BEACH RENOURISHMENT 2018 FORT PIERCE Government... · 9/21/2017 · (profile view) toe of...
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TO ACCOMPANY REQUEST FOR PROPOSAL
$AFETY PAY$
Risk
Lower
Quality
Increased
In Many Ways!
Jacksonville District
of Engineers
US Army Corps
®
Increa
sed
Prod
uctivity
113090-FPBR14-GI000_D.dgn
PLANS FOR
BEACH RENOURISHMENT 2018
SHORE PROTECTION PROJECT
ST LUCIE COUNTY, FLORIDA
FORT PIERCE
GROUP4-10-R-J041
DEPARTMENT OF THE ARMY
JACKSONVILLE DISTRICT, CORPS OF ENGINEERS
JACKSONVILLE, FLORIDA
2018
PRINTED ON:9/21/2017
"INCREASE PROFIT -- SUBMIT VECP'S"E
V
P14
P24
SOUTH JETTY
INDEX TO DRAWINGS
A T L A N T I C O C E A N
GENERAL NOTES:.
GE
NE
RA
L
CORE BORING (VIBRACORE)
LOCATION WITH NOTATION
EXISTING CONTOUR LINE
WITH NOTATION
BEACH FILL AREA
(PLAN VIEW)
(PROFILE VIEW)
TOE OF CONSTRUCTION SLOPES.
OC
EA
N D
R. (1
A)
N. B
EACH CAUSEW
AY
EXISTING EARTH
RANGE LINE MONUMENT
FILL IN PROFILE VIEW
WITH POINT NOTATION
EROSION CONTROL LINE (ECL)
CHANNEL LIMITS AND CENTERLINE
LEGEND
C-01
C-02
C-03
C-04
CAPRON SHOAL BORROW AREA
LAKEOKEECHOBEE
ORLANDO
FT MYERS
MIAMI
TAMPA
KEY WEST
CANAVERAL
PALM BEACH
NOT TO SCALE
MEXICO
OF
GULF
OCEAN
ATLANTIC
FT. PIERCE
ABBREVIATIONS
TITLE
GENERAL
CIVIL
DWG NO
FORT PIERCE
CITY OF
SEAWAY D
RIVE
C-09
C-10
BORROW AREACAPRON SHOAL
NO
RT
H B
EA
CH
TO S
OUTH JE
TTY
4.1 NA
UTIC
AL MIL
ES
Y=1,145,000
Y=1,140,000
Y=1,135,000
Y=1,130,000
Y=1,125,000
Y=1,150,000
X=875,0
00
X=880,0
00
X=885,0
00
X=890,0
00
X=895,0
00
X=900,0
00
7
CB-DUC04-20
FILL SLOPE SYMBOL
39+000
HARDBOTTOM
42
W
USCG
USACE
TYP
TOL
SVY
STA
ST
S
RGE
PI
NO
NAVD
N
MLLW
MLW
HWM
FDEP
EOB
EL
ECL
E
CBL
ADA
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
WEST
U S COAST GUARD
U S ARMY CORPS OF ENGINEERS
TYPICAL
TOLERANCE
SURVEY
STATIONING
STREET
SOUTH
RANGE
POINT OF INTERSECTION
NUMBER
NORTH AMERICAN VERTICAL DATUM
NORTH
MEAN LOWER LOW WATER
MEAN LOW WATER
MEAN HIGH WATER
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
EDGE OF BERM
ELEVATION
EROSION CONTROL LINE
EAST
CONSTRUCTION BASELINE
AMERICAN DISABILITY ACT OF 1990
1003
872 2212 D
R-40APROJECT OVERVIEW
C-11
C-08
C-07
REST.
DUNE
C-05
C-06
BEACH AND DUNE FILL AREA
G-02
113090-F
PB
R17-G
Ioo2.D
GN
GRAPHIC SCALE
N
4,000'2,000'02,000'
G-01 COVER
G-02
G-03
G-04
LOCATION MAP
PROJECT LAYOUT
PROJECT CONTROL DATA
BEACH FILL PLAN - STA 33+865 TO 35+200
BEACH FILL PLAN - STA 35+200 TO 37+200
BEACH FILL PLAN - STA 37+200 TO 39+400
BEACH FILL PLAN - STA 39+400 TO 41+173
BEACH FILL TYPICAL PROFILE
BEACH FILL PROFILES
BEACH FILL PROFILES
BEACH FILL PROFILES
LOCATION
PROJECT
N
PROJECT VICINITY
I N D I A
N R
I V E R
F T. P I
E R C E
I N L E T
DUNE RESTORATION - STA 33+990 TO 35+100
DUNE RESTORATION - STA 35+100 TO 36+025
R-36
R-41
R-34
PR
OJE
CT O
VE
RVIE
W
DUNE IN PROFILE VIEW
FT LAUDERDALEw/ STATIONING
CONSTRUCTION BASELINE
PRIVATE STAGING AREA
EXCAVATION DEPTH
MAX BORROW AREA
CONTROL MONUMENT FALLS OFF PAGE
HORIZONTAL AND VERTICAL
R-38
R-39A
BASE
OPTION A
OPTION B
CONSTRUCTION BASELINE.
6. BERM AND DUNE WIDTHS MEASURED PERPENDICULAR TO THE
COUNTY AERIALS.
5. THE AERIAL IMAGERY USED IN THE THE PLANS IS FROM 2016 ST. LUCIE
STAGING AREA AND BEACH ACCESS IS ALSO SHOWN ON DWG. C-01.
INSIDE FT. PIERCE INLET AS SHOWN ON DWG. C-01. THE CONTRACTOR
4. THE PUMPOUT LOCATION TO OFFLOAD DREDGE MATERIAL IS LOCATED
C-01 TO C-06 WAS IDENTIFIED BY OTHERS IN 2014 FOR ST. LUCIE COUNTY.
3. THE BENTHIC HABITAT AND HARDBOTTOM MAPPING SHOWN ON DWGs.
SYMBOL (+).
SHOWN ABOVE REFERENCE DATUM WILL BE ASSIGNED THE PLUS
AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ALL ELEVATIONS
2. DESIGN ELEVATIONS ARE IN US FEET AND REFERENCE NORTH
PERFORMANCE OF THIS PROJECT.
THAT HE/SHE DETERMINES ARE NECESSARY FOR OR AFFECT THE
RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES
ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE
SURVEY UNLESS OTHERWISE INDICATED. NOT ALL EXISTING STRUCTURES
FOR INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY
1. THE PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE
WORK/STAGING AREA AND ACCESS
SH
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®of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
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SHORELINE
APPROXIMATE
CHANNEL LIMITS
C-02
C-03
C-04
GE
NE
RA
L
BEACH SURVEY NOTES:
C-01
FT. PIERCE INLET
A T L A N T I C O C E A N
I N D I A N R I V E R
Y=1,140,000
Y=1,135,000
Y=1,141,000
Y=1,136,000
Y=1,142,000
Y=1,137,000
Y=1,138,000
Y=1,139,000
Y=1,134,000
Y=1,133,000
X=885,0
00
X=890,0
00
X=886,0
00
X=891,0
00
X=887,0
00
X=888,0
00
X=889,0
00
X=891,0
00
X=890,0
00
X=888,0
00
X=889,0
00
X=887,0
00
X=885,0
00
X=886,0
00
Y=1,141,000
Y=1,142,000
Y=1,140,000
Y=1,139,000
Y=1,138,000
Y=1,137,000
Y=1,135,000
Y=1,136,000
Y=1,134,000
Y=1,133,000
113090-F
PB
R17-G
Ioo3.d
gn
GRAPHIC SCALE
N
PROJECT LAYOUT
1,000'500'0500'
G-03
FORT PIERCE CHANNEL SURVEY NOTES
SURVEYING, 30 NOV 13.
SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC
QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS
11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND
THE TIME OF THE SURVEY.
THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT
BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.
OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY
10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS
9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.
SB-480 1-02 NOV 2016 1, 2, TURNING BASIN
VESSEL DATE OF SURVEY CUT
SOUNDINGS SHOWN ARE IN HIGH FREQUENCY.
COMBINED MULTI-BEAM AND SIDESCAN MULTI-BEAM SOUNDER. ALL
VERTICAL MEASUREMENTS WERE MADE USING AN EDGETECH 6205
NOAA TIDAL STATION 872-2213 FOR ALL CUTS.
BELOW:
BENCHMARKS ASSOCIATED WITH THE TIDE GAGE SITES SPECIFIED
USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE
ATMOSPHERIC ADMINISTRATION (NOAA). NOAA'S VDATUM MODEL WAS
EPOCH 1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND
8. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL
TIDE STAFF LOCATED AT "872 2213 K" (PID: DI3923)
REFERENCE BASE LOCATED AT "872 2213 K" (PID: DI3923)
POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATIONS:
7. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS
6. ALL STATIONING REFERS TO THE CENTERLINE OF THE CHANNEL.
NORTH AMERICAN DATUM OF 1983 (NAD83).
PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO
5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR
A (+) SIGN.
4. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY
"INDIANRIVER-STLUCIE-MARTIN_20140527.KTD".
TIDE DATUM (KTD) MODEL. KTD FILE NAME IS:
(RTK) GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC
3. TIDAL REDUCTIONS WERE OBTAINED UTILIZING A REAL-TIME KINEMATIC
MEAN LOWER LOW WATER (MLLW) OF THE 1983-2001 TIDAL EPOCH.
2. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO NOAA'S REPORTED
1. REFER TO SURVEY NO. 17-013.
CONSENT.
13. ADDITIONS OR DELETIONS TO THIS SURVEY MAP ARE PROHIBITED WITHOUT WRITTEN
SURVEYOR AND MAPPER.
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
12. SURVEY PERFORMED FOR TAYLOR ENGINEERING, INC. BY MORGAN AND EKLUND, INC.
11. UNDERGROUND UTILITIES AND IMPROVEMENTS WERE NOT LOCATED.
REPRESENTS THE EXISTING CONDITIONS ON THE DATE OF THE FIELD SURVEY.
10. TOPOGRAPHIC AND BATHYMETRIC INFORMATION DEPICTED ON THIS SURVEY
NAVD 88.
THE N.G.S. DEEP ROD MONUMENT "2212 C 2013", HAVING AN ELEVATION OF 5.48 FEET
9. WATER SURFACE ELEVATIONS WERE VERIFIED USING A TIDE GAUGE ELEVATED FROM
WITH A RESOLUTION 0.1'AND OPERATING AT A FREQUENCY OF 200 kHz.
8. SOUNDINGS WERE OBTAINED USING AN ODOM CVM DIGITAL SURVEY ECHO SOUNDER
POSITIONED FROM CONTROL MONUMENTATION AS SHOWN IN THE CONTROL TABULATION.
RECEIVER WITH REAL TIME CORRECTIONS APPLIED FROM A LOCAL BASE STATION
7. HORIZONTAL AND VERTICAL POSITIONING UTILIZED A TRIMBLE SPS 852 RTK GPS
6. ONSHORE DATA WERE COLLECTED JUNE 5, 6, AND 7, 2017.
5. OFFSHORE DATA WERE COLLECTED JUNE 5, 2017.
TABULATION.
4. ELEVATIONS ARE BASED ON CONTROL MONUMENTATION AS SHOWN IN THE CONTROL
VERTICAL DATUM OF 1988 (NAVD 88).
3. ELEVATIONS SHOWN ARE IN FEET AND ARE REFERENCED TO THE NORTH AMERICAN
CONTROL TABULATION.
2. GRID COORDINATES ARE BASED ON CONTROL MONUMENTATION AS SHOWN IN THE
NGS ADJUSTMENT OF 1990 (NAD 83/90).
STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983,
1. GRID COORDINATES SHOWN ARE IN FEET, AND ARE REFERENCED TO THE FLORIDA
5304-29 SURVEY
C-05
C-06
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®of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
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CU
T-1 1
25+21.6
3
CU
T-2 0
+00.0
0
R-34
R-35
R-37
R-38
R-39
T-40
T-41
R-42
R-34A
R-35A
R-37A
R-38A
R-39A
T-40A
T-36
T-36A
T-42A
T-41A
872 2213 K (TIDAL)
FT. PIERCE INLET
X=885,0
00
X=890,0
00
Y=1,140,000
Y=1,135,000
F T. P I E R C E
I N D I A N R I V E R
113090-F
PB
R17-G
Ioo4.d
gn
Y=1,141,000
Y=1,136,000
Y=1,142,000
Y=1,137,000
Y=1,138,000
Y=1,139,000
Y=1,134,000
Y=1,133,000
X=886,0
00
X=891,0
00
X=887,0
00
X=892,0
00
X=888,0
00
X=889,0
00
A T L A N T I C O C E A N
G-04
GRAPHIC SCALE
N
1,000'500'0500'
GE
NE
RA
L
ISL
AN
D
HU
TC
HIN
SO
N
PROJECT CONTROL MAP PR
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®of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
AS S
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R-34
R-35
R-37
R-38
R-39
T-40
T-41
R-42
R-34A
R-35A
R-37A
R-38A
R-39A
T-40A
T-36
T-36A
T-42A
T-41A
* AZIMUTHS ARE MEASURED FROM THE NORTH
T-46
T-45
R-44
R-43
R-42A
R-42
R-41A
T-41
T-40A
T-40
R-39A
R-39
R-38A
R-38
R-37A
R-37
T-36A
T-36
R-35A
R-35
R-34A
R-34
889,755.17
889,482.35
889,148.67
888,690.66
888,566.13
888,441.59
888,167.17
887,892.74
887,832.93
887,562.33
887,502.50
887,306.80
887,188.27
886,942.73
886,849.66
886,666.86
886,525.65
886,353.01
886,204.66
886,036.15
886,107.08
886,070.22
1,129,410.87
1,130,398.35
1,131,375.69
1,132,259.99
1,132,746.64
1,133,233.30
1,133,658.32
1,134,083.34
1,134,536.39
1,135,008.58
1,135,468.86
1,135,930.49
1,136,390.48
1,136,848.66
1,137,326.52
1,137,804.86
1,138,269.92
1,138,735.28
1,139,208.58
1,139,682.86
1,140,246.65
1,140,710.20
70°
70°
70°
70°
70°
70°
70°
70°
70°
70°
70°
70°
70°
70°
70°
70°
70°
70°
70°
70°
70°
70°
(DEGREES)
AZIMUTH *
(Y) NORTHING(X) EASTINGPT
PLANE COORDINATES (NAD83(90))
RANGE MONUMENT CONTROL
P02
P03
P04
P06
P07
P09
P10
P11
P13
P14
P15
P-16
P-17
P-18
P-19
P20
P21
P22
P23
P24
P25
P26
P27
P28
P30
P31
P32
P33
P34
EROSION C
ONTROL LINE
1,133,674.56
1,134,109.45
1,134,223.17
1,134,463.29
1,134,699.55
1,134,927.56
1,135,153.33
1,135,342.33
1,135,558.05
1,135,792.84
1,136,022.40
1,136,243.31
1,136,477.59
1,136,726.98
1,136,948.47
1,137,169.70
1,137,406.09
1,137,673.85
1,137,900.07
1,138,130.76
1,138,355.02
1,138,580.02
1,138,810.26
1,139,078.80
1,139,292.66
1,139,419.57
1,139,549.05
1,139,765.63
1,139,860.46
1,140,026.09
1,140,229.71
1,140,267.31
1,140,379.40
1,140,554.63
1,140,749.07
1,140,875.49
888,394.78
888,240.44
888,195.59
888,107.59
888,030.34
887,953.21
887,876.83
887,802.92
887,727.37
887,635.94
887,543.29
887,455.69
887,367.73
887,278.06
887,200.57
887,118.37
887,039.88
886,942.29
886,856.00
886,770.86
886,684.39
886,598.10
886,518.04
886,415.05
886,341.61
886,304.31
886,277.65
886,236.54
886,224.64
886,213.79
886,202.69
886,228.16
886,230.45
886,247.72
886,266.44
886,283.37
PT
41+478.90
41+017.43
39+709.22
35+497.27
34+917.55
34+510.68
33+900.00
CL2
P35
P34
P33
P32
P31
P30
P29
P28
P27
P26
P25
P24
P23
P22
P21
P20
P19
P18
P17
P16
P15
P14
P13
P12
P11
P10
P09
P08
P07
P06
P05
P04
P03
P02
P01
P01
P05
P08
P12
P29
P35
(X) EASTING (Y) NORTHING STATIONING
BASELINE
CONSTRUCTIONPLANE COORDINATES (NAD83(90))
EROSION CONTROL LINE
CONSTRUCTION B
ASELINE
33+86533+86534+000
34+500
35+000
35+500
36+000
36+500
37+000
37+500
38+000
38+500
39+000
39+500
40+000
40+500
41+000
41+479
CL1
CL2
CL1
886,286.53 1,140,910.35 33+865.00
HORIZONTAL AND VERTICAL CONTROL POINT
DESIGNATION PID NORTHING EASTING NAVD88
872 2213 K
872 2212 B
872 2212 C
DI3923
DO9391
DO9392
1,139,897.97
1,140,971.88
1,140,886.36
883,348.91
886,484.57
886,171.83
1.64
5.99
5.48
SURVEY CONTROL (BEACH MONITORING)
872 2212 C
872 2212 B
DESIGNATION PID NORTHING EASTING NAVD88 MLLW
HORIZONTAL AND VERTICAL CONTROL POINT
872 2213 K TIDAL DI3923 1,139,897.97 883,348.91 1.64 3.96
SURVEY CONTROL (HARBOR SURVEY 17-013)
872 2212 D
872 2212 C
KIM
1004
1003
DO9393
DO9392
DO9388
N/A
N/A
885,780 SC
886,180 SC
887,520 SC
885,652.24
887,609.69
3.85
5.48
6.36
4.20
7.25
1,140,760 SC
1,140,890 SC
1,135,360 SC
1,140,180.99
1,135,351.52
DESIGNATION PID NORTHING EASTING ELEV.
LAYOUT OPERATIONS.
COORDINATE FOR HORIZONTAL POSITIONING OR CONSTRUCTION
VERTICAL QUALITY CONTROL CHECKS. DO NOT USE THIS
THIS POSITION IS FURNISHED AS AN AID FOR FIELD LOCATION FOR
NOTE: "SC" INDICATES A "SCALED" HORIZONTAL COORDINATE.
HORIZONTAL AND VERTICAL CONTROL
VERTICAL CONTROL
SURVEY CONTROL (BORROW AREA NO. 15-043)
872 2212 D
1004
KIM
1003
R-34
R-35
R-34A
57.4
57.3
56.2
55.5
54.8
54.5
54.2
54.1
54.0
53.9
52.7
52.5
52.0
51.6
51.5
51.5
51.4
51.3
51.1
50.5
50.5
50.4
50.0
50.0
49.9
49.9
49.8
49.8
49.8
49.8
49.7
49.7
49.6
49.6
49.5
49.5
49.5
49.5
49.4
49.4
49.4
49.4
49.3
49.3
49.1
49.1
49.1
49.1
49.1
49.0
48.9
48.9
48.9
48.9
48.9
48.8
48.8
48.7
48.7
48.7
48.6
48.6
48.6
48.5
48.4
48.4
48.4
48.4
48.3
48.3
48.3
48.3
48.1
48.1
48.1
48.0
47.9
47.8
47.8
47.8
47.7
47.7
47.7
47.6
47.6
47.6
47.6 47
.6
47.5
47.5
47.5
47.4
47.3
47.3
47.2
47.2
47.1
47.0
47.0
47.0
46.9
46.9
46.8
46.8
46.8
46.8
46.8
46.8
46.7
46.7
46.6
46.6
46.6
46.5
46.5
46.4
46.4
46.4
46.4
46.3
46.3
46.3
46.3
46.3
46.2
46.2
46.2
46.1
46.1
46.1
46.0
46.0
46.0
45.7
45.7
45.7
45.6
45.6
45.6
45.5
45.5
45.4
45.4
45.4
45.4
45.3 45
.3
45.3
45.2
45.2
45.2
45.2
45.1
45.1
45.1
45.1
45.1
45.0
45.0
44.9
44.9
44.8
44.8
44.8
44.7
44.6
44.6
44.6
44.6
44.5
44.5 44
.5
44.4
44.3
44.3
44.3
44.3
44.3
44.2
44.2
44.2
44.1
44.1
44.0
44.0
44.0
44.0
43.9
43.9
43.8
43.8
43.8
43.7
43.6
43.6
43.6
43.5
43.5
43.5
43.5
43.4
43.4
43.3
43.3
43.3
43.3
43.2
43.2
43.1
43.1
43.1
43.0
43.0 43.0
43.0
43.0 43
.0
42.9
42.9
42.9
42.9
42.8
42.8
42.8
42.8
42.8
42.8
42.8
42.8
42.8
42.7
42.7
42.5
42.5
42.5
42.5
42.5
42.5
42.4
42.4
42.3
42.3
42.3
42.3
42.2
42.2
42.2
42.1
42.1
42.1
42.1
42.1
42.0
42.0
41.9
41.9
41.9
41.9
41.9
41.8
41.8
41.7
41.7
41.7
41.6
41.5
41.5
41.5
41.4
41.4
41.3
41.2
41.2
41.2
41.2
41.2
41.1
41.0
41.0
41.0
41.0
40.9
40.9
40.9
40.9
40.9
40.9
40.9
40.8
40.8
40.8
40.7
40.7
40.6
40.6
40.6
40.5
40.4
40.4
40.4
40.4
40.3
40.3
40.2
40.2
40.2
40.2
40.1
40.1
40.1
40.1
40.0
40.0
39.9
39.9
39.8
39.8
39.8
39.7
39.7
39.7
39.7
39.6
39.6
39.6 39
.6
39.5
39.4
39.4
39.4
39.4
39.4
39.4
39.4
39.3
39.3
39.2
39.2
39.2
39.2
39.2
39.1
39.1
39.1
39.0
39.0
39.0
39.0
39.0
39.0
39.0
39.0
39.0
39.0
38.9
38.9
38.9
38.9
38.8
38.8
38.8
38.7
38.7
38.7
38.6
38.5
38.5
38.4
38.4
38.4
38.3
38.3
38.3
38.3
38.3
38.2
38.2
38.2
38.2
38.1
38.0
38.0
38.0
38.0
38.0
38.0
38.0
37.9
37.8
37.8
37.8
37.7
37.7
37.6
37.6
37.6
37.6
37.5
37.5
37.5
37.5
37.5
37.4
37.4
37.4
37.4 37
.4
37.4
37.4
37.4
37.4
37.3
37.3
37.3
37.2
37.2
37.1
37.1
37.0
37.0
37.0
37.0
37.0
37.0
36.9
36.9
36.9
36.8
36.8
36.8
36.8
36.7
36.7
36.7
36.7
36.7
36.6
36.6 36.5
36.5
36.5
36.5
36.5
36.4
36.4
36.4
36.4
36.4
36.4
36.4
36.3
36.3
36.3
36.2
36.1
36.1
36.1
36.1
36.0
36.0
36.0
36.0
36.0
36.0
36.0
35.9
35.9
35.9
35.9
35.9
35.9
35.8
35.8
35.7
35.6
35.6
35.6
35.6
35.6
35.5
35.5
35.5
35.5
35.5
35.5
35.5
35.5
35.4
35.4
35.4 35
.4
35.3
35.3
35.3
35.2
35.2
35.2
35.1
35.1
35.0
35.0
35.0
35.0
35.0
35.0
34.9
34.9
34.8 34
.8
34.8
34.8
34.7
34.7
34.6
34.6
34.6
34.4
34.3
34.3
34.3
34.3
34.1
34.0
33.9
33.9
33.8
33.8
33.8
33.6
33.6
33.6
33.5
33.4
33.4
33.4
33.4
33.3
33.2
33.1
33.1
33.0
32.8
32.7
32.7
32.7
32.6
32.5
32.4
32.4
32.4
32.3
32.3
32.3
32.1
32.0
32.0
32.0
32.0
32.0
31.9
31.8
31.8
31.8
31.7
31.6
31.6
31.6
31.5
31.5
31.4
31.4
31.3
31.3
31.1
31.1
31.0
31.0
30.9
30.8
30.8
30.8
30.7
30.7
30.6
30.5
30.5
30.4
30.4
30.4
30.4
30.3
30.3
30.2
30.2
30.1
30.1
30.1
30.1
30.0
29.8
29.8
29.7
29.7
29.6
29.5
29.4
29.3
29.1
29.0
29.0
28.9
28.8
28.7
28.5
28.4
28.3
28.3
28.2
28.2
28.1 27
.9
27.9
27.9
27.8
27.7
27.7
27.7
27.6
27.6
27.5
27.5
27.5
27.5
27.4
27.3
26.9
26.7
26.6
26.2
25.9
25.7
25.7
25.6
25.5
25.5
25.5
25.4
25.4
24.9
24.8
24.6
24.5
24.5
24.4
24.4
24.4
24.3
24.1
24.1
24.0
23.9
23.8
23.7
23.6
23.5
23.5
23.2
23.2
23.2
23.0
22.8
22.6
22.6
22.5
22.4
22.2
22.2
22.1
21.9
21.8
21.6
20.9
20.5
20.3
20.1
20.0
19.9
19.9
19.8
19.7
19.6
19.6
19.6
19.6
19.5
19.4
19.3
19.3
19.3
19.2
19.1
19.1
18.9
18.9
18.7
18.6
18.6
18.1
18.1
18.1
18.0
18.0
18.0
17.9
17.9
17.9
17.8
17.3
17.2
16.9
16.8
16.7
16.5
16.5
16.4
16.4
16.3
16.3
16.1
16.1
15.7
15.6
15.4
15.3
15.3
15.3
15.1
15.0
14.9
14.8
14.8
14.8
14.6
14.5
14.5
14.4
14.3
14.3
14.3
14.2
14.0
14.0
13.9
13.9
13.9
13.9
13.7
13.7
13.6
13.5
13.3
13.3
13.3
13.3
13.2
13.2 13
.2
13.1
13.1
13.0
13.0
13.0
13.0
13.0
13.0
12.9
12.9
12.9
12.9
12.8
12.8
12.8
12.7
12.7
12.6
12.6
12.6
12.5
12.5
12.5
12.4
12.3
12.3
12.2
12.2 12
.2
12.2
12.2
12.2
12.2
12.2
12.2
12.1
12.1 12
.1
12.0
11.9
11.9
11.9
11.9
11.9
11.8
11.8
11.8
11.8
11.8
11.7
11.7
11.7
11.7
11.6
11.6
11.6
11.6 11
.6
11.5
11.5
11.5
11.5
11.4
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.2
11.2
11.2
11.2
11.2
11.2
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.0
11.0
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.8
10.8
10.8
10.7
10.7
10.7
10.7
10.7
10.6
10.6
10.6
10.6
10.6
10.6
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.4
10.4
10.4
10.4
10.3
10.3
10.3
10.3
10.3
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.0
10.0
10.0
10.0
10.0
10.0
10.0
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.6
9.6
9.6
9.5
9.5
9.4
9.4
9.3
9.3
9.2
9.2
9.2
9.1
9.1
9.1
9.1
9.1
9.1
9.0
9.0
8.9
8.9
8.9
8.9
8.9
8.9
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.7
8.7
8.6
8.6
8.6
8.6
8.6
8.5
8.5
8.5
8.5
8.5
8.5
8.4
8.4
8.3
8.3
8.3
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.1
8.1
8.0
8.0
8.0
7.9
7.9
7.8
7.8
7.8
7.7
7.7 7.
7
7.6
7.6
7.6
7.5
7.5
7.5 7.
5
7.4
7.4
7.4
7.4
7.3
7.3
7.3
7.3
7.1
7.0
7.0
7.0
7.0
6.9
6.9
6.9
6.7
6.7
6.6
6.6
6.6
6.5
6.3
6.2
6.2
6.0
5.8
5.6
5.6
5.5
5.4
5.3
5.3
5.3
5.2
5.1
5.1
5.1
5.0
5.0
5.0
5.0
5.0
4.8
4.8
4.7
4.7
4.5
4.3
4.3
4.2
4.2
4.2
4.0
4.0
3.8
3.7
3.4
3.2
2.7
P01
P05
P08
33+865
33+865
34+000
34+500
35+000
33+900
34+100
34+200
34+300
34+400
34+600
34+700
34+800
34+900
35+100
35+200
35+300
35+400
CL1
P10
P11
P02
P09
P07
P06
P04
P03
170'
200'
180'
200'
+11.0'
DUNE CREST
OF FILLDUNE TOE
(+11.0' NAVD88)
DUNE CREST
SOUTH JETTY SPUR
TO EXISTING JETTY
PLACE FILL AS CLOSE AS PRACTICAL
HARDBOTTOM
DUNE TOE
APPROXIMATE
TOE OF FILL
APPROXIMATE
ELEV. + 5.4
SLOPED BERM CREST
ELEV. + 5.7
ELEV. + 5.6
SEE NOTE 5
ELEV. + 5.4
ECL
CBL
BEACH STAGING AREA
STA. 33+990
BEGIN OF DUNE RESTORATION
(SEE NOTE 2)
FOR ACCESS OVER PIPELINE
CONTRACTOR'S WOODEN WALKOVER
(SEE NOTE 1)
PRIVATE STAGING AREA
AREA LIMIT (SEE NOTE 3)
APPROXIMATE CONTRACTOR'S WORK
OUT LOCATION (SEE NOTE 3)
APPROXIMATE CONTRACTOR'S PUMP
AREA LIMIT (SEE NOTE 3)
APPROXIMATE CONTRACTOR'S WORK
1 on 100
1 on 10
CIVIL
C-01
MA
TC
HLIN
E
DR
AWIN
G C
-02
ST
A. 35
+200
BE
AC
H A
CC
ES
S
150' ±APPROX.
113090-F
PB
R17-C
B101.d
gn
GRAPHIC SCALE
N
200'100'0100'
A T L A N T I C O C E A N
ST. L
UCIE C
T.
BIN
NE
Y D
R.
SE
AW
AY D
R.
SOUTH JETTY PARK
BE
AC
H A
CC
ES
S
SOUTH OCEAN DRIVE A1A
BE
AC
H C
ON
ST
RU
CTIO
N A
CC
ES
S
SO
UT
H J
ET
TY
NO
RT
H J
ET
TY
F O R T P I E R C E I N L E T
BE
AC
H FIL
L P
LA
N - S
TA 3
3+865 T
O 3
5+200
NOTES:
TRANSITION TO(HORIZ. & VERT.)
180-FOOT BERM
ST
A. 34+900ST
A. 34+600
TRANSITION TO
(HORIZ. & VERT.)
170-FOOT BERM
170-FOOT BERM
ST
A. 35
+000
ST
A. 34+900
TO E
DG
E O
F S
OU
TH J
ET
TY
200-FOOT BERM
BASE
6. HARDBOTTOM SURVEY IS DATED 2014.
PARAGRAPH.
SECTION 35 20 25 "PROTECTION OF EXISTING VEGETATION"
FILL SKETCH "B" ON DRAWING C-07 AND SPECIFICATION
5. FOR PROTECTION OF EXISTING VEGETATION SEE DUNE
RESTORATION DETAILS.
4. REFER TO DRAWINGS C-05 AND C-06 FOR DUNE
OFFICER.
OUT LOCATION WILL BE SHOWN BY THE CONTRACTING
3. ACTUAL LIMITS OF CONTRACTOR WORK AREA AND PUMP
PIPELINE ROUTE.
ACCESS ONLY OVER THE SOUTH JETTY OVERLAND
COMPLIANT WOODEN WALKOVER FOR PEDESTRIAN
2. THE CONTRACTOR IS REQUIRED TO CONSTRUCT AN ADA
INFORMATION.
COUNTY SPONSOR, RICHARD BOUCHARD FOR MORE
CONTRACTOR IF ELECTED TO USE. CONTACT ST. LUCIE
PROJECTS WILL NEED TO BE ACQUIRED BY THE
1. PRIVATE STAGING AREA USED IN PAST PLACEMENT
17.3
17.3
17.2
17.1
17.0
16.6
16.4
16.4
16.4
15.7
15.5
15.2
14.8
14.6
14.3
14.3
14.1
14.0
14.0
14.0
13.8
13.7
13.7
13.7
13.7
13.7
13.5
13.5
13.4
13.4
13.4
13.4
13.3
13.3
13.2
13.2
13.2
13.2
13.2
13.1
13.0
13.0
12.9
12.9
12.8
12.8
12.8
12.8
12.8
12.8
12.7
12.6
12.5
12.5
12.412.4
12.4
12.3
12.3
12.2
12.1
12.0
11.9
11.9
11.8
11.7
11.4
11.4
11.3
11.3
11.2
11.1
10.9
10.7
10.7
10.5
10.3
10.2
10.1
10.1
9.9
9.8
9.0
8.8
8.7
8.5
8.4
8.1
7.9
7.5
7.0
6.6
6.6
6.5
6.5
6.5
6.4
6.3
6.3
6.2
6.1
6.0
6.0
5.9
5.9
5.7
5.6
5.5
5.4
5.1
5.0
4.9
4.6
4.5
4.3
4.2
3.8
3.7
3.7
3.4
3.2
3.1
2.4
2.2
2.1
1.7
0.8
0.7
0.7
0.1
+0.5
+0.7
+0.9
+1.0
+1.2
+1.8
+2.0
+2.1
+2.7
+3.1
+3.1
+3.2
+3.2
+3.3
+3.4
+3.4
+3.4
+3.8+4.2
+4.6
+4.7
+4.7+4.8
+4.9
+5.0+5.0
+5.0
+5.1
+5.2
+5.3
+5.3
+5.3
+5.5
+5.5
+5.6
+5.6
+5.8
+5.8
+5.9
+6.2+6.2
+6.3
+6.4
+6.5
+6.5
+6.6
+6.6
+6.6
+6.7
+6.7+6.7
+6.7
+6.8
+6.9+7.5
+7.6
+9.0
+9.0
+9.2
+9.2
+9.4+9.6
+9.9
+9.9
+9.9
+10.0
+10.1
+10.1
+10.1
+10.2
+10.2
+10.2
+10.2
+10.2
+10.4
+10.4
+10.5
+10.7+10.8
+10.8
+11.1+11.2
+11.5
+11.6
+12.0
+12.1+12.2
+12.8
+13.3
SH
OR
E P
RO
TE
CTIO
N P
ROJE
CT
1
8
A
B
C
D
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D
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B
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ATIO
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SU
BMIT
TE
D B
Y:
PL
OT S
CA
LE:
PL
OT D
AT
E:
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NT
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O.:
®of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
AS S
HO
WN
DE
SC
RIP
TIO
NN
o.
SY
MZ
ON
E
JA
CK
SO
NVIL
LE, F
LO
RID
A
JA
CK
SO
NVIL
LE DIS
TRIC
T
DE
PA
RT
ME
NT O
F T
HE A
RM
YD
ESIG
NE
D B
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N/A
M.R.2
CO
RP
S O
F E
NGIN
EE
RS
DR
AWIN
G D
AT
E:
$STAMP$
Sep 2
1, 2017
V.M.B.
ST. L
UCIE C
OU
NT
Y, F
LO
RID
A
BE
AC
H R
EN
OU
RIS
HM
EN
T 2
018
FO
RT PIE
RC
E
J.E.B.
AU
GU
ST 2
017
GR
OU
P4-1
0-R-J041
35+500
36+000
36+500
37+000
35+100
35+200
35+300
35+400
35+600
35+700
35+800
35+900
36+100
36+200
36+300
36+400
36+600
36+700
36+800
36+900
37+100
37+200
P12P12
P10
P11 P14 P15 P16P17 P18P13
R-37
R-35A
T-36 T-36A
170'
130'
(+11.0' NAVD88)DUNE CREST
(STA. 36+025)RESTORATIONEND OF DUNE
OF FILL
DUNE TOE
(+11.0' NAVD88)DUNE CREST
CREST
SLOPED BERM
ECL
CBL
TOE OF FILL
APPROXIMATE
DUNE TOE
APPROXIMATE
ELEV. + 5.7 ELEV. + 6.1
SEE NOTE 2
HARDBOTTOM
1 o
n 1
00
1 o
n 1
0
C-02
CIVIL
GRAPHIC SCALE
N
200'100'0100'
130'
A T L A N T I C O C E A N
PO
RP
OIS
E A
VE.
AV
AL
ON A
VE.
GU
LFS
TR
EA
M A
VE.
FR
AN
CIS A
VE.
SOUTH OCEAN DRIVEA1A
MA
TC
HLIN
E
DR
AWIN
G C
-01
ST
A. 35
+200
MA
TC
HLIN
E
DR
AWIN
G C
-03
ST
A. 37
+200
170-FOOT BERM
ST
A. 35
+500
ST
A. 36
+900
130-FOOT BERM
BE
AC
H FIL
L P
LA
N - S
TA 3
5+200 T
O 3
7+200
1 o
n 1
0
NOTES:
1 o
n 1
00
(HORIZ. & VERT.)
TRANSITION TO 130-FOOT BERM
BASE
3. HARDBOTTOM SURVEY IS DATED 2014.
OF EXISTING VEGETATION" PARAGRAPH.
SPECIFICATION SECTION 35 20 25 "PROTECTION
DUNE FILL SKETCH "B" ON DRAWING C-07 AND
2. FOR PROTECTION OF EXISTING VEGETATION SEE
RESTORATION DETAILS.
1. REFER TO DRAWINGS C-05 AND C-06 FOR DUNE
SH
OR
E P
RO
TE
CTIO
N P
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CT
1
8
A
B
C
D
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D
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N N
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N B
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D B
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SU
BMIT
TE
D B
Y:
PL
OT S
CA
LE:
PL
OT D
AT
E:
CO
NT
RA
CT N
O.:
®of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
AS S
HO
WN
DE
SC
RIP
TIO
NN
o.
SY
MZ
ON
E
JA
CK
SO
NVIL
LE, F
LO
RID
A
JA
CK
SO
NVIL
LE DIS
TRIC
T
DE
PA
RT
ME
NT O
F T
HE A
RM
YD
ESIG
NE
D B
Y:
N/A
M.R.2
CO
RP
S O
F E
NGIN
EE
RS
DR
AWIN
G D
AT
E:
$STAMP$
Sep 2
1, 2017
V.M.B.
ST. L
UCIE C
OU
NT
Y, F
LO
RID
A
BE
AC
H R
EN
OU
RIS
HM
EN
T 2
018
FO
RT PIE
RC
E
J.E.B.
AU
GU
ST 2
017
GR
OU
P4-1
0-R-J041
17.9
17.6
17.5
17.5
17.5
17.5
17.417.4
17.4
17.217.1
17.1
17.1
17.1
16.9
16.9
16.8
16.7
16.7
16.5
16.4
16.3
16.2
16.2
16.0
15.9
15.6
15.4
15.4
15.3
14.9
14.9
14.9
14.7
14.6
14.6
14.4
14.4
14.4
14.214.1
14.1
14.1
14.1
14.0
13.9
13.8
13.8
13.713.7
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.5
13.5
13.5
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.3
13.3
13.3
13.2
13.2
13.2
13.2
13.2
13.1
13.1
13.1
13.1
13.0
13.0
12.9
12.9
12.9
12.9
12.9
12.9
12.8
12.812.8
12.8
12.8
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.4
12.4
12.4
12.4
12.4
12.3
12.3
12.2
12.1
12.1
12.1
12.0
11.9
11.9
11.9
11.8
11.7
11.6
11.611.5
11.2
11.2
11.211.0
10.810.8
10.8
10.4
10.110.0
9.8
9.4
9.4
9.1 8.8
8.3 8.3 8.3
7.9
7.5
7.1 7.16.3 6.1
5.1 4.13.9
3.5 2.32.21.9
0.80.3
+0.1+0.9
+1.9+2.1
+2.2
+3.6+3.9
+4.3 +4.4
+4.6
+5.1
+5.5
+5.5
+5.8+5.9 +6.1
+6.2
+6.2
+6.7
+6.7
+7.3
+7.5
+8.1
+9.0
+9.2
+9.4
+9.4
+9.4
+10.0+10.2
+10.5
+10.5 +10.6
+10.8
+10.9
+11.1
+11.1
+11.3
+11.3 +11.3
+11.3
+11.4
+11.4
+11.6 +11.6+11.7
+11.7
+13.3
+13.8
ECL
CBL
TOE OF FILL
APPROXIMATE
ELEV. + 6.1
SLOPED BERM CREST
HARDBOTTOM
1 o
n 1
00
1 o
n 1
0
C-03
CIVILM
AT
CH
LIN
E
DR
AWIN
G C
-04
ST
A. 39
+400
MA
TC
HLIN
E
DR
AWIN
G C
-02
ST
A. 37
+200
1 o
n 1
01 o
n 1
00
GRAPHIC SCALE
N
200'100'0100'
113090-F
PB
R17-C
B103.d
gn
A T L A N T I C O C E A N
A1A
AC
CE
SS
CO
NS
TR
UC
TIO
N
SOUTH OCEAN DRIVE
CR
ES
TVIE
W D
R.
BE
AC
H FIL
L P
LA
N - S
TA 3
7+200 T
O 3
9+400
130-FOOT BERM
1. HARDBOTTOM SURVEY IS DATED 2014.
NOTE:
OPTION A
R-3
8
BASE
(BASE)
TRANSITION
250 FOOT
SH
OR
E P
RO
TE
CTIO
N P
ROJE
CT
1
8
A
B
C
D
1234567
D
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ATIO
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E N
UM
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SU
BMIT
TE
D B
Y:
PL
OT S
CA
LE:
PL
OT D
AT
E:
CO
NT
RA
CT N
O.:
®of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
AS S
HO
WN
DE
SC
RIP
TIO
NN
o.
SY
MZ
ON
E
JA
CK
SO
NVIL
LE, F
LO
RID
A
JA
CK
SO
NVIL
LE DIS
TRIC
T
DE
PA
RT
ME
NT O
F T
HE A
RM
YD
ESIG
NE
D B
Y:
N/A
M.R.2
CO
RP
S O
F E
NGIN
EE
RS
DR
AWIN
G D
AT
E:
$STAMP$
Sep 2
1, 2017
V.M.B.
ST. L
UCIE C
OU
NT
Y, F
LO
RID
A
BE
AC
H R
EN
OU
RIS
HM
EN
T 2
018
FO
RT PIE
RC
E
J.E.B.
AU
GU
ST 2
017
GR
OU
P4-1
0-R-J041
37+500
38+000
38+500
39+000
37+200
37+300
37+400
37+600
37+700
37+800
37+900
38+100
38+200
38+300
38+400
38+600
38+700
38+800
38+900
39+100
39+200
39+300
39+400
P24 P26P25 P27P23P22P20
P21P19
R-37A R-38A
R-38
R-39
130'
130'
17.8
17.2
17.1
17.1
17.0
17.0
17.0
16.916.8
16.8
16.7
16.7
16.7
16.7
16.6
16.6
16.4
16.4
16.2
16.2
16.1
16.1
16.1
15.9
15.8
15.8
15.7
15.7
15.6
15.6 15.6
15.4
15.4
15.2
15.0
14.9
14.8
14.8
14.7
14.6
14.3
14.3
14.3
14.3
14.1
14.1
13.9
13.9
13.9
13.7
13.7
13.6
13.5
13.3
13.3
13.3
13.2
13.0
12.9
12.9
12.8
12.7
12.7
12.7
12.7
12.7
12.6
12.5
12.4
12.4
12.4
12.3
12.2
12.2
12.1
12.0
12.0
11.9
11.9
11.9
11.6
11.6
11.6
11.5
11.2
11.2
11.1
11.1
11.1
10.9
10.9
10.8
10.7
10.7
10.3
10.110.1
9.8
9.7
8.8
8.7
7.8
7.67.0
6.76.1
6.03.7
2.2
2.20.1
0.1+2.1
+4.0
+4.9+5.9
+6.1+6.2
+6.3
+6.4+6.4
+6.5
+6.6
+6.6
+6.7
+6.8
+6.8
+6.8
+6.8
+6.9
+6.9
+6.9
+6.9
+7.3
+7.6
+7.9
+8.2
+8.3
+8.3
+8.6+8.7
+9.6
+9.6
+9.8
+10.0 +10.2
+10.5
+10.5
+10.6
+10.8
+10.8
+10.8
+11.4
+11.5
+11.5+11.6
+12.3
+12.4
+12.5
+12.5
+12.8
+13.6+13.8+13.8
P29
P35CL2
39+500
40+000
40+500
41+000
41+479
39+400
39+600
39+700
39+800
39+900
40+100
40+200
40+300
40+400
40+600
40+700
40+800
40+900
41+100
41+200
41+300
41+400
P29
CL1
P28 P30 P31P32 P34
P33
T-40T-41
R-39AT-40A
T-41A
130'
130'
ECL
CBL
TOE OF FILL
APPROXIMATE
ELEV. + 6.1
CREST
SLOPED BERM
HARDBOTTOM
OPTION A
C-04
CIVIL
GRAPHIC SCALE
N
200'100'0100'
113090-F
PB
R17-C
B104.d
gn
A T L A N T I C O C E A N
SURFSIDE DR
A1A
SOUTH OCEAN DRIVE
PL
OV
ER A
VE.
INDIA
TL
AN
TIC D
R.
MA
TC
HLIN
E
DR
AWIN
G C
-03
ST
A. 39
+400
BE
AC
H FIL
L P
LA
N - S
TA 3
9+400 T
O 4
1+173
ST
A. 40
+923
EN
D W
OR
K S
TA. 41
+173
1. HARDBOTTOM SURVEY IS DATED 2014.
NOTE:
1 o
n 1
00
1 o
n 1
0
R-3
9A
(OPTION A)
TRANSITION
250 FOOT(OPTION B)
TRANSITION
250 FOOT130-FOOT BERM
OPTION B
SH
OR
E P
RO
TE
CTIO
N P
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CT
1
8
A
B
C
D
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D B
Y:
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E N
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BE
R:
SU
BMIT
TE
D B
Y:
PL
OT S
CA
LE:
PL
OT D
AT
E:
CO
NT
RA
CT N
O.:
®of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
AS S
HO
WN
DE
SC
RIP
TIO
NN
o.
SY
MZ
ON
E
JA
CK
SO
NVIL
LE, F
LO
RID
A
JA
CK
SO
NVIL
LE DIS
TRIC
T
DE
PA
RT
ME
NT O
F T
HE A
RM
YD
ESIG
NE
D B
Y:
N/A
M.R.2
CO
RP
S O
F E
NGIN
EE
RS
DR
AWIN
G D
AT
E:
$STAMP$
Sep 2
1, 2017
V.M.B.
ST. L
UCIE C
OU
NT
Y, F
LO
RID
A
BE
AC
H R
EN
OU
RIS
HM
EN
T 2
018
FO
RT PIE
RC
E
J.E.B.
AU
GU
ST 2
017
GR
OU
P4-1
0-R-J041
16.3
16.0
15.7
15.3
15.1
14.9
14.6
14.4
14.4
14.0
14.0
13.9
13.9
13.5
13.5
13.4
13.3
13.3
13.2
13.1
13.0
13.0
12.9
12.9
12.8
12.8
12.8
12.7
12.6
12.6
12.6
12.5
12.4
12.4
12.3
12.3
12.3
12.3
12.2
12.1
12.1
12.1
12.1
12.1
12.0
11.9
11.9
11.8
11.8
11.8
11.7
11.7
11.6
11.6
11.6
11.6
11.5
11.5
11.4
11.4
11.3
11.2
11.2
11.2
11.2
11.1
11.1
11.1
11.0
10.9
10.8
10.8
10.8
10.8
10.7
10.7
10.6
10.6
10.6
10.6
10.6
10.6
10.4
10.1
10.1
10.1
10.0
9.8
9.7
9.7
9.6
9.5
9.5
9.4
8.5
8.2
7.3
6.9
6.7 6.3
6.25.8
4.83.2
2.61.5
0.8+0.4
+1.1+2.6
+2.7
+4.1
+4.2
+4.2
+4.2
+4.2
+4.3
+4.3
+4.5
+4.5
+4.6
+4.6
+4.6+4.6
+4.7+4.8
+4.9+4.9
+5.0
+5.4
+5.8
+6.0+6.7
+6.8
+6.9
+7.1
+7.1
+7.1
+7.4
+7.5
+7.5
+7.6
+7.7
+7.8+8.0
+8.0
+8.3
+8.3
+8.3
+8.4
+8.6
+8.8
+9.0
+9.3 +9.6
+9.7
+9.9
+9.9
+9.9+10.0
+10.3
+10.4
+10.6
+10.6
+10.9
+10.9
+10.9+11.1
+11.4
+11.4
+11.6
+11.8
+11.8
+12.0
+12.1 +12.1
+12.3
+12.3
+12.4
+12.5
+12.5
+12.5
+12.6
+13.2
+13.4
+13.9+14.1
+14.6+14.7
12.8
12.5
12.3
12.0
11.4
11.3
11.3
11.2
11.1
10.9
10.7
10.7
10.5
10.3
10.2
10.1
10.1
9.9
9.8
9.0
8.8
8.7
8.5
8.4
8.1
7.9
7.5
TOE OF FILL
APPROXIMATE
1 0N 10
DUNE FILL SLOPE
1 0N 4
DUNE FILL SLOPE
HARDBOTTOM
7.0
6.5
6.3
5.9
5.5
5.1
4.5
3.7
3.2
2.2
2.1
0.8
0.7
(+11.0')DUNE CREST
(+7.4')
BERM CREST
BEACH FILL
CONSTRUCTION BASELINE
ELEV. + 5.4SLOPED BERM CREST
ELEV. + 5.4
ELEV. + 5.6ELEV. + 5.7
ST.
LU
CIE C
T.
SE
AW
AY D
R.
A1A
N
DR.
BIN
NE
YTRANSITI
ON AREA
DUNE RESTORATIO
N
115' DUNE RESTORATION
65' LANDWARD OF CBL
50' SEAWARD OF CBL
100'50'050'
CIVIL
113090-F
PB
R14-C
B105.d
gn
C-05
RESTORATION
DUNE
85' LANDWARD30' SEAWARD
DU
NE R
ES
TO
RA
TIO
N - S
TA 3
3+990 T
O 3
5+100
GRAPHIC SCALE
NOTES:
(BASE)
(BASE) (BASE)
2. HARDBOTTOM SURVEY IS DATED 2014.
OF EXISTING VEGETATION" PARAGRAPH.
SPECIFICATION SECTION 35 20 25 "PROTECTION
DUNE FILL SKETCH "B" ON DRAWING C-07 AND
1. FOR PROTECTION OF EXISTING VEGETATION SEE
P05
P08
34+000
34+500
35+000
34+100
34+200
34+300
34+400
34+600
34+700
34+800
34+900
35+100
170'
200'
200' 180'
SH
OR
E P
RO
TE
CTIO
N P
ROJE
CT
1
8
A
B
C
D
1234567
D
C
B
A
8 7 6 5 4 3 2
SO
LICIT
ATIO
N N
O.:
FIL
E N
AM
E:
DW
N B
Y:
CK
D B
Y:
FIL
E N
UM
BE
R:
SU
BMIT
TE
D B
Y:
PL
OT S
CA
LE:
PL
OT D
AT
E:
CO
NT
RA
CT N
O.:
®of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
AS S
HO
WN
DE
SC
RIP
TIO
NN
o.
SY
MZ
ON
E
JA
CK
SO
NVIL
LE, F
LO
RID
A
JA
CK
SO
NVIL
LE DIS
TRIC
T
DE
PA
RT
ME
NT O
F T
HE A
RM
YD
ESIG
NE
D B
Y:
N/A
M.R.2
CO
RP
S O
F E
NGIN
EE
RS
DR
AWIN
G D
AT
E:
$STAMP$
Sep 2
1, 2017
V.M.B.
ST. L
UCIE C
OU
NT
Y, F
LO
RID
A
BE
AC
H R
EN
OU
RIS
HM
EN
T 2
018
FO
RT PIE
RC
E
J.E.B.
AU
GU
ST 2
017
GR
OU
P4-1
0-R-J041
+0.9
+1.0
+1.8
+2.1
+3.1
+3.1
+3.2
+3.3
+3.4
+3.4
50' +4
.7
65'
+5.0
+5.0
85'
+5.6
+5.6
+6.2
+6.2
+6.3
1 o
n 1
01 o
n 1
00
1 o
n 1
0
+6.4
+6.5
+6.6
+6.6
DUNE TOE
APPROXIMATE
+6.7
+6.7
+6.7
+6.7
+6.8
+6.9
65'
ELEV. VARIESDUNE TOE OF FILL
+7.5
+7.6
50'
1 0N 10DUNE FILL SLOPE
SEE NOTE 1
30'
+9.0
+9.0
+9.2
+9.2
+9.4
+9.6
+9.9
+9.9
+9.9
+10.0
PARK
JETTY
SOUTH
EC
L P
T 8ST
A. 33
+990
EN
D O
F D
UN
E
ST
A. 34
+917
ST
A. 35
+015
+10.1
+10.1
+10.1
+10.2
+10.2
+10.2
+10.2
+10.2
+10.4
+10.4
+10.5
+10.7
+10.8
+10.8
+11.1
+11.2
+11.5
+11.6
+12.0
DUNE FILLEND OF
ATLANTIC OCEAN
115'
115'
+12.1
+12.2
+12.8+1
3.3
R-34A
R-34
R-35
MA
TC
HLIN
E D
RA
WIN
G C
-06 S
TA. 3
5+100
12.9
12.7
12.6
12.5
12.5
12.5
12.4
12.4
12.4
12.2
12.1
12.1
12.1
12.0
11.9
11.8
11.7
11.511.2
11.2
TOE OF FILL
APPROXIMATE
11.0
10.8 10.8
10.4
10.1
10.0
9.4
9.1
8.3
8.3
7.1
7.16.3
6.15.1
3.93.5
2.21.9
0.8
HARDBOTTOM
(+7.4')
BERM CREST
BEACH FILL
CONSTRUCTION BASELINE
ELEV. +5.7
SLOPED BERM CREST
BEACH FILL
NOTES:
ATLANTIC OCEAN
A1A
PO
RP
OIS
E A
VE.
N
MA
TC
HLIN
E
DR
AWIN
G C
-05
ST
A. 35
+100
AV
E.
AV
AL
ON
100'50'050'
CIVIL
C-06
113090-F
PB
R17-C
B106.d
gn
RESTORATION
DUNE
85' LANDWARD
30' SEAWARDTRANSITION AREA
DUNE RESTORATION
TRANSITION AREA
DUNE RESTORATION
45' LANDWARD
65' SEAWARD
70' LANDWARD
25' SEAWARD
DU
NE R
ES
TO
RA
TIO
N - S
TA 3
5+100 T
O 3
6+025
GRAPHIC SCALE
(BASE)
(BASE)
(BASE)
2. HARDBOTTOM SURVEY IS DATED 2014.
OF EXISTING VEGETATION" PARAGRAPH.
SPECIFICATION SECTION 35 20 25 "PROTECTION
DUNE FILL SKETCH "B" ON DRAWING C-07 AND
1. FOR PROTECTION OF EXISTING VEGETATION SEE
P12
35+500
36+000
35+100
35+200
35+300
35+400
35+600
35+700
35+800
35+900
36+100
36+200
170'
+0.1
SH
OR
E P
RO
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CTIO
N P
ROJE
CT
1
8
A
B
C
D
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BMIT
TE
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Y:
PL
OT S
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OT D
AT
E:
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NT
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CT N
O.:
®of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
AS S
HO
WN
DE
SC
RIP
TIO
NN
o.
SY
MZ
ON
E
JA
CK
SO
NVIL
LE, F
LO
RID
A
JA
CK
SO
NVIL
LE DIS
TRIC
T
DE
PA
RT
ME
NT O
F T
HE A
RM
YD
ESIG
NE
D B
Y:
N/A
M.R.2
CO
RP
S O
F E
NGIN
EE
RS
DR
AWIN
G D
AT
E:
$STAMP$
Sep 2
1, 2017
V.M.B.
ST. L
UCIE C
OU
NT
Y, F
LO
RID
A
BE
AC
H R
EN
OU
RIS
HM
EN
T 2
018
FO
RT PIE
RC
E
J.E.B.
AU
GU
ST 2
017
GR
OU
P4-1
0-R-J041
+0.9
+1.9
+2.1
+3.6
+3.930'
+4.3
+4.4
65'
+5.1
+5.5
+5.8
+5.9
+6.1
+6.2
+6.7
85'
70'
+7.3
45'
+7.5
+8.1
ELEV. VARIES
DUNE TOE OF FILL
+9.0
35
+200
ST
A. 35
+500
ST
A. 36
+025
+10.2
DUNE TOE
APPROXIMATE
+10.5
+10.5
SEE NOTE 1
+10.8
+10.9
1 ON 4
SLOPE
DUNE FILL
+11.1
+11.1
+11.3
+11.3
+11.3+11.4
+11.4
+11.6
+11.6+11.7
(+11.0')
DUNE CREST
25'
+13.3
1 ON 10
SLOPE
DUNE FILL
R-35A
T-36
1 ON 10
SLOPE
DUNE FILL
END OF
113090-F
PB
R17-C
B107.d
gn
CIVIL
C-07
BE
AC
H FIL
L T
YPIC
AL P
RO
FIL
E
SH
OR
E P
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N P
ROJE
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1
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B
C
D
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D
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B
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ATIO
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N B
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D B
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BMIT
TE
D B
Y:
PL
OT S
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LE:
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OT D
AT
E:
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NT
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CT N
O.:
®of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
AS S
HO
WN
DE
SC
RIP
TIO
NN
o.
SY
MZ
ON
E
JA
CK
SO
NVIL
LE, F
LO
RID
A
JA
CK
SO
NVIL
LE DIS
TRIC
T
DE
PA
RT
ME
NT O
F T
HE A
RM
YD
ESIG
NE
D B
Y:
N/A
M.R.2
CO
RP
S O
F E
NGIN
EE
RS
DR
AWIN
G D
AT
E:
$STAMP$
Sep 2
1, 2017
V.M.B.
ST. L
UCIE C
OU
NT
Y, F
LO
RID
A
BE
AC
H R
EN
OU
RIS
HM
EN
T 2
018
FO
RT PIE
RC
E
J.E.B.
AU
GU
ST 2
017
GR
OU
P4-1
0-R-J041
BEACH FILL
FORESHORE BERM
BERM WIDTH VARIES
DUNE OFFSETLANDWARD
OFFSET VARIESSEAWARD DUNE
(ELEV. +7.4)
BEACH RENOURISHMENT
(ELEV. +11.0)
DUNE RESTORATION
SLOPED BEACH BERM
CONSTRUCTION PROFILE
PER BEACH WIDTH
ELEVATION VARIES
+ 1 FOOT TOLERANCE
1
EC
L
CB
L
10
1
10010
1
VARIES
AT CBL
TRANSITION
SLOPED BERM
"B"10'5'05'
"A"100'50'050'
NOTES:
0
ELE
VA
TIO
N I
N F
EE
T, N
AV
D 1
988
0 100 200 300 400 500 600 700 800
ELE
VA
TIO
N I
N F
EE
T, N
AV
D 1
988
SCALE: A (HORIZONTAL)
SCALE: B (VERTICAL)
-
10
20
+10
+20
0
10
20
+10
+20
NOT TO SCALE
DETAIL - BEACH FILL NEAR VEGETATION
1
4
CBL LOCATED AT RANGE "0"
TYPICAL PROFILE SECTION (PERPENDICULAR FROM CBL) 40+923 TO 41+173
STATION
BASELINE (CBL)
CONSTRUCTION
SOUTH TAPER
200
34+600 TO 34+900
34+900 TO 35+000 TRANSITION FROM 180 TO 170
TRANSITION FROM 200 TO 180
17035+000 TO 35+500
35+500 TO 36+900
36+900 TO 40+923
TRANSITION FROM 170 TO 130
130
VEGETATION (SEE NOTE 2)
BEACH FILL
CB
L
EXISTING GRADE
EXISTING GRADE
- BEACH FILL -
1
- DUNE FILL -
D=DISTANCE TO DUNE TOE
1
NOT TO SCALE
EXISTING BEACH PROFILE
1
- BEACH FILL -
- DUNE FILL -
DUNE FILL DEFINITION SKETCH (TYPICAL CASE, "A")
EL = MATCH EXISTING
EXISTING BEACH PROFILE
NOT TO SCALE
DUNE ESCARPMENT
D = DISTANCE TO DUNE TOE
(EXISTING DUNE IS NEGLIGIBLE)
10
10
STATION
BASELINE (CBL)
CONSTRUCTION
(FT)
DISTANCE FROM CBL
33+990 TO 34+917
34+917 TO 35+015
35+015 TO 35+200
35+200 TO 35+500
35+500 TO 36+025
115
115
TRANSITION FROM 65 TO 85 LANDWARD TRANSITION FROM 50 TO 30 SEAWARD
115 30 SEAWARD - 85 LANDWARD
50 SEAWARD - 65 LANDWARD
TRANSITION FROM 45 TO 70 LANDWARD TRANSITION FROM 65 TO 25 SEAWARD
TRANSITION FROM 85 TO 45 LANDWARD TRANSITION FROM 30 TO 65 SEAWARD
TRANSITION FROM 115 TO 110
TRANSITION FROM 110 TO 95
DUNE FILL DEFINITION SKETCH ("B")
CB
L
OFFSET VARIESSEAWARD DUNE
DUNE OFFSETLANDWARD
(FT)
* DUNE WIDTH
VARIES
BEACH BERM DESIGN
BEACH DUNE DESIGN
(SEE DUNE DESIGN TABLE) (SEE DUNE DESIGN TABLE)C
BL
ELEV. +11.0 FT
ELEV. +11.0 FT
33+865 TO 34+600
+1 FOOT TOLERANCE
TOLERANCE+ 0.5 FOOT
GRAPHIC SCALES
(FT)
HORIZONTAL TRANSITIONS
BERM WIDTH
ELEV. +5.4
ELEV. +5.7
ELEV. +6.1
VARIES
(FT)
VERTICAL TRANSITIONS
BERM ELEVATION
VARIES
ELEV. +5.6 (AT 180)
VARIES
* OR LESS IF REQUIRED TO AVOID VEGETATION, SEE NOTE 3+0.5' TOLERANCE
+0.5' TOLERANCE
4 MIN
(SEE NOTE 3)
EXISTING VEGETATION.
SEAWARD EDGE OF
(SEE NOTE 4)
BACKSLOPE
4. BACKSLOPE SHALL BE NO STEEPER THAN 1V:4H.
PARAGRAPH FOR MORE INFORMATION.
3. SEE SPECIFICATION SECTION 35 20 25 "PROTECTION OF EXISTING VEGETATION"
AT THE CONTRACTOR'S EXPENSE.
2. EXISTING VEGETATION IMPACTED BY THE CONTRACTOR WILL BE REPLACED
EDGE OF BERM.
COMMENCES AT CBL LINE AND CONTINUES TO THE SEAWARD
1. THE 1-FOOT VERTICAL TO 100-FOOT HORIZONTAL SLOPE
C-08
CIVIL
113090-F
PB
R17-C
B108.d
gn
BE
AC
H FIL
L P
RO
FIL
ES
SH
OR
E P
RO
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CTIO
N P
ROJE
CT
1
8
A
B
C
D
1234567
D
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BMIT
TE
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Y:
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OT S
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LE:
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OT D
AT
E:
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NT
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CT N
O.:
®of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
AS S
HO
WN
DE
SC
RIP
TIO
NN
o.
SY
MZ
ON
E
JA
CK
SO
NVIL
LE, F
LO
RID
A
JA
CK
SO
NVIL
LE DIS
TRIC
T
DE
PA
RT
ME
NT O
F T
HE A
RM
YD
ESIG
NE
D B
Y:
N/A
M.R.2
CO
RP
S O
F E
NGIN
EE
RS
DR
AWIN
G D
AT
E:
$STAMP$
Sep 2
1, 2017
V.M.B.
ST. L
UCIE C
OU
NT
Y, F
LO
RID
A
BE
AC
H R
EN
OU
RIS
HM
EN
T 2
018
FO
RT PIE
RC
E
J.E.B.
AU
GU
ST 2
017
GR
OU
P4-1
0-R-J041
MONUMENT AT RANGE "0"
RANGE, FEETMONUMENT AT RANGE "0"
RANGE, FEETMONUMENT AT RANGE "0"
RANGE, FEETMONUMENT AT RANGE "0"
RANGE, FEETMONUMENT AT RANGE "0"
RANGE, FEET
MONUMENT AT RANGE "0" RANGE, FEET
PROFILE R-35
PROFILE R-34
PROFILE R-34A
"A"200'100'0100'
"B"20'10'010'
0
10
20
ELE
VA
TIO
N N
AV
D88
0 100 200 300 400 500 600 700 800 900
0
ELE
VA
TIO
N N
AV
D88
EC
L
CB
L
0
10
20
ELE
VA
TIO
N N
AV
D88
0 100 200 300 400 500 600 700 800 900
0
10
20
ELE
VA
TIO
N N
AV
D88
EC
L
CB
L
0
10
20
ELE
VA
TIO
N N
AV
D88
0 100 200 300 400 500 600 700 800 900
0
10
20
ELE
VA
TIO
N N
AV
D88
EC
L
CB
L
0
10
20
ELE
VA
TIO
N N
AV
D88
0 100 200 300 400 500 600 700 800 900
0
10
20
ELE
VA
TIO
N N
AV
D88
0
10
20
ELE
VA
TIO
N N
AV
D88
0 100 200 300 400 500 600 700 800 900
0
10
20
ELE
VA
TIO
N N
AV
D88
EC
L
CB
L
EC
L
CB
L
0
10
20
ELE
VA
TIO
N N
AV
D88
0 100 200 300 400 500 600 700 800 900
0
10
20
ELE
VA
TIO
N N
AV
D88
EC
L
CB
L
+20
+10
20
10
+10
+20
+20
+10
+20
+10
+20
+10
+20
+10
+20
+10
+20
+10
+10
+20+20
+10
+20
+10 +10
+20
PROFILE T-36A (TRANSITION)
PROFILE T-36 (TRANSITION)
PROFILE R-35A (TRANSITION)
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRAPHIC SCALES
NOTES:
PLAN SHEETS C-01 TO C-04.
RANGE MONUMENT AZIMUTHS AS SHOWN ON
2. DISTANCES SHOWN ARE MEASURED ALONG THE
SLOPE TRANSITIONS SEAWARD AT THE CBL LINE.
1. THE 1-FOOT VERTICAL TO 100-FOOT HORIZONTAL
OFFSET VARIES
SEAWARD DUNE
BERM WIDTH VARIES
VEGETATION
VARIES
DUNE OFFSETLANDWARD
BEACH FILL
10
1
100
1
10
1
AT CBLTRANSITIONSLOPED BERM
(ELEV. +11.0)DUNE RESTORATION
(ELEV. +7.4)RENOURISHMENT
BEACH
SLOPED BEACH BERM
FORESHORE BERM
TOLERANCE+0.5 FOOT
+1 FOOT TOLERANCE
SCALE "B" (VERTICAL)
SCALE "A" (HORIZONTAL)
SCALE "B" (VERTICAL)
SCALE "A" (HORIZONTAL)
SCALE "B" (VERTICAL)
SCALE "A" (HORIZONTAL)
SCALE "B" (VERTICAL)
SCALE "A" (HORIZONTAL)
SCALE "B" (VERTICAL)
SCALE "A" (HORIZONTAL)
SCALE "B" (VERTICAL)
SCALE "A" (HORIZONTAL)
C-09
CIVIL
113090-F
PB
R17-C
B109.d
gn
BE
AC
H FIL
L P
RO
FIL
ES
SH
OR
E P
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CTIO
N P
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CT
1
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B
C
D
1234567
D
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BMIT
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D B
Y:
PL
OT S
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LE:
PL
OT D
AT
E:
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NT
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®of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
AS S
HO
WN
DE
SC
RIP
TIO
NN
o.
SY
MZ
ON
E
JA
CK
SO
NVIL
LE, F
LO
RID
A
JA
CK
SO
NVIL
LE DIS
TRIC
T
DE
PA
RT
ME
NT O
F T
HE A
RM
YD
ESIG
NE
D B
Y:
N/A
M.R.2
CO
RP
S O
F E
NGIN
EE
RS
DR
AWIN
G D
AT
E:
$STAMP$
Sep 2
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V.M.B.
ST. L
UCIE C
OU
NT
Y, F
LO
RID
A
BE
AC
H R
EN
OU
RIS
HM
EN
T 2
018
FO
RT PIE
RC
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J.E.B.
AU
GU
ST 2
017
GR
OU
P4-1
0-R-J041
RANGE, FEETMONUMENT AT RANGE "0"
RANGE, FEETMONUMENT AT RANGE "0"
RANGE, FEETMONUMENT AT RANGE "0"
RANGE, FEETMONUMENT AT RANGE "0"
RANGE, FEETMONUMENT AT RANGE "0"
MONUMENT AT RANGE "0" RANGE, FEET
PROFILE R-37 PROFILE R-38A
PROFILE R-37A PROFILE R-39
PROFILE R-39APROFILE R-38
"A"200'100'0100'
"B"20'10'010'
0
10
20
ELE
VA
TIO
N N
AV
D88
0 100 200 300 400 500 600 700 800 900
0
10
20
ELE
VA
TIO
N N
AV
D88
0
10
20
ELE
VA
TIO
N N
AV
D88
0 100 200 300 400 500 600 700 800 900
0
10
20
ELE
VA
TIO
N N
AV
D88
EC
L
CB
L
0
10
20
ELE
VA
TIO
N N
AV
D88
0 100 200 300 400 500 600 700 800 900
0
10
20
ELE
VA
TIO
N N
AV
D88
0
10
20
ELE
VA
TIO
N N
AV
D88
0 100 200 300 400 500 600 700 800 900
0
10
20
ELE
VA
TIO
N N
AV
D88
0
10
20
ELE
VA
TIO
N N
AV
D88
0 100 200 300 400 500 600 700 800 900
0
10
20
ELE
VA
TIO
N N
AV
D88
0
10
20
ELE
VA
TIO
N N
AV
D88
0 100 200 300 400 500 600 700 800 900
0
10
20
ELE
VA
TIO
N N
AV
D88
+20
+10
+20
+10
+20
+10
+20
+10
+20
+10
+20
+10
+20
+10
+20
+10
+10
+20 +20
+10
+20
+10
+20
+10
GRADE
EXISTING
GRADE
EXISTING
GRADEEXISTING
GRADE
EXISTINGGRADE
EXISTING
GRADE
EXISTING
GRAPHIC SCALES
NOTES:
PLAN SHEETS C-01 TO C-04.
RANGE MONUMENT AZIMUTHS AS SHOWN ON
2. DISTANCES SHOWN ARE MEASURED ALONG THE
SLOPE TRANSITIONS SEAWARD AT THE CBL LINE.
1. THE 1-FOOT VERTICAL TO 100-FOOT HORIZONTAL
CB
L
EC
L
EC
L
CB
L
EC
L
CB
LE
CL
CB
L
CB
L
EC
L
AT CBLTRANSITIONBERMSLOPED
(ELEV. +7.4)RENOURISHMENT
BEACH
VEGETATIONBERM WIDTH VARIES
100
1
10
1
SLOPED BEACH BERM
BEACH FILL
FORESHORE BERM
+1 FOOT TOLERANCE
SCALE "B" (VERTICAL)
SCALE "A" (HORIZONTAL)
SCALE "B" (VERTICAL)
SCALE "A" (HORIZONTAL)
SCALE "B" (VERTICAL)
SCALE "A" (HORIZONTAL)
SCALE "B" (VERTICAL)
SCALE "A" (HORIZONTAL)
SCALE "B" (VERTICAL)
SCALE "A" (HORIZONTAL)
SCALE "B" (VERTICAL)
SCALE "A" (HORIZONTAL)
C-10
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®of Engineers
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DEPENDS ON YOU
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PROFILE T-40
PROFILE T-40A
MONUMENT AT RANGE "0" RANGE, FEET
MONUMENT AT RANGE "0" RANGE, FEET
RANGE, FEET
125'
MONUMENT AT RANGE "0"
PROFILE T-41
"A"200'100'0100'
"B"20'10'010'
0
10
20
ELE
VA
TIO
N N
AV
D88
0 100 200 300 400 500 600 700 800 900
0
10
20
ELE
VA
TIO
N N
AV
D88
0
10
20
ELE
VA
TIO
N N
AV
D88
0 100 200 300 400 500 600 700 800 900
0
10
20
ELE
VA
TIO
N N
AV
D88
0
10
20
ELE
VA
TIO
N N
AV
D88
0 100 200 300 400 500 600 700 800 900
0
10
20
ELE
VA
TIO
N N
AV
D88
+20
+10+10
+20
+20
+10
+20
+10
+20
+10+10
+20
GRADE
EXISTING
GRADE
EXISTING
GRAPHIC SCALES
NOTES:
PLAN SHEETS C-01 TO C-04.
RANGE MONUMENT AZIMUTHS AS SHOWN ON
2. DISTANCES SHOWN ARE MEASURED ALONG THE
SLOPE TRANSITIONS SEAWARD AT THE CBL LINE.
1. THE 1-FOOT VERTICAL TO 100-FOOT HORIZONTAL
CB
L
EC
L
CB
L
EC
L
EC
L
CB
L
GRADE
EXISTING
AT CBLTRANSITION
SLOPED BERM
(ELEV. +7.4)RENOURISHMENT
BEACH
FORESHORE BERM
BEACH FILL
SLOPED BEACH BERM
100
1
10
1
BERM WIDTH VARIES
+1 FOOT TOLERANCE
VEGETATION
SCALE "B" (VERTICAL)
SCALE "A" (HORIZONTAL)
SCALE "B" (VERTICAL)
SCALE "A" (HORIZONTAL)
SCALE "B" (VERTICAL)
SCALE "A" (HORIZONTAL)
-43
-42
-42
-42
-42
-41
-41
-41
-41-41
-41
-41
-41
-40
-40-40
-40
-40
-40
-40
-40
-40
-39-39
-39
-39
-39
-39
-39
-39
-39
-39
-39
-39
-39
-38-38
-38
-38
-38
-38
-38
-38
-38
-38
-38
-38-38
-38
-38
-38
-38
-37
-37
-37
-37-37
-37
-37
-37
-37
-37
-37
-37
-37
-37
-37
-37
-37
-37
-37-36
-36
-36
-36
-36
-36
-36-36
-36
-36
-36
-36
-36
-35
-35
-35
-35
-35
-35
-35
-35
-35
-34
-34
-34
-34
-34
-34
-34
-34
-33
-33
-33
-33
-33
-32
-32
-32
-32
-32
-31
-31
-31
-31
-30
-30
-30
-29
-29
-29
-28
-28
-27
-27
-26
-26
-25
-25
ATLANTIC OCEAN
BORROW AREACAPRON SHOAL
N
GRAPHIC SCALE
113090-F
PB
R17-C
B111.d
gn
C-11
CIVIL
NOTES:
800'400'0400'
CA
PR
ON S
HO
AL B
OR
RO
W A
RE
A
"BORROW AREA DREDGING" FOR MORE INFORMATION.
BORROW AREA. SEE SPECIFICATION SECTION 35 20 25 PARAGRAPH
OFFICER TO PROCEED TO ANOTHER SUBDIVISION WITHIN THE
OF THE BORROW AREA BEFORE PERMITTED BY THE CONTRACTING
OPERATIONAL LIMITS OF THE EQUIPMENT) IN EACH SUBDIVISION
5. THE CONTRACTOR SHALL REACH THE TARGET DEPTH (WITHIN
DATA REPORT.
4. BORING LOGS ARE PROVIDED IN SECTION 00 31 32 GEOTECHNICAL
THE BORROW AREAS.
SECTION 35 20 25 "BEACH FILL" FOR MANAGING EXCAVATION OF
PROHIBITED. REFER TO "EXCAVATION" HEADING IN SPECIFICATIONS
3. DREDGING OUTSIDE THE BORROW AREA LIMITS SHOWN IS
CAN BE AGITATED BUT NOT REMOVED.
DISTURBANCE DEPTH. MATERIAL WITHIN THE DISTURBANCE DEPTH
ALLOW SEDIMENT DISTURBANCE TO OCCUR BELOW THE
SHOWN. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR
MAXIMUM OF TWO (2) FEET BELOW THE MAXIMUM DEPTH
2. THE EQUIPMENT "DISTURBANCE DEPTH" IS LIMITED TO A
1. DREDGING OUTSIDE THE BORROW AREA LIMITS SHOWN IS PROHIBITED.
SH
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DEPENDS ON YOU
SAFETY ON THIS JOB
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POINT
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907,882
907,882
905,150
906,936
907,796
905,275
905,237
907,056
907,056
906,520
906,520
906,892
906,674
905,325
1,127,779
1,126,637
1,121,469
1,121,469
1,126,036
1,128,340
1,125,869
1,125,865
1,126,326
1,127,759
1,128,340
1,130,426
1,130,923
1,130,923
(X) EASTING (Y) NORTHING
PLANE COORDINATES (NAD83(90)
CAPRON SHOAL BORROW AREA LIMITS
1A2B
3C
4D 5E
6F 7G8H
9I
10J
11K
12L
13M14N
15O
16P
17Q
HIL
KG
F
J
E
D
A
B
C
N M
(SEE NOTE 5)MAXIMUM DEPTH -36.8 (NAVD88)TARGET DEPTH -34.8 (NAVD88)
(SEE NOTE 5)MAXIMUM DEPTH -40.8 (NAVD88)TARGET DEPTH -38.8 (NAVD88)
(SEE NOTE 5)MAXIMUM DEPTH -37.5 (NAVD88)TARGET DEPTH -35.5 (NAVD88)
CB-STL-C5CB-STL-C3
CB-STL-C4
CB-STL-C6
CB-STL-C7
CB-STL-C17
CB-STL-C18
CB-STL-C20CB-STL-C22
CB-STL-C23
CB-STL-C24
CB-STL-C25
CB-STL-C26
CB-STL-C27
CB-STL-C28
CB-STL-C29
CB-STL-C30
CB-STL-C31
CB-STL-C32
CB-STL-C33
CB-STL-C34
CB-STL-C35
CB-STL-C36
CB-STL-C38
CB-STL-C39
VB-FPSP06-1
VB-FPSP06-2
VB-FPSP06-3
VB-FPSP06-4
VB-FPSP06-17
VB-FPSP06-18
VB-FPSP06-19
VB-FPSP06-20
VB-FPSP06-21
FP2012-03
FP2012-05
FP2012-06
FP2012-08
CB-STL-C9R2
BORROW AREA SURVEY NOTES;
OF U.S. SURVEY FEET.
5. ALL POSITIONS AND ELEVATIONS ARE EXPRESSED IN THE UNITS
DATUM OF 1988 (NAVD88).
4. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL
FLORIDA EAST ZONE.
AMERICAN DATUM OF 1983 (2011), STATE PLANE COORDINATE SYSTEM,
3. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH
BUSINESS AUTHORIZATION NO. LB7232, ON 17 JUNE 2015.
2. SURVEY WAS PERFORMED BY WHIDDEN SURVEYING & MAPPING, INC.,
1. REFER TO SURVEY NO. 15-043, ST. LUCIE COUNTY, FLORIDA.
SURVEY
SURVEY NOTES - CAPRON SHOAL BORROW AREA HYDROGRAPHIC
CONSENT OF THE SIGNING PARTY OR PARTIES.
THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN
9. ADDITIONS OR DELETIONS TO THE SURVEY MAPS OR REPORT BY OTHER
LICENSED SURVEYOR AND MAPPER THIS SURVEY IS NOT VALID.
8. UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA
TIME.
ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT
RESULT OF THE SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN
7. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE
RECEIVER / PAC CREST, AND A TSS DMS10 MOTION COMPENSATOR.
kHz, A TRIMBLE SPS852 RECEIVER FOR DUAL POSITION HEADING, A TRIMBLE R8
EMPLOYING HYPACK 2013, AN ODOM HYDROTRAC SOUNDER OPERATING AT 200
6. HYDROGRAPHIC DATA WAS COLLECTED USING A 23’ HANKO SURVEY VESSEL,