113090_Fort_Pierce_FY18_20170921.pdf

PDF 5 MB Posted Sep 28, 2017

Attached to: Fort Pierce Shore Protection Project, Beach Renourishment 2018
Solicitation number: GROUP4-10-R-J041
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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GROUP4-10-R-J041_Revision_0002.pdf	PDF	Oct 31, 2017
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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

Inc rea se d

Pr od uc tiv ity

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

PRINTED ON:9/21/2017

"INCREASE PROFIT -- SUBMIT VECP'S"

P14

P24

SOUTH JETTY

INDEX TO DRAWINGS

A T L A N T I C O C E A N

GENERAL NOTES:.

G E

N E

R A

CORE BORING (VIBRACORE)

LOCATION WITH NOTATION

EXISTING CONTOUR LINE

WITH NOTATION

BEACH FILL AREA

(PLAN VIEW)

(PROFILE VIEW)

TOE OF CONSTRUCTION SLOPE

O C

E A

N D

R (1

EACH

CAUSEW

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

LAKE

OKEECHOBEE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WEST

CANAVERAL

PALM BEACH

NOT TO SCALE

MEXICO

GULF

OCEAN

ATLANTIC

FT. PIERCE

ABBREVIATIONS

TITLE

GENERAL

CIVIL

DWG NO

FORT PIERCE

CITY OF

SEAW

C-09

C-10

BORROW AREA

CAPRON SHOAL

N O

R T

H B

E A

C H

T O S

O U T H

T T Y

4.1 N

U T

A L M

E S

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 ,0

CB-DUC04-20

FILL SLOPE SYMBOL

39+000

HARDBOTTOM

USCG

USACE

TYP

TOL

SVY

STA

RGE

NAVD

MLLW

MLW

HWM

FDEP

EOB

ECL

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

872 2212 D

R-40A

PROJECT OVERVIEW

C-11

C-08

C-07

REST.

DUNE

C-05

C-06

BEACH AND DUNE FILL AREA

G-02

-F

P B

R -G

Io o .D

G N

GRAPHIC SCALE

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

LOCATION

PROJECT

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

P R

O J E

C T O

V E

R V

DUNE IN PROFILE VIEW

FT LAUDERDALE

w/ 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

S H

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C T

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

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F O

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J .E .B

A U

G U

S T

G R

O U

P -1

-R -J

SHORELINE

APPROXIMATE

CHANNEL LIMITS

C-0

G E

N E

R A

BEACH SURVEY NOTES:

C-0

FT. PI

ERCE 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 ,0

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

-F

P B

R -G

Io o .d g n

GRAPHIC SCALE

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-0

P R

O J E

C T L

A Y

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R O J E

C T

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B E

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B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

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R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

P A

R T

M E

N T O

F T

H E A

R M

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M .R .2

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$STAMP$

S e p

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S T L

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F O

R T P

R C

J .E .B

A U

G U

S T

G R

O U

P -1

-R -J

C U

T -1

C U

T -2

R-3

T-4

R-4

R-3 4A

R-3 5A

R-3 7A

R-3 8A

R-3 9A

T-4 0A

T-3

T-3 6A

T-4 2A

T-4 1A

872 2213 K (TIDAL)

FT. PI

ERCE INLET

X ,0

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

-F

P B

R -G

Io o .d g n

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 ,0

A T L A N T I C O C E A N

G-04

GRAPHIC SCALE

1,000'500'0500'

G E

N E

R A

A N

H U

T C

S O

PROJECT CONTROL MAP P

O J E

C T C

O N

T R

O L D

O R

E P

R O

T E

C T

N P

R O J E

C T

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8 7 6 5 4 3 2

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T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

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R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

N /A

M .R .2

C O

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S O

F E

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$STAMP$

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V .M .B

S T L

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O U

H M

E N

F O

R T P

R C

J .E .B

A U

G U

S T

G R

O U

P -1

-R -J

R-3

T-4

R-4

R-3 4A

R-3 5A

R-3 7A

R-3 8A

R-3 9A

T-4 0A

T-3

T-3 6A

T-4 2A

T-4 1A

* 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°

(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

EROSIO

N C

ONTROL L

INE

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

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

P05

P08

P12

P29

P35

(X) EASTING (Y) NORTHING STATIONING

BASELINE

CONSTRUCTIONPLANE COORDINATES (NAD83(90))

EROSION CONTROL LINE

CONSTRUCTIO

N B

ASELIN

33+86533+865 34+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

DO9393

DO9392

DO9388

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

KIM

R-34

R-35

R-34A

7 7.

5 7.

P01

P05

P08

CL1

P10

P11

P02

P09

P07

P06

P04

P03

+11.0'

DUNE CREST

OF FILL

DUNE 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

o n o n

C-01

M A

T C

H L

A W

G C

-0

B E

A C

H A

C C

E S

150' ±

APPROX.

-F

P B

R -C

B .d g n

GRAPHIC SCALE

200'100'0100'

A T L A N T I C O C E A N

S T L

U C

N E

Y D

S E

A W

A Y D

SOUTH JETTY PARK

B E

A C

H A

C C

E S

SOUTH OCEAN DRIVE A1A

B E

A C

H C

O N

S T

R U

C T

N A

C C

E S

S O

U T

H J

E T

T Y

N O

R T

H J

E T

T Y

F O

P I E R C

L E T

B E

A C

H F

L P

L A

N S

T A

NOTES:

TRANSITION TO

(HORIZ. & VERT.)

180-FOOT BERM

S T

A 0S T

TRANSITION TO

(HORIZ. & VERT.)

170-FOOT BERM

S T

T O E

D G

E O

F S

O U

T H J

E T

T Y

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

17.2

17.1

17.0

16.6

16.4

15.7

15.5

15.2

14.8

14.6

14.3

14.1

14.0

13.8

13.7

13.5

13.4

13.3

13.2

13.1

13.0

12.9

12.8

12.7

12.6

12.5

12.4 12.4

12.4

12.3

12.2

12.1

12.0

11.9

11.8

11.7

11.4

11.3

11.2

11.1

10.9

10.7

10.5

10.3

10.2

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

6.5

6.4

6.3

6.2

6.1

6.0

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

3.4

3.2

3.1

2.4

2.2

2.1

1.7

0.8

0.7

0.1

+0.5

+0.7

+0.9

+1.0

+1.2

+1.8

+2.0

+2.1

+2.7

+3.1

+3.2

+3.3

+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

+5.5

+5.6

+5.8

+5.9

+6.2+6.2

+6.3

+6.4

+6.5

+6.6

+6.7

+6.7 +6.7

+6.7

+6.8

+6.9 +7.5

+7.6

+9.0

+9.2

+9.4 +9.6

+9.9

+10.0

+10.1

+10.2

+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

S H

O R

E P

R O

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C T

N P

R O J E

C T

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8 7 6 5 4 3 2

S O

A T

N N

E N

A M

D W

N B

C K

D B

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

N /A

M .R .2

C O

R P

S O

F E

N G

E E

R S

D R

A W

G D

A T

$STAMP$

S e p

V .M .B

S T L

U C

O U

N T

Y F

L O

B E

A C

H R

E N

O U

H M

E N

F O

R T P

R C

J .E .B

A U

G U

S T

G R

O U

P -1

-R -J

P12 P12

P10

P11 P14 P15 P16 P17 P18P13

R-37

R-35A

T-36 T-36A

(+11.0' NAVD88)

DUNE CREST

(STA. 36+025)

RESTORATION

END 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

o n o n

C-02

GRAPHIC SCALE

200'100'0100'

A T L A N T I C O C E A N

P O

R P

E A

V E

A V

A L

O N A

V E

G U

L F S

T R

E A

M A

V E

F R

A N

V E

SOUTH OCEAN DRIVE

A1A

M A

T C

H L

A W

G C

M A

T C

H L

A W

G C

170-FOOT BERM

S T

130-FOOT BERM

B E

A C

H F

L P

L A

N S

T A

O o n

NOTES:

o n

(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

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

1234567

8 7 6 5 4 3 2

S O

A T

N N

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A M

D W

N B

C K

D B

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

N /A

M .R .2

C O

R P

S O

F E

N G

E E

R S

D R

A W

G D

A T

$STAMP$

S e p

V .M .B

S T L

U C

O U

N T

Y F

L O

B E

A C

H R

E N

O U

H M

E N

F O

R T P

R C

J .E .B

A U

G U

S T

G R

O U

P -1

-R -J

17.9

17.6

17.5

17.4 17.4

17.4

17.2 17.1

17.1

16.9

16.8

16.7

16.5

16.4

16.3

16.2

16.0

15.9

15.6

15.4

15.3

14.9

14.7

14.6

14.4

14.2 14.1

14.1

14.0

13.9

13.8

13.7 13.7

13.6

13.5

13.4

13.3

13.2

13.1

13.0

12.9

12.8

12.8 12.8

12.8

12.7

12.6

12.5

12.4

12.3

12.2

12.1

12.0

11.9

11.8

11.7

11.6

11.6 11.5

11.2

11.2 11.0

10.8 10.8

10.8

10.4

10.1 10.0

9.8

9.4

9.1 8.8

8.3 8.3 8.3

7.9

7.5

7.1 7.1

6.3 6.1

5.1 4.1 3.9

3.5 2.32.2 1.9

0.8 0.3

+0.1 +0.9

+1.9 +2.1

+2.2

+3.6 +3.9

+4.3 +4.4

+4.6

+5.1

+5.5

+5.8 +5.9 +6.1

+6.2

+6.7

+7.3

+7.5

+8.1

+9.0

+9.2

+9.4

+10.0 +10.2

+10.5

+10.5 +10.6

+10.8

+10.9

+11.1

+11.3

+11.3 +11.3

+11.3

+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

o n o n

C-03

ILM

A T

C H

A W

G C

M A

T C

H L

A W

G C

A o n o n

GRAPHIC SCALE

200'100'0100'

-F

P B

R -C

B .d g n

A T L A N T I C O C E A N

A1A

A C

C E

S S

C O

N S

T R

U C

SOUTH OCEAN DRIVE

C R

E S

T V

W D

B E

A C

H F

L P

L A

N S

T A

130-FOOT BERM

1. HARDBOTTOM SURVEY IS DATED 2014.

NOTE:

OPTION A

R -3

BASE

(BASE)

TRANSITION

250 FOOT

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

1234567

8 7 6 5 4 3 2

S O

A T

N N

E N

A M

D W

N B

C K

D B

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

N /A

M .R .2

C O

R P

S O

F E

N G

E E

R S

D R

A W

G D

A T

$STAMP$

S e p

V .M .B

S T L

U C

O U

N T

Y F

L O

B E

A C

H R

E N

O U

H M

E N

F O

R T P

R C

J .E .B

A U

G U

S T

G R

O U

P -1

-R -J

P24 P26P25 P27P23P22 P20

P21 P19

R-37A R-38A

R-38

R-39

17.8

17.2

17.1

17.0

16.9 16.8

16.8

16.7

16.6

16.4

16.2

16.1

15.9

15.8

15.7

15.6

15.6 15.6

15.4

15.2

15.0

14.9

14.8

14.7

14.6

14.3

14.1

13.9

13.7

13.6

13.5

13.3

13.2

13.0

12.9

12.8

12.7

12.6

12.5

12.4

12.3

12.2

12.1

12.0

11.9

11.6

11.5

11.2

11.1

10.9

10.8

10.7

10.3

10.1 10.1

9.8

9.7

8.8

8.7

7.8

7.67.0

6.7 6.1

6.0 3.7

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

+6.7

+6.8

+6.9

+7.3

+7.6

+7.9

+8.2

+8.3

+8.6 +8.7

+9.6

+9.8

+10.0 +10.2

+10.5

+10.6

+10.8

+11.4

+11.5

+11.5+11.6

+12.3

+12.4

+12.5

+12.8

+13.6+13.8+13.8

P29

P35

CL2

P29

CL1

P28 P30 P31 P32 P34

P33

T-40 T-41

R-39A T-40A

T-41A

ECL

CBL

TOE OF FILL

APPROXIMATE

ELEV. + 6.1

CREST

SLOPED BERM

HARDBOTTOM

OPTION A

C-04

GRAPHIC SCALE

200'100'0100'

-F

P B

R -C

B .d g n

A T L A N T I C O C E A N

SURFSIDE DR

A1A

SOUTH OCEAN DRIVE

P L

O V

E R A

V E

T L

A N

M A

T C

H L

A W

G C

B E

A C

H F

L P

L A

N S

T A

S T

E N

D W

O R

K S

T A

1. HARDBOTTOM SURVEY IS DATED 2014.

NOTE:

o n o n

R -3

(OPTION A)

TRANSITION

250 FOOT

(OPTION B)

TRANSITION

250 FOOT130-FOOT BERM

OPTION B

S H

O R

E P

R O

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R O J E

C T

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T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

N /A

M .R .2

C O

R P

S O

F E

N G

E E

R S

D R

A W

G D

A T

$STAMP$

S e p

V .M .B

S T L

U C

O U

N T

Y F

L O

B E

A C

H R

E N

O U

H M

E N

F O

R T P

R C

J .E .B

A U

G U

S T

G R

O U

P -1

-R -J

16.3

16.0

15.7

15.3

15.1

14.9

14.6

14.4

14.0

13.9

13.5

13.4

13.3

13.2

13.1

13.0

12.9

12.8

12.7

12.6

12.5

12.4

12.3

12.2

12.1

12.0

11.9

11.8

11.7

11.6

11.5

11.4

11.3

11.2

11.1

11.0

10.9

10.8

10.7

10.6

10.4

10.1

10.0

9.8

9.7

9.6

9.5

9.4

8.5

8.2

7.3

6.9

6.7 6.3

6.2 5.8

4.8 3.2

2.6 1.5

0.8 +0.4

+1.1 +2.6

+2.7

+4.1

+4.2

+4.3

+4.5

+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

+7.4

+7.5

+7.6

+7.7

+7.8+8.0

+8.0

+8.3

+8.4

+8.6

+8.8

+9.0

+9.3 +9.6

+9.7

+9.9

+9.9+10.0

+10.3

+10.4

+10.6

+10.9

+10.9 +11.1

+11.4

+11.6

+11.8

+12.0

+12.1 +12.1

+12.3

+12.4

+12.5

+12.6

+13.2

+13.4

+13.9 +14.1

+14.6+14.7

12.

11.

10.

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. + 5.4

SLOPED BERM CREST

ELEV. + 5.4

ELEV. + 5.6

ELEV. + 5.7

S T

L U

S E

A W

A Y D

A1A

D R

N E

TRANSITI

ON A

REA

DUNE R

ESTORATIO

115' DUNE RESTORATION

65' LANDWARD OF CBL

50' SEAWARD OF CBL

100'50'050'

-F

P B

R -C

B .d g n

C-05

RESTORATIO

DUNE

85' L

ANDWARD30' S

EAWARD

N E R

E S

T O

R A

N S

T A

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

' 1

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

1234567

8 7 6 5 4 3 2

S O

A T

N N

E N

A M

D W

N B

C K

D B

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

N /A

M .R .2

C O

R P

S O

F E

N G

E E

R S

D R

A W

G D

A T

$STAMP$

S e p

V .M .B

S T L

U C

O U

N T

Y F

L O

B E

A C

H R

E N

O U

H M

E N

F O

R T P

R C

J .E .B

A U

G U

S T

G R

O U

P -1

-R -J

+0 .9

+1 .0

+1 .8

+2 .1

+3 .1

+3 .2

+3 .3

+3 .4

' +4

+5 .0

+5 .6

+6 .2

+6 .3 o n o n o n

+6 .4

+6 .5

+6 .6

DUNE TOE

APPROXIMATE

+6 .7

+6 .8

+6 .9

ELEV. VARIES

DUNE TOE OF FILL

+7 .5

+7 .6

1 0N 10

DUNE FILL SLOPE

SEE NOTE 1

+9 .0

+9 .2

+9 .4

+9 .6

+9 .9

+1 0.0

PARK

JETTY

SOUTH

E C

L P

T 8S T

E N

D O

F D

U N

S T

+1 0.1

+1 0.2

+1 0.4

+1 0.5

+1 0.7

+1 0.8

+1 1.1

+1 1.2

+1 1.5

+1 1.6

+1 2.0

DUNE FILL

END OF

ATLANTIC OCEAN

+1 2.1

+1 2.2

+1 2.8+1

3.3

R-3 4A

R-3

R-

M A

T C

H L

E D

R A

G C

-0 S

T A . 3

12.9

12.7

12.6

12.5

12.4

12.2

12.1

12.0

11.9

11.8

11.7

11.5 11.2

11.2

TOE OF FILL

APPROXIMATE

11.0

10.8 10.8

10.4

10.1

10.0

9.4

9.1

8.3

7.1

7.1 6.3

6.1 5.1

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

P O

R P

E A

V E

M A

T C

H L

A W

G C

A V

A L

100'50'050'

C-06

-F

P B

R -C

B .d g n

RESTORATION

DUNE

85' LANDWARD

30' SEAWARD

TRANSITION AREA

DUNE RESTORATION

TRANSITION AREA

DUNE RESTORATION

45' LANDWARD

65' SEAWARD

70' LANDWARD

25' SEAWARD

N E R

E S

T O

R A

N S

T A

GRAPHIC SCALE

(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

+0.1

S H

O R

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C T

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

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N /A

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$STAMP$

S e p

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P -1

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+0.9

+1.9

+2.1

+3.6

+3.93

+4.3

+4.4

+5.1

+5.5

+5.8

+5.9

+6.1

+6.2

+6.7

+7.3

+7.5

+8.1

ELEV. VARIES

DUNE TOE OF FILL

+9.0

S T

+10.2

DUNE TOE

APPROXIMATE

+10.5

SEE NOTE 1

+10.8

+10.9

1 ON 4

SLOPE

DUNE FILL

+11.1

+11.3

+11.3 +11.4

+11.4

+11.6

+11.6+11.7

(+11.0')

DUNE CREST

+13.3

1 ON 10

SLOPE

DUNE FILL

R-35A

T-36

1 ON 10

SLOPE

DUNE FILL

END OF

-F

P B

R -C

B .d g n

C-07

B E

A C

H F

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A L P

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C O

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R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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H O

W N

D E

S C

N N o

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O N

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S O

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L E F

L O

J A

C K

S O

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L E D

T R

P A

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$STAMP$

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BEACH FILL

FORESHORE BERM

BERM WIDTH VARIES

DUNE OFFSET

LANDWARD

OFFSET VARIES

SEAWARD DUNE

(ELEV. +7.4)

BEACH RENOURISHMENT

(ELEV. +11.0)

DUNE RESTORATION

SLOPED BEACH BERM

CONSTRUCTION PROFILE

PER BEACH WIDTH

ELEVATION VARIES

+ 1 FOOT TOLERANCE

E C

C B

VARIES

AT CBL

TRANSITION

SLOPED BERM

"B" 10'5'05'

"A" 100'50'050'

NOTES:

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800

E L E

V A

N I

N F

E E

T N

A V

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

+10

+20

+10

+20

NOT TO SCALE

DETAIL - BEACH FILL NEAR VEGETATION

CBL LOCATED AT RANGE "0"

TYPICAL PROFILE SECTION (PERPENDICULAR FROM CBL) 40+923 TO 41+173

STATION

BASELINE (CBL)

CONSTRUCTION

SOUTH TAPER

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

VEGETATION (SEE NOTE 2)

BEACH FILL

C B

EXISTING GRADE

- BEACH FILL -

- DUNE FILL -

D=DISTANCE TO DUNE TOE

NOT TO SCALE

EXISTING BEACH PROFILE

- 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)

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

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")

C B

OFFSET VARIES

SEAWARD DUNE

DUNE OFFSET

LANDWARD

(FT)

* DUNE WIDTH

VARIES

BEACH BERM DESIGN

BEACH DUNE DESIGN

(SEE DUNE DESIGN TABLE) (SEE DUNE DESIGN TABLE)

B L

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

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

-F

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D B

P L

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C A

L E

P L

O T D

A T

C O

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R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

N /A

M .R .2

C O

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$STAMP$

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R C

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A U

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P -1

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MONUMENT 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'

E L E

V A

N N

A V

0 100 200 300 400 500 600 700 800 900

E L E

V A

N N

A V

E C

C B

E L E

V A

N N

A V

0 100 200 300 400 500 600 700 800 900

E L E

V A

N N

A V

E C

C B

E L E

V A

N N

A V

0 100 200 300 400 500 600 700 800 900

E L E

V A

N N

A V

E C

C B

E L E

V A

N N

A V

0 100 200 300 400 500 600 700 800 900

E L E

V A

N N

A V

E L E

V A

N N

A V

0 100 200 300 400 500 600 700 800 900

E L E

V A

N N

A V

E C

C B

E C

C B

E L E

V A

N N

A V

0 100 200 300 400 500 600 700 800 900

E L E

V A

N N

A V

E C

C B

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+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 OFFSET

LANDWARD

BEACH FILL

AT CBL

TRANSITION

SLOPED 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

-F

P B

R -C

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P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

N /A

M .R .2

C O

R P

S O

F E

N G

E E

R S

D R

A W

G D

A T

$STAMP$

S e p

V .M .B

S T L

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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'

E L E

V A

N N

A V

0 100 200 300 400 500 600 700 800 900

E L E

V A

N N

A V

E L E

V A

N N

A V

0 100 200 300 400 500 600 700 800 900

E L E

V A

N N

A V

E C

C B

E L E

V A

N N

A V

0 100 200 300 400 500 600 700 800 900

E L E

V A

N N

A V

E L E

V A

N N

A V

0 100 200 300 400 500 600 700 800 900

E L E

V A

N N

A V

E L E

V A

N N

A V

0 100 200 300 400 500 600 700 800 900

E L E

V A

N N

A V

E L E

V A

N N

A V

0 100 200 300 400 500 600 700 800 900

E L E

V A

N N

A V

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20 +20

+10

+20

+10

+20

+10

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

C B

E C

C B

E C

C B

L E

C L

C B

E C

AT CBL

TRANSITION

BERM

SLOPED

(ELEV. +7.4)

RENOURISHMENT

BEACH

VEGETATION

BERM WIDTH VARIES

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)

C-10

-F

P B

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B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

N /A

M .R .2

C O

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S O

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D R

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A T

$STAMP$

S e p

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O U

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L O

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J .E .B

A U

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P -1

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PROFILE T-40

PROFILE T-40A

MONUMENT AT RANGE "0" RANGE, FEET

RANGE, FEET

125'

MONUMENT AT RANGE "0"

PROFILE T-41

"A" 200'100'0100'

"B" 20'10'010'

E L E

V A

N N

A V

0 100 200 300 400 500 600 700 800 900

E L E

V A

N N

A V

E L E

V A

N N

A V

0 100 200 300 400 500 600 700 800 900

E L E

V A

N N

A V

E L E

V A

N N

A V

0 100 200 300 400 500 600 700 800 900

E L E

V A

N N

A V

+20

+10+10

+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

C B

E C

C B

E C

C B

GRADE

EXISTING

AT CBL

TRANSITION

SLOPED BERM

(ELEV. +7.4)

RENOURISHMENT

BEACH

FORESHORE BERM

BEACH FILL

SLOPED BEACH BERM

BERM WIDTH VARIES

+1 FOOT TOLERANCE

VEGETATION

SCALE "B" (VERTICAL)

SCALE "A" (HORIZONTAL)

SCALE "B" (VERTICAL)

SCALE "A" (HORIZONTAL)

-43

-42

-4

-41

-4

-41

-41 -41

-41

-4

-40 -4

-40

-4

-40

-39 -39

-39

-3

-39

-3

-39

-3

-39

-38-38

-3

-38

-38-38

-3

-38

-3

-38

-37

-3

-37

-3 7-37

-37

-3

-37

-3

-3 7-36

-3

-36

-3

-36

-36 -36

-36

-3

-36

-35

-3

-35

-3

-35

-3

-35

-3

-34

-3

-34

-3

-33

-3

-33

-3

-32

-3

-32

-3

-31

-30

-3

-29

-2

-27

-26

-2

-25

ATLANTIC OCEAN

BORROW AREA

CAPRON SHOAL

GRAPHIC SCALE

-F

P B

R -C

B .d g n

C-11

NOTES:

800'400'0400'

C A

P R

O N S

H O

A L B

O R

R O

W 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.

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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906,936

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905,237

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1,126,637

1,121,469

1,126,036

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1,125,869

1,125,865

1,126,326

1,127,759

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1,130,426

1,130,923

(X) EASTING (Y) NORTHING

PLANE COORDINATES (NAD83(90)

CAPRON SHOAL BORROW AREA LIMITS

1A 2B

4D 5E

6F 7G 8H

3M1 4N

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)

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FP2012-03

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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,

G-01

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File details come from the government source that posted it. Updated Nov 14, 2017.