01_DRAFT_CNT2_Plans_4Civil_Part19.pdf
PDF 19 MB Posted
- Solicitation number
- W912EP25Z0012
About this file
This file contains detailed engineering drawings showing plan and profile views of embankment sections for the C-11 Impoundment project in Broward County, Florida. The drawings specifically cover stations 145+00 to 238+00 of the D-511 embankment, depicting elevation profiles, drainage features, and construction details.
The drawings indicate embankment elevations of 18.66 feet, drainage ditches with invert elevations around 9.34 feet, and a C-511 canal with a bottom elevation of -20.0 feet. Key features shown include slurry wall sections (with bottom elevations to -35.0 feet), access roads, toe drains with 12-inch slotted PVC pipe, drainage structures, broad-crested weirs, and survey settlement markers placed every 250 feet. The plans also show construction transition areas, property lines, and detailed specifications for culverts, manholes, and drainage features. Cross-sections indicate 3:1 and 2.5:1 slope ratios for embankment sides and include specifications for soil-cement crest and internal slope treatments.
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-0114
CP08-BCWPA-TP-0167
.0
.8
.9
.9
.2
.9
.0
.0
.2
.9
S 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
J B
U R
K E
DRAINAGE DITCH
L DRAINAGE DITCHC
EL 9.5'
ACCESS ROAD
THIS SHEET
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
SEE SHEET GC0007
TEMPORARY SHALLOW DRAINAGE DITCH,
TEMPORARY CAP, SEE SHEET CZ0029
12" DIAMETER SLOTTED TOE DRAIN WITH
FNCC 6 FT CHAIN LINK SECURITY FENCE EXISTING CANAL B/4
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
/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. 145+00 TO STA. 155+00
N
100' 200'0 10' 20'0
GENERAL NOTES
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
A1
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
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-0133
-CB-0108
CP07-BCWPA
CP07-BCWPA-CB-0109
.2
.2
.1
.0
.9
.0
.2
.8
.0
.2
.0
.5
.5
.1
.5
.7
W
W
E B
E R
S 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
CF0015
S
P O
P H
A M
V
S E
V E
R A
N C
E
J B
U R
WEIR STA. 214+18
BROAD CRESTED
S-505C
EXISTING GRADE
C-511 CANAL, BOTTOM EL -20.0'
CANAL
CL C-511
TOE OF SLOPE
STA 209+50
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENT
12" SCH 80 SLOTTED PVC PIPE (TYP)
5' DIAMETER MANHOLE (TYP)
PVC PIPE (TYP)
12" SCH 80 SLOTTED
INV. 6.34'
CULVERT (52 LF)
15" HDPE
210+00.00
INV 6.34'
DRAINAGE DITCH
DRAINAGE DITCH INV 9.34'
INV 9.34'
DRAINAGE DITCH
EL 9.5'
ACCESS ROAD
EL 18.66' (SEE NOTE 3)�
D-511 EMBANKMENT,
S-505C
EVERY 250 FT)
MARKER (TYP -
SURVEY SETTLEMENT
22'
10'
MUCK EXCAVATION
LIMITS OF
LIMITS OF MUCK EXCAVATION
EL 9.5
TRANSITION STA 213+28
BEGIN TOP OF BANK
TRANSITION STA 214+18
END TOP OF BANK
LIMITS OF CONSTRUCTION
PROPERTY LINE AND
C-511 CANALSTA 205+00
6" TOPSOIL/VEGETATED SLOPE
EL 3.3
EL 3.3
TOP OF BANK
EL 6.0
TOP OF BANK
EL 6.0
TOP OF BANK
EL 5.3
TOP OF BANK
EL 5.3
(SEE NOTE 9)
BOTTOM EL -35.0'
SLURRY WALL,
(SEE NOTE 9)
TOP EL 6.0'
SLURRY WALL,
(SEE NOTE 9)
SLURRY WALL
INV 2.0'
15" HDPE (38 LF)
STA 213+15
GRADE TO DRAIN
GRADE TO DRAIN
INV 2.5'
15" HDPE (32 LF)
STA 205+60
GRADE TO DRAIN
STA 214+50 (SEE NOTE 9)
SLURRY WALL TRANSTION
16'
END TRANSITION842,807.27 629,419.51 2
BEGIN TRANSITION842,814.22629,336.271
DESCRIPTIONEASTINGNORTHINGPOINT
POINT TABLE
SEE SHEET CZ0029
12" TEMPORARY CAP,
SEE SHEET CZ0031 FOR TRANSITION DETAILS
PERMANENT SURFACE MATERIAL PLACEMENT,
END FULL DEPTH CONSTRUCTION AND
STA 205+00
SEE SHEET CZ0031 FOR TRANSITION DETAILS
PERMANENT SURFACE MATERIAL PLACEMENT,
END FULL DEPTH CONSTRUCTION AND
STA 205+00
TERMINATION, SEE SHEET CZ0029
TEMPORARY SLURRY WALL
INTERNAL INSPECTION ROAD
DITCH, SEE SHEET GC0007
TEMPORARY SHALLOW DRAINAGE
SEE SHEET CZ0029
12" TEMPORARY CAP,
STA 214+50 (SEE NOTE 9)
SLURRY WALL TRANSITION
STA 212+20
STA 213+91
210+
D
D
199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00
-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
215+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
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:
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
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
D-511 EMBANKMENT PLAN STA. 199+00 TO 215+00
D-511 EMBANKMENT PROFILE STA. 199+00 TO 215+00
FOR TEMPORARY SLURRY WALL TERMINATION DETAILS.
SEE SHEET CF0004 FOR SLURRY WALL LAYOUT DETAILS. SEE SHEET CZ0029 9.
SEE SHEET CF1913 FOR PERMANENT STOCKPILE REQUIREMENTS.8.
REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.7.
SEE SHEET CZ0019 FOR CLEANOUT DETAIL.6.
SEE SHEET CZ0019 FOR DRAINAGE SWALE DETAIL.5.
4. 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) 3.
2. SEE ENLARGED CIVIL PLAN CF1903 FOR S-505C.
SEE STRUCTURAL DRAWINGS S-2701 AND S-2702 FOR DETAILS. 1.
100' 200'0 10' 20'0
1% 1%
(HORIZ.)
N
(HORIZ.) (VERT.)
3H :1V
3H :1V
2.5 H:1
V
C-11 IMPOUNDMENT
ACCESS R
OAD (
AGGREGAT
E S
URFA
CIN
G)
S
E E S
H E
E T C
F
M A T
C H L
IN
E S
T A
2.5 H:1
V
100' 200'0
2% 3H :1V
DRAIN
AGE D
ITCH
IN
V
B O
T T
O M
.0
IN
V O
U T
.2
W
(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
W
(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%
FL
OW
BOAT RAMP
PERIMETER DRAINAGE OUTLET TO CANAL SEE DETAIL B8 SHEET CZ0021.4.
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 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)
(SEE NOTE 7)
CANAL ARMORING
(TYP)
US 27 TRUCK STOP
US 27 (NORTHBOUND)
1%
(SEE NOTE 7)
CANAL ARMORING
CZ0012
A1
CF0036
A1
CZ0019
E6
CZ0021
E1
CZ0021
C1
CZ0019
B3
CZ0019
B3
CZ0019
B3
CZ0031
A1
CF1903
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-0042
CP07-BCWPA-CB-0132
CB-0043
CP06-BCWPA-
CP07-BCWPA-CB-0131
CP08-BCWPA-TP-0174
.4
.6
.7
.8
.6
.6
.1
.2
.7
.6
.7
.7
.8
.0
.9
.1
.2
.4
.4
.5
.2
.3
.5
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
CF0016
S
P O
P H
A M
V
S E
V E
R A
N C
E
J B
U R
EL 9.5'
ACCESS ROAD
EL -20.0'
EXISTING GRADE
TOE OF SLOPE
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENT
CL EL 18.66' (SEE NOTE 3)
D-511 EMBANKMENT,
C-511 CANAL, BOTTOM EL -20.0'
CL C-511 CANAL
PVC PIPE (TYP)
12" SCH 80 SLOTTED
5' DIAMETER MANHOLE( TYP)
PVC PIPE (TYP)
12" SCH 80 SLOTTED
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA 216+00.00
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA. 222+00.00
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA 228+00.00
INV. 6.34'
CULVERT (52 LF)
15" HDPE
STA 234+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
DITCH INV 9.34'
DRAINAGE
MANHOLE (TYP)
5' DIAMETER
DRAINAGE DITCH�
MARKER (TYP - EVERY 250 FT)
SURVEY SETTLEMENT
LIMITS OF MUCK EXCAVATION
EL 9.5
3H:1V 2%
3H:1V
LIMITS OF CONSTRUCTION
PROPERTY LINE AND
(AGGREGATE SURFACING)
ACCESS ROAD
6" TOPSOIL/VEGETATED SLOPE
LIMITS OF MUCK EXCAVATION
(SEE NOTE 5)
TOP EL 6.0'
SLURRY WALL
(SEE NOTE 5)
SLURRY WALL
GRADE TO DRAIN
INV 3.0'
15" HDPE (34 LF)
STA 219+50
INV 3.0'
15" HDPE (34 LF)
STA 223+50
INV 3.0'
15" HDPE (34 LF)
STA 233+00
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
2 1
END TRANSITION842,376.40 630,579.27 2
BEGIN TRANSITION842,371.87 630,479.19 1
DESCRIPTIONEASTINGNORTHINGPOINT
POINT TABLE
(SEE NOTE 5)
BOTTOM EL -30.0'
SLURRY WALL
SEE NOTE 5
SLURRY WALL
D D D D
215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+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
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:
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
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
D-511 EMBANKMENT PLAN STA. 215+00 TO STA. 238+00
D-511 EMBANKMENT PROFILE STA. 215+00 TO STA. 238+00
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.
US 27
PULLOUT / TURNAROUND
IN
V
B O
T T
O M
.0
IN
V O
U T
.2
W
(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
W
(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
W
(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
W
(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% 1% 1%
N
(HORIZ.)
C-11 IMPOUNDMENT
2.5H:1V
2.5H: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.)
ACCESS ROAD (AGGREGATE SURFACING)
100' 200'0 10' 20'0
100' 200'0
238+00
FLOW FLOW
DEBRIS BARRIER
FLOATING
USE DETAIL D6 SHEET CZ0010, APPLY 5' OFFSET TO MANHOLE STATION.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.
PERIMETER DRAINAGE OUTLET TO CANAL SEE DETAIL B8 SHEET CZ0021.5.
4. 3-POLE MOUNT RTU (SEE SHEETS IZ0044 & IZ0048).
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 & CF0080) 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%
3H:1V
3H:1V
INTERNAL INSPECTION ROAD
2%
CLEANOUT
(TYP)(TYP)
(TYP)
US 27 (NORTHBOUND)
3H:1V
CZ0016
A6
CF0036
C1
CZ0005
D1
CZ0019
E6
CZ0021
E1
CZ0021
C1
CZ0019
B3CZ0019
B3
CZ0019
B3
CZ0019
B3
CZ0019
B3
CZ0010
A6
CZ0010
A6
CZ0010
E6
CF1903
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
File details come from the government source that posted it. Updated .