V
CLEANOUT (TYP)
6" TOPSOIL/VEGETATED SLOPE
3H:1V
2%
3H:1V
(SEE NOTE 2)
CANAL ARMORING
VEHICLE BARRIER GATE
(TYP)
(TYP)
(SEE NOTE 2)
CANAL ARMORING
CF0034
E1
CZ0005
D1
CZ0002
D3
CZ0019
E6
CZ0021
E1
CZ0021
C1
CF1916
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
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
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
B
U R
CL C-511 CANAL
(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. 6.34'
CULVERT (52 LF)
15" HDPE
STA 108+30.00
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA 113+97.00
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA 119+97.50
INV 9.34'
DRAINAGE DITCH
INV 9.34'
DRAINAGE DITCH
INV 6.34'
DRAINAGE DITCH
INV 6.34'
DRAINAGE DITCH
INV 6.34'
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
SEE DETAIL A5, SHEET CZ0017 (TYP)
BACKFILL EXISTING CANALS,
EL 9.5
INTERNAL INSPECTION ROAD
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,
(SEE NOTE 8)
SLURRY WALL
3H:1V
MUCK EXCAVATION
LIMITS OF
STA 111+01.26
CRESTED WEIR
S-505B BROAD
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
/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. 107+00 TO STA. 122+00
D-511 EMBANKMENT PROFILE STA. 107+00 TO STA. 122+00
C-11 IMPOUNDMENT
AREA (SEE NOTE 5)
SENSITIVE
ENVIRONMENTALLY
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
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
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% 1% 1%
100' 200'0 10' 20'0
(HORIZ.) (VERT.)
F L O
W
F L O
W
SECTION FROM RTU TO AVOID CONFLICT WITH TOE DRAIN STRUCTURE OUTLET.
LOCATE SURGE BOX BOLLARDS 5' TO OPPOSITE SIDE OF INSTRUMETATION 6.
BOLLARDS AS SHOWN ON CF1902.
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 & 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.
CZ0027 AND CZ0028 FOR TOE DITCH GRADING DETAILS.
TOE DITCH DRAINAGE OUTLET SEE DETAIL A5 SHEET CZ0021. SEE SHEETS 1.
SHEET KEYNOTES
2%
2%
GATE
BARRIER
ACCESS
PEDESTRIAN
GATE
BARRIER
VEHICLE
(SEE NOTE 3)
CANAL ARMORING
(TYP)
(TYP)
(TYP)
(AGGREGATE S
URFACING)ACCESS R
OAD
SOUTHW
EST 36TH STREET
(SEE NOTE 9)
PULLOUT / TURNAROUND
CLEANOUT (TYP)
CZ0016
A6
CZ0023
A6
CZ0003
D3
CZ0019
E6
CZ0021
E1
CZ0021
C1
CF1915
A1
CZ0015
A4
CF1902
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
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
B
U R
(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. 6.34'
CULVERT (52 LF)
15" HDPE
STA 125+98.50
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA 131+99.00
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA 137+99.00
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA 143+99.00
INV 6.34'
DRAINAGE DITCH
INV 6.34'
DRAINAGE DITCH
INV 6.34'
DRAINAGE DITCH
DITCH INV 6.34'
DRAINAGE
INV 9.34'
DRAINAGE DITCH
DRAINAGE DITCH INV 9.34'
INV 9.34'
DRAINAGE DITCH
INV 9.34'
DRAINAGE DITCH
CL DRAINAGE DITCH
ROAD EL 9.5'
ACCESS
THIS SHEET
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
SECURITY FENCE
FNCC 6 FT CHAIN LINK
EXISTING CANAL B/4
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
/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. 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)
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%
TO MANHOLE STATION.
USE DETAIL E6 SHEET CZ0010, APPLY TO EXISTING TURNOUT AND USE 5' OFFSET 6.
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 5.
DETAILS AND COORDINATES.
FLORIDA BONNETED BAT HOUSE, SEE SPECIFICATION SECTION 01 57 20 FOR 4.
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 & CF0079). 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%
2% INTERNAL INSPECTION ROAD
6" TOPSOIL/VEGETATED SLOPE
CLEAN OUT (TYP)
(TYP)(TYP)
CZ0016
A6
CF0035
A1
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 .