01_DRAFT_CNT2_Plans_4Civil_Part33.pdf
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- W912EP25Z0012
About this file
This file contains engineering drawings and technical specifications for the Broward County Water Preserve Areas Project Contract 2, showing detailed construction plans for access gates, slurry walls, embankment transitions, riprap details, drainage details, and structure interfaces.
The drawings include specifications for pedestrian/equestrian access gates with bollards and vehicle barrier gates, slurry wall bottom elevation transitions ranging from -35' to -10', riprap treatment details for stone types A, C and D with geotextile fabric requirements, toe ditch construction details with specific grading requirements, embankment transition details at stations 145+00 and 205+00, and conceptual cofferdam interface details for structure S-506A. The drawings contain precise measurements, elevations, and construction requirements including drainage resumption details, temporary work platforms, and interface specifications between different construction phases. Each drawing includes standard engineering title blocks with design, review and approval information, and all sheets are marked as "CONTRACT 2 MOD003 - FOR INFORMATION ONLY - NOT REVIEWED - NOT FOR CONSTRUCTION" dated 12/06/2024.
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SCALE: NTS
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ACCESS GATES TABLE ON SHEET CZ0004.
ASSOCIATED GATE LOCATION IDENTIFIED IN THE
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SLURRY WALL BOTTOM ELEVATION TRANSITION DETAIL
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TOP OF SLURRY WALL EL 6.0
TRANSITION
CF0004) DEEPER END OF
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SLURRY WALL
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CF0004) SHALLOWER
(EL VARIES - SEE SHEET
BOTTOM OF SLURRY WALL
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METHOD SLURRY WALL
SHEET CF0004) FOR PANEL
STATION (SEE TABLE ON
ELEVATION TRANSITION
SLURRY WALL BOTTOM
STA 203+75
STA 214+50
STA 267+95
= STA 443+91
STA 285+97
90° BEND @ STA 146+25
STA 29+50
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= STA 0+00
STA 313+33.27
STA 311+55= STA 400+00
STA 287+72
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STA 402+00
SLURRY WALL PROFILE
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BOTTOM ELEV -35'
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BOTTOM ELEV -30'
5,245 LF
SEGMENT 2
BOTTOM ELEV -25'
1,993 LF
SEGMENT 3
BOTTOM ELEV -10'
3,991 LF
SEGMENT 4
BOTTOM ELEV -25'
2,583 LF
SEGMENT 5
WALL ELEV 6.0'
TOP OF SLURRY
BOTTOM ELEV -15'
3,127 LF
SEGMENT 6
BOTTOM ELEV -35'
11,675 LF
SEGMENT 7
31+5029+5029+50-20FT-15 TO -356 TO 7
311+55310+55311+55+10'-25 TO -155 TO 6
402+00403+50402+00-15FT-10 TO -254 TO 5
440+41441+91441+91+5FT-25 TO -103 TO 4
267+95267+45267+95+5FT-30 TO -252 TO 3
214+50214+00214+50+5FT-35 TO -301 TO 2
SLOPED TRANSITION STATIONINGVERTICAL TRANSITION STATIONINGΔ ELEVATIONELEVATION RANGESEGMENT TRANSITION
SLURRY WALL TRANSITION SUMMARY
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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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STONE TYPE C MATERIAL TYPICAL
F1
STONE TYPE A MATERIAL TYPICAL
D1
STONE TYPE D MATERIAL TYPICAL
C1
STONE TIE IN (DAYLIGHT TO MATCH EXISTING)
A1
STONE TYPE A FINISHED GRADE
STONE TYPE D
EXISTING SUBGRADE
FINISHED GRADE
EXISTING SUBGRADE
PLAN LIMIT SHOWNFINISHED GRADE
SLOPE TO MATCH EXISTING
STONE TIE IN (CUT TO MATCH EXISTING FOR TYPE D STONE)
F4
PLAN LIMIT SHOWNFINISHED GRADE
1H:1V
EXISTING GROUND
MATERIAL TRANSITION (STONE TYPE C TO STONE TYPE A)
D4
PLAN LIMIT SHOWNFINISHED GRADE
EXISTING SUBGRADE
MATERIAL TRANSITION (STONE TYPE A TO STONE TYPE D)
C4
FINISHED GRADE
1H:1V
EXISTING SUBGRADE
STONE TYPE C
STONE TYPE A
STONE TYPE A
STONE TYPE D
PLAN LIMIT SHOWN
1H:1V
1H:1V
1H:1V
STONE TYPE D
EXISTING SUBGRADE
EXISTING GROUND
EXISTING SUBGRADE
STONE TYPE D
STONE TYPE C FINISHED GRADE
EXISTING SUBGRADE
STONE TYPE D
(SEE SECTION 31 05 19.13)
GEOTEXTILE FABRIC
(SEE SECTION 31 05 19.13)
GEOTEXTILE FABRIC
(SEE SECTION 31 05 19.13)
GEOTEXTILE FABRIC
(SEE SECTION 31 05 19.13)
GEOTEXTILE FABRIC
(SEE SECTION 31 05 19.13)
GEOTEXTILE FABRIC
(SEE SECTION 31 05 19.13)
GEOTEXTILE FABRIC
(SEE SECTION 31 05 19.13)
GEOTEXTILE FABRIC
RIPRAP TREATMENT DETAIL
A4
(SEE SECTION 31 05 19.13)
GEOTEXTILE FABRIC
(SEE SECTION 31 05 19.13)
GEOTEXTILE FABRIC
(SEE SECTION 31 05 19.13)
GEOTEXTILE FABRIC
(SEE SECTION 31 05 19.13)
GEOTEXTILE FABRIC
CROSS SECTIONS
INDICATED ON PLANS AND
EMBANKMENT FILL AS
EXISTING GROUND
CROSS SECTIONS
INDICATED ON PLANS AND
EXISTING MATERIAL AS
EMBANKMENT FILL OR
ON PLANS
MATERIAL TYPICALS IDENTIFIED
BEDDING STONE TO MATCH
FINISHED GRADE
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VEGETATIVE OR AGGREGATE SURFACING BEYOND
STONE TIE IN (CUT TO MATCH EXISTING FOR TYPE A & C STONE)
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1H:1V
EXISTING GROUND
EXISTING SUBGRADE
(SEE SECTION 31 05 19.13)
GEOTEXTILE FABRIC
1H:1V
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(SEE SECTION 31 05 19.13)
GEOTEXTILE FABRIC
(SEE SECTION 31 05 19.13)
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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
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SCALE: NTS
MATERIAL TYPICALS
AS SHOWN ON
MATERIAL & LAYERS
MATERIAL TYPICALS
AS SHOWN ON
MATERIAL & LAYERS
SCALE: NTS
SCALE: NTS
FOR SPECIFICATIONS ON STONE TYPES, SEE SECTION 35 31 19.1.
GENERAL NOTES
EL VARIES (SEE PLANS)
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SAFETY WHITE
SAFETY RED
SAFETY RED
SAFETY BLACK
SAFETY WHITE
SAFETY BLACK
SAFETY RED
SIGN MOUNTING DETAIL
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VARIES
FINISHED GRADE EL
EDGES.
AROUND THE EDGES WITH NO SHARP OR PROTRUDING
PILE W/6D STAINLESS STEEL. NAILS AT 2" CENTERS
METAL FORMED IN THE FIELD AND FASTENED TO SIDE OF
PILE HEADS TO BE CAPPED STAINLESS STEEL SHEET
SECTION 03 30 00
PER SPECIFICATION
CONCRETE FOUNDATION
(7'-8" LONG) (ALUM)
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T V
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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
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SCALE: 1" = 1'-0"
SCALE: 3" = 1'-0"
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NO SWIMMING or WADING
NO WATER ENTRY
NO BOATING
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E8
CZ0020
AS PER SPECIFICATION SECTION 31 62 19.
OF 12", TREAT PILE TIMBER PILE MUST CONFORM TO ASTM D25 WITH A MINIMUM BUTT DIAMETER 4.
SHEETS AND PLATES MUST HAVE ROUNDED OR BEVELED EDGES AND ROUNDED CORNERS.
ASTM B209 FOR SHEETS AND PLATES, AND ASTM B221 FOR EXTRUDED SHAPES. ALUMINUM
6061-T6 AND ALSO ALUMINUM MATERIAL MUST CONFORM TO ALUMINUM ASSOCIATION ALLOY 3.
TYPE 316. ALL BOLTS, NUTS AND WASHERS MUST BE TAMPER PROOF STAINLESS STEEL 2.
TO USACE PUBLICATION FOR LOCK, DAM AND WATERWAY SIGNS.
LETTERING DESIGN, LEGEND FONT (E.G. HELVETICA MEDIUM) AND ENAMELING MUST CONFORM
RETROREFLECTIVE AND BLACK OVERBAR, LEGEND AND RULE AS INDICATED. THE PANEL,
RETROREFLECTIVE SHEET BACKGROUND AS INDICATED AND RED RETROREFLECTIVE, WHITE
SIGN PANEL MUST BE ALUMINUM, 6061-T6 WITH RED RETROREFLECTIVE AND WHITE 1.
GENERAL NOTES:
C4
CZ0020
DANGER
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
W
E B
O
E D
IT
C
H P
L A
N D
E T
A
IL
CZ0027
S
P O
P H
A M
V S
E V
E R
E N
B
U R
POINT
BREAK
TOP OF BANK
C-511 CANAL
CL D-511 EMBANKMENT
DRAINAGE DITCH
C1
TOE DITCH EXAMPLE PLAN
C3
C5
C7
C9
TOP OF BANK
C-511 CANAL
BREAK POINT
DRAINAGE DITCH
CL D-511 EMBANKMENT
CL D-511 EMBANKMENT
CL D-511 EMBANKMENT
CL D-511 EMBANKMENT
CL D-511 EMBANKMENT
DRAINAGE DITCH
TOP OF BANK
C-511 CANAL
POINT
DITCH HIGH
POINT
DITCH LOW
POINT
DITCH HIGH
27.4' SLOPE TRANSITION
(SEE NOTE 1)
DITCH HIGH POINT
EL 9.34
(SEE NOTE 1)
DITCH LOW POINT
EL 6.34
(SEE NOTE 1)
DITCH HIGH POINT
EL 9.34
27.4' SLOPE TRANSITION
WIDENING DETAILS
CZ0016 FOR TURNOUT
SEE DETAIL A6 SHEET
10'3'3'10'
PIPE
EXTERIOR
CORRUGATED
INTERIOR,
SMOOTH
15" HDPE
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
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D E
S C
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IP
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N
A
M A
R K
S I Z
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S U
B M
IT
T
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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
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-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
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T R
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A N
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.d g n
U s e r:
m lu h
/1
/2
/0
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/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
A
C C
E S
S R
O A
D
H
:1 V
H
:1 V
H
:1 V
H
:1 V
2%
2%
2%
H
:1 V
H
:1 V
H
:1 V
H
:1 V
2%
2%
C-511 CANAL
H
:1 V
H
:1 V
A
C C
E S
S R
O A
D
H
:1 V
H
:1 V
2%
2%
2%
H
:1 V
H
:1 V
C-511 CANAL
A
C C
E S
S R
O A
D
H
:1 V
H
:1 V
2%
2%
0%
H
:1 V
C-511 CANAL
A
C C
E S
S R
O A
D
H
:1 V
H
:1 V
2%
2%
2%
H
:1 V
C-511 CANAL
A
C C
E S
S R
O A
D
H
:1 V
H
:1 V
2%
2%
2%
3H:1V
H
:1 V
C-511 CANAL
C-511 CANAL
ACCESS ROAD
GENERAL NOTES
SEE SHEETS CF0006 TO CF0020 FOR TOE DITCH PROFILE INFORMATION.1.
W
ID
E N
IN
G
T
U R
N O
U T
H
:1 V
H
:1 V
2%
2%
2%
H
:1 V
A C
C E
S S
R O
A D
T
Y P
IC
DETAIL AT WIDENED ACCESS ROAD
HIGH POINT TRANSITION PLAN
TO WIDENED ACCESS ROAD
MID POINT PLAN DETAIL ADJACENT
PLAN DETAIL
LOW POINT TRANSITION
AT TYPICAL ACCESS ROAD
MID POINT PLAN DETAIL
DETAIL AT TYPICAL ACCESS ROAD
HIGH POINT TRANSITION PLAN
WITH TURNOUT
ACCESS ROAD
H
:1 V
H
:1 V
2%
2%
0.7%
H
:1 V
1% (SEE NOTE 1)
1% (SEE NOTE 1)
1% (SEE NOTE 1)
NOTE 1)
1% (SEE
1% (SEE NOTE 1)
NOTE 1)
1% (SEE
NOTE 1)
1% (SEE
1% (SEE NOTE 1)
1% (SEE NOTE 1) 1% (SEE NOTE 1)
NOTE 1)
1% (SEE
2%
H
:1 V
H
:1 V
D E
T A
IL
S
W
ID
E N
IN
G
U
R N
O U
Z
F
O
S
H E
E D
E T
2%
H
:1 V
H
:1 V
2%
H
:1 V
H
:1 V
2%
H
:1 V
H
:1 V
3H:1V3H:1V
CZ002Y
E5
CZ002Y
C5
CZ002X
C1
CZ002X
C3
CZ002X
C5
CZ002X
C7
CZ002X
C9
CZ002Y
A5
CZ002Y
C1
CZ002Y
A1
CZ002Y
A5
CZ002Y
D8
CZ002Y
B8
CZ002Y
C5
CZ0021
A5
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
CZ0028
O
E D
IT
C
H S
E C
T
IO
N D
E T
A
B
U R
K E
T B
R O
W N
V S
E V
E R
E N
C E
W W
E B
E R
AT WIDENED ACCESS ROAD
V-DITCH SECTION AT WIDENED ACCESS ROAD
AT TYPICAL 16' ACCESS ROAD
B8
TOE ROAD AND DITCH MID-POINT OF V-DITCH SECTION
A5
TOE ROAD AND DITCH LOW POINT END V-DITCH SECTION
C5
TOE ROAD AND DITCH LOW POINT AT SECTION
E5
SECTION AT TYPICAL 16' ACCESS ROAD
D8
BANK ELEVATION
C-511 CANAL TOP OF
(SEE NOTE 2)
BREAK POINT
SHEETS CF0034 TO CF0036)
SURFACE ELEVATION (SEE
PREPARED SUBGRADE
EL 9.5 (SEE NOTE 1)
CONTROL POINT
ACCESS ROAD
(SEE NOTE 4)
EL 9.34
DITCH INVERT
EMBANKMENT
D-511 16'
C-511 CANAL
BANK ELEVATION
C-511 CANAL TOP OF
(SEE NOTE 2)
BREAK POINT
EMBANKMENT
D-511
(SEE NOTE 4)
EL 6.47
DITCH INVERT
EL 9.5 (SEE NOTE 1)
CONTROL POINT
ACCESS ROAD
C-511 CANAL
BANK ELEVATION
C-511 CANAL TOP OF
(SEE NOTE 2)
BREAK POINT
EMBANKMENT
D-511
(SEE NOTE 4)
EL 7.77
DITCH INVERT
EL 9.5 (SEE NOTE 1)
CONTROL POINT
ACCESS ROAD
C-511 CANAL
BANK ELEVATION
C-511 CANAL TOP OF
(SEE NOTE 2)
BREAK POINT
EMBANKMENT
D-511
(SEE NOTE 4)
EL 9.07
DITCH INVERT
EL 9.5 (SEE NOTE 1)
CONTROL POINT
ACCESS ROAD
C-511 CANAL
BANK ELEVATION
C-511 CANAL TOP OF
(SEE NOTE 2)
BREAK POINT
EMBANKMENT
D-511
(SEE NOTE 4)
EL 9.34
DITCH INVERT
EL 9.5 (SEE NOTE 1)
CONTROL POINT
ACCESS ROAD
C-511 CANAL
BANK ELEVATION
C-511 CANAL TOP OF
(SEE NOTE 2)
BREAK POINT
EMBANKMENT
D-511
(SEE NOTE 4)
EL 9.34
DITCH INVERT
EL 9.5 (SEE NOTE 1)
CONTROL POINT
ACCESS ROAD
C-511 CANAL
BANK ELEVATION
C-511 CANAL TOP OF
(SEE NOTE 2)
BREAK POINT
EMBANKMENT
D-511
(SEE NOTE 4)
EL 6.34
DITCH INVERT
EL 9.5 (SEE NOTE 1)
CONTROL POINT
ACCESS ROAD
16'
16'
16'
24'
24'
16'
SHEETS CF0034 TO CF0036)
SURFACE ELEVATION (SEE
PREPARED SUBGRADE
SHEETS CF0034 TO CF0036)
SURFACE ELEVATION (SEE
PREPARED SUBGRADE
SHEETS CF0034 TO CF0036)
SURFACE ELEVATION (SEE
PREPARED SUBGRADE
SHEETS CF0034 TO CF0036)
SURFACE ELEVATION (SEE
PREPARED SUBGRADE
SHEETS CF0034 TO CF0036)
SURFACE ELEVATION (SEE
PREPARED SUBGRADE
SHEETS CF0034 TO CF0036)
SURFACE ELEVATION (SEE
PREPARED SUBGRADE
3H:1V
@ 5% MIN. SLOPE
CORRUGATED EXTERIOR PIPE
15" HDPE SMOOTH INTERIOR,
4'
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
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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
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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
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D R
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D A
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A N
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W
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X X
X
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K S
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.d g n
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m lu h
/1
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/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
GENERAL NOTES
HIGHER THAN THE HIGH POINT DITCH INVERT ELEVATION.
MINIMUM. ROADWAY EDGE ELEVATION MUST ALWAYS BE EQUAL TO OR
SLOPE VARIES AT TURNOUT WIDENING LOCATIONS (SEE NOTE 3) WITH A 0% 5.
SHEET CZ002X AND SHEETS CF0006 TO CF0020 FOR MORE DETAILS.
DITCH FLOWLINE AT 1% SLOPE ALONG 300 FEET FRM EL 9.34 TO EL 6.34. SEE 4.
LOCATION DETAILS.
STRUCTURES AND EQUIPMENT ACCESS. SEE PLANS CF0006 TO CF0020 FOR
1 WIDENS TO THE LEFT & RIGHT FOR TURNOUTS, TURNING MOVEMENTS,
TYPICAL 16' ACCESS ROAD BASED ON THE CONTROL POINT DEFINED IN NOTE 3.
EXTENDS TO 3H:1V SLOPE FROM THE C-511 CANAL.
2% SLOPE FROM ACCESS ROAD CONTROL POINT AT EL 9.5 (SEE NOTE 1) 2.
.LEFT OF D-511 BASELINE
ACCESS ROAD RIGHT EDGE CONTROL POINT AT ELEV. 9.5' IS LOCATED 57.9' 1.
3H :1V
2%2% 3H :1V
(SEE NOTE 3)
ROAD
ACCESS
3H :1V
(SEE NOTE 3)
ROAD
ACCESS
3H :1V
2%
3H :1V
(SEE NOTE 3)
ROAD
ACCESS
3H :1V
2%
3H :1V
(SEE NOTE 3)
ROAD
ACCESS
3H :1V
2%
3H :1V
(SEE NOTE 3)
ROAD
ACCESS
3H :1V
2%
3H :1V
(SEE NOTE 3)
ROAD
ACCESS
3H :1V
2%
3H :1V
(SEE NOTE 3)
ROAD
ACCESS
3H :1V
2% 3H:1V
3H:1V
(SEE NOTE 5)2%
2% 2% 2% 2%
2%2%
2%
2%2%
0%
2% (SEE NOTE 5)
0.7%
TOE ROAD AND DITCH HIGH POINT SECTION
TOE ROAD AND DITCH HIGH POINT BEGIN
TOE ROAD AND DITCH HIGH POINT BEGIN V-DITCH
TOE ROAD AND DITCH HIGH POINT SECTION
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
W
E B
H
E E
T
O F
E M
B A
N K
M E
N T
T R
A N
S
IT
IO
N
D E
T A
IL
S
CZ0029
V .S
E V
E R
A N
B
U R
BLANKET DRAIN TERMINATION
F5
SCALE 1" = 10'
CONCEPTUAL TEMPORARY SLURRY WALL AND EMBANKMENT TRANSITION DETAIL
A1
SCALE: 1" = 10'
CHIMNEY DRAIN TERMINATION
F8
SCALE: 1" = 10'
TOP OF CREST
BLANKET DRAIN (SEE NOTE 3)
FFS
(SEE NOTE 3)
CHIMNEY DRAIN
AND STA 205+00)
CREST ROAD (STA 145+00
END OF 9" SOIL-CEMENT
GEOTEXTILE
(SEE NOTE 1)
EMBANKMENT FILL
PROTECTIVE
M
IN
GEOTEXTILE
(SEE NOTE 1)
EMBANKMENT FILL
PROTECTIVE
M
IN
EXISTING GRADE
GRADE
EXISTING
E8
SCALE: 1" = 10'
EL 7.0 TEMPORARY WORK PLATFORM
WORK PLATFORM
TEMPORARY
CONCEPTUAL
59' FOR RESUMPTION INTERFACE B
5' FOR RESUMPTION INTERFACE A OR
.5
TOE DRAIN TERMINATION
F1
SCALE 1" = 10'
EL 9.47
EXISTING GRADE
GEOTEXTILE
FFS
TEMPORARY CAP
TOE DRAIN WITH
12" DIAMETER SLOTTED
FFS BLANKET DRAIN
BUTT-JOINT OVERLAP
SLURRY WALL
TERMINATED
RESUMPTION
SLURRY WALL
VARIES20'
20'
EMBANKMENT FILL
TEMPORARY
SECTION VIEW
D8
(SEE NOTE 1)
EMBANKMENT FILL
PROTECTIVE
M
IN
APPROXIMATELY 180' TO 200' DEPENDING ON EXISTING GRADE AT EACH LOCATION AND ACTUAL MUCK DEPTH FOUND IN THE FIELD
VARIES
SURFACING
TEMPORARY 6" AGGREGATE
INTERFACE D
RESUMPTION
INTERFACE C
RESUMPTION
INTERFACE B
RESUMPTION
INTERFACE A
RESUMPTION
D8EXCAVATIONEXCAVATIOND
D8EXCAVATIONPANELC
E8PANELEXCAVATIONB
E8PANELPANELA
RESUMPTIONTERMINATION DETAIL IN PLAN VIEW
OVERLAP TRANSITION SLURRY WALL CONSTRUCTION METHOD
INTERFACE
RESUMPTION
5'
20' 59'
ADJACENT TO CHIMNEY DRAIN
DOWNSTREAM SLURRY WALL FACE
RESUMPTION INTERFACE (A OR B)
M
IN
C
O V
E R
EXISTING GRADE
TEMPORARY EMBANKMENT FILL
TEMPORARY EMBANKMENT FILL
TEMPORARY EMBANKMENT FILL
20'
EL VARIES (SEE NOTE 2)
SURFACE PREPARATION
EMBANKMENT FILL
20' 20'
(SEE NOTE 2)
PREPARATION EL VARIES
EMBANKMENT FILL SURFACE
(SEE NOTE 2)
PREPARATION EL VARIES
EMBANKMENT FILL SURFACE
EL VARIES
SURFACE PREPARATION
EMBANKMENT FILL
100' MIN (SEE NOTE 2)
FULL DEPTH CONSTRUCTION LIMIT
FULL DEPTH CONSTRUCTION LIMIT
FULL DEPTH CONSTRUCTION LIMIT
ADJACENT TO CHIMNEY DRAIN
DOWNSTREAM SLURRY WALL FACE
SEQUENCE NOTES)
(SEE CONSTRUCTION
TERMINATED SLURRY WALL
.5
(SEE SPECIFICATION SECTION 02 35 29)
41' ANGLED OVERLAP INTERFACE (C OR D)
OR 20' (D)
5' (C)
.5
' 5'
SEQUENCE NOTES)
(SEE CONSTRUCTION
SLURRY WALL RESUMPTION VARIES
.5
DETAILS SEE NOTE 4
DRAINAGE RESUMPTION
FOR EMBANKMENT AND
DETAILS SEE NOTE 4
DRAINAGE RESUMPTION
FOR EMBANKMENT AND
DETAILS SEE NOTE 4
DRAINAGE RESUMPTION
FOR EMBANKMENT AND
DETAILS SEE NOTE 4
DRAINAGE RESUMPTION
FOR EMBANKMENT AND
INTERFACE FOR SLURRY WALL
TEMPORARY TERMINATION
S O
L
IC
IT
A
T
IO
N N
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D E
S
IG
N E
D B
Y
D E
S C
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IP
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A
M A
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S I Z
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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
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L
E F
L
F
IL
E
N A
M E
U S
E R
D A
T E
/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
EL 7.0
EL 18.8
EL 11.0
PROFILE VIEW
EL 4.0 EL 4.0
CREST EL 18.8
SLURRY WALL
2%
9" THICK SOIL-CEMENT
CREST EL 18.8
VEGETATED SLOPE
6" TOPSOIL/
EMBANKMENT FILL
CHIMNEY DRAIN
EL 7.5
EL 4.0
EL 6.0
2'
BLANKET DRAIN
EL -35.0
EL 11.0
DRAIN EL 11.0
TOP OF CHIMNEY
PLATFORM EL 7.0
TEMPORARY WORK
CHIMNEY DRAIN EL 4.0
BOTTOM OF
WALL EL -35.0
BOTTOM OF SLURRY
EL 14.1
F1
CZ0029
F5 F8
FOR RESUMPTION INTERFACE A AND B
CONCEPTUAL OVERLAP PANEL TRANSITION
INTERFACE C AND D
TRANSITION FOR RESUMPTION
CONCEPTUAL OVERLAP EXCAVATION
CZ0029CZ0029
RESUMPTION AND OVERLAP.
ASSOCIATED WITH SLURRY WALL
PRIOR TO STARTING WORK
SECTION 02 35 29 SLURRY WALL,
ACCORDANCE WITH SPECIFICATION
MINIMUM REQUIRED STRENGTH IN
INSTALLED AND CURED TO THE
1. THE SLURRY WALL MUST BE
CONSTRUCTION SEQUENCE NOTES:
A1
CZ0029
PROVIDED ON THOSE DRAWINGS.
DRAIN, SOIL-CEMENT, CANAL AND INSPECTION ROADS ARE
FOR EMBANKMENT, TOE DRAIN, BLANKET DRAIN, CHIMNEY
STATION 205+00. DETAILS OF TRANSITION REQUIREMENTS
145+00 AND SHEET CZ0031 FOR WEST TRANSITION ZONE AT
SEE SHEET CZ0030 FOR EAST TRANSITION ZONE AT STATION 4.
SECTION 35 42 35 FILTER MATERIAL.
WITH THE PLACEMENT IN ADVANCE METHOD IDENTIFIED IN
DRAINAGE MATERIALS MUST BE PLACED IN ACCORDANCE 3.
FOR EARTH DAMS AND LEVEES.
FILL IN ACCORDANCE WITH SECTION 35 73 13 EMBANKMENT
THAN 100 FEET BEYOND THE TOE OF THE 3H:1V COMPACTED
FOUNDATION PREPARATION MUST BE COMPLETED NO LESS 2.
EARTH DAMS AND LEVEES.
ACCORDANCE WITH SECTION 35 73 12 EMBANKMENT FOR
BE PLACED IMMEDIATELY AFTER GEOTEXTILE PLACEMENT IN
2' MINIMUM TEMPORARY PROTECTIVE EMBANKMENT FILL TO 1.
NOTES:
CZ0021
E1
CZ0029
F8
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
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W
ED
N
O T
FO
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C O
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TI
O N
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6/
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AC
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- F
IN
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FO
R C
O N
ST
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U C
TI
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NDRAFT
W
E B
E E
T
O F
E M
B A
N K
M E
N T
T R
A N
S
IT
IO
N
D E
T A
IL
S
CZ0030
V .S
E V
E R
A N
B
U R
SCALE: 1" = 20'
TRANSITION PLAN EAST
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENT
SLURRY WALL
20'
LIMITS OF MUCK EXCAVATION
TOE OF SLOPE
TOE OF SLOPE
LIMITS OF MUCK EXCAVATION
CL C-511 CANAL
20'
F7
SCALE: 1" = 40'
CANAL TRANSITION PROFILE
EXISTING GRADE
(EL VARIES BY LOCATION)
CANAL BOTTOM
EXISTING GRADE
(AGGREGATE SURFACING)
ACCESS ROAD
E7
SCALE: 1" = 40'
AGGREGATE SURFACING ROAD TRANSITION PROFILE
AROUND THIS CORNER
MUCK REMOVAL SECTIONS
TRANSITION BETWEEN
START TRANSITIONING TO EXISTING)
CANAL DOES NOT REQUIRE A BUFFER AREA TO
205+00 WITH TEMPORARY FILL MATERIAL (NOTE
SECTIONAL ELEVATIONS AND SLOPES FROM STA
20' FLAT BUFFER AREA OF CONTINUED FINAL CROSS
STA 145+00 TO STA 145+20
MUCK REMOVAL
AREA OF REGRADING AFTER
WITH TRANSITION GRADING
MATCH EXISTING DITCH
LIMITS OF MUCK EXCAVATION
AFTER MUCK REMOVAL
AREA OF REGRADING
(TEMPORARY)
END SLURRY WALL
LIMITS OF MUCK EXCAVATION
CREST
SURFACING ROAD ACCESS TO
WITH TEMPORARY 6" AGGREGATE
TEMPORARY EMBANKMENT FILL
TOPSOIL/VEGETATED SLOPE
FILL WITH TEMPORARY 6"
TEMPORARY EMBANKMENT
TOPSOIL/VEGETATED SLOPE
FILL WITH TEMPORARY 6"
TEMPORARY EMBANKMENT
SURFACING ROAD ACCESS
WITH TEMPORARY 6" AGGREGATE
TEMPORARY EMBANKMENT FILL
EXISTING)
BUFFER AREA TO START TRANSITIONING TO
MATERIAL (NOTE CANAL DOES NOT REQUIRE A
FROM STA 205+00 WITH TEMPORARY FILL
CROSS SECTIONAL ELEVATIONS AND SLOPES
20' FLAT BUFFER AREA OF CONTINUED FINAL
STA 145+00 TO STA 145+20
MORE DETAILS)
(SEE PROFILE REFERENCES FOR
SURFACE MATERIAL PLACEMENT
CONSTRUCTION AND PERMANENT
END OF FULL DEPTH
STA 145+00
3'5'
.5
1'
SOIL-CEMENT
9" THICK STONE TYPE E
FABRIC
GEOTEXTILE
COVERING SOIL-CEMENT
START GEOTEXTILE
SOIL-CEMENT
COVERING
END GEOTEXTILE
SOIL-CEMENT SLOPE TERMINATION DETAIL
A7
SCALE: NTS
DRAINAGE LAYER
COVERING
END GEOTEXTILE
(STA 145+00 & STA 205+00)
END FULL DEPTH CONSTRUCTION
20' SURFACING (6" DEPTH)
TEMPORARY AGGREGATE
EMBANKMENT FILL
TEMPORARY
(STA 145+00 & STA 205+00)
END FULL DEPTH CONSTRUCTION
EMBANKMENT FILL
PERMANENT
C7
SCALE: 1" = 40'
INTERNAL INSPECTION ROAD TRANSITION PROFILE
20'
(STA 145+00 & STA 205+00)
END FULL DEPTH CONSTRUCTION
INSPECTION ROAD
INTERNAL
SURFACING (6" DEPTH)
TEMPORARY AGGREGATE
EMBANKMENT FILL
TEMPORARY
EMBANKMENT FILL
PERMANENT
EXISTING GRADE
(STA 145+00 & STA 205+00)
END FULL DEPTH CONSTRUCTION
SURFACING ROAD ACCESS
WITH TEMPORARY 6" AGGREGATE
TEMPORARY EMBANKMENT FILL
(SEE DETAIL F1 SHEET CZ0029)
DRAIN WITH TEMPORARY CAP
12" DIAMETER SLOTTED TOE
EMBANKMENT FILL
1'
SEE SHEET GC0007
TEMPORARY SHALLOW DRAINAGE DITCH,
GEOTEXTILE FABRIC
CL DRAINAGE DITCH
S O
L
IC
IT
A
T
IO
N N
O
D E
S
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D B
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D E
S C
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S I Z
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C O
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C K
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B Y
D R
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N B
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IS
S
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D A
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B
C
D
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F
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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
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IN
E E
R S
F
IL
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A M
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D R
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IN
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D A
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A N
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N A
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D A
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/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
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N D
M E
N T
A N
D M
IT
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A T
IO
N
A R
E A
A
B R
O W
A R
D C
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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
3H:1V
(AGGREGATE SURFACING)
ACCESS ROAD
2% 10H:1V
10H:1V
10H:1V
10H:1V
10H:1V
3H:1V
3H:1V
(AGGREGATE SURFACING)
ACCESS ROAD
2%
3H:1V
3H:1V
3H:1V
H :1
V
H :1
V
INSPECTION ROAD
INTERNAL 2%
3H:1V
2%
3H:1V
VARIES
VARIES
N
20' 40'0
3H:1V
3H:1V
10H:1V
-15
-20
-10
-5
-20
-15
-10
-5
FOR SCHEDULING REQUIREMENTS.
LIMITS AND SPECIFICATION SECTION 01 14 00
SEE SHEET CD0002 FOR TEMPORARY PROJECT
NOTE:
CZ0029
D1
CZ0021
C1
CZ0030
E7
CZ0021
E1
CZ0030
F7
CZ0030
E7
CZ0029
A1
CZ0021
E1
CZ0021
E1
CZ0030
C7
CZ0021
E1
CZ0021
E1
CZ0001
F6
CZ0021
E1
CZ0030
A7
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
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EV
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W
ED
N
O T
FO
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C O
N
ST
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C
TI
O N
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6/
C O
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AC
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AL
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FO
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U C
TI
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NDRAFT
W
E B
E E
T
O F
E M
B A
N K
M E
N T
T R
A N
S
IT
IO
N
D E
T A
IL
S
CZ0031
V .S
E V
E R
A N
B
U R
SLURRY WALL
EXCAVATION
LIMITS OF MUCK
TOE OF SLOPE
TOE OF SLOPE
LIMITS OF MUCK EXCAVATION
CL C-511 CANAL
20'
20'
A1
SCALE: 1" = 20'
TRANSITION PLAN WEST
ARMORING
CANAL
CL DRAINAGE DITCH
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENT
EXCAVATION
LIMITS OF MUCK
TRANSITION BETWEEN MUCK REMOVAL SECTIONS AROUND THIS CORNER
SURFACING ROAD ACCESS
WITH TEMPORARY 6" AGGREGATE
TEMPORARY EMBANKMENT FILL
TRANSITIONING TO EXISTING)
REQUIRE A BUFFER AREA TO START
FILL MATERIAL (NOTE CANAL DOES NOT
SLOPES FROM STA 205+00 WITH TEMPORARY
CROSS SECTIONAL ELEVATIONS AND
20' FLAT BUFFER AREA OF CONTINUED FINAL
STA 204+80 TO STA 205+00
EXCAVATION
LIMITS OF MUCK
(TEMPORARY)
END SLURRY WALL TOPSOIL/VEGETATED SLOPE
FILL WITH TEMPORARY 6"
TEMPORARY EMBANKMENT
TOPSOIL/VEGETATED SLOPE
FILL WITH TEMPORARY 6"
TEMPORARY EMBANKMENT
SURFACING ROAD ACCESS
WITH TEMPORARY 6" AGGREGATE
TEMPORARY EMBANKMENT FILL
START TRANSITIONING TO EXISTING)
MATERIAL (NOTE CANAL DOES NOT REQUIRE A BUFFER AREA TO
ELEVATIONS AND SLOPES FROM STA 205+00 WITH TEMPORARY FILL
20' FLAT BUFFER AREA OF CONTINUED FINAL CROSS SECTIONAL
STA 204+80 TO STA 205+00
SURFACING ROAD ACCESS TO CREST
TEMPORARY 6" AGGREGATE
TEMPORARY EMBANKMENT FILL WITH
MUCK REMOVAL
AREA OF REGRADING AFTER
MUCK REMOVAL
REGRADING AFTER
AREA OF
PROFILE REFERENCES FOR MORE DETAILS)
PERMANENT SURFACE MATERIAL PLACEMENT (SEE
END OF FULL DEPTH CONSTRUCTION AND
STA 205+00
SURFACING ROAD ACCESS
WITH TEMPORARY 6" AGGREGATE
TEMPORARY EMBANKMENT FILL
(SEE DETAIL F1 SHEET CZ0029)
DRAIN WITH TEMPORARY CAP
12" DIAMETER SLOTTED TOE
A1
SCALE: 1" = 20'
TRANSITION PLAN WEST
F6
SCALE: 1" = 20'
EMBANKMENT RESUMPTION DETAIL
E7
SCALE: 1" = 20'
TOE DRAIN RESUMPTION DETAIL
D7
SCALE: 1" = 20'
BLANKET DRAIN RESUMPTION DETAIL
B7
SCALE: 1" = 20'
CHIMNEY DRAIN RESUMPTION DETAIL
EXISTING GRADE
SURFACE MATERIAL
TERMINATED
CONSTRUCTION LIMIT
FULL DEPTH
DETAILS AS APPLICABLE
CHIMNEY DRAIN RESUMPTION
SEE TOE DRAIN, BLANKET DRAIN &
FROM TERMINATED CONSTRUCTION
COMPACTED PERMANENT FILL LINE
MATERIAL
RESUMED SURFACE
TERMINATED CONSTRUCTION
TEMPORARY FILL LINE FROM
REMOVAL LINE
TERMINATED MUCK
EMBANKMENT FILL
WITH PERMANENT FILL ITEMS
TO BE REMOVED & REPLACED
TEMPORARY EMBANKMENT FILL
UNCONTAMINATED TERMINATION MATERIALS.
TO TIE IN RESUMPTION MATERIALS WITH
TERMINATION AND EXCAVATE BACK IF NECESSARY
REMOVE PROTECTIVE GEOTEXTILE PLACED FOR
UNCONTAMINATED TERMINATION MATERIALS.
TO TIE IN RESUMPTION MATERIALS WITH
TERMINATION AND EXCAVATE BACK IF NECESSARY
REMOVE PROTECTIVE GEOTEXTILE PLACED FOR
UNCONTAMINATED TERMINATION MATERIALS.
TO TIE IN RESUMPTION MATERIALS WITH
TERMINATION AND EXCAVATE BACK IF NECESSARY
REMOVE PROTECTIVE GEOTEXTILE PLACED FOR
SLOTTED TOE DRAIN PIPE
RESUMED 12" DIAMETER
BLANKET DRAIN
FFS
FFS
(SEE NOTE 1)
BLANKET DRAIN
FFS
(SEE NOTE 1)
CHIMNEY DRAIN
CHIMNEY DRAIN
BOTTOM OF TERMINATED
CHIMNEY DRAIN
TOP OF TERMINATED
BLANKET DRAIN
TERMINATED
TERMINATED FFS
RESUMPTION OF TOE DRAIN PIPE
CONDITION AND FREE OF DEBRIS PRIOR TO
PIPE AND CONFIRM PIPE IS IN GOOD
REMOVE CAP OF TERMINATED TOE DRAIN
TERMINATED FFS
TERMINATED FFS
SLOTTED TOE DRAIN PIPE
TERMINATED 12" DIAMETER
BLANKET DRAIN
TERMINATED
MATERIAL TYPICAL DETAIL.
SEE DETAIL E3 SHEET CZ0019 FOR
TOE OF 10H:1V TRANSITION SLOPE.
TRANSITION AND EXTEND 5' BEYOND
TO MATCH WIDTH OF DITCH
TEMPORARY RIPRAP DRAINAGE SWALE
.5
(RESUMED)
SOIL-CEMENT
9" THICK STONE TYPE E
COVERING SOIL-CEMENT
REMOVE GEOTEXTILE FABRIC
SOIL-CEMENT SLOPE RESUMPTION DETAIL
A7
GEOTEXTILE FABRIC
(STA 145+00 & STA 205+00)
END FULL DEPTH CONSTRUCTION
EMBANKMENT FILL
TERMINATED SOIL-CEMENT
TYPE E PLACEMENT
BACK TO RESUME STONE
PULL TERMINATED GEOTEXTILE
TERMINATED DRAINAGE MATERIAL
SEE SHEET GC0007
TEMPORARY SHALLOW DRAINAGE DITCH,
S O
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D A
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B
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F
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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
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IN
E E
R S
F
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/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
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N D
M E
N T
A N
D M
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IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
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N T
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A T
E R
P R
E S
E R
V E
A R
E A
S P
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C T
C O
M P
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H E
N S
IV
E
E V
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G L
A D
E S
R E
S T
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A T
IO
N
P L
A N
C
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P
W E
P R
C O
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R A
C T
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T A
S U
B M
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T
A L
3H:1V
10H:1V
3H:1V
SURFACING)
(AGGREGATE
ACCESS ROAD
2%
INSPECTION ROAD
INTERNAL
3H:1V
2%
2%
2%
2.5H:1V
2.5H:1V
3H:1V
3H:1V
3H:1V
3H:1V
10H:1V
10H:1V
3H:1V
SURFACING)
(AGGREGATE
ACCESS ROAD
3H:1V
10H:1V
10H:1V
3H:1V
3H:1V
VARIES
3H:1V
N
20' 40'0
-5
-10
-15
-15
-10
-5
MATERIAL.
METHOD IDENTIFIED IN SECTION 35 42 35 FILTER
ACCORDANCE WITH THE PLACEMENT IN ADVANCE
DRAINAGE MATERIALS MUST BE PLACED IN 1.
NOTES:
SCALE: NTS
NOTE: SEE DETAIL A7 SHEET CZ0030 FOR TERMINATION DETAIL.
FOR SCHEDULING REQUIREMENTS.
LIMITS AND SPECIFICATION SECTION 01 14 00
SEE SHEET CD0002 FOR TEMPORARY PROJECT
NOTE:
CZ0021
C1
CZ0021
E1
CZ0021
E1
CZ0021
E1
CZ0016
E2
CZ0030
F7
CZ0030
E7
CZ0030
E7
CZ0029
D1
CZ0030
C7
CZ0030
A7
CZ0029
A1
C O
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TR
AC
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- F O
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FO
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N
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N
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FO
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C O
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FO
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W
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A N
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N
P L
A N
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A S
L U
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A L
L A
N D
F
IL
T E
R
CZ0032
S
P O
P H
A M
V .S
E V
E R
A N
B
U R
ESA SLURRY WALL AND FILTER TRANSITION PLAN
ESA TOE DRAIN TRANSITION PROFILE
ESA BLANKET DRAIN TRANSITION PROFILE
B1
FFSEL 7.5
EL 6.5
STONE TYPE E
EL 10.0
EL 9.0
EL 8.0
EL 5.0
EL 4.0
EL 7.5
STONE TYPE E
STONE TYPE F
STONE TYPE E
FFS
EL 10.0
EL 9.0
EL 8.0
EL 5.0
EL 4.0
STONE TYPE E
FFS
STONE TYPE F
STONE TYPE E
EL 7.5
EL 4.0
EL 0.0
EL -1.0
INV EL 3.0
EL 6.5 (SEE NOTE 1)
EL 7.5 (SEE NOTE 1)
FFS
STONE TYPE E
FFS
SLURRY WALL
SEE NOTE 1
OF SLURRY WALL,
DONWSTREAM EDGE
114' RADIUS ON
SEE NOTE 1
OF SLURRY WALL,
DONWSTREAM EDGE
114' RADIUS ON
SEE NOTE 2
SEE NOTE 3
CURVE STA 288+79
END SLURRY WALL TRANSITION
844,385.55635,606.104
CURVE STA 401+07
BEGIN SLURRY WALL TRANSITION
844,272.12635,491.533
CURVE STA 442+84
END SLURRY WALL TRANSITION
844,111.59635,490.722
CURVE STA 284+90
BEGIN SLURRY WALL TRANSITION
843,997.02635,604.151
DESCRIPTIONEASTINGNORTHINGPOINT
3H:1V
3H:1V
SLURRY WALL
EL 4.0
S O
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IT
A
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N N
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SHEET ID
®of Engineers
US Army Corps
U .S
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J O
I N
T V
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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
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R A
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N D
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N
A R
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A
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P R
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400+00
401+00
443+00
20' 40'0
N
(HORIZ.)
SCALE: NTS
SCALE: NTS
GENERAL NOTES
SLURRY WALL CURVE.
AT THE TERMINATION OF CANAL TYPICAL SECTION PERPENDICULAR TO THE
SECTION CUT DETAIL A1 SHEET CZ0022 LOCATED FROM THE BLANKET DRAIN 3.
CLEANOUTS OF THE TOE DRAIN PERPENDICULAR TO THE SLURRY WALL.
SECTION CUT DETAIL 6 SHEET CZ0022 LOCATED FROM THE TERMINAL 2.
CF0004 & CZ0017.
THE 7' OFFSET CONTROLLING EDGE OF THE WALL REFERENCED ON SHEETS
SLURRY WALL POINTS GIVEN TO THE DOWNSTREAM EDGE CONSISTENT WITH 1.
1. TOP OF TOE DRAIN MAY BE REDUCED TO ENSURE MINIMUM COVER PER DETAIL D3 SHEET CZ0017.
NOTES:
POINT TABLE
CZ0022
F7 CZ0022
F7
CZ0022
C1
CZ0022
C1
CZ0022
A1
CZ0032
B1
CZ0032
B1
CZ0032
A1
CZ0032
A1
CZ0022
F7
CZ0022
D7
CZ0022
A1
CZ0022
C1
CZ0022
C1
CZ0022
A1
CZ0022
F7
CZ0022
D7
CZ0022
D7
CZ0022
A1
CZ0022
D7
D
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CZ0033
M c C
L E
L L
A N
V S
E V
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E N
B
U R
EL VARIES
TOP OF ROCK
SYSTEM (TYP)
SUPPORT
EXCAVATION
BACKFILL
CLSM
THE CONTRACTOR
TO BE DETERMINED BY
SEAL SLAB DIMENSIONS
(TYP)
6'-0" MIN
C
L E
A R
2'-6"
7'-9" 7'-9"4'-0"
CONCEPTUAL S-506A SECANT PILE INTERSECTION DETAIL
CONCEPTUAL S-506A CULVERT SECTION AT SLURRY WALL COFFERDAM INTERFACE
NOTE 3 THIS DWG
(TYP) REFER TO GENERAL
SYSTEM SHEET PILE
EXCAVATION SUPPORT
WITH SPECIFICATION 03 37 26
SEAL SLAB IN ACCORDANCE
SEQUENCE NOTES)
(SEE CONSTRUCTION
WALL (STEEL)
AZ SHEET PILE
ELEVATION
DOWN TO SHEET PILE TIP
HOLES WITH 1'-6" OVERLAP
SEQUENCE NOTES)
(SEE CONSTRUCTION
CEMENT-BENTONITE FILL
CEMENT-SOIL-BENTONITE OR
COMPRESSIVE STRENGTH
300 TO 500 PSI MINIMUM
SLURRY WALL BACKFILL:
NOTES)
CONSTRUCTION SEQUENCE
BENTONITE FILL (SEE
STRENGTH CEMENT -
300 TO 500 PSI MINIMUM
SECANT PILE BACKFILL:
MUST BE EL 5.00
TOP OF SECANT PILE
SLURRY WALL
TO BOTTOM OF SEAL SLAB
EXCAVATE SLURRY WALL
S O
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IC
IT
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T
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S
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D B
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N B
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IS
S
U E
D A
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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
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/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
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R E
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N
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P
W E
P R
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R A
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T A
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B M
IT
T
A L
GENERAL NOTES
WLL BE COMPLETED IN ACCORDANCE WITH SECTION 35 42 35.
THE EXCAVATION SUPPORT SYSTEM AS SHOWN IN THE DRAWINGS. PLACEMENT
FILTER SAND TO BE PLACED OUTSIDE OF THE SHEET PILE WALLS TO THE TOP OF 5.
EXAVATION SUPPORT SYSTEM.
CLSM BACKFILL WILL BE PLACED WITHIN SHEET PILE WALLS TO THE TOP OF THE 4.
FIRST.
ROCK OR AT THE BOTTOM OF THE CANAL EXCAVATION, WHICHEVER IS REACHED
THE EXCAVATION SUPPORT SYSTEM SHEET PILE TO BE CUT AT THE TOP OF 3.
SECTION 35 42 35 FILTER MATERIAL.
FILTER SAND MATERIAL MUST BE IN ACCORDANCE WITH SPECIFICATION 2.
AND LEFT IN PLACE (TYP).
EXCAVATION SUPPORT SYSTEM SHEET PILE TO BE CUT OFF AT TOP OF CULVERT 1.
TOC EL -2.50
CL PIPE
CL PIPE
4'0 2' 8'
TOC EL -10.25
EMBANKMENT FILL
GRAVEL (STONE TYPE E)
COARSE FILTER-DRAIN
FFS
EMBANKMENT FILL
EL 4.00
EL 6.50
EL 7.50
L S
E C
A N
T P
IL
E
S C
SLURRY WALL
WALL
SLURRY
SECANT PILES AND SHEET PILES.
STARTING WORK ASSOCIATED WITH THE
SPECIFICATION SECTION 02 35 29 PRIOR TO
STRENGTH IN ACORDANCE WITH
CURED TO THE MINIMUM REQUIRED
THE SLURRY WALL MUST BE INSTALLED AND 1.
:CONSTRUCTION SEQUENCE NOTES
0 4' 8'2'
EL -15.00
C O
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