B.08.02 Plans, Palm Beach North Jetty.pdf
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- Solicitation number
- W912EP20R0033
About this file
This federal contract opportunity notice solicits proposals for the Lake Worth Inlet North Jetty Rehabilitation project in Palm Beach County, Florida. Work includes repairs to restore the 900-foot long north jetty to its original profile, which requires substantial moving and manipulation of new stones as well as reworking existing stones. Stones ranging from 6 to 14 tons must be placed in identified repair areas. Access and staging areas are designated, and water-based equipment is required for work in two areas. Proposals are due on August 24, 2020. The solicitation will be issued electronically on SAM.gov. The NAICS code is 237990 and size standard is $39.5 million. This is an unrestricted acquisition open to all responsible offerors.
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US Army Corps of Engineers
JACKSONVILLE DISTRICT
NORTH JETTY REHABILITATION
PALM BEACH COUNTY, FLORIDA
LAKE WORTH INLET
SOLICITATION NO.: W912EP20R0033
TYPICAL SECTION AND SEQUENCE OF WORK
PROJECT OVERVIIEW
TITLE
NO.
SHEET
INDEX TO DRAWINGS
ABBREVIATIONS, SYMBOLS, AND NOTES
G-01
GENERAL
CIVIL
G-02
G-03
G-04
C-01
C-02
C-03
C-04
C-05
C-06
C-07
C-08
C-09
C-10
C-11
C-12
C-13
C-14
C-15
C-16
C-17
C-18
C-19
C-20
C-21
COVER SHEET AND INDEX TO DRAWINGS
CROSS SECTIONS
CROSS SECTIONS
CROSS SECTIONS
CROSS SECTIONS
CROSS SECTIONS
CROSS SECTIONS
CROSS SECTIONS
CROSS SECTIONS
CROSS SECTIONS
CROSS SECTIONS
CROSS SECTIONS
CROSS SECTIONS
CROSS SECTIONS
CROSS SECTIONS
CROSS SECTIONS
CROSS SECTIONS
CROSS SECTIONS
CROSS SECTIONS
PLAN AND LIMITS OF WORK (AREAS "C" AND "D")
PLAN AND LIMITS OF WORK (AREAS "A" AND "B")
G-05 ACCESS, STAGING, AND JETTY CONTROL
CHANNEL CONTROL
A B C D E F G H
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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IO
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A R
K
S
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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
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K E
D B
Y
D R
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N B
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
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P S O
F E
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A M
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D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
G-01
G E
N E
R A
L
C O
V E
R S
H E
E T A
N D I
N D
E X T
O D
R A
W
IN
G S
.E .W
J .K .W
P
L M B
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C H C
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A T
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N
L A
K E W
O R
T H I
N L E
T
W E
P
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TERMS AND ABBREVIATIONS
LINE SYMBOL KEY
OBJECT CENTERLINE
IDENTITY SYMBOL KEY
CONCRETE
REFERENCE SYMBOL KEY
FEET-INCHES
ELEVATION DATUM INDICATORKEYNOTE INDICATOR
DRAWING REVISION INDICATOR
OBJECT CENTERLINE IDENTIFIER
AT
X'-X"
EL 45.0
14 14OR
A
ARROW
PLAN NORTH
GENERAL NOTES
GENERAL SYMBOLOGY
T/B TOP AND BOTTOM
EF EACH FACE
SHEET INDENTIFICATION KEY
SHEET SEQUENCE NUMBER
DISCIPLINE DESIGNATOR
STANDARD FORMAT
SHEET SEQUENCE NUMBER
DISCIPLINE DESIGNATOR
WITH BUILDING ID
FACILITY IDENTIFICATION
G-09
S-544B
C-16
UTILITIES CROSSING CHANNEL
ELECTRICAL SERVICE DUCT BANK
ROADWAY PRIMARY
ROADWAY SECONDARY
N
49.5 ELEVATION AND LOCATION
MONUMENT OFF SHEET
IN DIRECTION OF ARROWPID AF3134
BLVD
CHN.
FDOT
NAD83 (2011)
OPUS
PI
PPCP
PMB
RGE
SH
TOL
VERT
BOULEVARD
CHANNEL
FLORIDA DEPARTMENT OF TRANSPORTATION
ONLINE POSITIONING USER SERVICE
POINT OF INTERSECTION
PERMANENT IDENTIFIER
PRIMARY PROJECT CONTROL POINTS
PERMANENT BENCHMARK
SHEET
TOLERANCE
UNITED STATES COAST GUARD
VERTICAL
CBL CONSTRUCTION BASELINE
EX. EXISTING
FDEP FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
INV INVERT
IWW INTRACOASTAL WATERWAY
MEAN HIGH WATERMHW
MEAN LOWER LOW WATER MLLW
NAVD88
MEAN LOW WATERMLW
NORTH AMERICAN VERTICAL DATUM OF 1988
NOAA NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION
NORTH AMERICAN DATUM OF 1983
PID
ROAD
REQUEST FOR INFORMATIONRFI
RD
RANGE
ST STREET
STA STATION
TOS TOE OF SLOPE
USACE UNITED STATES ARMY CORPS OF ENGINEERS
USCG
NAVD 88
TOP OF JETTY
(COMPUTED)
0.82'
VDATUM
NAO
2.47'
(1983-2001)
MLLW
DESCRIPTIONS DATUM
NAO 2019 DESIGN DRAWINGS
NAO VDATUM
COMPUTEDTOP OF ROCKS
BASED ON 2019 DESIGN DRAWINGS
NAVD88
MLLW (1983-2001)
SAJ VDATUM POSITION
SAJ VDATUM POSITIONLATITUDE
LONGITUDE
FEATURE
26.772702 N
-80.032142 W
0.82
0.00
-2.47
ADDL ADDITIONAL
ALT ALTERNATE
APPD APPROVED
APPROX APPROXIMATE
AR AS REQUIRED
AVG AVERAGE
BOT BOTTOM
BTWN BETWEEN
CL CENTERLINE
CONC CONCRETE
CTRL CONTROL
CU FT CUBIC FEET
CU YD CUBIC YARD
DEMO DEMOLITION
DET DETAIL
DIAG DIAGONAL
DWG DRAWING
EA EACH
EL ELEVATION
EQUIP EQUIPMENT
EST ESTIMATE
FIG FIGURE
FT FEET/FOOT
GOVT FEDERAL GOVERNMENT
HORIZ HORIZONTAL
HT HEIGHT
LBS POUNDS
LF LINEAR FOOT
MAX MAXIMUM
MIN MINIMUM
NO. NUMBER
NORM NORMAL
N.T.S. NOT TO SCALE
OA OVERALL
OC ON CENTER
PROP PROPERTY
QTY QUANTITY
REF REFERENCE
REQD REQUIRED
REV REVISION
SQ SQUARE
SQ FT SQUARE FEET
TYP TYPICAL
W/ WITH
W/O WITHOUT
SURVEY NOTES
DATUM DIAGRAM - TABLE
FEDERAL CHANNEL
SLOPE OF JETTY
GRAPHIC SCALES
SCALE IN FEET
100 50 100 200 300
MATERIAL SYMBOL KEY
C L
STAGING AREA AND ACCESS
OF JETTY
CAP
CONCRETE
LWI-25
JETTY PI POINT
JETTY PI POINT LABEL
OF EXISTING STONE
APPROXIMATE EXTENT
SAND TRANSFER PLANT PIPELINE
HYDROGRAPHIC SURVEYING, 30 NOV 2013.
SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003,
ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS
SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY 7.
AT THE TIME OF SURVEY.
SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS/ELEVATIONS
INDICATING THE GENERAL CONDITIONS AT THAT TIME. THIS IS
2019 AND 01 MAR 2019 AND CAN ONLY BE CONSIDERED AS
THE RESULTS OF SURVEYS MADE ON THE DATES BETWEEN 18 FEB
THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS 6.
GROSSKRUGER" FOR ENTIRE PROJECT.
INTO COE MONUMENTS "DANIEL W BEASLEY" AND "COL
BASE LOCATED AT COE MONUMENT “WOLFE” WITH CHECKS MADE
POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:
THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC GPS 5.
(2011)).
REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83
MERCATOR PROJECTION FOR THE EAST ZONE OF FLORIDA AND
STATE PLANE COORDINATES ARE BASED ON THE TRANSVERSE 4.
SIGN.
ALL ELEVATIONS ARE ABOVE NAVD88 UNLESS PRECEDED BY A (-) 3.
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
ELEVATIONS DEPICTED BY THIS SURVEY ARE REFERENCED TO THE 2.
REFER TO SURVEY NUMBER: 19-019.1.
CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.
APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC
7. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY
DRAWINGS TO THE EXTENT APPLICABLE.
AND ARE PERTINENT TO THE CONDITIONS ON THIS SET OF
6. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS
BE USED FOR MEASUREMENTS (DATED 2015).
ARE FOR GENERAL INFORMATION ONLY AND ARE NOT TO
5. THE AERIAL PHOTOGRAPHY SHOWN ON THESE DRAWINGS
CONSTRUCTION OF THIS PROJECT.
NECESSARY FOR OR AFFECT THE PERFORMANCE OF
SUCH FEATURES THAT HE/SHE DETERMINES ARE
RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
ON THE DRAWINGS. THE CONTRACTOR SHALL BE
INDICATED. NOT ALL EXISTING STRUCTURES ARE INDICATED
PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE
PLANS ARE FOR INFORMATION ONLY AND WERE NOT
4. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE
ALL ELEVATIONS ARE IN FEET.
ARE ABOVE NAVD88 UNLESS PRECEDED BY A (-) SIGN.
AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ALL ELEVATIONS
ON THESE DRAWINGS ARE REFERENCED TO THE NORTH
3. UNLESS OTHERWISE STATED, VERTICAL ELEVATIONS SHOWN
ALL UNITS ARE U.S. SURVEY FEET.
OF 1983 (NAD83 (2011)).
SYSTEM AND REFERENCED TO THE NORTH AMERICAN DATUM
THE FLORIDA STATE PLANE EAST ZONE COORDINATE
SHOWN ON THESE DRAWINGS ARE REFERENCED TO
2. UNLESS OTHERWISE STATED, HORIZONTAL COORDINATES
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR
DESIGNATIONS OF INDIVIDUALS THAT APPEAR ON THESE
THE INITIALS OR SIGNATURES AND REGISTRATION
DISTRICTS OF THE U.S. ARMY CORPS OF ENGINEERS.
1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE AND NORFOLK
OF JETTY REPAIR - CROSS SECTION
APPROXIMATE LIMITS
OF JETTY VOIDS - PLAN VIEW
APPROXIMATE LIMITS
VOIDS GREATER THAN 2 FEET
A B C D E F G H
S O
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N N
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G-02
G E
N E
R
B
B R
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IA
T
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N S S
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B O
L S
A N
D N
O T
E
.W
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L M B
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A
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A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
N
SCALE IN FEET
1000 500 1000 2000 3000
COL GROSSKRUGER
BEASLEY
DANIEL W
WOLFE
GULF OF MEXICO
ALABAMA
GEORGIA
JACKSONVILLE
FT MYERS
MIAMI
KEY WEST
CANAVERAL
ST AUGUSTINE
FLORIDA
OCEAN
ATLANTIC
FT. LAUDERDALE
WEST PALM BEACH
N
LAKE
OKEECHOBEE
TALLAHASSEE
PENSACOLA
ORLANDO
TAMPA
GAINESVILLE
OF WORK
LOCATION
LOCATION MAP
N.T.S.
SOUTH JETTY
NORTH JETTY
STATE OF FLORIDA
PALM BEACH COUNTY
ATLANTIC
OCEAN
LAKE WORTH INLET
LAKE WORTH
LAKE WORTH
PEANUT
ISLAND
PORT OF
PALM BEACH
TOWN OF
PALM BEACH
IN
T
R A
C O
A S
T A
L W
A T
E R
W A
Y
BLUE HERON BLVD.
B R
O A
D W
A Y
DR. MARTIN LUTHER KING JR. BLVD.
45TH ST.
N
A U
S T
R A
IL
IA
N A
V E
SINGER ISLAND
SURVEY CONTROL
PROJECT
LIMITS
HORIZONTAL AND VERTICAL CONTROL POINT
DESIGNATION PID NORTHING EASTING NAVD88
COL GROSSKRUGER
DANIEL W BEASLEY
WOLFE
BBBV45
BBBV48
BBBZ46
887,242.80
887,269.80
888,070.30
972,040.20
970,478.70
971,557.10
3.54
5.37
5.02
SETTLING BASIN
FEDERAL CHANNEL
A B C D E F G H
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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S
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D B
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D A
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C O
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A N M
A R
C O B
L V
D
J A
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S O
N V
IL
L E F
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G-03
G E
N E
R
R
O J E
C T O
V E
R V
IE
W
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
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ID
A
N O
R T
H J
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T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
VI
V
IV
III
II
I
WOLFE
ENTRANCE CHANNEL
CUT-1
RGE. 200
RGE. 200
RGE. 00
RGE. 400
RGE. 400
RGE. 00
RGE. 1
RGE.
RGE.
RGE.
RGE. 3
RGE. 0
6E
6F
6G 6H
6I
6A
4 12
S6 S1
6B
6D
6C
6J
S T
A . 7
.2
C
U T -1
S T
A . 7
.2
C
U T -2
S T
A
E .C
S T
A . 2
T .B
II
IIII
IV
V
VI
C U
T -2
A . 8
.9
A . 0
.0 T .B
S T
A . 6
.4
E .C
C U
T -1
S T
A . 6
.4
U
T-
VARIES
RGE.
VARIES
RGE.
VARIES
RGE.
VARIES
RGE.
VARIES
RGE.
VARIES
RGE.
SETTLING BASIN
(SEE INSET ABOVE)
N
SCALE IN FEET
750500250 250
N
SCALE IN FEET
22515075 75
VARIES
RGE.
VARIES
RGE.
POINTS
CHANNEL
SETTLING BASINNORTHERN TURNING BASIN
CHANNEL / HARBOR LIMITS
POINTS
P.I.
CHANNEL CENTERLINE
PLANE COORDINATES (NAD83(2011))
(X) EASTING (Y) NORTHING
S11
S10
S9
S8
S7
S6
S5
S4
S3
S2
S1
887,879.57
888,629.46
888,619.81
888,128.66
888,119.88
887,834.84
887,884.84
887,878.70
887,928.69
887,919.92
887,819.93
972,621.14
972,634.30
973,184.22
972,675.52
973,175.45
972,320.31
972,321.19
972,671.14
972,672.01
973,171.94
973,170.18
PLANE COORDINATES (NAD83(2011))
(X) EASTING (Y) NORTHINGPOINTS
CHANNEL
PLANE COORDINATES (NAD83(2011))
(X) EASTING (Y) NORTHINGPOINTS
CHANNEL
PLANE COORDINATES (NAD83(2011))
(X) EASTING (Y) NORTHING
885,752.89
886,687.13
887,143.74
887,670.87
887,607.68
887,563.81
965,716.38
967,763.25
968,763.66
970,265.67
973,866.54
976,366.18
887,363.84
887,407.71
887,463.98
887,397.33
887,004.46
886,385.54
885,147.89
885,171.10
886,570.83
886,550.50
886,823.59
887,283.02
887,868.95
887,807.65
887,763.78
976,362.67
973,863.03
970,656.41
969,939.22
968,819.75
967,900.90
967,225.56
966,015.79
966,042.66
967,102.64
967,700.97
968,707.57
970,377.10
973,870.05
976,369.69
6J
6I
6H
6G
6F
6E
6D
6C
6B
6A
966,017.71
966,018.56
965,964.05
965,804.08
965,813.77
965,890.19
966,283.12
966,518.17
966,750.44
966,741.84
886,571.31
886,615.60
886,641.65
886,644.72
887,149.63
887,223.18
887,215.63
886,851.06
886,706.57
886,557.42
POINTS
CHANNEL
N 891,500
N 889,000
N 886,500
N 884,000
N 891,500
N 889,000
E
,0
E
,5
E
,0
E
,5
E
,0
E
,5
E
,5
N 886,500
E
,0
BEASLEY
DANIEL W
COL GROSSKRUGER
BASIN
TURNING
NORTHERN
BASIN
TURNING
SOUTHERN
NOTE:
1. SEE SPECIFICATION SECTION 01 11 00 "SUMMARY OF WORK" PARAGRAPH "OBSTRUCTION OF CHANNEL".
RGE. -800
S5
S6
S4
S3 S2
S1
S7
S9
S8
S10
S11S T
A E .C
S T
A E .C
S T
A .3
E .C
S T
A .3
E .C
RGE. -300
RGE. -100
RGE. 0
RGE. -800
RGE. -50
BASIN
SETTLING
EXTENDED
SETTLING BASIN
BASIN
SETTLING
EXPANDED
A B C D E F G H
S O
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A T
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D B
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G E
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A N
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L C
O N
T R
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L M B
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C H C
O U
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A
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W E
P
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THE TOWN OF PALM BEACH.)
Florida" DRAWINGS DATED "04/21/09". SUPPLIED BY
Palm Beach Inlet Sand Transfer Plant, Palm Beach, (PER "Proposed Rehabilitation for: Town of Palm Beach, DUCT BANK FOR SAND TRANSFER PLANT.
APPROXIMATE LOCATION OF ELECTRICAL SERVICE
LWI-17
LWI-25
S T A
.8
S T A
.7
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
N 887,500
N 888,000
N 888,500
E
,0
E
,5
E
,0
E
,5
E
,0
N 888,500
N 888,000
N 887,500
N 887,000
E
,0
E
,5
E
,0
E
,5
N
OCEAN
ATLANTIC
BEACH
PALM
TOWN OF
ISLAND
SINGER
LAKE WORTH INLET
LWI-25
LWI-17
POINT
42+65.87
49+00.77
STATION
972,103.06
971,468.47
(X)EASTING
888,048.91
888,072.63
(Y)NORTHING
FLORIDA EAST ZONE PLANE COORDINATES (NAD83(2011))
SOUTH JETTY
NORTH JETTY
SCALE IN FEET
100 50 100 200 300
CONTRACTOR ACCESS
S . O
C E
A N A
V E
LINDA LN
INLET WAY
A T
L A
N T
IC
A
V E
OF EXISTING STONE
APPROXIMATE EXTENT
(CONCRETE PAD)
STAGING AREA
AND NOT DAMAGE.
CONTRACTOR TO FIELD LOCATE
EXISTING STORM WATER OUTFALL.
APPROXIMATE LOCATION OF
ACCESS GATE
(SEE NOTE 1)
STORM WATER GATE
existing at that time.
as indicating the general conditions indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
NORTH JETTY PI POINTS
(SEE NOTE 2)
SAND TRANSFER PLANT
BASIN
SETTLING
FEDERAL CHANNEL
AND D.A. PERMIT 10374
(REFER TO DEP PERMIT 0216012-007-JC
TOP OF PIPE: -52 FEET MLLW OR DEEPER
TWO 12" SAND TRANSFER PLANT PIPELINE CROSSINGS
SHEET GENERAL NOTES
STRUCTURE SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE.
TRANSFER PLANT WITHOUT DAMAGING THE PLANT. ANY DAMAGES TO
PLANT. CONTRACTOR SHALL GET AS CLOSE AS PRACTICABLE TO SAND
2. USE EXTREME CAUTION WHEN WORKING AROUND THE SAND TRANSFER
PROTECTION.
MITIGATION" HEADING IN SPECIFICATION SECTION 01 57 20 ENVIRONMENTAL
1. REFER TO "OIL, FUEL, AND HAZARDOUS SUBSTANCE SPILL PREVENTION AND
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
G-05
G E
N E
R
C E
S S S
T A
G
IN
G
A N
D J
E T
T Y C
O N
T R
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
-40
-4
8 8
-8
-8
-8 -8
-8 -8
-40
-40
-40
-32 -32
-32
-24
-24
-24
-24
-1
-16
-16
-1
-2
-2
-2
-12
-12 -12
-10
-10
-10
-10
-8
-8
-8
-8
-8-8
-8
-6
-6
-6
-6
-6
-4
-4 -4
-4 -4
-4
-2
-2
-20
-20 -18
-18 -16
-16-16
-16
-14
-14
-14
.0
.7
.0
.0
.0
.0
.0
.0
.0
.0
.5
.0
.0
APPROXIMATE EXTENT OF EXISTING STONE
APPROXIMATE EXTENT OF EXISTING STONE
C L
C L
C L
CONCRETE CAP
.8
OF PALM BEACH.)
DRAWINGS DATED "04/21/09". SUPPLIED BY THE TOWN
Palm Beach Inlet Sand Transfer Plant, Palm Beach, Florida"
(PER "Proposed Rehabilitation for: Town of Palm Beach, DUCT BANK FOR SAND TRANSFER PLANT.
APPROXIMATE LOCATION OF ELECTRICAL SERVICE
N
FEDERAL CHANNEL
SETTLING BASIN
ENTRANCE CHANNEL0
SCALE IN FEET
50 25 50 100 150
LAKE WORTH INLET
N 888,250
E
,5
N 888,250
E
,5
E
,7
E
,0
E
,2
E
,2
N 888,000 N 888,000
NORTH JETTY
(SEE NOTE 2 ON SHEET G-05)
SAND TRANSFER PLANT
TWO 12" SAND TRANSFER PLANT PIPELINE
OCEAN
ATLANTIC
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.8
LWI-25
OCEAN
ATLANTIC
LAKE WORTH INLET
SCALE IN FEET
22.5157.5 7.5
N
EXISTING STONE
APPROXIMATE EXTENT OF
C L
C L
E
,5
N 888,000
N 888,050
AREA "A"
AREA "B"
(12 TO 14 TON STONES)
REPLACEMENT AREA
REWORK AND
(10 TO 12 TON STONES)
REWORK AND REPLACEMENT AREA
S T
A
S T
A
S T
A
S T
A
(SEE NOTE 2 ON SHEET G-05)
SAND TRANSFER PLANT
LIMITS OF JETTY VOIDS
APPROXIMATE
LIMITS OF JETTY VOIDS
APPROXIMATE
TWO 12" PIPELINE
ELECTRICAL SERVICE DUCT BANK
EDGE OF CONCRETE CAP
CENTER LINE OF CONCRETE CAP
LWI-17
LWI-25
AREA "A"
AREA "B"
AREA "C"
AREA "D"
existing at that time.
as indicating the general conditions indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-01
N O
R T
H J
E T
T Y E
X
IS
T
IN
G C
O N
D
IT
IO
N S
C
IV
IL
A N A
N D L
IM
IT
S O
F W
O R
K
A R
E A
S
A
A N
D
B
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
-2
-12
-12 -10
-10
-10
-8
-8
-8 -8
-8
-8
-6
-6
-6
-6
-6
-6
-4
-4
-4
-4 -4
-4
-2
-2 -2
-2
-24
-24
-22
-22
-20
-20
-18
-18
-18
-16
-16
-16
-16
-14
-14
-14
8 8
-12
-12
-10
-10 -10
-8
-8
-8
-8 -8
-6
-6
-6-6
-4
-4
-4 -4
-2
-2
-2
-2
-24
-22
-22
-20
-20
-18
-18
-18
-16
-16 -16
-14
-14
.8
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
SCALE IN FEET
22.5157.5 7.5
N
LAKE WORTH INLET
C L
C L
E
,0
N 888,000
N 888,050
AREA "C"
EXISTING STONE
APPROXIMATE EXTENT OF
(6 TO 8 TON STONES)
REWORK AND REPLACEMENT AREA
S T
A
S T
A
(SEE NOTE 2 ON SHEET G-05)
SAND TRANSFER PLANT
EDGE OF CONCRETE CAP
LIMITS OF JETTY VOIDS
APPROXIMATE
ELECTRICAL SERVICE DUCT BANK
TWO 12" PIPELINE
CONCRETE CAP
CENTER LINE OF
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
EXISTING STONE
APPROXIMATE EXTENT OF
LAKE WORTH INLET
SCALE IN FEET
22.5157.5 7.5
N
C L
C L
E
,7
N 888,050
N 888,000
E
,7
AREA "D"
(6 TO 8 TON STONES)
REWORK AND REPLACEMENT AREA
S T
A
S T
A
ELECTRICAL SERVICE DUCT BANK
CONCRETE CAP
CENTER LINE OF
EDGE OF CONCRETE CAP
LIMITS OF JETTY VOIDS
APPROXIMATE
TWO 12" PIPELINE
existing at that time.
as indicating the general conditions indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
LWI-25
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-02
N O
R T
H J
E T
T Y E
X
IS
T
IN
G C
O N
D
IT
IO
N S
C
A N A
N D L
IM
IT
S O
F W
O R
K
A R
E A
S
C
A N
D
D
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
.VOIDS IN ARMOR STONE BELOW DESIGN TEMPLATE.VOIDS IN ARMOR STONE BELOW DESIGN TEMPLATE
.ARMOR STONE DESIGN TEMPLATE.ARMOR STONE DESIGN TEMPLATE
REFERENCE PURPOSES ONLY).
LOCATION OF CONCRETE CAP SHOWN IN CROSS SECTIONS IS FOR
APPROXIMATE LOCATION OF CONCRETE CAP. (APPROXIMATE
BELOW NAVD88.
EXTENT OF THE ARMOR STONE DESIGN TEMPLATE, AT -21 FEET
MATERIAL ABOVE REQUIRED GRADE (INCHES) BELOW REQUIRED GRADE (INCHES)
ARMOR STONE 36 12
TOLERANCES
NEW
EXISTING
CAP
CONCRETE
DESIGN TEMPLATE
ARMOR STONE
(TYP.)
VOID IN ARMOR STONE
(TYP.)
TO BE REWORKED
EXISTING STONE
(TYP.)
TO REMAIN
EXISTING STONE
(TYP.)
REWORKED
EXISTING STONE
(TYP.)
NEW STONE
A
B
C
D
E
CONCRETE CAP.
CONTRACTOR SHALL NOT REWORK ANY STONE SUPPORTING
REWORK
#1
#3
#4 #5
#6
#7
#8
#1
#3 #4
#5
#1
#7
#8
TYPICAL JETTY CROSS SECTION NOTES
TYPICAL JETTY CROSS SECTION
(NOT TO SCALE)
(NOT TO SCALE)
(NOT TO SCALE)
STONE LEGEND
#2
#6
#2
1V:2H
1V:2H
1V:2H
N/A
SOUTH SIDE SLOPE
N/A
N/A
N/A
1V:2H
NORTH SIDE SLOPE
5 FEET
5 FEET
5 FEET
5 FEET
SOUTH CREST WIDTH
5 FEET
5 FEET
5 FEET
5 FEET
NORTH CREST WIDTH
6-8 TON
6-8 TON
10-12 TON
12-14 TON
ARMOR STONE SIZE
REWORK DETAIL-VOIDS
REWORK DETAIL-REPAIRED
N
N
N
N
N
TOLERANCE
36" PERPENDICULAR
JETTY DESIGN PARAMETERS FOR THE REWORK AND REPLACEMENT AREAS
STATION
STA. 41+00 TO STA. 41+50
STA. 40+70 TO STA. 41+50
STA. 43+30 TO STA. 44+20
STA. 44+70 TO STA. 48+50
AREA
"D"
"C"
"B"
"A"
C L
E L E
V A
T
IO
IN
F
E T
E L E
V A
T
IO
E T
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
-30
-20
-10
-14
-21
-30
-20
-10
NORTHSOUTH
24'
6'
5'5'
+4.82' NAVD88
+0.82' NAVD88
-2.18' NAVD88
D
C
E
B
A
30" FOR AREAS C & D
36" FOR AREAS A & B
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-03
C
Y
P
IC
A L S
E C
T
IO
N A
N D S
E Q
U E
N C
E O
F W
O
K
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
-21 -21
SCALE IN FEET
HORIZONTAL SCALE
12 6 12 24 360
SCALE IN FEET
VERTICAL SCALE
12 6 12 24 36
OFFSET
40+50.00
-50
-30
-20
-10-10
-50
-40
-30
-20
-60
40-80
-40
30 30
70-50 -30-40 9060 80-100 -20-70 20 50 100
40+57.52
-90 -10
OFFSET
-10
-30
-50 -50
-30
-20
-40
-10
-20
-40
100-10 90200 60-70 8010
-40
-30
50-20-100 -80-90 -50-60
C L
C L
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
CONC. CAP DESIGN
ARMOR STONE DESIGN TEMPLATE
EXISTING GRADE
TOLERANCE
36" PERPENDICULAR
indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-04
C
O S
S S
E C
T
IO
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
SCALE IN FEET
VERTICAL SCALE
12 6 12 24 36 0
SCALE IN FEET
HORIZONTAL SCALE
12 6 12 24 36
OFFSET
40+60.00
-50
-40
-10
-20
-30
-30
-10
-50
-40
-80
0-100
-90 50
-20
40-30-70 10030-10-40-60 8060 90-50
OFFSET
0 70
40+70.00
-20
-50
-10
-30
-50
-20
-40
-30
-40
10 30
-10
-20
-20 -10
50 7040
60 80-40 0-60 90-100 -30 1000-50-80 -70-90
C L
C L
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
EXISTING GRADETOLERANCE
indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-05
C
O S
S S
E C
T
IO
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
SCALE IN FEET
VERTICAL SCALE
12 6 12 24 36 0
SCALE IN FEET
HORIZONTAL SCALE
12 6 12 24 36
40+80.00
OFFSET
-10
-20
-50
-40-40
-50
30 30
-20
-10
-30
-30
90 100
-60 0-30 50-20-90 -50-70 60
OFFSET
-10
40+90.00
-20
-30
-10
-40
-10
-50
-20
-50
-40
-30
10 20
40 500 70-10 100600 9080-90 -60-70 -40-100 -50 -30 -20-80
0 70-40-80-100
C L
C L
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
EXISTING GRADE
(TYP.)
VOID IN ARMOR STONE
indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-06
C
O S
S S
E C
T
IO
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
SCALE IN FEET
VERTICAL SCALE
12 6 12 24 36 0
SCALE IN FEET
HORIZONTAL SCALE
12 6 12 24 36
OFFSET
41+00.00
-40
-20
-50
-20
-30
-50
-40
-10-10
-30
0 40
20 70 1000 9060-30-100 -10-70-90 -80 -20-50-60 -40
OFFSET
41+10.00
-30
-40
-50
0 0
-20
-10
-30
-20
-40
-50
-10
60 70
0 20
5010 40 80 100-10 90-40 0 30-20-100 -60-70 -30-50-90 -80
C L
C L
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
EXISTING GRADE
(TYP.)
VOID IN ARMOR STONE
ARMOR STONE DESIGN TEMPLATE
indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-07
C
O S
S S
E C
T
IO
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
SCALE IN FEET
VERTICAL SCALE
12 6 12 24 36 0
SCALE IN FEET
HORIZONTAL SCALE
12 6 12 24 36
OFFSET
41+30.00
-50
-30
-20
-40
-10
-50
-40
-30
-20
-10
30 10020 60 80 9070-50 -10-30 -20 0-40-60-80-100 -70-90
OFFSET
41+20.00
-50
-40
-10
-30
-20
-50
-40
-20
-30
-10
0 10 20 4030 50 60 80 90 10070-10-40 0-30-50 -20-60-70-90-100 -80
C L
C L
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
EXISTING GRADE(TYP.)
VOID IN ARMOR STONE
indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-08
C
O S
S S
E C
T
IO
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
SCALE IN FEET
VERTICAL SCALE
12 6 12 24 36 0
SCALE IN FEET
HORIZONTAL SCALE
12 6 12 24 36
OFFSET
41+40.00
-10
-40
-30
-50
-20
-40
-20
-50
-10
-30
0 6020 30 4010 70 10050 900-50 80-20-30-70 -10-60 -40-90-100 -80
41+48.60
OFFSET
-20
-50
-40
-30
-10
-40
-30
-50
-20
-10
20 30
40 5010 600 70 80 100-10 0-20 90-50-70 -40-60 -30-100 -80-90
C L
C L
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
EXISTING GRADE
(TYP.)
VOID IN ARMOR STONE
indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-09
C
O S
S S
E C
T
IO
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
SCALE IN FEET
VERTICAL SCALE
12 6 12 24 36 0
SCALE IN FEET
HORIZONTAL SCALE
12 6 12 24 36
OFFSET
41+50.00
-40
-30
-20
-50
-10
-50
-40
-30
-20
-10
30100 20 60 8070 9040 50-30 0-40 100-20-50 -10-70-80-90-100 -60
C L
E L E
V A
T
IO
E T
E L E
V A
T
IO
DESIGN TEMPLATE
ARMOR STONE
CONC. CAP DESIGN
indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-10
C
O S
S S
E C
T
IO
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
-21 -21 -21 -21
-21 -21 -21 -21
43+00.00
OFFSET
-30
-20
-40
-30
-50
-40
0 0
-50
-10
-40
-10
-60 -10
-20
10-30-90 -80 0-20-100
OFFSET
-70 30200
43+10.00
-50
-20
-10
-50
-30
0 20
-40
0-10
-30
-50
-40
-20
-10
-70
-20
-100
-60 -40-50-80 -30-90
43+20.00
OFFSET
-20
-10
-20
-50
-30
-40
-50
-40
-10
-20 0
-30
-100 0 20-10-80 -60 -50
-30-70-90 -40
43+30.00
OFFSET
-50
-40 -40
-10
-30
-20
-10
-20
-30
-50
-80 10 20-60
-20-70 -10
00-30 30-50-90 -40-100
SCALE IN FEET
VERTICAL SCALE
12 6 12 24 36 0
SCALE IN FEET
HORIZONTAL SCALE
12 6 12 24 36
C L
C L
C L
C L
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T I O
E T
E L E
V A
T
IO
E T
E L E
V A
T I O
E T
E L E
V A
T
IO
DESIGN TEMPLATE
ARMOR STONE
30" PERPENDICULAR
indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-11
C
O S
S S
E C
T
IO
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
-21 -21
-21 -21
OFFSET
43+50.00
-20
-30
-10
-40
-50
-40
-50
-20
-30
-10
-90 00
20-40 10-80 -20-50-70 -30-60 -10
OFFSET
43+40.00
-100
-50
-20
-40
-10
-30
-50
-40
-30
-10
-10
-20
-50 -30
-20-40 10 30-100 -90 0 20-70-80 -60
OFFSET
43+60.00
-40
-50
-30
-10
-30
-20
-40
-50
-20
-10
-50 -10 0-60 -20 10 20-80 -40 -30-70-100 -90
OFFSET
43+70.00
-50
-40
-20
-10
-30
-50
-40
-30
-20
-10
2010 300-10 0-30 -20-40-50-70 -60-100 -90 -80
SCALE IN FEET
VERTICAL SCALE
12 6 12 24 36 0
SCALE IN FEET
HORIZONTAL SCALE
12 6 12 24 36
C L
C L
C L
C L
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
DESIGN TEMPLATE
ARMOR STONE
(TYP.)
VOID IN ARMOR STONE
indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-12
C
O S
S S
E C
T
IO
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
SCALE IN FEET
VERTICAL SCALE
12 6 12 24 36
-21 -21
-21 -21
-21 -21
44+00.00
OFFSET
-10
-40
-20
-50
-10
-30
-10
-50
-30
-20
-40
-80 -30-60 0 10 20-20-40-50
-90-100 -70
OFFSET
43+80.00
-50
-40
-10
-30
-20
-30
-50
-40
-20
20 20
-10
-30 20
30-10 0-20-40-90 -70 -50-60-80-100
43+90.00
OFFSET
-50
-40
-20
-30
-10
-20
-30
-50
-10
-40
-10 0-30 0 20-20-40-50-100 -60-80 -70-90
SCALE IN FEET
HORIZONTAL SCALE
12 6 12 24 36
C L
C L
C L
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
DESIGN TEMPLATE
ARMOR STONE
(TYP.)
VOID IN ARMOR STONE
indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-13
C
O S
S S
E C
T
IO
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
-10
-50
-30
-20
0-10-30-50-100
-21 -21
-21-21
-21 -21
-21-21
OFFSET
45+10.00
-50
-40
-30
-10
-20
-50
-40
-30
-20
-10
20-20
-30 0 30-80 -50 -10-90 -40-60-70-100
OFFSET
45+30.00
-50
-20
-30
-40
-10
-50
-30
-20
-10
-40
00 2010-40 30-30 -10-20-50-60-70-100 -80-90
45+20.00
OFFSET
-50
-20
-40
-30
-10
-50
-30
-20
-40
-10
100 30-30 0-10-70 -20-50 -40-80 -60-90-100
45+00.00
OFFSET
-50
-30
-20
-40 -40
-10
10 20 30-70 0-40 -20-60-80-90
SCALE IN FEET
HORIZONTAL SCALE
12 6 12 24 36
C L
C L
C L
C L
SCALE IN FEET
VERTICAL SCALE
12 6 12 24 36
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
ARMOR STONE
EXISTING GRADE
(TYP.)
VOID IN ARMOR STONE
indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-14
C
O S
S S
E C
T
IO
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
-50
-20
-30
-20
0 20 30-10-20-30-40-50-70-80
-21 -21
-21-21
-21 -21
-21-21
OFFSET
45+60.00
-50
-20
-40
-10
-30
-40
-50
-10
-30
-20
30100-10-60 20-50 0-30 -20-40-100 -70-90 -80
45+70.00
OFFSET
-50
-20
-40
-30
-10
-40
-10
-50
-30
-20
0 10
200 30-10-30-50 -20-60 -40-70-100 -90 -80
45+40.00
OFFSET
-50
-40
-30
-20
-10
-40
-50
-30
-20
-10
0 10 20 300-10-20-30-40-50-70 -60-80-90-100
45+50.00
OFFSET
-30
-40
-10
-40
-10
-50
10-90 -60-100
SCALE IN FEET
VERTICAL SCALE
12 6 12 24 36 0
SCALE IN FEET
HORIZONTAL SCALE
12 6 12 24 36
C L
C L
C L
C L
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
ARMOR STONE
EXISTING GRADE
(TYP.)
VOID IN ARMOR STONE
indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-15
C
O S
S S
E C
T
IO
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
OFFSET
-30
-40
-10
0 10-40-60-80-90
-21-21
-21 -21
-21 -21
-21 -21
-50
-40
-50
-10
0-30-40-50-60-80-90
46+30.00
-30
-10
-40
-20
0-10-30-50-60-90-100
OFFSET
46+40.00
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 10 200 30-10-20-40 -30-60 -50-70-80-90-100
OFFSET
-40
-50
-20
-30
-50
-10
10 20 300-80 -20-40-70
46+20.00
-50
-20
-40
-10
-50
-20
-30
0 20 30-30 -20 -10-50-70-100
OFFSET
46+50.00
-20
-40
-10
-20
-30-30
-20 30-10-70-100 0
SCALE IN FEET
VERTICAL SCALE
12 6 12 24 36 0
SCALE IN FEET
HORIZONTAL SCALE
12 6 12 24 36
C L
C L
C L
C L
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
ARMOR STONE
EXISTING GRADE
(TYP.)
VOID IN ARMOR STONE
indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-16
C
O S
S S
E C
T
IO
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
-21 -21
-21 -21
OFFSET
-50
-40
-30
-20
-40
-30
-50
20-20 -10-50-90 -30-40-100
OFFSET
-40
-30
-30
-10
0-20-100
OFFSET
46+80.00
-30
-50
-30
30-70 -40-100
OFFSET
46+60.00
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
10 20 300-20 -10-30-50-60 -40-70-80-90-100
-40
-50
-10
-20
-40
-20
-10
0-20 20-10-30-50-60-90 -80
46+90.00
-20
-50
-40
-10
-50
-20
100-10 30-40-60 -30-50-70-90 -80
46+70.00
-10
-20
-10
00 30-80 -60-70
SCALE IN FEET
VERTICAL SCALE
12 6 12 24 36 0
SCALE IN FEET
HORIZONTAL SCALE
12 6 12 24 36
C L
C L
C L
C L
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
ARMOR STONE
EXISTING GRADE
(TYP.)
VOID IN ARMOR STONE
TOLERANCE
30" PERPENDICULAR
existing at that time.
as indicating the general conditions indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-17
C
O S
S S
E C
T
IO
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
47+30.00
-21-21
-21 -21
-21 -21
-21 -21
-50
-40
-20
-10
-40
-20
20 300-20-40-60
OFFSET
-50
-40
-20
-50
-40
-20
-10
10 20-40 -10-60-90
OFFSET
47+20.00
-50
-20
-30
-10
-40
-40
-50
-30
-20
-10
0 100-10 3020-30 -20-50-70 -40-60-80-90-100
OFFSET
47+10.00
-50
-40
-30
-10
-20
-40
-50
-20
-30
-10
0 10 20 300-10-20-30-40-50-60-70-80-90-100
47+00.00
-30
-10
-30
0-20-30-50-70-100 -80
OFFSET
-30
-50
-10
-30
100-30 -10-50-70-80-100 -90
SCALE IN FEET
VERTICAL SCALE
12 6 12 24 36 0
SCALE IN FEET
HORIZONTAL SCALE
12 6 12 24 36
C L
C L
C L
C L
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
ARMOR STONE
EXISTING GRADE
(TYP.)
VOID IN ARMOR STONE
indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-18
C
O S
S S
E C
T
IO
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
-21
-21
-21
-21
-21 -21
-21 -21
47+50.00
-40
-30
-20
-50
100-10-20-40-70-90
47+70.00
-50
0 30-30-40-50-90
OFFSET
47+40.00
-10
-40
-50 -50
-20
-30
-10
-30
-20
-40
-40 0
-10 10 200-70 30-20-30-60-80 -50-90-100
OFFSET
47+60.00
-20
-40
-50
-30
-10
-40
-50
-30
-20
-10
00-20 20-50 -10-40 -30-70-80-100 -60-90
OFFSET
-40
-50
-30
-10
-20
-30
-40
-10
-20
20-10 100-20-70-100 -60-80
OFFSET
-10
-50
-10
-40
-20
-30
0 3020-50 -30-60-80-100
SCALE IN FEET
VERTICAL SCALE
12 6 12 24 36 0
SCALE IN FEET
HORIZONTAL SCALE
12 6 12 24 36
C L
C L
C L
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
ARMOR STONE
EXISTING GRADE
(TYP.)
VOID IN ARMOR STONE
indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-19
C
O S
S S
E C
T
IO
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
SCALE IN FEET
VERTICAL SCALE
12 6 12 24 36
-21 -21
-21 -21
-21 -21
-30
-50
-30
2010 300-30-50-70
-50
-10
-30
20 30-10-20-30-40-60-80-100
OFFSET
48+00.00
-50
-40
-30
-10
-20
-50
-40
-30
-20
-10
0 10 20 300-20 -10-30-40-50-60-80 -70-90-100
OFFSET
47+90.00
-40
-30
-20
-50
-40
-20
-10
100-70 -50-90
47+80.00
OFFSET
-10
-40
-20
-40
-50
-10
-20
-90 -60-80 -20 -10-40-100
SCALE IN FEET
HORIZONTAL SCALE
12 6 12 24 36
C L
C L
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
ARMOR STONE
EXISTING GRADE
(TYP.)
VOID IN ARMOR STONE
indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-20
C
O S
S S
E C
T
IO
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
-21 -21
-21-21
46+10.00
OFFSET
-50
-30
-40
-10
-20
-50
-40
-30
-10
-20
201000 30-20-30 -10-60-70-100 -40-50-90 -80
OFFSET
45+80.00
-50
-30
-20
-40
-10
-50
-40
-30
-20
-10
0 300-10-50 -20-30-40-60-90 -80 -70-100
OFFSET
45+90.00
-50
-20
-40
-30
-10
-40
-20
-30
-10
-50
0 10 300-10
-20 20-40-90 -30-60-70 -50-80-100
46+00.00
OFFSET
-50
-40
-30
-20
-10
-50
-40
-20
-30
-10
10 20 300-10-20-30-40-50-60-70-80-100 -90
SCALE IN FEET
HORIZONTAL SCALE
12 6 12 24 36
C L
C L
C L
C L
SCALE IN FEET
VERTICAL SCALE
12 6 12 24 36
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
E T
E L E
V A
T
IO
ARMOR STONE
EXISTING GRADE
(TYP.)
VOID IN ARMOR STONE
indicated and can only be considered results of surveys made on the date(s)
The information depicted represents the
A B C D E F G H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E
A N
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
C-21
C
O S
S S
E C
T
IO
.W
J .K
L M B
E A
C H C
O U
N T
Y F
L O
R
ID
A
N O
R T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
L A
K E W
O R
T H I
N L E
T
W E
P
R
| Palm_1 |
| Palm_1 |
| Palm_1 |
| Palm_Channel Control |
| Palm_1 |
| Palm_1 |
| Palm_1 |
| Palm_1 |
| Palm_1 |
| Palm_1 |
| Palm_1 |
| Palm_1 |
| Palm_1 |
| Palm_1 |
| Palm_1 |
| Palm_1 |
| Palm_1 |
| Palm_1 |
| Palm_1 |
| Palm_1 |
| Palm_1 |
| Palm_1 |
| Palm_1 |
| Palm_1 |
| Palm_1 |
| Palm_1 |
File details come from the government source that posted it. Updated .