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040' 40' 80'
N
LANDSIDE
C-41
HARNEY POND CANAL
LAKESIDE
A C -0
S D
ROAD/COFFERDAM
CREST OF BY-PASS
ROAD/COFFERDAM
TOE OF BY-PASS
R.O.W.
FEDERAL
CONSTRUCTION
LIMITS OF
PLUG CREST
EARTHEN
ACCESS
CONSTRUCTION
EASEMENT
CONSTRUCTION
SEE NOTE 9
BARRIER
CONCRETE
ELEVATION
EXISTING
MATCH
ELEVATION
MATCH EXISTING
CATTLE FENCE
EXISTING
CONNECT TO
AREAS
STORAGE
RIPRAP TO
RELOCATE
NOTES:
C-01
C
IV
IL
M C
C W
H C
D R
B Y -P
A S
S R
O A
D /C
O F F
E R
D A
M P
L A
N
P H
A S
E I
-H
H D
R C
R H
P -C
.D
G N
12. POSTED SPEED LIMIT ALONG BYPASS ROAD SHALL NOT EXCEED 15 MPH.
MATCH LENGTH SHOWN.
11. POSITION GATE ACROSS EMBANKMENT CREST. ADD GUARDRAIL AS NECCESSARY TO
SEMINOLE TRIBE OF FLORIDA THROUGHOUT THE DURATION OF CONSTRUCTION.
ACCESSIBLE FOR VEHICULAR TRAFFIC TO THE GOVERMENT, STATE OF FLORIDA AND
THROUGHOUT THE DURATION OF CONSTRUCTION. THE BY-PASS ROAD MUST REMAIN
10. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE BY-PASS ROAD
BY-PASS ROAD AS SHOWN. SEE DRAWING C-03.
9. INSTALL FDOT TEMPORARY CONCRETE BARRIERS ON BOTH SIDES OF COFFERDAM
CONSTRUCTION.
8. CLEAR AND GRUB AREAS OF EARTHEN PLUGS AND COFFERDAM PRIOR TO
COFFERDAM.
7. REFER TO STRUCTURAL DRAWINGS FOR ELEVATIONS OF LAKESIDE DRIVEN PILE
INCLUDING TURBIDITY BARRIERS PER THE SPECIFICATIONS.
6. CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL AND MONITORING PLAN,
INFRASTRUCTURE. SET ASIDE FOR SEMINOLE TRIBE OF FLORIDA TO COLLECT.
5. DISASSEMBLE PUMP STATION, PUMP, ENGINE AND ALL APPURTENANT
EARTHEN AND SHEET PILE COFFERDAMS.
COR. THE EMBANKMENT SHALL NOT BE GRADED OUTSIDE THE LIMITS OF THE
UNTIL THE COFFERDAM SYSTEMS ARE IN PLACE, COMPLETE AND APPROVED BY THE
4. NO PORTION OF THE EXISTING EMBANKMENT SHALL BE DEGRADED OR EXCAVATED
INSTALLATION OF THE TEMPORARY COFFERDAM.
3. BY-PASS PUMPING SYSTEM SHALL BE FULLY OPERATIONAL BEFORE BEGINNING
ON SITE FOR GOVERNMENT USE. SEE DRAWING G-04 FOR STORAGE AREA.
2. EXISTING RIPRAP REMOVED TO ACCOMMODATE CONSTRUCTION TO BE STOCKPILED
NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).
1. ELEVATIONS ARE IN FEET AND TENTHS OF A FOOT AND ARE REFERENCED TO THE
F C
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O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
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IP
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N N o
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O E -S
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A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \C
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F \H e rb e rt H o o v e r
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-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
C iv il \C -0
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
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N T
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R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/3
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
R
E
C -03
R 0'
E 632545.88
N 980789.61
PC STA. 3+24.52
E
.7
N
.7
P
T S
T A . 4
.2
E .5
N .9
P T S
T A .8
E 6
6.5
N
.39
PC
STA.
9+ .23
E
.9
N
.9
P
C S
T A . 5
.7
E .4
N .9
P T S
T A .4
E .9
N .6
P C S
T A .2
E 6
1.9
N
.63
PT S
TA.
8+ .21
R 80'
C
C -0
E .4
N .0
P C S
T A .1 .8
R
24'
R
R
E
.8
N
.0
P T S
T A .5
E
.1
N
.0
S T
A .7
E N
D C
O N
S T on T Y P
1 on 4 (TYP.)
D
C-03
TOP EL. 25.0
COFFERDAM
DRIVEN PILE
E 632917.24
N 981059.15
COFFERDAM
DRIVEN PILE
CENTERLINE
E 632682.91
N 980561.00
E 632611.03
N 980795.07
TRANSITION
BEGIN ROADWAY
E 632588.08
N 980800.41
TRANSITION
END ROADWAY
E 632748.71
N 980769.05
PT STA. 1+20.64
E
.1
N
.6
S
T A . 0
.0
B
E G
IN
C
O N
S T .0
R 100'
E 632917.24
N 980882.81
COFFERDAM
DRIVEN PILE
CENTERLINE
E 632898.58
N 981107.76
COFFERDAM
DRIVEN PILE
CENTERLINE
E 632898.58
N 981189.22
COFFERDAM
DRIVEN PILE
CENTERLINE
E 632897.89
N 981156.93
EARTHEN PLUG
CENTERLINE
E 632839.23
N 981217.09
EARTHEN PLUG
CENTERLINE
E 632794.59
N 981414.00
E 632840.87
N 981450.50
E 632851.09
N 981454.45
E 632857.72
N 981501.57
REMOVED WITHIN LIMITS SHOWN
WIRE CATTLE FENCE TO BE
EXISTING 5 STRAND BARBED
PASS ROAD/COFFERDAM
NECESSARY TO CONSTRUCT BY-
CATTLE FENCE AND 12' GATE AS
CONSTRUCT NEW 4' GALVANIZED
E 632752.68
N 981361.30
TRANSITION
BEGIN ROADWAY
E 632775.21
N 981389.89
TRANSITION
END ROADWAY
STATION. SEE NOTE 5
DISASSEMBLE PUMP
LIMITS
WETLAND
FENCE
EXISTING CATTLE
LOCATION OF
APPROXIMATE
ASIDE, SEE NOTE 5
REMOVE AND SET FUEL TANK
REMOVE AND DISPOSE OF FUEL,
COFFERDAM WALL
FENCE TO VERTICAL
EXTEND EXISTING CATTLE
@ STA. 7+81.35
END VERTICAL WALL
@ STA. 7+75.68
END VERTICAL WALL
E 632407.40
N 980972.62
OF VERTICAL WALL
FENCE AT BEGINNING
GALVANIZED CATTLE
TERMINATE NEW 4'
@ STA. 5+97.48
BEGIN VERTICAL WALL
PLUG TOE
EARTHEN
PLUG TOE
EARTHEN
E 632894.05
N 980831.66
COFFERDAM
DRIVEN PILE
CENTERLINE
E 632893.36
N 980864.13
EARTHEN PLUG
CENTERLINE
E 632834.64
N 980864.13
EARTHEN PLUG
CENTERLINE
E 632894.05
N 980824.05
COFFERDAM
DRIVEN PILE
CENTERLINE
PLUG CREST
EARTHEN
EMBANKMENT
TOP OF EXISTING
ELEVATION
MATCH EXISTING
(TYP.)
SEE NOTE 2
SLOPE
1 ON 3
SLOPE
1 ON 1 1/2
SLAB, TO BE REMOVED
EXISTING CONCRETE
R 100'
SLOPE
1 ON 3
SEE NOTE 11.
WITHIN LIMITS SHOWN,
GATE TO BE RELOCATED
EXISTING GUARDRAIL AND
SLOPE
1 ON 3
TO STORAGE AREAS
RELOCATE RIPRAP
AND GATE. SEE NOTE 11
RELOCATED GUARDRAIL
B
C-03
1+00
2+00
3+00
E 632852.65
N 981509.98
E 632838.50
N 981566.66
E 632841.57
N 981626.25
E 632939.42
N 980639.42
PUMP LOCATION
SUGGESTED BY-PASS
PUMP LOCATION
SUGGESTED BY-PASS
PUMP PIPE ALIGNMENT
SUGGESTED BY-PASS
E 632730.73 N 981381.75
TRANSITION
BEGIN ROADWAY
E 632757.65 N 981406.25
TRANSITION
END ROADWAY
-1
D
IR
T
R
O A
D
DIRT ROAD
-1
-10 -10
-10
-10
-1
-10
-10
-10
-10
-10
-5
-5
-5
-5
-5
-5
-5 -5
-5
-5
-5
-5 -5
-5 -5
-5 -5-5
-5
LANDSIDE
C-41
HARNEY POND CANAL
LAKESIDE
EMBANKMENT
TOP OF EXISTING
CONSTRUCTION
LIMITS OF
EASEMENT
CONSTRUCTION
F E
N C
E
FENCE
G R
A V
E L
NOTES:
C-02
C
IV
IL
N
M C
C W
H C
D R
B Y -P
A S
S R
O A
D /C
O F F
E R
D A
M C
O N
T O
U R P
L A
N
P H
A S
E I
80'40'040'
PER THE SPECIFICATIONS.
AND MONITORING PLAN, INCLUDING TURBIDITY BARRIERS
4. CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL
LIMITS OF THE EARTHEN AND SHEET PILE COFFERDAMS.
THE EMBANKMENT SHALL NOT BE GRADED OUTSIDE THE
SYSTEMS ARE IN PLACE, COMPLETE AND APPROVED.
DEGRADED OR EXCAVATED UNTIL THE COFFERDAM
3. NO PORTION OF THE EXISTING EMBANKMENT SHALL BE
SHOWN DASHED.
CONTOURS ARE SHOWN BOLD. EXISTING CONTOURS ARE
2. PROPOSED EARTHEN PLUG, BYPASS ROAD/COFFERDAM
DATUM 1988 (NAVD88).
ARE REFERENCED TO THE NORTH AMERICAN VERTICAL
1. ELEVATIONS ARE IN FEET AND TENTHS OF A FOOT AND
-H
H D
R C
R H
P -C
.D
G N
F C
E
S D
A
B
C
D
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C O
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O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
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IP
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A T
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N
N /A
N /A
/3
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
5 5
101010
15 15
15 15
20 20
20 20 2
25 25
25 25
30 30
TOP EL. 25.0
COFFERDAM
DRIVEN PILE
CONSTRUCTION
AND POLE DURING
PROTECT GUY WIRE
R.O.W.
FEDERAL
ROAD/COFFERDAM
CREST OF BY-PASS
ROAD/COFFERDAM
TOE OF BY-PASS
PLUG TOE
EARTHEN
PLUG TOE
EARTHEN
CREST
PLUG
EARTHEN
CREST
PLUG
EARTHEN
LIMITS
WETLAND
C
DRIVEN PILE COFFERDAM
EL. 26.0'
EL. 22.0
EL. 22.0
24'
EL. 22.0
30'
30'
C
C
C
C
C
C
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C
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P L
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C O
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O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
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N N o
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A T
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N
N /A
N /A
/3
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
GRADE
EXISTING
GRADE
EXISTING
EL. 26.0
PLUG
EARTHEN
FILL TYPE
SEE NOTE 6 FOR
EMBANKMENT FILL
COFFERDAM
BY-PASS ROAD/
TO FDOT INDEX 415
BARRIER, REFER
FDOT TYPE NJ SHAPE
GRADE
EXISTING
OF SLOPE
GEOTEXTILE 6" FROM FACE
BOTTOM OF FILL. TERMINATE
GEOTEXTILE @ 3' O.C. FROM
EMBANKMENT FILL
REINFORCED FILL
EMBANKMENT FILL
(THIS SHEET)
SEE DETAIL
BARRIER
TEMPORARYCOFFERDAM
BY-PASS ROAD/
COFFERDAM
BY-PASS ROAD/
(THIS SHEET)
SEE DETAIL
BARRIER
TEMPORARY
CONTRACTOR
AND CONSTRUCTED BY THE
VERTICAL WALL DESIGNED
WALL FILL, SEE NOTE 7
REINFORCED VERTICAL
NOTES:
-H
H D
R C
R H
P -C
F .D
G N
C
IV
IL
P H
A S
E I C
O F F
E R
D A
M C
R O
S S S
E C
T
IO
N S
C-03
40'20'020'
LANDSIDE LAKESIDE
EL. 25.0
SEE STRUCTURAL DRAWINGS.
5' MIN. SHEET PILE TIE BACK.
EL. 25.0
DRIVEN PILE COFFERDAM
EARTHEN PLUG
M C
C W
H C
D R
DRIVEN PILE COFFERDAM
1.5
10'
VERTICAL WALL DESIGN.
REINFORCED VERTICAL WALL FILL WILL BE SPECIFIED BY THE CONTRACTOR AS PART OF THE
GROUNDWATER, THEN TRANSITION TO EMBANKMENT FILL.
REFER TO SPECIFICATION FOR PLACEMENT OF FILL IN WET AREAS. SELECT FILL TO 2 FEET ABOVE
REFER TO STRUCTURAL DRAWINGS FOR ELEVATIONS OF LAKE SIDE DRIVEN PILE COFFERDAM.
ELEVATION SHOWN SHALL BE MAINTAINED THROUGHOUT THE SERVICE LIFE OF THESE FEATURES.
NOT DISPLACED/REMOVED DURING INSTALLATION OF THE LANDSIDE COFFERDAM. CREST
MENT DUE TO CONSOLIDATION OF ORGANIC OR UNCONSOLIDATED FINE FOUNDATION SOILS
FOR FILL PLACED IN THE WET, THE CONTRACTOR SHALL ANTICIPATE UP TO 2 FEET OF SETTLE-
IN LAKE OKEECHOBEE/C-41 CANAL.
REFER TO SPECIFICATIONS FOR OPERATIONAL AND HISTORICAL RANGE OF WATER LEVELS
TURBIDITY BARRIERS PER THE SPECIFICATIONS.
CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL AND MONITORING PLAN, INCLUDING
AMERICAN VERTICAL DATUM 1988 (NAVD88).
ELEVATIONS ARE IN FEET AND TENTHS OF A FOOT AND ARE REFERENCED TO THE NORTH
7.
6.
5.
4.
3.
2.
1.
-10
0+00 1+00 2+00 3+00 4+00
E L
E V
A T
IO
N
-10
-10
0+00 1+00
E L
E V
A T
IO
N
E L
E V
A T
IO
N
-10
-10
0+00 1+00
E L
E V
A T
IO
N
E L
E V
A T
IO
N
-10
E L
E V
A T
IO
N
5+25
-10
-10
0+00
E L
E V
A T
IO
N
E L
E V
A T
IO
N
5+00
1+00 1+25
-10
-10
0+00
E L
E V
A T
IO
N
E L
E V
A T
IO
N
1+00 1+25
COFFERDAM CROSS SECTION
C-01
A
C-01
B EARTHEN PLUG CROSS SECTION
C-01
C EARTHEN PLUG CROSS SECTION
C-01
D
FDOT TEMPORARY CONCRETE BARRIER
LANDSIDE COFFERDAM CROSS SECTION
C-01
E LANDSIDE COFFERDAM CROSS SECTION
SECTION
NOTE 4
RECP, SEE
GEOTEXTILE
STONE
6" BEDDING
GEOTEXTILE
TYPE I
IMPORT RIPRAP NOTE 4
RECP, SEE
C-04
E
NOT TO SCALE5'
6" LIMEROCK
30'
C-04
D
NOT TO SCALE
6" LIMEROCK
30'
6" LIMEROCK
30' 5'
1' 1'
LANDSIDE
LANDSIDE
LAKESIDE
COFFERDAM ARMORING PLAN
KEY DETAIL
KEY DETAIL
EARTHEN PLUG CROSS SECTION
EARTHEN PLUG CROSS SECTION
SECTION
80'40'40' 0
"A"
"B" 010' 10' 20'
A
B
C
D
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D B
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P L
O T S
C A
L E
P L
O T D
A T
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C O
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R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
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IP
T
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N N o
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T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/3
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
STONE
6" BEDDING
GEOTEXTILE
GEOTEXTILE
12" KEY-IN
STONE
6" BEDDING
GEOTEXTILE
GEOTEXTILE
12" KEY-IN
SOD
HPTRM AND
SOD
HPTRM AND
STONE
6" BEDDING
SOD
HPTRM AND
IMPORT RIPRAP, TYPE I
STONE
6" BEDDING
SOD
HPTRM AND
IN PHASE II
TOP OF GEOTEXTILE
TO BE SHINGLED ON
EXTEND 3' HPTRM
AND SOD
HPTRM
EXTEND 3'
TYPE I
IMPORT RIPRAP
IMPORT RIPRAP, TYPE I
STONE
6" BEDDING
GEOTEXTILE
RIPRAP
IMPORT
TYPE I
RIPRAP
IMPORT
TYPE I
G R
A V
E L
G U
Y
A
C H
O R
S
W O
D
P
W E
R
L E
F E
N C
E
FENCE
C-04
SCALE: A
LANDSIDE
LAKESIDE
SCALE: BC-04
B
C-04
C-04
C-04
NOT TO SCALE
5'
10'
10'
1.5
MIN.
12"
MIN.
12"
M
IN
C-04
NOT TO SCALE
M
IN
MIN.
12"
MIN.
12"
SCALE: BC-04
A
5'
5'
C-08
C-04
C
NOT TO SCALE
STRUCTURE
EXISTING
EXISTING RIPRAP
TOE
EARTHEN PLUG
CREST
EARTHEN PLUG
EXISTNG GRADE
TOE
EARTHEN PLUG
CREST
PLUG
EARTHEN
GRADE
EXISTING
EXISTNG FENCE
EXISTNG FENCE
WALL
VERTICAL
GRADE
EXISTING
BARRIER
TEMP. SEDIMENT
LINE
WETLAND
EASEMENT
CONST.
COFFERDAM
DRIVEN PILE
R.O.W.
FEDERAL
LEGEND
GEOTEXTILE
GEOTEXTILE
COFFERDAM
EDGE OF
MIN. 10' FROM
EASEMENT
CONSTRUCTION
STRUCTURE
EXISTING
AND BEDDING STONE
TYPE I, RIPRAP, GEOTEXTILE
@ STA. 7+92 ±
BEGIN RIPRAP
@ STA. 9+50 ±
END RIPRAP
LAKESIDE
LIMITS
WETLAND
NOTES:
C-04
HPTRM AND SOD
C -0
D
LIMEROCK
RECP (SEE NOTE 4)
5.
4.
3.
2.
1.
JERSEY BARRIER.
KEYED IN ALONG BOTH EDGES, APPROXIMATELY UNDER
GEOTEXTILE ACROSS COFFERDAM CREST ROAD SHALL BE
RECOMMENDATION.
ANCHOR AND INSTALL RECP PER MANUFACTURER'S
INSTALLATION MAY REQUIRE PLACEMENT IN THE WET.
TION, SOME GEOTEXTILE, BEDDING STONE AND RIPRAP
DEPENDING ON WATER LEVELS AT THE TIME OF CONSTRUC-
THE SPECIFICATIONS.
MONITORING PLAN, INCLUDING TURBIDITY BARRIERS PER
CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL AND
DATUM 1988 (NAVD88).
ARE REFERENCED TO THE NORTH AMERICAN VERTICAL
ELEVATIONS ARE IN FEET AND TENTHS OF A FOOT AND
A
C -04
B
C -0
E
C -0
4C
EMBANKMENT
TOP OF
-H
H D
R C
R H
P -C
F .D
G N
C
IV
IL
P H
A S
E I C
O F F
E R
D A
M A
M O
R
IN
G
J
U L
Y
P L
A N A
N D S
E C
T
IO
N S
M C
C W
H C
D
D
IR
T
R
O A
D
D
IR
T
R
O A
D
1 on 4
A C -0
A C -0
B C -0
B C -0 on
C-41
HARNEY POND CANAL
1 on 3 on
FENCE
G R
A V
E L
C
C-07
FENCE
S D
A
B
C
D
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C
B
A
8 7 6 5 4 3 2
S O
L
IC
IT
A T
IO
N N
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F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
C iv il \C -0
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/3
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
R
IP
R
A P
E D
G E O
F
C A N
A L
LANDSIDE
LAKESIDE
EXCAVATION
LIMITS OF
EL. 25.0
COFFERDAM
DRIVEN PILE
DISCHARGE PIPE
EXISTING 48"
ELECTRIC
EXISTING BURIED
ELECTRIC
EXISTING BURIED
ELECTRIC
EXISTING OVERHEAD
TRANSITION
SLOPE
TRANSITION
SLOPE
EL. 25.0
COFFERDAM
DRIVEN PILE
E 632617.58
N 981158.69
COFFERDAM
DRIVEN PILE
CENTERLINE
E 632617.58
N 981013.10
COFFERDAM
DRIVEN PILE
CENTERLINE
R-04 TO R-13
CONSTRUCTION. SEE DRAWINGS
AND THRUSTBLOCK DURING
PROTECT 48" DISCHARGE PIPE
(PHASE I)
EXISTING EARTHEN PLUG CREST
(PHASE I)
EXISTING EARTHEN PLUG TOE
(PHASE I)
EXISTING EARTHEN PLUG CREST
(PHASE I)
EXISTING EARTHEN PLUG TOE
R.O.W.
FEDERAL
(PHASE I)
ROAD/COFFERDAM
EXISTING BY-PASS
C
IV
IL
C-05
P H
A S
E I I
E X
C A
V A
T
IO
N P
L A
N
N
-H
H D
R C
R H
P -C
F .D
G N
60'30'030'
NOTES:
M C
C W
H C
D R
3.
2.
1.
SECTION 35 41 00 EMBANKMENT CONSTRUCTION.
SECTIONS 01 57 20 ENVIRONMENTAL PROTECTION AND
CONTRACTOR'S RESPONSIBILITY. SEE SPECIFICATION
THE REQUIRED DEWATERING PERMITTING IS THE
REQUIRED DEWATERING OF THE CONSTRUCTION SITE.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
STRUCTURES.
LOCATION DETAILS AND DEMOLITION OF EXISTING
SEE AS-BUILT DRAWINGS R-01 THROUGH R-03 FOR
DATUM 1988 (NAVD88).
ARE REFERENCED TO THE NORTH AMERICAN VERTICAL
ELEVATIONS ARE IN FEET AND TENTHS OF A FOOT AND
D
IR
T
R
O A
D
-1
-10 -10
-10
-10
-1
-10
-10
-10
-10
-5
-5
-5
-5
-5 -5
-5 -5
-5
-5
-5
C-41
HARNEY POND CANAL
LAKESIDE
0 0
0 0
0 0
FENCE
G R
A V
E L
S D
A
B
C
D
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B
A
8 7 6 5 4 3 2
S O
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IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
C iv il \C -0
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/3
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
C A N
A L
25 25
LANDSIDE
EXCAVATION
LIMITS OF
EXCAVATION
LIMITS OF
R.O.W.
FEDERAL
EASEMENT
CONSTRUCTION
EL. 25.0
COFFERDAM
DRIVEN PILE
(PHASE 1)
COFFERDAM
DRIVEN PILE
(PHASE I)
ROAD/COFFERDAM
EXISTING BY-PASS
(PHASE I)
ROAD/COFFERDAM
CREST OF BY-PASS
ROAD/COFFERDAM
TOE OF BY-PASS
1+00
2+00
3+00
(PHASE I)
EXISTING EARTHEN PLUG CREST
(PHASE I)
EXISTING EARTHEN PLUG TOE
(PHASE I)
EXISTING EARTHEN PLUG CREST
(PHASE I)
EXISTING EARTHEN PLUG TOE
AND GUY WIRES
EXISTING POWER POLE
C
IV
IL
C-06
P H
A S
E I I
E X
C A
V A
T
IO
N C
O N
T O
U R P
L A
N
N
-H
H D
R C
R H
P -C
F .D
G N
60'30'030'
NOTES:
SECTION 35 41 00 EMBANKMENT CONSTRUCTION.
SECTIONS 01 57 20 ENVIRONMENTAL PROTECTION AND
CONTRACTOR'S RESPONSIBILITY. SEE SPECIFICATION
THE REQUIRED DEWATERING PERMITTING IS THE
REQUIRED DEWATERING OF THE CONSTRUCTION SITE.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
SHOWN DASHED.
CONTOURS AFTER COFFERDAM CONSTRUCTION ARE
2. EXCAVATION CONTOURS ARE SHOWN BOLD. EXISTING
DATUM 1988 (NAVD88).
ARE REFERENCED TO THE NORTH AMERICAN VERTICAL
1. ELEVATIONS ARE IN FEET AND TENTHS OF A FOOT AND
M C
C W
H C
A
B
C
D
1234567
D
C
B
A
8 7 6 5 4 3 2
S O
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IT
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IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
C iv il \C -0
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/3
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
EMBANKMENT
EXISTING
PLUG
EXISTING
COFFERDAM
DRIVEN PILE
EMBANKMENT
EXISTING
EL. 0.0'
EXCAVATION GRADE
EL. 0.0'
EXCAVATION GRADE
EMBANKMENT
EXISTING
COFFERDAM
DRIVEN PILE
EL. 0.0'
GRADE
EXCAVATION
C-07
C
IV
IL
-H
H D
R C
R H
P -C
F .D
G N
NOTES:
J
U L
Y
4.
3.
2.
1.
P H
A S
E I I
E X
C A
V A
T
IO
N C
R O
S S S
E C
T
IO
N S
GRADE LINES SHOWN WITHOUT COR APPROVAL.
NO EXCAVATION SHALL EXTEND BELOW EXCAVATION
OF DRIVEN PILE COFFERDAM.
REFER TO STRUCTURAL DRAWINGS FOR ELEVATIONS
INFORMATION.
SEE R-01 THROUGH R-03 FOR EXISTING STRUCTURE
DATUM 1988 (NAVD88).
ARE REFERENCED TO THE NORTH AMERICAN VERTICAL
ELEVATIONS ARE IN FEET AND TENTHS OF A FOOT AND
M C
C W
H C
D R
COFFERDAM
BY-PASS ROAD/
"A" 60'30'030'
SECTION
SCALE: A
A
C-05
SECTION
SCALE: A
B
C-05
1 1
VARIES
LANDSIDE LAKESIDE
184.00' ±
EL. 25.0'
VARIES
105.00' ±
142.53' ± 59.20' ±
SECTION
SCALE: A
C
C-05
EL. 25.0'
28.00' ±
-10
-10
E L
E V
A T
IO
N
E L
E V
A T
IO
N
-10
-10
E L
E V
A T
IO
N
E L
E V
A T
IO
N
-10
-10
E L
E V
A T
IO
N
E L
E V
A T
IO
C-08
80'40'40' 0
"A"
A
B
C
D
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A
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Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
C iv il \C -0
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/3
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
GEOTEXTILE
STONE
6" BEDDING
PHASE I
GEOTEXTILE
FILL
EMBANKMENT
STONE
6" BEDDING
C-08
C
C-08
C-08
C-08
E
.3
N
.7
LEGEND
AND RIPRAP
PHASE I - GEOTEXTILE, BEDDING STONE
NOTES:
2.
1.
STONE
PHASE II - GEOTEXTILE AND BEDDING
TURF REINFORCEMENT MAT) AND SOD
PHASE II - HPTRM (HIGH PERFORMANCE
RECOMMENDATION.
THE CONTRACTOR. ANCHOR PER THE MANUFACTURES
ANCHORING OF THE RECP IS THE RESPONSIBILITY OF
DATUM 1988 (NAVD88).
ARE REFERENCED TO THE NORTH AMERICAN VERTICAL
ELEVATIONS ARE IN FEET AND TENTHS OF A FOOT AND
A
C-08
C -08
B
C
IV
IL
P H
A S
E I I
E X
C A
V A
T
IO
N S
E E
P A
G E P
R O
T E
C T
IO
N P
L A
N
M C
C W
H C
D R
-H
H D
R C
R H
P -C
F .D
G N
E 632871.28
N 981059.35
E 632810.44
N 981121.67
N
E 632780.39
N 980961.77
STONE
6" BEDDING PHASE I
HPTRM AND SOD
GEOTEXTILE
GEOTEXTILE
PHASE I
HPTRM AND SOD
DESIGN GRADE
DESIGN GRADE
STONE
6" BEDDING
COFFERDAM
DRIVEN PILE
FILL
EMBANKMENT
2'
2'
COFFERDAM
DRIVEN PILE
PHASE I
OVERLAP
HPTRM 3 FT.
PLUG
EARTHEN
EL. 15.0
EL. 0.0
EL. 0.0
EL. 15.0
PLUG
EARTHEN
HPTRM
PHASE I
HPTRM
PHASE I
PHASE II
HPTRM AND SOD
GEOTEXTILE
OVERLAP WITH
HPTRM TO 3 FT.
EXTEND PHASE I
SECTION
N.T.S.
A
C-08
SECTION
N.T.S.
B
C-08
SECTION
N.T.S.
C
C-08
DETAIL
N.T.S.
C-08
DETAIL
N.T.S.
C-08
FILTER SOIL
SOIL-BENTONITE FILL
10'
23'
10'
23'
STRUCTURE
WINGWALL
LANDSIDE
DRAIN PIPE
8" HDPE DRAIN PIPE
8" HDPE
BLANKET
DRAINAGE
DRAIN
CHIMNEY
CORE
SOIL-BENTONITE
COLLAR
FILTER
EL. 0.0
EXCAVATION
BOTTOM OF
G R
A V E L
G
U Y
A
N C
H O
R S
W O
O D
P
O W
E R
P
O L E
NOTES:
LEGEND:
DRAINAGE BLANKET
2.
1.
E: E 759,074.26
N: 878,117.64
WORK POINT AT CENTERLINE OF STRUCTURE AT LAKE SIDE FACE END OF SILL.
CENTERLINE BEARING: S 47°02'54" E
E: 632816.7
N: 981025.1
LAKESIDE FACE OF END SILL.
WORK POINT AT CENTERLINE OF STRUCTURE ATWP
40'20'020'
C-09
C
IV
IL
P H
A S
E I
II
S
T R
U C
T U
R E I
N S
T A
L L
A T
IO
N P
L A
N
C D
R C
W H
M C
F
C-10
E
C-10
D
C-10
B
C-10
B
C-10
D
C-10
E
C-10
F
C-10
DETAILS OF S-284 STRUCTURE.
REFER TO STRUCTURAL DRAWINGS FOR CONSTRUCTION
1988 (NAVD88).
REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM
ELEVATIONS ARE IN FEET AND TENTHS OF A FOOT AND ARE
-H
H D
R C
R H
P -C
F .D
G N
C
C-10
C
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A
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IN
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E N
U M
B E
R
S U
B M
IT
T E
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O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
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IP
T
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O N
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IL
L E D
IS
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F E
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IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
C iv il \C -0
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/3
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
N
PERIMETER AT ELEV. 6.00
DRAINAGE BLANKET
C
C
STRUCTURE
WINGWALL
LAKESIDE
STRUCTURE
BARREL
LAKESIDE
LANDSIDE
WP
A
C-10
C-10
EL. 1.0
HEADWALL
BOTTOM OF
SOIL FILTER
BOTTOM OFEL. 2.0
WINGWALL
BOTTOM OF
D
C-09C-09
C
C-09
SECTION
E
C-09
F
C-09
B
SCALE: B
A
C-09
18" FILTER SOIL
STRUCTURE
INVERT LAKESIDE
EL. 6.5
(TYP)
INV EL. 7.0 4" MUD MAT
4" MUD MAT
40'20'020'
20'10'010'
"A"
"B"
WP
WP
SEE SHEET C-09 FOR WORK POINT LOCATION
18" FILTER SOIL
EMBANKMENT FILL
A
B
C
D
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P L
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C O
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O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
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M Z
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T R
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S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
C iv il \C -1
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/3
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
M
C-10
C
IV
IL
C R
O S
S S
E C
T
IO
N S
P H
A S
E I
II
S
T R
U C
T U
R E I
N S
T A
L L
A T
IO
N
C D
R C
W H
M C
-H
H D
R C
R H
P -C
F .D
G N
STRUCTURE
EMBANKMENT FILL
MAT
4" MUD
MAT
4" MUD
SOIL
12" FILTER
12" FILTER SOIL GRAVEL
24" NO. 89 FILTER
SECTION
SECTION
SECTION SECTION
SCALE: B
SCALE: B
SCALE: B SCALE: B
NOTES:
SCALE: A
WITH EMBANKMENT FILL.
AT NO INSTANCE WILL No. 89 FILTER GRAVEL BE IN CONTACT
4. ENVELOPE No. 89 FILTER GRAVEL WITH 12" OF FILTER SOIL.
DIMENSIONS SHALL BE THAT REQUIRED FOR CONSTRUCTABILITY.
3. DIMENSIONS OF FILTER SOIL ARE MINIMUM VALUES. FINAL
CONSTRUCTION DETAILS.
2. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURE
DATUM 1988 (NAVD88).
ARE REFERENCED TO THE NORTH AMERICAN VERTICAL
1. ELEVATIONS ARE IN FEET AND TENTHS OF A FOOT AND
EMBANKMENT FILL
EMBANKMENT FILL
FILL (TYP)
EMBANKMENT
(TYP)
EMBANKMENT FILL
EMBANKMENT FILL 4" MUD MAT
EL. 0.0
EL. 7.0 EL. 6.5
EL. 32.0
EXCAVATION
BOTTOM OF
INVERT OF BARREL
EXCAVATION
BOTTOM OF
EL. 0.0
INV. EL. 7.0'
BENTONITE FILL
8' SOIL-
(18" FILTER SOIL)
32.5'
4' FILTER SOIL
81.0' PLATFORM
EL. 32.0
BOTTOM OF WINGWALL
BOTTOM OF HEADWALL
EL. 6.5
EL. 3.0
EL. 2.5
EL. 0.0
EXCAVATION
BOTTOM OF
EL. 21.5'
EL. 32.0
EL. 22.0
STRUCTURE
LANDSIDE
EL. 6.5 INVERT
27' (18" FILTER SOIL)
SEE STRUCTURAL DRAWINGS
SCOUR CUTOFF WALL,
MAT
4" MUD
FILL (TYP)
EMBANKMENT
SEE STRUCTURAL DRAWINGS
SCOUR CUTOFF WALL,FILL
SOIL BENTONITE
LANDSIDE LAKESIDE
INV. EL. 7.0
8' BARREL
INV EL. 8.2
HDPE DRAIN PIPE
8" PERFORATED
SHEET C-12
42" DIP,SEE
GRADE
EXISTING
GRADE
EXCAVATION
PILE COFFERDAM
LAKESIDE DRIVEN
LANDSIDE COFFERDAM
BYPASS ROAD/EARTHEN
-10
-10
E L
E V
A T
IO
N
E L
E V
A T
IO
N
EXCAVATION
BOTTOM OF
EL. 0.0
16.67'
STRUCTURE
SOIL BENTONITE FILL
15'
10' 10'
8'
8'
8'
BOTTOM OF WINGWALL
BOTTOM OF HEADWALL
EL. 3.0
EL. 2.5
GRAVEL
FILTER
24" NO. 89
EL. 0.0
EXCAVATION
BOTTOM OF
EL. 6.0
EL. 0.0
EXCAVATION
BOTTOM OF
SLAB 6" THICK
24" SQUARE CONC.
HEADWALL STRUCTURE
RECONSTRUCTED
PE DRAIN PIPE
8" DIA PERFORATED
HDPE DRAIN PIPE
8" DIA SOLID
MESH, 12" DIAMETER
TYPE 304 SST WIRE
IN SS PLATE
8" DIA. OPENING " PLATE8
112" SST
Ø 10" B.C.
HARDWARE
SS CONC. ANCHOR &
"x3" POST INSTALLED4
(BEHIND SST PLATE)
DIA., 12" DIAMETER
" OPENING, 0.063" WIRE 4
TYPE 304 SST WIRE MESH,
8"
FILL
SOIL BENTONITE
CONSTRUCTION
TO FACILITATE
SLOPE AS NEEDED
C-11
EL. 32.0
EL. 21.5
EL. 21.5
INV. EL. 8.2
EL. VARIES
C
A
B
C
D
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F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
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A
J A
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S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
C iv il \C -1
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/3
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
(FILTER SOIL)
CHIMNEY DRAIN
(TYP)
EMBANKMENT FILL
(TYP)
EMBANKMENT FILL
HEADWALL
STRUCTURE
HEADWALL
RECONSTRUCTED
BARREL
FILTER SOIL
WINGWALL
RECONSTRUCTED
MAT
4" MUD
WINGWALL
RECONSTRUCTED
MAT
4" MUD
BEND
BEND
BEND
BEND
MAT
4" MUD
4" MUD MAT
WALL
CUTOFF
SCOUR
27' (18" FILTER SOIL)
PIPE
DRAIN
8" HDPE
FILTER SOIL
BOTTOM EL. 0.0
EMBANKMENT FILL
CLEANOUT
8" HDPE DRAIN PIPE
TOP ELEVATION
SEE SHT. C-14 FOR
FINISHED GRADE
HDPE DRAIN PIPE (TYP.)
8" DIA PERFORATED
INV. 7.0
WALL
CUTOFF
SCOUR
WALL
CUTOFF
SCOUR
WALL
CUTOFF
SCOUR
PLUG
RAISED HEAD CLEANOUT
THREADED PVC SEWER
C-11
C
IV
IL
SECTION
SECTION
A
C-11
B
C-11
"A"
10'5'05'
"B"
20'10'010'
N.T.S.
N.T.S.
SCALE "B"
A
C-11
B
C-11
MESH CAP DETAIL
STAINLESS STEEL
CLEANOUT DETAIL
DRAINAGE BLANKET
S T
R U
C T
U R
E I
N S
T A
L L
A T
IO
N D
E T
A
IL
S D
R A
IN
A G
H
A S
E I
II
EL. 6.5
EL. 3.0
EL. 0.0
SECTIONS 416 & 937. (TYPICAL)
2013 FDOT STANDARD SPECIFICATIONS
BONDING SYSTEM IN ACCORDANCE WITH
RECOMMENDATION) WITH AN ADHESIVE
PER BONDING MATERIAL MANUFACTURER'S
WASHERS SET IN DRILLED HOLES (DIA.
FULL LENGTH WITH HEX NUTS AND
" DIA. x 4" ANCHOR BOLTS THREADED4
H H
D R
C R
C -C
F .D
G N
9' 9'
EL. 6.5
NOTE:
EL. 3.0
EL. 0.0
8'
4'
EL. VARIESEL. VARIES
INV. EL. 8.2
(TYP)
WINGWALL
OF SOIL FILTER
EL. 6.0 BOTTOM
C D
R C
W H
M C
C
C-11
DIMENSIONS ASSOCIATED WITH THE STRUCTURE.
REFER TO STRUCTURAL DRAWINGS FOR ALL OTHER
DETAILS ARE FOR DRAINAGE FEATURES ONLY.
PLAN AT SPRINGLINE OF 8" HDPE DRAIN PIPE
LANDSIDE CHIMNEY DRAIN AND DRAINAGE BLANKET
(TYP)
WINGWALL
BLANKET (TYP)
DRAINAGE
HDPE DRAIN PIPE (TYP.)
8" DIA PERFORATED
(FILTER SOIL)
FILTER COLLAR
(FILTER SOIL)
CHIMNEY DRAIN
FILL)
(SOIL-BENTONITE
SOIL-BENTONITE CORE
SOIL
12" FILTER
GRAVEL
24" No. 89 FILTER
SCALE "A"C-11
SCALE "B"
SCALE "B"
LANDSIDE
C SECTION
SCALE "A"C-11
1 DETAIL
LANDSIDE
LANDSIDELANDSIDE
SOIL
12" FILTER
GRAVEL
24" No. 89 FILTER
SOIL
12" FILTER
CLEANOUT
D
IR
T
R
O A
D
DIRT ROAD
LANDSIDE
C-41
HARNEY POND CANAL
LAKESIDE
Y=981110.06 X=632634.55
Y=980946.47 X=632810.16
F E
N C
E
FENCE
NOTES:
C-12
C
IV
IL
R E
C O
N S
T R
U C
T
IO
N P
L A
N
P H
A S
E I
V E
M B
A N
K M
E N
T
N
80'40'040'
M C
C W
H C
R D
-H
H D
R C
R H
P -C
.D
G N o n o n
1 on 3 o n
1 on 3
1 on 3
1 on 3 o n
M
IN
o n
V A
R
IE
S
ELECTRICAL DETAILS.
3. SEE ELECTRICAL DRAWINGS FOR INSTALLATION AND
THE COR.
AND EMBANKMENT ARE IN PLACE AND APPROVED BY
DEGRADED OR REMOVED UNTIL THE STRUCTURES
LAKESIDE COFFERDAM SYSTEMS SHALL BE
2. NO PORTION ON THE EXISTING LANDSIDE AND
VERTICAL DATUM 1988 (NAVD88).
ARE REFERENCED TO THE NORTH AMERICAN
1. ELEVATIONS ARE IN FEET AND TENTHS OF A FOOT AND
E L E
C
S D
A
B
C
D
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D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
C iv il \C -1
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/3
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
E
.1
N
.4
P T S
T A .7
BANK
TOP OF
BANK
TOP OF
EMBANKMENT GRADE
MATCH EXISTING
EMBANKMENT GRADE
MATCH EXISTING
EMBANKMENT GRADE
MATCH EXISTING
BANK
TOP OF
WALKWAY
PLATFORM AND
STILLING WELL
(SEE PROFILE ON C-16)
SUPPLY PIPE (DIP)
240 LF OF WATER
EMBANKMENT GRADE
MATCH EXISTING
NOTE 3)
ELECTRIC (SEE
UNDERGROUND
BANK
TOP OF
BOAT RAMP
CONCRETE
COUNTY ELECTRIC
INSTALLED BY GLADES
POWER POLE TO BE
BOX
PULL
M
IN
. 1 o n
V A
R
IE
S
E
.2
N
.3
S
T A . 0
.0
C
O N
S T
R U
C T
IO
N B
E G
IN
E
.0
N
.0
P
C S
T A . 0
.8
E
.3
N
.5
P T S
T A . 1
.1
E
.9
N
.1
P C S
T A . 3
.8
E .0
N .0
P T S
T A .8
R
R 'R
R
R
E .8
N .3
P C S
T A .4
E
.7
N
.5
P
T S
T A . 5
.5
E
.9
N
.7
P
C S
T A . 8
.1
E
.3
N
.4
P T S
T A .1
E
.6
N
.5
P C S
T A .0
E
.7
N
.8
P T S
T A .1
E
.9
N
.8
P C S
T A .0
E
.0
N
.2
S T
A .6
C O
N S
T R
U C
T
IO
N
E N
D O
F
R
WP SEE SHEET C-09 FOR WORK POINT DATA.
C-16
EL. 32.80
E 632764.03
N 981074.20
N
INFORMATION.
CAMERA POLES, ANTENNA POLE AND STRUCTURE
1. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF
NOTES:
C
C
C C
LAKESIDE
LANDSIDE
E 632575.51
N 980733.24
PT
EL. 23.00
E 632609.80
N 980868.97
PC
EL. 23.00
E 632591.33
N 980884.29
PT
E 632538.15
N 981184.56 E 632542.68
N 981194.00
E 632562.98
N 981161.68
E 632569.65
N 981169.06
WP
EL. 23.00
E 632692.36
N 981296.34
EL. 23.00
E 632680.69
N 981307.19
EL. 32.00
E 632757.24
N 981389.49
E 632612.09
N 981110.27
E 632619.91
N 981116.50
EL. 32.00
E 632761.00
N 981370.06
B
C-16
SEE SHT S-64
CENTERLINE BEARING:
E 632697.67
N 981212.77
WORKING POINT
STILLING WELL
E
C-16
D
C-16
GRADE
MATCH EXISTING
C
C-16
E 632858.25
N 981501.37
PT
E 632551.98
N 980728.58
PC
R 75'
R 75'
EL. 31.67
E 632812.04
N 981605.13
PC
EL. 32.00
E 632742.44
N 980947.92
PC
EL. 32.20
E 632801.69
N 981079.05
EL. 32.20
E 632812.11
N 981069.34
EL. 32.00
E 632822.71
N 981040.36
EL. 32.20
E 632802.60
N 981059.10
EL. 32.00
E 632788.97
N 981004.13
EL. 32.00
E 632803.28
N 981019.49
EL. 32.60
E 632769.44
N 981115.96
EL. 32.00
E 632705.33
N 981108.00
EL. 32.40
E 632735.71
N 981079.73
E 632768.61
N 981115.07
PC
EL. 32.00
E 632793.59
N 981202.27
PT
EL. 32.00
E 632822.00
N 981160.87
PT
EL. 32.00
E 632680.32
N 980991.83
PC
EL. 32.00
E 632684.08
N 980958.74
PT
EL. 32.00
E 632717.75
N 980954.15
PC
EL. 33.00
E 632711.10
N 981998.41
E 632731.11
N 981074.79
PT
EL. 32.00
E 632687.97
N 981030.21
PT
E 632755.58
N 981029.15
PT
EL. 32.00
E 632728.42
N 981095.38
EL. 32.00
E 632681.01
N 981022.82
PT
EL. 32.00
E 632705.34
N 981032.80
PC
EL. 32.00
E 632799.62
N 981052.98
EL. 32.60
E 632758.60
N 981032.41
R 100'
R 100'
R 350'
R 125.5'
R 75'
R 25'
R 10'
GRADE
EXISTING
MATCH
GRADE
EXISTING
MATCH
GRADE
EXISTING
MATCH
GRADE
EXISTING
MATCH
R 20'
EL. 32.00
E 632782.73
N 981363.11
PC
E 632851.64
N 981454.66
EL. 26.79
E 632840.43
N 981450.70
PT
EL. 14.00
E 632662.83
N 981212.40
60'30'030'
C-13
C
IV
IL
A C
C E
S S A
N D P
L A
T F
O R
M P
L A
N
P H
A S
E I
V E
M B
A N
K M
E N
T R
E C
O N
S T
R U
C T
IO
N
M C
C W
H C
D R
-H
H D
R C
R H
P -C
.D
G N
A
C -16
EL. 32.30
E 632736.93
N 980990.82
A
B
C
D
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C
B
A
8 7 6 5 4 3 2
S O
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IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
C iv il \C -1
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/3
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
E 632797.02
N 981073.68
PC
EL. 32.00
E 632787.69
N 981040.17
EL. 32.00
E 632739.08
N 981144.24
EL. 32.00
E 632724.75
N 981128.86
EL. 32.00
E 632740.35
N 981108.18
EL. 22.50
E 632699.03
N 981251.29
-10 -10
-10
-10
-10
-10
-10
-10
-10
-10
-5
-5
-5
-5
-5
-5
-5 -5
-5
-5
-5
-5-5 -5-5
-5
-5
-5
-5
LANDSIDE
C-41
HARNEY POND CANAL
LAKESIDE
0 0
0 0
0 0
0 0
0000000
NOTES:
C-14
C
IV
IL
N
80'40'040'
C O
N T
O U
R P
L A
N
P H
A S
E I
V E
M B
A N
K M
E N
T R
E C
O N
S T
R U
C T
IO
N
M C
C W
H C
D R
-H
H D
R C
R H
P -C
.D
G N
VERTICAL DATUM 1988 (NAVD88).
ARE REFERENCED TO THE NORTH AMERICAN
1. ELEVATIONS ARE IN FEET AND TENTHS OF A FOOT AND
E L E
C
S D
A
B
C
D
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S O
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E
D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
C iv il \C -1
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/3
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
5 5 5 5 5 5 5
55555
10 10
5 15
15 15
20 20
GRADE
EXISTING
MATCH
BANK
TOP OF
BANK
TOP OF
BANK
TOP OF
TOP EL. 23.5 ±
CLEANOUT
TOP EL. 23.0 ±
CLEANOUT
GRADE
EMBANKMENT
EXISTING
MATCH
GRADE
EXISTING
MATCH
GRADE
EXISTING
MATCH
GRADE
EXISTING
MATCH
PROPOSED GRADE +0.25 FT
AND IRON LID TO MATCH
REPLACE CONCRETE BOX
DROP CURB
20 LF OF FDOT
FLUME
CONC.
20 LF OF
DROP CURB
10 LF OF FDOT
FLUME
CONC.
65 LF OF
DROP CURB
20 LF OF FDOT
DROP CURB
20 LF OF FDOT
DROP CURB
20 LF OF FDOT
DRAIN
TRENCH
20 LF OF
DRAIN
TRENCH
47 LF OF
GRADE
EMBANKMENT
MATCH EXISTING
FILL IN ANY RUTTING
MATCH EXISTING GRADE
o n
1 on 12 on
1 on 13
1 on 24
1 on
16%
D
IR
T
R
O A
D
DIRT ROAD
LANDSIDE
C-41
HARNEY POND CANAL
LAKESIDE
C-15
C
IV
IL
N
80'40'040'
S U
R F
A C
IN
G P
L A
N
P H
A S
E I
V E
M B
A N
K M
E N
T R
E C
O N
S T
R U
C T
IO
N
POINT NORTHING EASTING
RIPRAP LIMITS
STONE LIMITS
GEOTEXTILE AND BEDDING
10 980992.14 632770.96
9 980985.22 632764.52
8 980974.32 632776.23
7 981066.51 632862.11
6 981077.42 632850.40
5 981064.28 632838.16
4 981169.00 632759.41
3 981175.13 632752.83
2 981081.84 632665.92
1 981075.70 632672.51
4 981169.00 632759.41
16 981164.23 632764.53
15 981140.82 632742.73
14 981104.60 632708.99
13 981070.93 632677.63
1 981075.70 632672.51
5 981064.28 632838.16
12 981043.76 632819.05
11 981007.55 632785.32
10 980992.14 632770.96
M C
C W
H C
D R
-H
H D
R C
R H
P -C
.D
G N
E L E
C
S D
A
B
C
D
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8 7 6 5 4 3 2
S O
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IC
IT
A T
IO
N N
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IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
C iv il \C -1
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/3
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
EMBANKMENT GRADE
MATCH EXISTING
RIPRAP
TYPE I
10'X10'
BANK
TOP OF
BANK
TOP OF
BANK
TOP OF
EMBANKMENT GRADE
MATCH EXISTING
RAMP
ACCESS
LEVEE
TOE OF
LEVEE
TOE OF
DIRT ROAD GRADE
MATCH EXISTING
BANK
TOP OF
EMBANKMENT GRADE
MATCH EXISTING
(SEE PROFILE ON C-16)
SUPPLY PIPE (DIP)
240 LF OF WATER
DIRT ROAD GRADE
MATCH EXISTING
DIRT ROAD GRADE
MATCH EXISTING
BOAT RAMP
CONCRETE
EXISTING FENCE
CONNECT TO
EXISTING FENCE
CONNECT TO
E 980827.73 N 632517.59
E 980838.72 N 632550.74
12' GATE
CATTLE FENCE
4' GALVANIZED
CATTLE FENCE
4' GALVANIZED
Y 981006.37 N 632681.02
EXISTING FENCE
CONNECT TO
BAR, SEE NOTE 4
24" WHITE STOP
BAR, SEE NOTE 4
24" WHITE STOP
BAR, SEE NOTE 4
24" WHITE STOP
SEE NOTE 4
6" SOLID YELLOW
SEE NOTE 4
STOP SIGN R1-1
NOTE 4
R1-1, SEE
STOP SIGN
NOTE 4
R1-1, SEE
STOP SIGN
GRADE
EMBANKMENT
EXISTING
MATCH DROP CURB
20 LF OF FDOT
DROP CURB
10 LF OF FDOT
DROP CURB
20 LF OF FDOT
DROP CURB
20 LF OF FDOT
DROP CURB
20 LF OF FDOT
RIPRAP
TYPE I
10'X10'
DRAIN
20 LF OF TRENCH
FLUME
CONC.
20 LF OF
FLUME
CONC.
65 LF OF
DRAIN
47 LF OF TRENCH
SOD
NOTES:
LIMEROCK CONC. BLDG. PAD
ASPHALT
BEDDING STONE
GEOTEXTILE AND
FOR RIP RAP TYPE
RIPRAP SEE C-17
INDEX 300.
5. DROP CURB IN ACCORDANCE WITH FDOT DESIGN STANDARD
THEMOPLASTIC.
WITH FDOT, ALL PAVEMENT MARKINGS SHALL BE STANDARD
4. PAVEMENT MARKINGS AND TRAFFIC SIGNS IN ACCORDANCE
3. SOD TO WATERS EDGE WHERE WATER IS ENCOUNTERED.
CONSTRUCTION, EXCEPT WHERE OTHERWISE NOTED.
2. SOD ALL DISTURBED AREAS WITHIN THE LIMITS OF
GOVERNMENT USE.
ANY EXCESS IMPORT RIPRAP SHALL BE STOCKPILED FOR
1. AFTER PLACEMENT OF IMPORT RIPRAP ON EMBANKMENT,
LEGEND
10'
12'
42" DIP
OF EMBANKMENT
CENTERLINE TOP
T
Y P
12" TYP.
TRENCH DETAIL
UGE SECONDARY CONDUIT
DIAMETER BRASS/BRONZE
RECESSED LETTERS 3-1/2 INCH
ASPHALT SURFACE
TYPICAL STRUCTURE PLATFORM
TRENCH DRAIN
GRATE SEAT
CONCRETE FLUME
A
B
C
D
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E
D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
C iv il \C -1
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/3
/2
A S S
H O
W N
W E
P -1
-R -0
M .C
C-16
C
IV
L
H H
D R
C R
C -C
F .D
G N
M .C
C .W .H
C .D .R
S E
C T
IO
N S A
N D D
E T
A
IL
S
H
A S
E I
V E
M A
B A
N K
M E
N T R
E C
O N
S T
R U
C T
IO
N
AGENCY
C O
R P S
O
F
ENGINEERS-U.S
A
R M
Y
SURVEY MARK
F
IN
E O
R IMPRISON
M E N T
F O
R
D
ISTURBING THI
S
M A
R K
S
TA
TI
ON
DESIGNATIO
N
6" COMPACTED LIMEROCK
EMBANKMENT FILL
PRINTED ON IT
ELECTRICAL LINE BELOW"
MARKER TAPE W/ "CAUTION
DETECTABLE MAGNETIC
SOD SOD
SOD
SOD
CONDUIT
SECONDARY
4" PVC
SOD
PROCTOR PER ASTM D1557
MAXIMUM DENSITY MODIFIED
FILL AND COMPACT TO 95%
BACKFILL W/ EMBANKMENT
SEE NOTE 2
VEHICULAR TRAFFIC
FOR AREAS UNDER
CONCRETE 3" AROUND
CONDUIT ENCASED IN
2" ASPHALT
SOD
SOD
CAP
BEND
BEND
BEND
BEND
BEND
CAP
16.8 ±
INV. EL.
13.3 ±
INV. EL.
GRADE
FINISHED
PRINTED ON IT
BURIED WATER LINE BELOW"
MARKER TAPE W/ "CAUTION
DETECTABLE MAGNETIC
SOD
SOD
SOD SOD
ENCASEMENT
CONCRETE
EMBANKMENT
TOP OF
42" DIP, SEE NOTE 3
CONCRETE BOX
PREFABRICATED
VALVE INSIDE
AIR RELEASE
BREAK WITH
SIPHON/VACUUM
VARIES
24" MAX.
NOTES:
L
6" COMPACTED LIMEROCK
E M
B A
N K
M E
N
S-36
SECTION
N.T.S.
E
C-16
N.T.S.
C
C-13
TYPICAL ACCESS RAMP ASPHALT SURFACE
N.T.S.
E
C-13
TYPICAL RAMP LIMEROCK SURFACE
R A
M
6" COMPACTED LIMEROCK
N.T.S.
B
C-13
TYPICAL ACCESS ROAD ASPHALT SURFACE
N.T.S.
A
C-13
TYPICAL EMBANKMENT ASPHALT CREST SURFACE
A C
C E
S S R
O A
N.T.S.
C-13
TYPICAL CONCRETE BOAT RAMP
3' 3'
E
C-16
LIMITS OF REINFORCEMENT50.8' ± 49.4' ±
LIMITS OF CONCRETE ENCASEMENT
H-20 LOADING.
5. GALVANIZED GRATE SHALL BE ABLE TO WITHSTAND
AND LID SHALL BE ABLE TO WITHSTAND H-20 LOADING.
BE HOUSED WITHIN A CONCRETE BOX. CONCRETE BOX
4. SIPHON/VACUUM BREAK AND AIR RELEASE VALVE SHALL
3. ALL PIPE CONNECTIONS SHALL BE FLANGED STYLE.
ELECTRICAL DETAILS.
2. SEE ELECTRICAL DRAWINGS FOR INSTALLATION AND
DATUM 1988 (NAVD88).
ARE REFERENCED TO THE NORTH AMERICAN VERTICAL
1. ELEVATIONS ARE IN FEET AND TENTHS OF A FOOT AND
0+00 1+00 2+00 3+00
E L
E V
A T
IO
N
E L
E V
A T
IO
N
0 0
-10-10
N.T.S.
N.T.S.
(SEE STRUCTURAL DRAWINGS FOR PLACEMENT)N.T.S.
N.T.S.
N.T.S.
N.T.S.
6" 6"11.5"
2 1/2"
11.5"6" 6"
EL. VARIES
2%
2'2' 6'6'
16'
2%2%
2'2' 8'8'
20'
2%2%
2'2'
24'
2% 2%
10' 10'
DUCTILE IRON WATER SUPPLY PIPE PROFILE
6" COMPACTED LIMEROCK
EMBANKMENT FILL
2" ASPHALT
MIN. 12" EMBANKMENT FILL
LIMEROCK
6" COMPACTED
EMBANKMENT FILL
MINIMUM 12"
MIN. 12" EMBANKMENT FILL
EMBANKMENT FILL
(TYP.)
AROUND PERIMETER
18" TURNDOWN
MESH
WELDED WIRE
6X6 W1.4/W1.4
TO TRAVEL
FINISH PERPENDICULAR
WITH RAKE SURFACE
6" 2500 PSI CONCRETE
GRATE SEAT.
ANGLE GALV.
#4 @ 12" E.W.
SEAT
GALVANIZED GRATE
2"x2"x1/2" ANGLE
@ 12" O.C.
3"x1/2" WELDED STUD
2" ASPHALT
2" ASPHALT
#4 @ 12" E.W.
GRATE SEE NOTE 5
16" WIDE GALVANIZED
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
1 1
4 4
N.T.S.
LANDSIDE LAKESIDE
10" MIN.
EMBANKMENT RIPRAP
EL. 22.0 TOP OF
EL. VARIES
TYPE I RIPRAP
TRANSITION TO
EL. VARIES
TOP OF WINGWALL
C-17
5'
A
B
C
D
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N N
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D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
C iv il \C -1
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/3
/2
A S S
H O
W N
W E
P -1
-R -0
M .C
C-17
C
IV
L
H H
D R
C R
C -C
F .D
G N
M .C
C .W .H
C .D .R
C A
N A
L R
IP
R A
P S
E C
T
IO
N S
P H
A S
E I
V E
M A
B A
N K
M E
N T R
E C
O N
S T
R U
C T
IO
N
9" BEDDING STONE
NEEDED
SLOPE AS
EMBANKMENT
GEOTEXTILE
GRADE
PHASE 4 DESIGN EMBANKMENT FILL
TYPE I RIPRAP
18" IMPORTED
TYPE II RIPRAP
24" IMPORTED
TYPE I RIPRAP
18" IMPORTED
SOD
NOTES:
VARIES
A
C-17
5'
5'
SECTION
N.T.S.
B
C-17
SECTION
N.T.S.
C
C-17
SECTION
N.T.S.
A
C-17
DETAIL
N.T.S.
C-17
(SEE NOTE 2)
SCALE: 1" = 10'
3 TO 6 INCHES BELOW GRADE ALONG THE 1H : 1V SLOPE.
SOIL COVER OVER GEOTEXTILE. TERMINATE GEOTEXTILE
STONE AND/OR RIPRAP. MAINTAIN 3 INCHES MINIMUM
BEDDING STONE AND/OR RIPRAP, TO TOP OF BEDDING
2. EXTEND GEOTEXTILE UP BETWEEN CONCRETE AND
DATUM 1988 (NAVD88).
ARE REFERENCED TO THE NORTH AMERICAN VERTICAL
1. ELEVATIONS ARE IN FEET AND TENTHS OF A FOOT AND
LANDSIDE
TYPICAL CANAL SURFACE TREATMENT
B
C-17
C
C-17
C
C-17
9" BEDDING STONE
STONE
9" BEDDING
STONE
9" BEDDING
GEOTEXTILE
9" BEDDING STONE
FOUNDATION
STRUCTURE
WP
SEE NOTE 2
GEOTEXTILE
SEE NOTE 2
GEOTEXTILE
SEE NOTE 2
GEOTEXTILE
WINGWALL
TOP OF
WINGWALL
TOP OF
STRUCTURE
TYPE II RIPRAP
24" IMPORTED
TYPE I RIPRAP
18" IMPORTED
SOD
ASPHALT
2'
IV
IL
C-18
-H
H D
R C
R
IP
-C
F
F E
B R
U A
R Y
M .J .B
M .J .B
E .G .M
TYPICAL PANEL
N.T.S.
N.T.S.
N.T.S.
N.T.S.
6'-6"
BRACING AS REQUIRED.
OF POSTS SHALL BE ALTERED TO PROVIDE ADEQUATE
OR TWO CORNER PANELS CONFLICT, BRACING AND SPACING
CONFLICTS WITH GATE OR CATTLE GUARD BRACE PANELS,
OF 10' AND 9' IS MAXIMUM. WHEN CORNER OR END PANEL
1. THE SPACING OF END OR CORNER PANEL AND BRACE PANEL
NOTES:
TYPICAL CORNER
WOVEN FIELD FENCE
GALVANIZED GATE
12'-0"
C A
T T
L E F
E N
C E D
E T
A
IL
S
P H
A S
E I
V E
M B
A N
K M
E N
T R
E C
O N
S T
R U
C T
IO
N
GROUND LINE
FENCE
WOVEN FIELD
6" - 7" DIA LINE POST (TYP)
(T
Y P
BRACE POST
6'-6"
6'-6" 6'-6
6'-6
GRADE
EXISTING
6" - 7" DIA POST (TYP.)
8' (TYP.)
A
B
C
D
1234567
D
C
B
A
8 7 6 5 4 3 2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
C iv il \C -1
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/3
/2
A S S
H O
W N
W E
P -1
-R -0
M .C
6" PULLOUT
10 GAUGE
10 GAUGE
(2) HINGES
DETAIL
FENCE, SEE
WOVEN FIELD
DETAIL
FENCE, SEE
WOVEN FIELD
(TYP.)
LINE POST
6" - 7" DIA
8"
7"
6"
5"
4"
3"
5.5"
4.5"
3.5"
" G
A U
G E F
IL
L E
R W
IR
E
G A
U G
E F
IL
L E
R W
IR
E
" O
F C
L A
S S I, G
A L
V A
N
IZ
E D W
IR
E F
E N
| C-01 |
| C-02 |
| C-03 |
| C-04 |
| C-05 |
| C-07 |
| C-08 |
| C-09 |
| C-10 |
| C-11 |
| C-16 |
| C-17 |
| C-18 |
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