PLANS SPP FT PIERCE GROUP118RJ019.pdf

PDF 10 MB Posted Aug 21, 2020

Attached to: SHORE PROTECTION PROJECT, BEACH RENNOURISHMENT 2021, FT PIERCE, ST, LUCIE COUNTY, FLORIDA
Solicitation number: GROUP1-18-R-J019
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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GROUP1-18-R-J019

JACKSONVILLE DISTRICT

S T A T E O F F L O R I D A

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

GENERAL

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

ABBREVIATIONS AND SYMBOLS

G-03

G-05

PROJECT OVERVIEW

C-01

C-02

C-03

C-04

CIVIL

C-07

C-08

C-09

PROJECT CONTROL DATA

SHEET TITLESHEET ID

SHORE PROTECTION PROJECT

338+65 TO 352+00BEACH FILL PLAN - STA.

BEACH FILL PLAN - STA 352+00 TO 372+00

BEACH FILL PLAN - STA 372+00 TO 394+00

BEACH FILL PLAN - STA 394+00 TO 411+73

BEACH FILL TYPICAL PROFILE

BEACH FILL PROFILES

CAPRON SHOAL BORROW AREA

P R

O J

E C

BORROW AREA

S T. L U C I E C O U N T Y

G-04 PROJECT LAYOUT

C-05

C-06 PAYMENT AND ACCEPTANCE PROFILES

of Engineers

US Army Corps

SOLICITATION NO.:

ST. LUCIE COUNTY, FLORIDA

C-10

FORT PIERCE BEACH RENOURISHMENT 2021

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ORANGE AVE.

FT.

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I-95

A1A

INDIAN RIVER

C I T Y OF F T . P I E R C E

DRAWING SET TABLE OF CONTENTS

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DRAWING SET TABLE OF CONTENTS

TERMS AND ABBREVIATIONS

DISCIPLINE DESIGNATOR

FILL SLOPE INDICATOR SYMBOL

WITH STATIONING

CONSTRUCTION BASELINE POINT

WITH NOTATION

EXISTING CONTOUR LINE

(PLAN VIEW)

BEACH FILL AREA

116 + 000

(PROFILE VIEW)

BEACH FILL

4.5 +4.8

PROJECT LEGEND

200'0 100'

PLAN

NORTH INDICATOR

GRAPHIC SCALE

TITLE

DRAWING AREA TITLE REDUCED TO FIT

400'0 200'20' 40'0

DRAWING WHERE SHOWN

GRAPHIC SCALE

TITLE

REDUCED TO FITDRAWING AREA TITLE WITH ASYMMETRICAL SCALES

C - CIVIL

G - GENERAL

BEACH FILL

A/C-10

VB-JH99-22

VIBRACORE BORING

WITH CBL STATIONING

EROSION CONTROL LINE / POINT 0836-1234

14.0MAXIMUM EXCAVATION DEPTH

(SEE NOTE 3)

SOUNDING / ELEV.

0836-1234

(1' VERTICAL TO X' HORIZONTAL)

FILL SLOPE LABEL 1 on X

R -6

FDEP RANGE MONUMENT

116 + 000

WITH CBL / POINT

EROSION CONTROL LINE / POINT 0836-1234

FILL IN PROFILE VIEW

HARDBOTTOM

WORK/STAGING AREA AND ACCESS

BEACH SURVEY NOTES

REFERENCE SYMBOL KEY

HORIZONTAL AND VERTICAL CONTROL POINT

VERTICAL CONTROL POINT ONLY

IN THE DIRECTION OF ARROW

MONUMENT FALL OF THE PAGE

VERT

450+00

USCG

USACE

TYP

TOS

TOL

TOB

STA

SBC

RGE

RFI

N.T.S.

NOAA

NAVD88

NAD83

MLW

MLLW

MHW

HORZ

FDOT

FDEP

LEOB

EXIST

ECL

DWG

CBL

BLVD

APPROX

VERTICAL

CBL STATION

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

STATION

STREET

SQUARE FEET

SEAWARD BERM CREST

RANGE

REQUEST FOR INFORMATION

ROAD

POINT OF INTERSECTION

NOT TO SCALE

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN VERTICAL DATUM OF 1988

NORTH AMERICAN DATUM OF 1983

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LINEAR FOOT

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

LANDWARD EDGE OF BERM

EXISTING

ELEVATION

EROSION CONTROL LINE

DRAWING

COUNTY ROUTE

CENTERLINE

CONSTRUCTION BASELINE

BOULEVARD

APPROXIMATE

GENERAL NOTES

CAPRON SHOAL BA SV FLORIDA II24 & 27 JUL 2018

AREASURVEY VESSELDATE OF SURVEY

OPERATING AS 240KHZ.

6. VERTICAL MEASUREMENTS WERE MADE USING AN R2SONIC 2026 MBES,

AFTER SURVEY OPERATIONS.

DI3923) WAS USED TO VERIFY WATER SURFACE ELEVATION PRIOR TO AND

5. A TIDE STAFF SET FROM NGS TIDAL BENCHMARK “872 2213 K TIDAL”(PID:

SURVEY CONTROL TABLE FOR THIS POSITION.

REFERENCE BASE LOCATED AT “T 633”. REFER TO THE ACCOMPANYING

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:

4. THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS

SIGN.

ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEEDED BY A (+)

AMERICAN VERTICAL DATUM OF 1988 (NAVD88) UTILIZING GEIOD12A. ALL

3. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO THE NORTH

NORTH AMERICAN DATUM OF 1983, REALIZATION OF 2011 (NAD83 (2011)).

PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO THE

2. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

1. REFER TO SURVEY #18-211.

WRITTEN CONSENT.

16. ADDITIONS OR DELETIONS TO THIS SURVEY MAP ARE PROHIBITED WITHOUT

ELEVATION OF 5.48 FEET NAVD 88.

ELEVATED FROM THE N.G.S. DEEP ROD MONUMENT "2212 C 2013", HAVING AN

15. WATER SURFACE ELEVATIONS WERE VERIFIED USING A TIDE GAUGE

CONTROL TABULATION.

STATION POSITIONED FROM CONTROL MONUMENTATION AS SHOWN IN THE

GPS RECEIVER WITH REAL TIME CORRECTIONS APPLIED FROM A LOCAL BASE

14. HORIZONTAL AND VERTICAL POSITIONING UTILIZED A TRIMBLE SPS 852 RTK

kHz.

SOUNDER WITH A RESOLUTION 0.1'AND OPERATING AT A FREQUENCY OF 200

13. SOUNDINGS WERE OBTAINED USING AN ODOM CVM DIGITAL SURVEY ECHO

12. UNDERGROUND UTILITIES AND IMPROVEMENTS WERE NOT LOCATED.

ACCURACY IS IMPLIED BY THIS MAP.

INTENTION IS FOR INFORMATION PURPOSES ONLY, NO PHOTOGRAPHIC

11. IF AERIAL IMAGERY IS DISPLAYED ON THESE DRAWINGS, ITS SOLE

DEPARTMENT OF TRANSPORTATION.

10. AERIAL IMAGERY WAS TAKEN IN 2018, AND WAS PROVIDED BY THE FLORIDA

REPRESENTS THE EXISTING CONDITIONS ON THE DATE OF THE FIELD SURVEY.

9. TOPOGRAPHIC AND BATHYMETRIC INFORMATION DEPICTED ON THIS SURVEY

8. ONSHORE DATA WERE COLLECTED SEPTEMBER 26, 2019.

7. OFFSHORE DATA WERE COLLECTED OCTOBER 16, 2019.

CONTROL TABULATION.

6. ELEVATIONS ARE BASED ON CONTROL MONUMENTATION AS SHOWN IN THE

AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

5. ELEVATIONS SHOWN ARE IN FEET AND ARE REFERENCED TO THE NORTH

IN THE CONTROL TABULATION.

4. GRID COORDINATES ARE BASED ON CONTROL MONUMENTATION AS SHOWN

DATUM OF 1983, NGS ADJUSTMENT OF 1990 (NAD 83/90).

FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN

3. GRID COORDINATES SHOWN ARE IN FEET, AND ARE REFERENCED TO THE

DATED OCTOBER 16, 2019, COMMISSION NUMBER: 35304-5.

COLLECTED BY MORGAN & EKLUND, INC. FOR TAYLOR ENGINEERING, INC.,

2. THIS SURVEY WAS NOT COLLECTED BY THE USACE. THIS SURVEY WAS

1. SURVEY 20-155

FROM CONTROL MONUMENT "210".

9. WATER SURFACE ELEVATIONS WERE VERIFIED TO A TIDE STAFF ELEVATED

THE EXISTING CONDITIONS ON THE DATE OF THE FIELD SURVEY.

8. HYDROGRAPHIC INFORMATION DEPICTED ON THIS SURVEY REPRESENTS

kHz.

SOUNDER WITH A RESOLUTION 0.1' AND OPERATING AT A FREQUENCY OF 200

7. SOUNDINGS WERE OBTAINED USING AN ODOM CVM DIGITAL SURVEY ECHO

CONTROL TABULATION.

STATION POSITIONED FROM CONTROL MONUMENTATION AS SHOWN IN THE

GPS RECEIVER WITH REAL TIME CORRECTIONS APPLIED FROM A LOCAL BASE

6. HORIZONTAL AND VERTICAL POSITIONING UTILIZED A TRIMBLE SPS 852 RTK

FOOT.

SHOWN IN THE CONTROL TABLE AND ARE IN THE UNITS OF THE U.S. SURVEY

5. GRID COORDINATES AND ELEVATIONS ARE BASED ON THE MONUMENTS AS

OF 1988 (NAVD88).

4. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM

1983, 1990 ADJUSTMENT (NAD83/90).

SYSTEM OF 1983, FLORIDA EAST ZONE (0901), NORTH AMERICAN DATUM OF

3. GRID COORDINATES ARE REFERENCED TO THE STATE PLANE COORDINATE

COLLECTED OCTOBER 1, 2013, DRAWINGS DATED OCTOBER 4, 2013.

COLLECTED BY MORGAN & EKLUND, INC. FOR TAYLOR ENGINEERING, INC.,

2. THIS SURVEY WAS NOT COLLECTED BY THE USACE. THIS SURVEY WAS

1. REFER TO SURVEY #20-191.

BORROW AREA SURVEY NOTES (18-211)

BORROW AREA SURVEY NOTES (20-191)

C-04 WAS IDENTIFIED BY OTHERS IN 2014 FOR ST. LUCIE COUNTY.

8. THE BENTHIC HABITAT AND HARDBOTTOM MAPPING SHOWN ON DWGS C-01 TO

SHOWN ON THIS SHEET.

SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS

APPLICABLE. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS

ARE PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT

7. THE LEGENDS ON THIS SHEET ARE COMPOSED OF STANDARD SYMBOLS AND

TO BE USED FOR MEASUREMENTS (2018 AERIAL IMAGERY FROM FDOT).

SHOWN ON THESE DRAWINGS IS FOR GENERAL INFORMATION ONLY AND IS NOT

PERFORMANCE OF CONSTRUCTION OF THIS PROJECT. THE AERIAL IMAGERY

LOCATION OF ALL SUCH FEATURES THAT ARE NECESSARY FOR OR AFFECT THE

LOCATED BY SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE

THESE DRAWINGS ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY

6. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES DEPICTED ON

DUE TO MINOR DIFFERENCES IN THE BEARING.

ESTABLISHED AZIMUTHS OF FDEP’S RANGE MONUMENTS WILL VARY SLIGHTLY

(CBL). POSITIVE VALUES INDICATE SEAWARD DISTANCE. DISTANCES ALONG

FEATURES ARE MEASURED PERPENDICULAR TO THE CONSTRUCTION BASELINE

5. UNLESS OTHERWISE INDICATED, BERM WIDTHS AND OTHER TEMPLATE

ARE IN THE UNITS OF U.S. SURVEY FEET.

4. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS

ABOVE REFERENCED DATUM ARE ASSIGNED THE PLUS SYMBOL (+).

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ALL ELEVATIONS SHOWN

3. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE REFERENCED TO THE

OF 1983 (NAD83(2011)).

ARE REFERENCED TO THE 2011 ADJUSTMENT OF THE NORTH AMERICAN DATUM

THE STATE PLANE COORDINATE SYSTEM OF 1983, FLORIDA EAST ZONE (0901), AND

2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS ARE SHOWN IN

THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN

ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE U.S.

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EACH

CAUSEW

LAKE

OKEECHOBEE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WEST

CANAVERAL

PALM BEACH

NOT TO SCALE

MEXICO

GULF

OCEAN

ATLANTIC

FT. PIERCE

FORT PIERCE

CITY OF

SEAW

BORROW AREA

CAPRON SHOAL

N O

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O U T H

T T Y

4.1 N

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A L M

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Y=1,140,000

Y=1,135,000

Y=1,130,000

Y=1,125,000

Y=1,150,000

X ,0

LOCATION MAP

LOCATION

PROJECT

I N D I A

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I V E R

F T.

P I

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I N L E T

FT LAUDERDALE

Y=1,145,000

Y=1,150,000

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G-03

PROJECT OVERVIEW

Y=1,145,000

-F

P B

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Io o .d g n

2000' 4000'0

SOUTH JETTY

X ,5

BASE

OPTION A

R-34 (STA. 338+65)

R-39A (STA. 395+00)

T-41 (STA. 411+73)

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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 1A

872 2213 K TIDAL

PIERCE 2 RM 5

FH 14 USE

94 77 A 27

94 77 A 23

DESIGNATION PID NORTHING EASTING NAVD88

SURVEY CONTROL (SURVEY #20-191)

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

SHORELINE

APPROXIMATE

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

CHANNEL LIMITS

G-04

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C T L

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T -F

P B

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Io o .d g n

PROJECT LAYOUT

500' 1000'0

X ,0

SEE SURVEY CONTROL DETAIL

SURVEY CONTROL DETAIL

250' 500'0

FT. PI

ERCE INLET

202203

PIERCE 2 RM 5

SHORELINE

APPROXIMATE

AS PROJECT CONTROL.

THESE HORIZONTAL AND VERTICAL POSTIONS BEFORE USING

AS TO THE ACCURACY OF THESE COORDINATES. VERIFY

THE USACE JACKSONVILLE DISTRICT PORVIDES NO WARRANTY

PARTY/SPONSOR PROVIDED SURVEY EFFORT.

2. THE VALUES SHOWN ABOVE ARE THE RESULT OF A THIRD

FOR HORIZONTAL CONTROL.

1. "SC" INDICATES A SCALED HORIZONTAL POSITION; DO NOT USE

NOTES

PIERCE 2 RM 5

FH 14

94 77 A 27

94 77 A 23

872 2213 K TIDAL

1,140,540.SC

1,140,360.63

1,143,782.20

1,131,990.31

1,139,897.98

1,140,868.14

1,140,911.44

1,140,917.15

886,100.SC

884,086.66

884,416.31

887,886.93

883,348.96

886,214.49

886,241.91

886,268.15

6.40

3.02

5.86

3.07

1.64

10.71

7.10

6.88

AF3221

AF6794

AF6521

AF6631

DI3923

N/A

SHORELINE

APPROXIMATE

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R-3 5A

R-3 7A

R-3 8A

R-3 9A

T-4 0A

T-3

T-3 6A

T-4 1A

P02

P03

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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

886,286.53 1,140,910.35 33+865.00

CL1

P01

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

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

A N

H U

T C

G-05

G E

N E

R A

P R

O J E

C T C

O N

T R

O L D

A T

A -F

P B

R -G

Io o .d g n

500' 1000'0

PROJECT CONTROL DATA

DESIGNATION PID NORTHING EASTING NAVD88

PIERCE 2 RM 5

872 2212 B

872 2212 C

872 2213 K TIDAL

AF3221

DO9391

DO9392

DI3923

6.40

5.99

5.48

1.64

DESIGNATION PID NORTHING EASTING NAVD88

DI3923

DI3927

1.64

1.85

SURVEY CONTROL (SURVEY #20-155)

SURVEY CONTROL (SURVEY #18-211)

FOR HORIZONTAL CONTROL.

NOTE: "SC" INDICATES A SCALED HORIZONTAL POSITION DO NOT USE

872 2212 C 872 2212 B

T63

PIERCE 2 RM 5

FT. PI

ERCE INLET

SURVEY CONTROL DETAIL

250' 500'0

SEAWAY DRIVE

872 2213 K TIDAL

T 633

872 2212 C

872 2212 B

PIERCE 2 RM 5

1,140,540.SC

1,140,971.88

1,140,886.36

1,139,897.98

886,100.SC

886,484.57

886,171.83

883,348.96

1,139,897.98

1,122,363.42

883,348.96

891071.61

SEE SURVEY CONTROL DETAIL

AS PROJECT CONTROL.

THESE HORIZONTAL AND VERTICAL POSTIONS BEFORE USING

AS TO THE ACCURACY OF THESE COORDINATES. VERIFY

THE USACE JACKSONVILLE DISTRICT PORVIDES NO WARRANTY

PARTY/SPONSOR PROVIDED SURVEY EFFORT.

2. THE VALUES SHOWN ABOVE ARE THE RESULT OF A THIRD

FOR HORIZONTAL CONTROL.

1. "SC" INDICATES A SCALED HORIZONTAL POSITION; DO NOT USE

NOTES:

SHORELINE

APPROXIMATE

R-34

R-35

R-34A

P01

P05

P08

CL1

P02

P09

P07P06

P04

P03

M A

T C

H L

D R

A W

G C

-0

B E

A C

H F

L P

L A

N S

T A

100' 200'0 C-01

B E

A C

H F

L P

L A

N S

T A T

O S

T A

-F

P B

R -C

B .d g n

SHEET GENERAL NOTES

BEACH FILL PLAN

150' ±

E B

F L

O O

4. CONTRACTOR CANNOT STAGE EQUIPMENT ON VEGETATION.

AVAILABLE FROM THE GOVERNMENT UPON REQUEST.

3. CHANNEL CONTROL FOR FORT PIECE HARBOR ARE

THE CONTRACTING OFFICER

OUT LOCATION WILL BE SHOWN TO THE CONTRACTOR BY

2. ACTUAL LIMITS OF CONTRACTOR WORK AREA AND PUMP

PIPELINE ROUTE.

ACCESS OVER THE SOUTH JETTY OVERLAND

COMPLIANT WOODEN WALKOVER FOR PEDESTRIAN

1. THE CONTRACTOR IS REQUIRED TO CONSTRUCT A DUAL ADA

o n

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

SOUTH OCEAN DRIVE A1A

S O

U T

H J

E T

T Y

SOUTH JETTY SPUR

N O

R T

H J

E T

T Y

F O

P I E R

L E T

TO EXISTING JETTY

PLACE FILL AS CLOSE AS PRACTICAL

HARDBOTTOM

TOE OF FILL

APPROXIMATE

T O E

D G

E O

F S

O U

T H J

E T

T Y

120' FLAT BERM BASE

ECL

CBL

(SEE NOTE 1)

FOR ACCESS OVER PIPELINE

CONTRACTOR'S WOODEN WALKOVER

BEACH ACCESS

(SEE NOTE 3)

FORT PIERCE HARBOR CHANNEL

AND PUMPOUT LOCATION (SEE NOTE 2)

CONTRACTOR'S WORK AREA

APPROXIMATE AREA OF

o n

100' FLAT BERM

(SEE NOTE 4)

BEACH STAGING AREA

S T

EL. +5.3' NAVD88

OF SLOPED BERM

SEAWARD EDGE

EL. +6.8' NAVD88

OF FLAT BERM

SEAWARD EDGE

F L A T

FLAT BERM WIDTH

TRANSITION

17.9

17.5

17.2

17.1

16.9 16.9

16.7

16.6

16.6 16.5

16.4

16.1

15.9

15.7

15.2

15.0

14.5

14.3

14.2

14.1

13.9

13.8

13.7

13.6

13.5

13.4

13.3

13.2

13.1

13.0

12.9

12.7

12.5

12.4

12.3

12.2

12.1

12.0

11.9

11.8

11.7

11.5

11.4

11.2

11.1

11.0

10.5

10.2

9.8

9.7

9.5

9.3

9.2

8.8

8.7

8.6

8.5

8.3

8.0

7.8

7.5

7.4

7.0

6.6

6.5

6.4

5.9

5.8

5.7

5.6

5.5

5.4

5.3

5.2

5.0

4.7

4.5

4.4

4.1

4.0

3.8

3.7

3.3

3.2

3.1

3.0

2.9

2.4

1.3

0.7

0.6

+0.3

+2.0

+2.3

+2.8

+6.1 +6.2 +6.5

+6.6

+6.7

+7.2

+8.6

+9.1

+9.2

+9.6

+9.9

+10.4

+10.6

+11.2

+11.3

+11.4

+11.5

+11.6

+11.7

+11.7 +11.7

+11.7

+11.8

+12.1

+14.1

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\St Lucie Co--112339--Ft Pierce--113090\Ft. Pierce FY20\080 - Plans\05 Civil\C-01

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

R E

L Y

E A

U S

L E

E A

U S

L E

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

S T L

U C

O U

N T

Y F

L O

A G

R O

U P -1

-R -J

J U

N E

F T P

R C

E B

E A

C H R

E N

O U

H M

E N

P12

P10

P11 P14 P15 P16 P17 P18P13

R-37

R-35A

T-36 T-36A

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

ECL

CBL

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

100' FLAT BERM

TOE OF FILL

APPROXIMATE

o n

HARDBOTTOM

BASE

100' 200'0

B E

A C

H F

L P

L A

N S

T A T

O S

T A

C-02

BEACH FILL PLAN

-F

P B

R -C

B .d g n

12.7

EL. +5.3' NAVD88

OF SLOPED BERM

SEAWARD EDGE

o n

S T

A o n o n

BERM WIDTH

TRANSITION FLAT 70' FLAT BERM

BERM WIDTH

TRANSITION FLAT 40' FLAT BERM

EL. +6.8' NAVD88

OF FLAT BERM

SEAWARD EDGE

F L

A T

F L

A T

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\St Lucie Co--112339--Ft Pierce--113090\Ft. Pierce FY20\080 - Plans\05 Civil\C-02

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

R E

L Y

E A

U S

L E

E A

U S

L E

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

S T L

U C

O U

N T

Y F

L O

A G

R O

U P -1

-R -J

J U

N E

F T P

R C

E B

E A

C H R

E N

O U

H M

E N

18.3

18.1

18.0

17.9

17.8

17.6

17.6 17.6

17.6

17.5

17.5 17.5

17.4 17.4

17.1

17.0

16.9

16.8

16.7

16.6

16.5

16.3

16.2

16.1

16.0

15.9

15.6

15.5

15.4

15.2

14.9

14.7

14.5

14.3

14.2

14.1

14.0

13.9

13.8

13.7

13.6

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

11.2

11.1 11.0

10.5 10.4

9.7 9.5

9.4

8.58.3 8.0

7.2 7.2 6.7

6.1

4.8 4.8

4.6

3.6

3.3

3.0

1.5 1.1

0.7

+0.9

+0.9 +1.3

+3.2 +3.5

+3.7 +5.4 +5.6

+5.8

+5.9 +6.8

+6.9

+7.2

+8.1 +8.4

+8.9

+9.2

+9.6

+10.0

+10.1

+10.6

+10.7

+11.2 +11.3

+11.3

+11.5

+11.6 +11.6

+11.6 +11.7

+12.1

+12.3 +12.4

+13.1

+14.0

T C

H L

A W

G C

M A

T C

H L

A W

G C

A o n

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

ECL

CBL

A1A

SOUTH OCEAN DRIVE

C R

E S

T V

W D

TOE OF FILL

APPROXIMATE

HARDBOTTOM

BASE

100' 200'0

C-03

B E

A C

H F

L P

L A

N S

T A T

O S

T A

BEACH FILL PLAN

-F

P B

R -C

B .d g n

CONSTRUCTION ACCESS

EL. +5.3' NAVD88

OF SLOPED BERM

SEAWARD EDGE

o n o n o n

40' FLAT BERM

EL. +6.8' NAVD88

OF FLAT BERM

SEAWARD EDGE

F L

A T

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\St Lucie Co--112339--Ft Pierce--113090\Ft. Pierce FY20\080 - Plans\05 Civil\C-03

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

R E

L Y

E A

U S

L E

E A

U S

L E

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

S T L

U C

O U

N T

Y F

L O

A G

R O

U P -1

-R -J

J U

N E

F T P

R C

E B

E A

C H R

E N

O U

H M

E N

P24 P26P25 P27P23P22P21P19 P20

R-37A R-38A

R-38

R-39

17.8

17.7

17.4

17.3

17.1 17.1

17.1

17.0

16.9

16.8

16.7

16.4

16.2

16.1

16.0

15.9

15.8

15.7

15.6

15.3

15.2

15.1

14.8

14.7

14.6

14.4

14.3

14.2

14.1

14.0

13.9

13.8

13.7

13.5

13.4

13.2

13.1

12.9

12.8

12.7

12.5

12.4

12.3

12.1

12.0

11.9

11.8

11.7 11.7

11.7

11.6

11.5 11.4

11.4

11.0

10.7

10.5

10.2

9.5

9.0 7.5

7.5

6.1 5.3

4.0 3.7

2.2 2.2

-0.0 +0.1

+2.1 +2.4

+3.8 +4.0

+5.2 +5.9

+7.0

+7.4 +9.5

+9.7

+9.9 +10.2

+10.2

+10.3 +11.4

+11.5

+11.7

+11.8

+11.9

+12.8

+12.9

+13.9 +14.5

P29

CL1

P28 P30 P31 P32

P34

P33

T-40 T-41

R-39A T-40A

T-41A

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\St Lucie Co--112339--Ft Pierce--113090\Ft. Pierce FY20\080 - Plans\05 Civil\C-04

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

R E

L Y

E A

U S

L E

E A

U S

L E

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

S T L

U C

O U

N T

Y F

L O

A G

R O

U P -1

-R -J

J U

N E

F T P

R C

E B

E A

C H R

E N

O U

H M

E N

15.9

15.6

15.4

15.2

15.1

14.8

14.6

14.5

14.4

14.3

14.2

14.0

13.6

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

11.9

11.8

11.7

11.6

11.5

11.3

11.2

11.1

11.1 11.0

11.0

10.9

10.7

10.7 10.7

10.5

10.4

10.3

10.2

10.0 10.0

9.6 8.9

8.0 7.7

6.45.1

4.02.9

1.80.9

+0.3 +1.3

+2.0 +3.2

+3.2 +4.9

+5.2 +6.0

+6.6 +6.7 +7.3

+9.8 +10.3

+10.9 +11.2

+11.8

+12.2

+12.4

+12.6

+13.0

+13.5

+13.7

+13.9

+14.9

P29

P35

CL2

-F

P B

R -C

B .d g n

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

ECL

CBL

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

TOE OF FILL

APPROXIMATE

HARDBOTTOM

o n

OPTION A

100' 200'0

C-04

B E

A C

H F

L P

L A

N S

T A T

O S

T A

-F

P B

R -C

B .d g n

BEACH FILL PLAN

TRANSITION

250 FOOT

BASE

S T

A o n

EL. +5.3' NAVD88

OF BERM CREST

SEAWARD EDGE

EL. +6.8' NAVD88

OF BERM CREST

LANDWARD EDGE

S T

IF OPTION A IS NOT AWARDED

POTENTIAL 250' BERM TRANSITION

S T

E N

D W

O R

K S

T A o n o n

40' FLAT BERM

BERM WIDTH

TRANSITION FLAT 50' FLAT BERM

F L

B E

A C

H F

L T

Y P

A L P

R O

C-05

-F

P B

R -C

B .d g n

SHEET GENERAL NOTES

EXISTING VEGETATION" PARAGRAPH FOR MORE INFORMATION.

2. SEE SPECIFICATION SECTION 35 20 25 "PROTECTION OF

BE REPLACED AT THE CONTRACTOR'S EXPENSE.

1. EXISTING VEGETATION IMPACTED BY THE CONTRACTOR WILL

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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US Army Corps

U .S

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S I

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J A

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S O

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L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

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L E F

R E

L Y

E A

U S

L E

E A

U S

L E

S H

O R

E P

R O

T E

C T

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R O J E

C T

S T L

U C

O U

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L O

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U P -1

-R -J

J U

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F T P

R C

E B

E A

C H R

E N

O U

H M

E N

BEACH FILL

CONSTRUCTION PROFILE

+ 1 FOOT VERTICAL TOLERANCE

E C

C B

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

+10

+20

+10

+20

NOT TO SCALE

DETAIL - BEACH FILL NEAR VEGETATION

VEGETATION (SEE NOTE 2)

BEACH FILL

C B

EXISTING GRADE

TYPICAL PROFILE SECTION (PERPENDICULAR FROM CBL)

50' 100'0 0 5' 10'

HORIZONTAL VERTICAL

90'

VARIES

ELEV. +6.8'

ELEV. +5.3'

C-06

P A

Y M

E N

T A

N D A

C C

E P

T A

N C

E P

R O

E S

-F

P B

R -G lo o .d g n

(TYPICAL SECTION)

PAYMENT AREA

TOLERANCE TEMPLATE AREA

REQUIRED TEMPLATE AREA

A(P) = PAYMENT AREA

A(T) = TOLERANCE AREA

A(R) = REQUIRED AREA

(TYPICAL SECTION)

PAYMENT AREA

(TYPICAL SECTION)

ACCEPTANCE

NOT TO SCALE

SURVEYED CONDITION

PRE-CONSTRUCTION

SURVEYED CONDITION

PRE-CONSTRUCTION

SURVEYED CONDITION

PRE-CONSTRUCTION

TOLERANCE

CONSTRUCTION

PAY SURVEY

CONSTRUCTION

POST-

TEMPLATE

REQUIRED

WATERLINE (VARIES)

PAY SURVEY

CONSTRUCTION

POST-

TOLERANCE

CONSTRUCTION

WATERLINE (VARIES)

A(P)

SURVEYED CONDITION

PRE-CONSTRUCTION

PAY SURVEY

CONSTRUCTION

POST-

TOLERANCE

CONSTRUCTION

WATERLINE (VARIES)

TEMPLATE

REQUIRED

PAY SURVEY

CONSTRUCTION

POST-

TOLERANCE

CONSTRUCTION

WATERLINE (VARIES)

TEMPLATE

REQUIRED

A(P)A(P)

SURVEYED CONDITION

PRE-CONSTRUCTION

TOLERANCE

CONSTRUCTION

WATERLINE (VARIES)

TEMPLATE

REQUIRED

BEACH BERM ACCEPTANCE PROFILES

BEACH BERM PAYMENT PROFILES

A(R)

A(T)

SLOUGH ZONE

UP-SLOPE

A(T)

A(P)

FLAT BERM

A(P) CANNOT BE GREATER THAN A(T)

A(P) MUST BE GREATER THAN OR EQUAL TO A(R)

A(R) ≤ A(P) ≤ A(T)

NOTES:

SEE NOTE 2

NOTES:

(SEE NOTE 1)

ACCEPTANCE SURFACE

AND FINAL GRADING

POST-CONSTRUCTION

TEMPLATE

REQUIRED

BERM

SLOPED

FORESHORE BERM

3. LANDWARD OF THE SLOPED BERM OR AT THE FLAT BERM CREST, PAYMENT WILL BE DEDUCTED IF A(P) IS LESS THAN A(R).

2. NO PAYMENT WILL BE MADE FOR MATERIAL ABOVE TOLERANCE LANDWARD OF THE SLOPED BERM SHOWN.

1. NO PAYMENT WILL BE MADE FOR SQUARE FOOTAGE OF A(P) GREATER THAN A(T).

AS DETERMINED BY THE CONTRACTING OFFICER.

2. MINOR SLOUGHING AT SEAWARD TOE CAUSED BY WAVES AND CURRENTS MAY BE ACCEPTABLE

ON-SITE GOVERNMENT REPRESENTATIVE TO VERIFY IF THE SURFACE QUALIFIES FOR ACCEPTABLE.

NO SURVEY IS REQUIRED FOLLOWING FINAL GRADING. THE FINAL GRADING CONDITION WILL BE INSPECTED BY THE

1. FINAL ACCEPTANCE SURFACE SHALL BE GRADED BETWEEN THE REQUIRED TEMPLATE AND TOLERANCE TEMPLATE.

S O

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D B

D E

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M A

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S U

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D B

D A

T E

C O

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R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

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US Army Corps

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S I

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J A

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S O

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L E D

T R

A N M

A R

C O B

L V

J A

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S O

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L E F

R E

L Y

E A

U S

L E

E A

U S

L E

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

S T L

U C

O U

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L O

A G

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U P -1

-R -J

J U

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F T P

R C

E B

E A

C H R

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SHEET GENERAL NOTES

C-07

B E

A C

H F

L P

R O

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-F

P B

R -C

B .d g n

PLAN SHEETS C-01 TO C-04.

RANGE MONUMENT AZIMUTHS AS SHOWN ON

1. DISTANCES SHOWN ARE MEASURED ALONG THE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

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R A

C T N

C H

E C

K E

D B

D R

A W

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U E D

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US Army Corps

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L E D

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A N M

A R

C O B

L V

J A

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L E F

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L Y

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U S

L E

E A

U S

L E

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

S T L

U C

O U

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L O

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-R -J

J U

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F T P

R C

E B

E A

C H R

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O U

H M

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DISTANCE SEAWARD OF RANGE MONUMENT (FEET)

BEACH FILL

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 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

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10+10

+20+20

+10

+20

+10 +10

+20

GRADE

EXISTING

+1 FOOT TOLERANCE

100' 200'0 10' 20'0100' 200'0 10' 20'0

HORIZONTAL VERTICAL

C-01

100' 200'0 10' 20'0100' 200'0 10' 20'0

HORIZONTAL VERTICAL

C-01

PROFILE FDEP RANGE R-34A

PROFILE FDEP RANGE R-35

100' 200'0 10' 20'0100' 200'0 10' 20'0

HORIZONTAL VERTICAL

C-02

PROFILE FDEP RANGE R-35A

100' 200'0 10' 20'0100' 200'0 10' 20'0

HORIZONTAL VERTICAL

C-02

PROFILE FDEP RANGE T-36

100' 200'0 10' 20'0100' 200'0 10' 20'0

HORIZONTAL VERTICAL

C-02

PROFILE FDEP RANGE T-36A

100' 200'0 10' 20'0100' 200'0 10' 20'0

HORIZONTAL VERTICAL

C-02

PROFILE FDEP RANGE R-37

ELEV. +6.8'

ELEV. +5.3'

99.5'132.6'

VEGETATION

C-08

B E

A C

H F

L P

R O

E S

-F

P B

R -C

B .d g n

PLAN SHEETS C-01 TO C-04.

RANGE MONUMENT AZIMUTHS AS SHOWN ON

1. DISTANCES SHOWN ARE MEASURED ALONG THE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

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L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

R E

L Y

E A

U S

L E

E A

U S

L E

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

S T L

U C

O U

N T

Y F

L O

A G

R O

U P -1

-R -J

J U

N E

F T P

R C

E B

E A

C H R

E N

O U

H M

E N

DISTANCE SEAWARD OF RANGE MONUMENT (FEET)

BEACH FILL0

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

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+10

+20

+10

+20 +20

+10

+20

+10

+20

+10

C B

E C

C B

E C

C B

E C

C B

E C

C B

E C

VEGETATION

GRADE

EXISTING

100' 200'0 10' 20'0100' 200'0 10' 20'0

HORIZONTAL VERTICAL

C-03

PROFILE FDEP RANGE R-37A

100' 200'0 10' 20'0100' 200'0 10' 20'0

HORIZONTAL VERTICAL

C-03

PROFILE FDEP RANGE R-38

100' 200'0 10' 20'0100' 200'0 10' 20'0

HORIZONTAL VERTICAL

C-03

PROFILE FDEP RANGE R-38A

100' 200'0 10' 20'0100' 200'0 10' 20'0

HORIZONTAL VERTICAL

C-03

PROFILE FDEP RANGE R-39

100' 200'0 10' 20'0100' 200'0 10' 20'0

HORIZONTAL VERTICAL

C-04

PROFILE FDEP RANGE R-39A

100' 200'0 10' 20'0100' 200'0 10' 20'0

HORIZONTAL VERTICAL

C-04

PROFILE FDEP RANGE T-40

ELEV. +6.8'

ELEV. +5.3'

40' 90'

+1 FOOT TOLERANCE

C-09

B E

A C

H F

L P

R O

E S

-F

P B

R -C

B .d g n

PLAN SHEETS C-01 TO C-04.

RANGE MONUMENT AZIMUTHS AS SHOWN ON

1. DISTANCES SHOWN ARE MEASURED ALONG THE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

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S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

R E

L Y

E A

U S

L E

E A

U S

L E

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

S T L

U C

O U

N T

Y F

L O

A G

R O

U P -1

-R -J

J U

N E

F T P

R C

E B

E A

C H R

E N

O U

H M

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DISTANCE SEAWARD OF RANGE MONUMENT (FEET)

BEACH FILL

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+10

+20

GRADE

EXISTING

C B

E C

C B

100' 200'0 10' 20'0100' 200'0 10' 20'0

HORIZONTAL VERTICAL

C-04

PROFILE FDEP RANGE T-40A

100' 200'0 10' 20'0100' 200'0 10' 20'0

HORIZONTAL VERTICAL

C-04

PROFILE FDEP RANGE T-41

VEGETATION

89.4'

+1 FOOT TOLERANCE

ELEV. +5.3'

52.8'

ELEV. +6.8'1

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

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M Y C

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P S O

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S O

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L E D

T R

A N M

A R

C O B

L V

J A

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S O

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L E F

R E

L Y

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L E

E A

U S

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S H

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R O

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C T

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C T

S T L

U C

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43.6

43.3

43.2 43.2

43.0 43.0

43.0

43.0 43.0

43.0

42.9

42.8 42.8

42.8

42.7 42.7

42.5

42.5 42.5

42.5 42.5 42.5

42.5 42.5

42.5

42.4

42.4 42.4

42.4

42.3 42.3

42.3

42.2

42.2 42.2

42.2

42.2 42.2

42.1

42.0

42.0 42.0

42.0

41.9 41.9 41.9 41.9

41.9

41.9 41.9

41.9

41.8 41.8

41.8

41.8 41.8

41.7

41.7 41.7

41.7

41.6

41.6 41.6

41.6

41.5

41.5 41.5

41.4

41.4 41.4 41.4

41.4

41.3

41.3 41.3

41.3

41.2

41.2 41.2

41.2

41.2 41.2

41.2

41.1

41.1 41.1

41.1

41.0

41.0 41.0 41.0

41.0

40.9

40.9 40.9

40.9

40.9 40.9 40.9

40.9

40.9 40.9

40.9

40.8

40.8 40.8

40.8

40.8 40.8

40.8

40.7

40.6

40.6 40.6

40.6

40.6 40.6

40.5

40.5 40.5

40.5

40.4

40.3

40.3 40.3

40.3

40.2 40.2

40.2

40.2 40.2

40.2

40.1 40.1

40.1

40.1 40.1

40.1

40.1 40.1

40.0

40.0 40.0

40.0

40.0 40.0

40.0 40.0 40.0

40.0

40.0 40.0

40.0

39.9

39.9 39.9 39.9

39.9

39.8 39.8

39.8

39.7 39.7

39.7

39.7 39.7

39.7

39.7 39.7

39.7

39.7 39.7

39.6

39.6 39.6 39.6

39.6 39.6

39.6

39.5

39.5 39.5

39.5

39.4

39.4 39.4

39.4

39.3

39.3 39.3

39.3

39.3 39.3

39.3

39.2

39.2 39.2

39.2

39.1

39.1 39.1

39.1

39.1 39.1 39.1

39.0

39.0 39.0

39.0

39.0 39.0 39.0

39.0

38.9

38.9 38.9

38.9

38.9 38.9 38.9

38.9

38.9 38.9 38.9

38.9

38.9 38.9

38.9

38.8 38.8

38.8

38.8 38.8

38.8

38.8 38.8

38.7

38.7 38.7 38.7

38.7

38.7 38.7

38.7

38.6

38.6 38.6

38.6

38.5

38.5 38.5

38.5

38.5 38.5

38.5

38.5 38.5

38.4

38.4 38.4

38.4

38.4 38.4

38.4

38.3

38.3 38.3

38.3

38.3 38.3

38.3

38.3 38.3

38.3

38.3 38.3

38.3

38.2

38.2 38.2

38.2

38.1

38.1 38.1

38.1

38.1 38.1

38.1

38.1 38.1

38.1

38.0

38.0 38.0

38.0

38.0 38.0

38.0

38.0 38.0

38.0

37.9

37.9 37.9

37.9

37.9 37.9

37.9

37.9 37.9

37.8

37.8 37.8

37.8

37.8 37.8

37.8

37.8 37.8

37.8

37.8 37.8 37.8

37.8

37.7

37.7 37.7 37.7

37.7

37.7 37.7

37.7 37.7 37.7 37.7

37.7

37.7 37.7

37.7

37.7 37.7

37.7

37.7 37.7 37.7

37.7 37.7

37.7

37.7 37.7

37.7

37.7 37.7

37.7

37.6

37.6 37.6

37.6

37.6 37.6

37.6

37.6 37.6 37.6 37.6

37.6

37.6 37.6

37.6

37.6 37.6

37.6

37.5

37.5 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

37.4

37.4 37.4

37.4

37.4 37.4

37.4

37.4 37.4

37.3

37.3 37.3

37.3

37.3 37.3

37.3

37.3 37.3

37.3

37.3 37.3

37.3

37.2

37.2 37.2

37.2

37.1

37.1 37.1

37.1

37.1 37.1

37.1

37.1 37.1

37.1

37.0

37.0 37.0

37.0

37.0 37.0

37.0

36.9

36.9 36.9

36.9

36.9 36.9

36.9

36.9 36.9

36.9

36.8 36.8

36.8

36.8 36.8

36.8 36.8 36.8

36.8

36.8 36.8

36.8

36.8 36.8 36.8

36.8

36.8 36.8

36.8

36.8 36.8 36.8

36.8

36.8 36.8

36.8

36.7

36.7 36.7 36.7

36.7

36.7 36.7

36.7

36.6

36.6 36.6

36.6

36.6 36.6

36.6

36.6 36.6

36.6

36.6 36.6

36.6

36.5

36.5 36.5

36.5

36.5 36.5

36.5

36.5 36.5

36.5

36.5 36.5 36.5

36.5 36.5

36.5

36.4 36.4

36.4

36.4 36.4

36.4

36.4 36.4

36.4

36.4 36.4

36.4

36.4 36.4

36.4

36.4 36.4

36.3

36.3 36.3

36.3

36.2

36.1

36.1 36.1

36.1

36.1 36.1

36.1

36.1 36.1

36.1

36.1 36.1 36.1

36.1

36.1 36.1

36.1

36.0

36.0 36.0

36.0

36.0 36.0

36.0

35.9

35.8 35.8

35.8

35.8 35.8

35.8

35.8 35.8

35.8

35.7

35.7 35.7

35.7

35.7 35.7

35.7

35.6

35.6 35.6

35.6

35.5

35.5 35.5

35.5

35.4

35.4 35.4

35.3

35.3 35.3

35.3

35.3 35.3

35.3

35.3 35.3

35.3

35.3 35.3

35.3

35.2

35.2 35.2

35.2

35.1

35.1 35.1

35.1

35.0

35.0 35.0

35.0

34.9

34.9 34.9

34.9

34.8

34.8 34.8

34.8

34.7

34.6

34.5

34.4

34.4 34.4

34.4

34.4 34.4

34.4

34.3

34.3 34.3

34.3

34.3 34.3

34.3

34.2

34.1

34.1 34.1

34.1

34.1 34.1

34.1

34.0

34.0 34.0

34.0

34.0 34.0

34.0

33.9 33.9

33.9

33.9 33.9

33.9

33.8

33.7

33.7 33.7 33.7

33.7

33.7 33.7

33.7

33.6

33.6 33.6

33.6

33.6 33.6

33.5

33.5 33.5

33.4

33.3

33.3 33.3

33.3

33.2

33.2 33.2

33.2

33.1 33.1

33.1

33.0

32.9 32.9

32.9

32.8

32.7

32.6

32.5

32.4

32.3

32.2

32.1

32.0

31.9

31.9 31.9

31.8

31.7

31.7 31.7

31.6

31.5

31.4

31.3

31.2

31.1

31.1 31.1

31.1

31.0

30.9

30.8

30.7

30.6

30.5

30.4

30.3

30.2

30.1 29.8

29.8

29.7

29.6

29.4

29.3 29.1

28.9

28.6

28.5

28.2 28.1

28.1

28.0 27.8 27.4 27.2

27.1

27.0

26.8

26.5

26.4

26.3

26.1

25.4 25.3

25.3

25.2 25.0

25.0

24.9

24.7

24.5 24.1

24.0

23.8 23.5

23.3

23.2

23.0 23.0

22.9 22.5

22.5

21.8

21.6 21.6

21.6

21.5

21.4 21.2 21.1

20.9

20.8 20.6

ATLANTIC OCEAN

BORROW AREA

CAPRON SHOAL

SHEET GENERAL NOTES

C A

P R

O N S

H O

A L B

O R

R O

W A

R E

A -F

P B

R -C

B .d g n

CAPRON SHOAL BORROW AREA

GEOTECHNICAL DATA REPORT.

4. BORING LOGS ARE PROVIDED IN SECTION 00 31 32

MANAGING EXCAVATION OF THE BORROW AREAS.

SPECIFICATIONS SECTION 35 20 25 "BEACH FILL" FOR

PROHIBITED. REFER TO "EXCAVATION" HEADING IN

3. DREDGING OUTSIDE THE BORROW AREA LIMITS SHOWN IS

DISTURBANCE DEPTH CAN BE AGITATED BUT NOT REMOVED.

BELOW THE DISTURBANCE DEPTH. MATERIAL WITHIN THE

CONTRACTOR ALLOW SEDIMENT DISTURBANCE TO OCCUR

SHOWN. UNDER NO CIRCUMSTANCES SHALL THE

MAXIMUM OF TWO (2) FEET BELOW THE MAXIMUM DEPTH

2. THE EQUIPMENT "DISTURBANCE DEPTH" IS LIMITED TO A

PROHIBITED.

1. DREDGING OUTSIDE THE BORROW AREA LIMITS SHOWN IS

500' 1000'0

TARGET DEPTH

DISTURBANCE DEPTH

MAXIMUM EXCAVATION DEPTH

C-10

(SEE NOTE 7)

SURVEY 20-191 BOUNDARY

35.6

36.5 36.8 37.2

37.2 37.3

37.5

37.9 37.9

38.0

38.1

38.2

38.4

38.6

38.7

38.9

39.0 39.1

39.1

39.2

39.339.5

39.5

34.034.0 34.0

34.1

34.3

34.9

35.0 35.0

35.2

35.3

35.5

35.7

35.836.0

36.0

36.036.0

36.1 36.2

36.2

36.2 36.2

36.2

36.3

36.7

36.8

37.0

37.2

37.4

37.6

37.8

37.8 38.1

38.1 38.5

39.5

28.8

29.8

30.0

30.1

30.5

30.6

30.7 30.730.7

30.8

30.9

30.9 31.0

31.0

31.2

31.4

31.5

31.6

31.6 31.7

31.7

31.8

31.9

32.0

32.4

32.8

32.932.9 33.0

33.1

33.4 33.8

34.1

34.3

35.0 35.2

35.2

35.8

24.9

25.025.7

26.3

26.5 26.7

27.2

27.7

27.8

27.9

28.1

28.4 29.3

29.4

29.8

30.1

30.3

30.5

30.7

31.1

32.1

32.2

32.5

32.6

32.7

32.8

33.0

33.5

33.8

33.9

34.3 34.4

34.9

35.0

35.6

36.6

37.4

25.6

26.9 27.6

28.2

28.9

29.1

29.6

30.0 30.0

30.2

30.3

30.6

31.0

31.1 31.1

31.231.4

31.5

31.631.8

31.832.1

32.5

32.6

33.0

33.5

33.7

34.9

35.1

35.4

36.0

36.2

36.3

36.8

37.0

37.1

38.3

37.6 38.238.7

38.838.9

39.0

39.3

39.4

39.5

39.539.5

39.6 39.8

39.9

40.0

40.1

40.4

40.4 40.4

41.0

41.1

41.2

41.7

41.8

42.5 42.7 42.9

43.2 39.3

39.7

40.2

40.9 40.941.0

41.3

41.4 41.4

41.4

41.6 41.7

41.9

42.2

42.3

42.3 42.4

42.8

43.1

30.8

31.1 31.9 33.0

33.6

35.5 36.0 36.0

36.2

36.5

36.5 37.2

34.9

36.2

36.336.8 36.9

36.9 37.0 37.5

37.5 37.8

37.9

38.3

38.338.3 39.1 40.6

41.1

34.5

38.8

39.0

39.5

39.6

39.9

40.9

34.635.0

36.0

36.1

38.5

30.9

32.2

32.9

33.634.2

34.7

22.2

22.4

24.2

24.5

25.5

27.7

28.6

21.922.0

23.0

23.524.2

24.8 25.025.325.9

27.8

27.9

28.0

28.4 28.7

31.1

32.7

32.8

33.4

34.1 34.8

BOUNDARY WERE GENERATED FROM SURVEY 18-211.

THE SOUNDINGS DISPLAYED SOUTH OF THE SURVEY

BOUNDARY WERE GENERATED FROM SURVEY 20-191.

7. THE SOUNDINGS DISPLAYED NORTH OF THE SURVEY

SURVEY CONTROL ON G-05.

6. REFER TO BORROW AREA SURVEY NOTES ON G-02 AND

"BORROW AREA DREDGING" FOR MORE INFORMATION.

SEE SPECIFICATION SECTION 35 20 25 PARAGRAPH

TO ANOTHER SUBDIVISION WITHIN THE BORROW AREA.

PERMITTED BY THE CONTRACTING OFFICER TO PROCEED

EACH SUBDIVISION OF THE BORROW AREA BEFORE

(WITHIN OPERATIONAL LIMITS OF THE EQUIPMENT) IN

5. THE CONTRACTOR SHALL REACH THE TARGET DEPTH

MLLW: 0'

NAVD88: 2.75'

MLLW CONVERSIONBORROW AREA DEPTH

POINT

906,674

906,892

906,520

907,056

905,237

906,936

907,882

1,130,923

1,130,426

1,128,340

1,127,759

1,126,326

1,125,865

1,125,869

1,121,469

1,127,779

907,445 1,128,949

907,977 1,129,234

908,095 1,130,559

907,596 1,130,605

907,632 1,131,003

1,133,435

905,944 1,130,924

906,367

905,174 1,121,470

907,783 1,126,020

905,778 1,129,951

906,030 1,128,341

M 906,156 1,127,535

906,156 1,126,569

905,462 1,126,569

(X) EASTING (Y) NORTHING

CAPRON SHOAL BORROW AREA LIMITS

PLANE COORDINATES (NAD83(90))

40.8

CUT-A CUT-B

CUT-C

CUT-D

38.0 36.8

37.5

M V

VB-FP2012-02

VB-FP2012-01

VB-FP2012-03

VB-FP2012-05

VB-FP2012-06

VB-FPSP06-1

VB-FPSP06-17

VB-FPSP06-18

VB-FPSP06-2

VB-FPSP06-20

VB-FPSP06-3

VB-FP2012-08

VB-FPSP06-4

VB-FPSP06-21

CB-STL-C13

CB-STL-C14

CB-STL-C18

CB-STL-C19

CB-STL-C3

CB-STL-C20

CB-STL-C17

CB-STL-C16

CB-STL-C22

CB-STL-C23

CB-STL-C24

CB-STL-C26

CB-STL-C4

CB-STL-C29

CB-STL-C28

CB-STL-C25

CB-STL-C27

CB-STL-C5

CB-STL-C30

CB-STL-C32

CB-STL-C31

CB-STL-C34

CB-STL-C6

CB-STL-C35

CB-STL-C38

CB-STL-C39

CB-STL-C7

CB-STL-C36

VB-FP2012-04 CCB-STL-C33

CB-STL-C1R4

CB-STL-C21R2

CB-STL-C9R2

G-01

G-02

G-03

G-04

G-05

C-01

C-02

C-03

C-05

C-06

C-07

C-08

C-09

C-10

TEST2.pdf

C-04

File details come from the government source that posted it. Updated Aug 21, 2020.