HHD_-_C-07_Abandonment_10.15.12.pdf
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Plans for Construction of the C-07 Abandonment
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JACKSONVILLE, FLORIDA
JACKSONVILLE DISTRICT, CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
FOR CONSTRUCTION OF
PLANS
TO ACCOMPANY INVITATION
"INCREASE PROFIT -- SUBMIT VECP’S"
V E
$AFETY PAY$
Risk
Lower
Quality
Increased
In Many Ways!
Jacksonville District of Engineers
US Army Corps fi
In cr ea se d
Pr od uc tiv ity
HERBERT HOOVER DIKE
REHABILITATION PROJECT
xxxxxx-HHD_C_07-GI-001COV.DGN
OKEECHOBEE COUNTY
NO. W912EP-13-R-0001
CULVERT 7
ABANDONMENT
LAKE
OKEECHOBEE
C-133 C-134
C-132(W)
LUCIE
C.
ST.
S-243
PAHOKEE
SOUTH
AS SHOWN
G E
N E
R A
L
INDEX TO DRAWINGS
GENERAL
TITLEDWG NO
M W
W
LOCATION MAP
LA BELLE
CULVERT 7
L A K E
O K E E C H O B E E
JUPITER
ST. LUCIE
LOCK (S-80)
PORT
MAYACA
M A R T I N
RIVER
S-47B
C-19
CLEWISTON
LOCATION OF WORK
OKEECHOBEE COUNTY, FLORIDA
NOT TO SCALE
C-41
S-70
L-50
S-75 S-84
S C L
S-47D
L-43
L-D3 S-81
CREEK
S-65E C-41A
C-39A
S-82
F E C
C-131
C-132
S-212
S-213 C-137
STUART
S-48 S-97
S-49
C-23
C-135
S-206
S . C . L.
R . R
S-318
S-316
S-317CANAL POINT
L-8
C-18
C-17
S-46
C-300 W
E S T P
A L
M B
E A
C H
441 L-10
P A
R K
W A
YP A L M
S-5A(X)
L-12
BELLE
GLADE
NOT TO SCALE
S-44 W
A T
E R
W A
Y
IN
T
R A
C O
A S
T A
L
GULF OF MEXICO
A T
L A
N T
IC
O
C E
A N x x x x x x -H
H D
C -G
I- L
O C .D
G N
M C
P D
K
A/G-02
N N
IN
D
E X
L O
C A
T
IO
N A
N D V
IC
IN
IT
Y M
A P
COVER SHEET
INDEX, LOCATION AND VICINITY MAP
SITE ACCESS PLAN
A/G-01
A/G-03
A/G-02
CROSS SECTIONS AND DETAILA/C-02
A/C-01
AS-BUILT RESOURCE DRAWING
AS-BUILT RESOURCE DRAWING
AS-BUILT RESOURCE DRAWING
AS-BUILT RESOURCE DRAWING
AS-BUILT RESOURCE DRAWINGA/R-05
A/R-04
A/R-03
A/R-02
A/R-01
SITE PLAN
CIVIL
REFERENCE
VICINITY MAP
US Army Corps
SAFETY ON THIS JOB
DEPENDS ON YOU
Jacksonville District of Engineers
Scale:
DRAWING NO.
S y m b o l
N o
Z o n e
D e s c ri p ti o n
D E
P A
R T
M E
N T O
F T
H E A
R M
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J A
C K
S O
N V
IL
L E D
IS
T R
IC
T C
O R
P S O
F E
N G
IN
E E
R S
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
D a te d
In v
N o
F il e n a m e
A
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
B
C
D
A
B
C
D
D e s ig n e d b y
D w n b y
C k d b y
R e fe re n c e f il e s
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 P
R O J E
C T
H H
D -C
-G
-B S
B R
D R .D
G N
C U
L V
E R
T A
B A
N D
O N
M E
N T
N O
W E
P -1
-R -0
N
AS SHOWN
P D
K
M W
W
G E
N E
R A
L
R a s te r fi le s h h d p a n p fl s p fe s u b .i m g
S
IT
E A
C C
E S
S P
L A
N x x x x x x -H
H D
C -G
I-
V
IC
.D
G N
M C
A/G-03
0 400’200’200’
GRAPHIC SCALE
SEE D
WG.
C /G -03
ACCES
S T
O
TAYLOR
CREEK
2.
1.
NOTES
A 523
TO B
UCKHEAD R
IDGE
TO
TAYLOR
CREEK
CULVERT 7
PAVED RECREATION TRAIL
PAVED ACCESS ROAD
B 523* AJ6165 35.73
AJ6164A 523
708,536.72 1,037,683.08 SURVEY DISK
711,244.58 1,040,691.23 36.34 FLANGE-ENCASED ROD
DESCRIPTIONZ (NAVD88) Y (NORTHING) X (EASTING) NGS PID POINT NAME
SURVEY CONTROL
SURVEY NOTES
*MONUMENT B 523 IS SOUTHWEST OF THIS DRAWING BOUNDARY
LAST DATE OF FIELD SURVEY: 23 NOVEMBER, 2011
DATE OF SIGNATURE: 8 DECEMBER, 2011
LB4108
FLORIDA CERTIFICATE NO. 5199
REGISTERED LAND SURVEYOR
PETER ANDERSEN
PURSUANT TO SECTION 472.027, FLORIDA STATE STATUTES.
BOARD OF LAND SURVEYORS IN CHAPTER 5J17-6, FLORIDA ADMINISTRATIVE CODE,
MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS SET FORTH BY THE FLORIDA
HEREON WAS COMPLETED UNDER MY DIRECTION. I FURTHER CERTIFY THAT THIS SURVEY
I HEREBY CERTIFY THAT THE TOPOGRAPHIC SURVEY DATA AND THE SURVEYOR�S REPORT
(NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL)
CERTIFICATION:
SEARCH WE WERE UNABLE TO FIND ANY EVIDENCE OF CULVERT 7 (C-7).
WHILE TRYING TO KEEP THE VESSEL STABLE AND ON STATION. AFTER A THOROUGH
CANALS, CHANNEL AND OPEN LAKE IT WAS NOT POSSIBLE TO ACQUIRE MUCK PROBES
NOTES: DO TO THE DEPTH AND OPEN WATER CONDITIONS OF THE AREAS IN THE BORROW
MASTER OR AIRBOAT WERE USED ALONG WITH THE RTK/GPS.
THE MARSH THAT IS SOUTHEAST OF THE GOVERNMENT CUT CHANNEL EITHER A MARSH
IN CONJUNCTION WITH RTK/GPS AND A 16 FOOT JON BOAT. IN NEAR SHORE MARSH AND
�GOVERNMENT CUT� CANAL AT THE C-7 LOCATION, THE ODOM FATHOMETER WAS USED
WATER AS IN THE CASE OF THE BORROW CANALS OUTSIDE THE LEVEE AND IN THE
OPTICAL EQUIPMENT WAS USED TO GATHER ALL TOPOGRAPHIC. IN AREAS OF DEEPER
GENERAL APPROACH/METHODOLOGY: GENERALLY EITHER RTK/GPS OR CONVENTIONAL
* ODOM ECHOTRAC MK III SURVEY GRADE FATHOMETER.
* TOPCON TOTAL STATIONS WITH DATA COLLECTORS.
COLLECTORS.
* TRIMBLE R-8 AND 5700 RTK GPS USING RADIO BASED CORRECTIONS WITH DATA
* MARSH MASTER AMPHIBIOUS VEHICLE, MULTIPLE AIRBOATS AND A JON BOAT.
TYPES OF EQUIPMENT USED:
2011.
DATE OF FIELD SURVEY: FIELD WORK OCCURRED BETWEEN OCTOBER 31 AND NOVEMBER 23,
BETWEEN POINTS AND THROUGH LOCALLY SET TRAVERSE POINTS.
WERE CHECKED AGAINST PUBLISHED DATASHEETS. A THIRD ORDER BENCH RUN WAS RUN
NATIONAL GEODETIC SURVEY�S �ONLINE POSITIONING USER SERVICE� (OPUS). THE RESULTS
ADDITIONALLY, STATIC GPS DATA WAS GATHERED AT EACH POINT AND SUBMITTED TO THE
STATION WAS SET UP ON ONE POINT AND THE OTHER POINT WAS CHECKED USING RTK/GPS.
VERIFICATION OF CONTROL: 2 CONTROL POINTS WERE RECOVERED. THE RTK/GPS BASE
USED.
VERTICAL CONTROL POINTS �A 523� (NGSPID AJ6164) AND �B 523� (NGSPID AJ6165) WERE
CONTROL USED: AT CULVERT C-7, NATIONAL GEODETIC SURVEY (NGS) HORIZONTAL AND
(NAVD 88) AND ARE IN FEET.
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988
TO NAD 1983 (2007), FLORIDA STATE PLANE, EAST ZONE, U.S. SURVEY FEET. VERTICAL
HORIZONTAL AND VERTICAL SURVEY CONTROL: HORIZONTAL POSITIONS ARE REFERENCED
GRID LOCATIONS. LOCATION OF ALL IMPROVEMENTS AND CULVERTS.
ASCERTAIN DEPTHS OF MUCK OR OTHER UNSUITABLE MATERIAL AT THE TOPOGRAPHIC
CENTERED ON CULVERT C-7.
TOPOGRAPHIC DATA ON A 50 FOOT GRID WITHIN AN AREA DEFINED AS A 1000 FOOT RADIUS
PROJECT DESCRIPTION: THE SCOPE OF WORK FOR THIS PROJECT CALLED FOR PROVIDING
REFER TO SURVEY NUMBER 11-105 : C-7
5.
4.
3.
2.
1.
SEE NOTE 6 ON DWG. A/C-01
ACCESS TO THE SITE WILL BE BY PAVED ACCESS ROAD FROM SR 78.
US Army Corps
SAFETY ON THIS JOB
DEPENDS ON YOU
Jacksonville District of Engineers
Scale:
DRAWING NO.
S y m b o l
N o
Z o n e
D e s c ri p ti o n
D E
P A
R T
M E
N T O
F T
H E A
R M
Y
J A
C K
S O
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IL
L E D
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T C
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P S O
F E
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J A
C K
S O
N V
IL
L E F
L O
R
ID
A
D a te d
In v
N o
F il e n a m e
A
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
B
C
D
A
B
C
D
D e s ig n e d b y
D w n b y
C k d b y
R e fe re n c e f il e s
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
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N P
R O J E
C T
H H
D -C
-G
-B S
B R
D R .D
G N
C U
L V
E R
T A
B A
N D
O N
M E
N T
N O
W E
P -1
-R -0
HHD11-C7-CB-1
5 5
35 35
(SEE NOTE 9)
TEMPORARY SILT FENCE
RIPRAP
LIMITS OF
OF TREE CLUSTER
APPROXIMATE LOCATION
OF TREE CLUSTER
APPROXIMATE LOCATION
CUTOFF WALL
CONCRETE SLAB)
(TABLE AND
PICNIC SHELTER
CONSTRUCTION LIMITS
PAVED ROAD
GUARDRAIL
DRAINAGE BLANKET
HEADWALL
CANAL SIDE
LAKE SIDE HEADWALL
SEE NOTES 1 AND 2
DRAINAGE STRUCTURE
APPROXIMATE LIMITS OF C7
CHIMNEY DRAIN
DRAINAGE BLANKET.
REQUIRED TO INSTALL
EXCAVATION LIMITS
PAVED RECREATION TRAIL
FENCING (SEE NOTE 9)
TEMPORARY SILT
AS SHOWN
x x x x x x -H
H D
C
-S
P -t o p o .g n .D
G N
H H
D -T
O P
O .D
G N
A/C-01 x x x x x x -H
H D
C -S
P -0
.D
G N
N
HHD11-C7-CB-2
N 1,039,184.5
E 709,948.7
N 1,038,797.8
E 709,631.8
N 1,039,046.8
E 709,564.6
N 1,038,930.8
E 709,469.5
N 1,039,108.5
E 709,711.3
GRAPHIC SCALE
30’ 0’ 30’ 60’
CULVERT STRUCTURE
CONSTRUCTION LIMITS
A
A/C-02
A
A/C-02
60.0’ (TYP.)
40.0’ (TYP.)
N 1,039,379.2
E 709,711.1
C
IV
IL
M C
P D
K
M W
W
E 709,799.1
SILT FENCE
CORE BORING
N 1,039,181.4
N 1,039,082.1
S
IT
E P
L A
N
5’5’
E 709,674.9
US Army Corps
SAFETY ON THIS JOB
DEPENDS ON YOU
Jacksonville District of Engineers
Scale:
DRAWING NO.
S y m b o l
N o
Z o n e
D e s c ri p ti o n
D E
P A
R T
M E
N T O
F T
H E A
R M
Y
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T C
O R
P S O
F E
N G
IN
E E
R S
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
D a te d
In v
N o
F il e n a m e
A
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
B
C
D
A
B
C
D
D e s ig n e d b y
D w n b y
C k d b y
R e fe re n c e f il e s
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 P
R O J E
C T
H H
D -C
-G
-B S
B R
D R .D
G N
C U
L V
E R
T A
B A
N D
O N
M E
N T
N O
W E
P -1
-R -0
PROJECT NPDES STORM WATER PERMIT.
CONTROL PROTECTION MEASURES WITH FDEP AS PART OF THE
CONTRACTOR IS RESPONSIBLE FOR COORDINATING EROSION
9. TEMPORARY EROSION CONTROL IS THE MINIMUM REQUIRED.
THE DRAWING SHEET.
8. SURVEY MONUMENT A523 IS LOCATED TO THE NORTHEAST OFF
7. FOR CORE BORING INFORMATION SEE SPECIFICATIONS.
GUARD RAIL, SOD, AND PICNIC SHELTER STRUCTURE.
BE LIMITED TO THE EMBANKMENT,PAVED RECREATION TRAIL, PAVED ROAD,
PRE CONSTRUCTION CONDITION. THIS WILL INCLUDE BUT NOT
ARE RETURNED TO A CONDITION EQUAL OR BETTER THAN THE
FEATURES DAMAGED OR DISTURBED DURING CONSTRUCTION
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING ALL
INFORMATION.
5. SEE SPECIFICATIONS FOR LAKE OKEECHOBEE WATER LEVEL
SPECIFICATIONS.
WITH THE REQUIREMENTS OF SECTION 536 OF FDOT
4. ANY GUARDRAIL REMOVED SHALL BE REPLACED IN ACCORDANCE
SHOWN.
THROUGH THE EXISTING (3) BARRELS OF THE STRUCTURE AS
3. THE CONTRACTOR SHALL INSTALL A CUTOFF WALL EXTENDING
THE CENTERS OF CANAL AND LAKESIDE HEADWALLS.
ADJUST THE APPARENT CENTERLINE OF STRUCTURE TO MATCH
LOCATIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
THE CONTRACTOR SHALL FIELD VERIFY CULVERT COMPONENT
ON HISTORICAL AERIAL IMAGERY AND MAGNETOMETER DATA.
APPROXIMATE. THE CULVERT BARRELS LOCATION IS BASED
2. THE LOCATION OF THE DRAINAGE STRUCTURE SHOWN IS
FILL MATERIAL. THE STRUCTURE IS NOT VISIBLE FROM THE SURFACE.
WAS ABANDONED AND THE ENTIRE STRUCTURE COVERED WITH
ENDS (SEE RESOURCE DRAWINGS). THE CULVERT STRUCTURE
INCLUDE MASONRY HEADWALLS AT THE LAKE AND RIM CANAL
THICK METAL BARRELS CONSTRUCTED IN 1936. THE CULVERTS
INSIDE DIAMETER BITUMINOUS- COATED RIBBED 7/32" (ASSUMED)
1. CULVERT 7 DRAINAGE STRUCTURE CONSISTS OF THREE 10’
A P
P A
R E
N T C
E N
T E
R L
IN
E O
F S
T R
U C
T U
R E
HHD11-C7-CB-4
HHD11-C7-CB-3
CANAL SIDE
LAKE SIDE
LEGEND
NOTES
B
A/C-02
PRIME COAT 6" AGGREGATE BASE COURSE
1H:1V
EXISTING EMBANKMENT
MATERIAL
FILTER
RAP COVER
PROTECTIVE RIP
CUTOFF WALL
CHIMNEY DRAIN
CHIMNEY DRAIN
TYPE SP-9.5 OR SP-12.5
SURFACE COURSE, FDOT
2" BITUMINOUS CONCRETE
EXISTING EMBANKMENT
EXISTING GRADE
SEE DETAIL 2
SEE NOTE 2
DRAINAGE BLANKET
UPPER LIMIT OF
A/C-02
C
IV
IL
AS SHOWN
M W
W
P D
K
A
A/C-01
GRAPHIC SCALES
x x x x x x x -H
H D
C -D
T -0
D E
T .D
G N
SOD SOD
NOTES
LAKE SIDE CANAL SIDE
CULVERT (THREE 10’ DIA. PIPES)
5’ MIN.
EL. 12.0’
EL. 5.0’
SEE NOTE 1
SECTION
SECTIONB
A/C-01
C R
O S
S S
E C
T
IO
N S A
N D D
E T
A
IL
N.T.S.
F M
C
M C
RIP RAP
FILTER MATERIAL
EXISTING PAVED ROAD
65’ LIMITS OF SOD
EL. 25.0’
EXISTING PAVED RECREATION TRAIL
N.T.S.
A/C-02
A/C-02
COARSE DRAINAGE STONE
FINE DRAINAGE STONE
EMBANKMENT FILL
4’
2’
(SEE NOTE 3)
TYPICAL PAVING REPAIR DETAIL
2’ 2’
10’6’
SECTION CROSS-SLOPE TO MATCH EXISTING
VARIES
1’ FINE DRAINAGE STONE
1’ COARSE DRAINAGE STONE
2’ (MIN.) RIPRAP
2’
1’
N.T.S.
A/C-02
TYPICAL TIE IN OF EXISTING SLOPES AND EMBANKMENT DETAIL
SEE ATTACHED
INVERT OBTAINED FROM HISTORIC AS-BUILT DRAWINGS,
FOR PAY PURPOSES ONLY.
EXISTING MATERIAL WITH FILL. NEAT CUT LINES SHOWN
SHALL BE BENCHED AS SHOWN IN DETAIL TO KEY IN
ALL CUTS IN EXISTING FOUNDATION AND EMBANKMENT
CONSTRUCTION LIMITS.
OTHERWISE HAVE NO VEGETATIVE COVER WITHIN
OF THE EMBANKMENT WHICH ARE DISTURBED OR
THE CONTRACTOR SHALL INSTALL SOD ON ALL AREAS
3.
2.
1.
20’
1’
1’
4’
INV. EL. 5.7’
CANAL SIDE
TRAIL
RECREATION
PAVED
EXISTING
EL. 5.0’
EL. 12.0’
EL. 25.0’
50’
N.T.S.
N A
V D
N.T.S.
N A
V D
N.T.S.
-5
US Army Corps
SAFETY ON THIS JOB
DEPENDS ON YOU
Jacksonville District of Engineers
Scale:
DRAWING NO.
S y m b o l
N o
Z o n e
D e s c ri p ti o n
D E
P A
R T
M E
N T O
F T
H E A
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L E F
L O
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A
D a te d
In v
N o
F il e n a m e
A
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
B
C
D
A
B
C
D
D e s ig n e d b y
D w n b y
C k d b y
R e fe re n c e f il e s
H E
R B
E R
T H
O O
V E
R D
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E
R E
H A
B
IL
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N P
R O J E
C T
H H
D -C
-G
-B S
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D R .D
G N
C U
L V
E R
T A
B A
N D
O N
M E
N T
N O
W E
P -1
-R -0
-5
-5
US Army Corps
SAFETY ON THIS JOB
DEPENDS ON YOU
Jacksonville District of Engineers
Scale:
DRAWING NO.
S y m b o l
N o
Z o n e
D e s c ri p ti o n
D E
P A
R T
M E
N T O
F T
H E A
R M
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J A
C K
S O
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L E D
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T R
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T C
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P S O
F E
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IN
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R S
J A
C K
S O
N V
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L E F
L O
R
ID
A
D a te d
In v
N o
F il e n a m e
A
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
B
C
D
A
B
C
D
D e s ig n e d b y
D w n b y
C k d b y
R e fe re n c e f il e s
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
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N P
R O J E
C T
H H
D -C
-G
-B S
B R
D R .D
G N
C U
L V
E R
T A
B A
N D
O N
M E
N T
N O
W E
P -1
-R -0
AS SHOWN
A/R-01
C
IV
IL
x x x x x x -H
H D
C
G I-
R E
F .D
G N
M C
M W
W
P D
K
A S -B
U
IL
T R
E S
O U
R C
E D
R A
W
IN
G
ASSUMED DATUM: NGVD29
FOR INFOMATION ONLY
RESOURCE DRAWING
DEPENDS ON YOU
Jacksonville District of Engineers
Scale:
DRAWING NO.
S y m b o l
N o
Z o n e
D e s c ri p ti o n
D E
P A
R T
M E
N T O
F T
H E A
R M
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J A
C K
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P S O
F E
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IN
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J A
C K
S O
N V
IL
L E F
L O
R
ID
A
D a te d
In v
N o
F il e n a m e
A
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
B
C
D
A
B
C
D
D e s ig n e d b y
D w n b y
C k d b y
R e fe re n c e f il e s
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
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N P
R O J E
C T
H H
D -C
-G
-B S
B R
D R .D
G N
C U
L V
E R
T A
B A
N D
O N
M E
N T
N O
W E
P -1
-R -0
A/R-02
AS SHOWN
C
IV
IL
x x x x x x -H
H D
C
G I-
R E
F .D
G N
M W
W M
C
P D
K
A S -B
U
IL
T R
E S
O U
R C
E D
R A
W
IN
G
ASSUMED DATUM: NGVD29
DEPENDS ON YOU
Jacksonville District of Engineers
Scale:
DRAWING NO.
S y m b o l
N o
Z o n e
D e s c ri p ti o n
D E
P A
R T
M E
N T O
F T
H E A
R M
Y
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T C
O R
P S O
F E
N G
IN
E E
R S
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
D a te d
In v
N o
F il e n a m e
A
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
B
C
D
A
B
C
D
D e s ig n e d b y
D w n b y
C k d b y
R e fe re n c e f il e s
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 P
R O J E
C T
H H
D -C
-G
-B S
B R
D R .D
G N
C U
L V
E R
T A
B A
N D
O N
M E
N T
N O
W E
P -1
-R -0
A/R-03
C
IV
IL
AS SHOWN
x x x x x x -H
H D
C
G I-
R E
F .D
G N
P D
K
M C
M W
W
A S -B
U
IL
T R
E S
O U
R C
E D
R A
W
IN
G
FOR INFOMATION ONLY
ASSUMED DATUM: NGVD29
DEPENDS ON YOU
Jacksonville District of Engineers
Scale:
DRAWING NO.
S y m b o l
N o
Z o n e
D e s c ri p ti o n
D E
P A
R T
M E
N T O
F T
H E A
R M
Y
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T C
O R
P S O
F E
N G
IN
E E
R S
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
D a te d
In v
N o
F il e n a m e
A
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
B
C
D
A
B
C
D
D e s ig n e d b y
D w n b y
C k d b y
R e fe re n c e f il e s
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 P
R O J E
C T
H H
D -C
-G
-B S
B R
D R .D
G N
C U
L V
E R
T A
B A
N D
O N
M E
N T
N O
W E
P -1
-R -0
A/R-04
C
IV
IL
AS SHOWN
x x x x x x -H
H D
C
G I-
R E
F .D
G N
M W
W M
C
P D
K
A S -B
U
IL
T R
E S
O U
R C
E D
R A
W
IN
G
ASSUMED DATUM: NGVD29
DEPENDS ON YOU
Jacksonville District of Engineers
Scale:
DRAWING NO.
S y m b o l
N o
Z o n e
D e s c ri p ti o n
D E
P A
R T
M E
N T O
F T
H E A
R M
Y
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T C
O R
P S O
F E
N G
IN
E E
R S
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
D a te d
In v
N o
F il e n a m e
A
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
B
C
D
A
B
C
D
D e s ig n e d b y
D w n b y
C k d b y
R e fe re n c e f il e s
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 P
R O J E
C T
H H
D -C
-G
-B S
B R
D R .D
G N
C U
L V
E R
T A
B A
N D
O N
M E
N T
N O
W E
P -1
-R -0
AS SHOWN
A/R-05
C
IV
IL
x x x x x x -H
H D
C
G I-
R E
F .D
G N
M C
M W
W
P D
K
A S -B
U
IL
T R
E S
O U
R C
E D
R A
W
IN
G
ASSUMED DATUM: NGVD29
| xxxxxx-HHD_C_07-GI-001COV-Default-000 |
| xxxxxx-HHD_C_07-GI-002LOC-Default-000 |
| xxxxxx-HHDC_07-GI003ACC-Default-000 |
| xxxxxx-HHDC_07-SP101-Default-000 |
| xxxxxx-HHDC_07-DT502-Default-000 |
| xxxxxx-HHDC_07-R201REF-Default-000 |
| xxxxxx-HHD_C_07-R202REF-Default-000 |
| xxxxxx-HHDC_07-R203REF-Default-000 |
| xxxxxx-HHDC_07-R204REF-Default-000 |
| xxxxxx-HHDC_07-R205REF-Default-000 |
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