B.08.02 Plans, Ft. Pierce Beach.pdf

PDF 9 MB Posted Nov 7, 2022

Attached to: Shore Protection Project Fort Pierce Beach Renourishment 2023 St. Lucie County, Florida
Solicitation number: W912EP23B0003
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Written by GovTribe AI · Dec 28, 2023

This solicitation is for a shore protection project to renourish Fort Pierce Beach in St. Lucie County, Florida. The U.S. Army Corps of Engineers seeks beach fill placement between Stations 338+65 and 414+79 on the construction baseline to design templates in plans provided. A pre-bid conference will be held on November 18, 2022 via teleconference, with an email to confirm attendance requested by November 17. The solicitation number is W912EP23B0003.

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Other files

File	Type	Posted
Pre-Bid_Site_Visit_Minutes_and_SignUp_Sheet.pdf	PDF	Jan 6, 2023
C.04.01_Revised_Abstract_W912EP23B0003.pdf	PDF	Dec 19, 2022
C.04.01 Abstract W912EP23B0003.pdf	PDF	Dec 7, 2022
21-167_FT_PIERCE_SHOALS_BA_14-15-JUN-21_3X3_AVG_FLII-N.zip	ZIP file	Nov 28, 2022
B.08.02 Amend 00001 W912EP23B0003 Ft. Pierce FY23 SPP.pdf	PDF	Nov 28, 2022
BCOES_CERT_CD_FORT PIERCE BEACH RENOURISHMENT.pdf	PDF	Nov 7, 2022
BCOES_CERT_RE_FORT PIERCE BEACH RENOURISHMENT.pdf	PDF	Nov 7, 2022
FortPierce2023_BCOESCERT_EN.pdf	PDF	Nov 7, 2022
BCOES_CERT_PD_FORT PIERCE BEACH RENOURISHMENT.pdf	PDF	Nov 7, 2022
FY23B0003_Fort_Pierce_SPP_GDR_FINAL.pdf	PDF	Nov 7, 2022
B.08.02_FortPierce_RTA_Vol.2_2022_Oct_12.pdf	PDF	Nov 7, 2022
B.08.02 Specs Vol. 1 W912EP23B0003 Ft. Pierce FY23 SPP (7 Nov 2022).pdf	PDF	Nov 7, 2022
BCOES_CERT_OD_FORT PIERCE BEACH RENOURISHMENT.pdf	PDF	Nov 7, 2022

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

I N D I A N R I V E R

F T. P I E R C E I N L E T

A1A

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

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

C I T Y O F F O R T P I E R C E

P R

C T

R-34

T-41 BORROW AREA

-F

-G

.D W

R . P

W . R

Y C

R A

N D

S H

G-01

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

Jacksonville District

SHORE PROTECTION PROJECT

FORT PIERCE BEACH RENOURISHMENT 2023

ST. LUCIE COUNTY, FLORIDA

W912EP23B0003

US Army Corps of Engineers ®

SHEET INDEX

SHEET ID SHEET TITLE

GENERAL

G-01 COVER AND SHEET INDEX

G-02 ABBREVIATIONS, SYMBOLS, AND SURVEY NOTES

G-03 PROJECT OVERVIEW

G-04 PROJECT LAYOUT AND SURVEY CONTROL

G-05 PROJECT CONTROL DATA

CIVIL

C-01 BEACH FILL PLAN - STA. 338+65 TO STA. 352+00

C-02 BEACH FILL PLAN - STA. 352+00 TO STA. 372+00

C-03 BEACH FILL PLAN - STA. 372+00 TO STA. 394+00

C-04 BEACH FILL PLAN - STA. 394+00 TO STA. 414+79

C-05 BEACH FILL TYPICAL PROFILE

C-06 PAYMENT AND ACCEPTANCE SECTIONS

C-07 BEACH FILL PROFILES

C-08 BEACH FILL PROFILES

C-09 BEACH FILL PROFILES

C-10 CAPRON SHOAL BORROW AREA

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

R E

N P

R O

R T

C E

H R

U R

. L U

C O

U N

, F

2E P2

APPROXIMATE

BERM CREST

CONSTRUCTION BASELINE

CENTERLINE

COUNTY ROUTE

DRAWING

EROSION CONTROL LINE

ELEVATION

EDGE OF BERM

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

FLORIDA DEPARTMENT OF TRANSPORTATION

FOOT/FEET

INVERT

IRON PIPE

LANDWARD LIMIT OF FILL

LINEAR FOOT

MAXIMUM

MEAN HIGH WATER

MINIMUM

MEAN LOWER LOW WATER

MEAN LOW WATER

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1988

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NOT TO SCALE

POINT OF INTERSECTION

REQUEST FOR INFORMATION

RANGE

SLOPED BERM CREST

SQUARE FEET

STATION

TOLERANCE

TOE OF SLOPE

TYPICAL

UNITED STATES ARMY CORPS OF ENGINEERS

UNITED STATES COAST GUARD

APPROX

CBL

DWG

ECL

EOB

FDEP

FDOT

INV

LLOF

MAX.

MHW

MIN.

MLLW

MLW

NAD83

NAVD88

NOAA

N.T.S.

RFI

RGE

SBC

STA

TOL

TOS

TYP

USACE

USCG

R -63

CONSTRUCTION BASELINE POINT (CBL)

FDEP RANGE MONUMENT

WITH AZIMUTH BEARING

SURVEY HORIZONTAL AND VERTICAL CONTROL POINT

14.0 MAXIMUM EXCAVATION DEPTH

CONSTRUCTION BASELINE WITH STATIONING

STATE/FEDERAL WATERS BOUNDARY

APPROXIMATE EXISTING GRADE

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

TITLE

DRAWING AREA TITLE

PLAN

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

DRAWING AREA TITLE WITH ASYMMETRICAL SCALES

CL1

VB-JH99-22

VIBRACORE BORING

FILL SLOPE INDICATOR SYMBOL

FILL SLOPE 1' VERTICAL TO X' HORIZONTAL

1 on X

REDUCED TO FIT

BEACH FILL AREA (PLAN VIEW)

BEACH FILL AREA (PROFILE VIEW)

STAGING AND ACCESS AREA

G - GENERAL

C - CIVIL

MONUMENT FALLS OFF PAGE IN DIRECTION OF ARROW

1. REFER TO SURVEY NO. 22-175 AS PROVIDED BY TAYLOR ENGINEERING INC. AND SURVEYED BY MORGAN &

EKLUND INC.

2. GRID COORDINATES SHOWN ARE IN FEET AND ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, NGS ADJUSTMENT OF 1990 (NAD 83/90).

3. GRID COORDINATES ARE BASED ON CONTROL MONUMENTATION AS SHOWN IN THE CONTROL TABULATION.

4. ELEVATIONS SHOWN ARE IN FEET AND ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF

1988 (NAVD 88).

5. ELEVATIONS ARE BASED ON CONTROL MONUMENTATION AS SHOWN IN THE CONTROL TABULATION.

6. OFFSHORE DATA WERE COLLECTED JUNE 28, 2022.

7. ONSHORE DATA WERE COLLECTED JUNE 29, 2022 AND JUNE 30, 2022.

8. TOPOGRAPHIC AND BATHYMETRIC INFORMATION DEPICTED ON THIS SURVEY REPRESENTS THE EXISTING

CONDITIONS ON THE DATE OF THE FIELD SURVEY.

9. UNDERGROUND UTILITIES AND IMPROVEMENTS NOT LOCATED.

10. BATHYMETRIC INFORMATION WAS OBTAINED USING AN ODOM CVM DIGITAL FATHOMETER OPERATING

AT 200 KHZ AND A TRIMBLE MPS500 INERTIAL POSITIONING SYSTEM.

11. WATER SURFACE ELEVATIONS WERE OBTAINED USING A TRIMBLE MPS500 REAL TIME KINEMATIC (RTK) DUAL FREQUENCY GPS RECEIVER WITH REAL TIME CORRECTIONS APPLIED FROM A TRIMBLE SPS 986 BASE STATION OCCUPYING POINTS SHOWN IN THE CONTROL TABLE AND WERE VERIFIED TO A TIDE STAFF

ELEVATED FROM MONUMENTS IN THE CONTROL TABLE.

12. ADDITIONS OR DELETIONS TO THIS SURVEY MAP ARE PROHIBITED WITHOUT WRITTEN CONSENT.

GENERAL NOTES

1. REFER TO SURVEY NO. 21-167.

2. TIDAL REDUCTIONS WERE OBTAINED UTILIZING A REAL-TIME KINEMATIC (RTK) GPS AND REFERENCED TO NAVD88".

3. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A (+) SIGN.

4. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO THE CURRENT REALIZATION OF THE NORTH AMERICAN DATUM OF 1983 (NAD83), BASED ON THE NOAA

NATIONAL SPATIAL REFERENCE SYSTEM (NSRS).

5. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS POSITIONING WITH THE FOLLOWING REFERENCE

BASE LOCATION:

REFERENCE BASE LOCATED AT "ST LUCIE BA 2" (PID: BBGJ12)

6. ELEVATIONS DEPICTED BY THIS SURVEY ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88).

7. VERTICAL MEASUREMENTS WERE MADE USING A R2SONIC 2021 MULTI-BEAM SENSOR OPERATING AT 240 KHZ (HIGH

FREQUENCY). SOUNDINGS SHOWN ARE IN HIGH FREQUENCY.

VESSEL DATE OF SURVEY CUT

SV FLORIDA II 14-15 JUN 2021 CAPRON SHOAL BORROW AREA

8. AIDS TO NAVIGATION WERE NOT LOCATED DURING THIS SURVEY.

9. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME. THIS CHART IS SOLELY

FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF THE SURVEY.

10. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 2013.

DISCIPLINE DESIGNATOR

TERMS AND ABBREVIATIONS

REFERENCE SYMBOL KEY

PROJECT LEGEND BORROW AREA SURVEY NOTES

BEACH SURVEY NOTES

BEACH FILLC-16

HORIZONTALVERTICAL

10' 20'0 200'0 100'

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

THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS ARE SHOWN IN THE STATE PLANE COORDINATE SYSTEM OF 1983, FLORIDA EAST ZONE (0901), AND ARE REFERENCED TO THE 2011

ADJUSTMENT OF THE NORTH AMERICAN DATUM OF 1983 (NAD83(2011)).

3. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ALL ELEVATIONS SHOWN ABOVE REFERENCED DATUM ARE ASSIGNED THE PLUS

SYMBOL (+).

4. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS ARE IN THE UNITS OF U.S.

SURVEY FEET.

5. UNLESS OTHERWISE INDICATED, BERM WIDTHS AND OTHER TEMPLATE FEATURES ARE MEASURED PERPENDICULAR TO THE CONSTRUCTION BASELINE (CBL). POSITIVE VALUES INDICATE SEAWARD DISTANCE.

DISTANCES ALONG ESTABLISHED AZIMUTHS OF FDEP'S RANGE MONUMENTS WILL VARY SLIGHTLY DUE TO

MINOR DIFFERENCES IN THE BEARING.

6. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES DEPICTED ON THESE DRAWINGS ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF CONSTRUCTION OF THIS PROJECT. THE AERIAL IMAGERY SHOWN ON THESE DRAWINGS IS FOR GENERAL INFORMATION ONLY AND IS NOT TO BE USED FOR MEASUREMENTS (AERIAL IMAGERY FROM

BING WITHIN AUTOCAD).

7. THE LEGENDS ON THIS SHEET ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF

SYMBOLS SHOWN ON THIS SHEET.

APPROXIMATE HARDBOTTOM EDGE

ABBREVIATIONS AND SYMBOLS

TOLERANCE BERM BELOW EXISTING SURFACE

VB-JH99-22

FORT PIERCE INLET SURVEY NOTES

1. REFER TO SURVEY NO. 19-051.

2. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO NOAA'S REPORTED MEAN LOWER LOW WATER (MLLW) OF THE

1983-2001 TIDAL EPOCH.

3. TIDAL REDUCTIONS WERE OBTAINED UTILIZING A REAL-TIME KINEMATIC (RTK) GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC TIDE DATUM (KTD) MODEL. KTD FILE NAME IS: "INDIANRIVER-STLUCIE-MARTIN_20140527.KTD".

4. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A (+) SIGN.

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE EAST ZONE OF FLORIDA AND

REFERENCED TO NORTH AMERICAN DATUM OF 1983 (NAD83).

6. ALL STATIONING REFERS TO THE CENTERLINE OF THE CHANNEL.

7. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATIONS: REFERENCE BASE LOCATED AT "872 2213 K" (PID: DI3923) TIDE STAFF LOCATED AT "872 2213 K" (PID:

DI3923)

8. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL EPOCH 1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA). A MODIFIED VERSION OF NOAA'S VDATUM MODEL WAS USED TO CALIBRATE TO THE PUBLISHED MLLW HEIGHTS OF THE BENCHMARK BELOW: NOAA TIDAL STATION 872-2213 FOR ALL CUTS.

VERTICAL MEASUREMENTS WERE MADE USING AN EDGETECH 6205 COMBINED MULTI-BEAM AND SIDESCAN SOUNDER. ALL

SOUNDINGS SHOWN ARE IN HIGH FREQUENCY.

VESSEL DATE OF SURVEY CUT

SB-48 04 JAN 2019 1, 2, TURNING BASIN

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME. THIS CHART IS SOLELY

FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF THE SURVEY.

11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 2013.

LANDWARD LIMIT OF FILL

-F

-G l0

.D W

R . P

W . R

O N

S, S

, A

N D

S U

Y N

G-02

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

R E

N P

R O

R T

C E

H R

U R

. L U

C O

U N

, F

2E P2

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

I N D I A N R I V E R

F T. P I E R C E I N L E T

APPROX. 4.1 NAUTICAL

MILES TO SOUTH JETTY

Y=1,145,000

Y=1,140,000

Y=1,135,000

Y=1,130,000

Y=1,125,000

Y=1,150,000

5, X=

0, X=

5, X=

0, X=

5, SOUTH JETTY

BASE

Y=1,155,000

5, OPTION A

R-34 (STA. 338+65)

R-39 (STA. 391+50)

T-41 (STA. 409+00)

UPPER

BERM

AREAR-36 (STA. 360+25)

GULF

MEXICO

ATLANTIC

OCEAN

FT LAUDERDALE

PROJECT

LOCATION

LAKE

OKEECHOBEE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WEST

CANAVERAL

PALM BEACH

NOT TO SCALE

FT. PIERCE

LOCATION MAP

STATE/FEDERAL WATERS BOUNDARY

0, X=

5, X=

0, X=

5, X=

0, Y=1,120,000

-F

-G l0

.D W

R . P

W . R

C T

G-03

PROJECT OVERVIEW

SCALE: 1" = 2000'

2000' 4000'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

R E

N P

R O

R T

C E

H R

U R

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C O

U N

, F

2E P2

SEE SURVEY CONTROL DETAIL

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-41A

* AZIMUTHS ARE MEASURED FROM THE NORTH

PT (X) EASTING (Y) NORTHING

AZIMUTH *

(DEGREES)

RANGE MONUMENT CONTROL

886,070.22 886,107.08 886,036.15 886,204.66 886,353.01 886,525.65 886,666.86 886,849.66 886,942.73 887,188.27 887,306.80 887,502.50 887,562.33 887,832.93 887,892.74 888,167.17 888,441.59

888,566.13 888,690.66 889,148.67 889,482.35 889,755.17

R-34 R-34A R-35 R-35A T-36 T-36A R-37 R-37A R-38 R-38A R-39 R-39A T-40 T-40A T-41 T-41A R-42

R-42A R-43 R-44 T-45 T-46

1,140,710.20 1,140,246.65 1,139,682.86 1,139,208.58 1,138,735.28 1,138,269.92 1,137,804.86 1,137,326.52 1,136,848.66 1,136,390.48 1,135,930.49 1,135,468.86 1,135,008.58 1,134,536.39 1,134,083.34 1,133,658.32 1,133,233.30

1,132,746.64 1,132,259.99 1,131,375.69 1,130,398.35 1,129,410.87

70° 70° 70° 70° 70° 70° 70° 70° 70° 70° 70° 70° 70° 70° 70° 70° 70°

70° 70° 70° 70° 70°

PLANE COORDINATES (NAD83(90))

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

I N D I A N R I V E R

APPROXIMATE

SHORELINE

CHANNEL LIMITS

FT. PIERCE INLET

C-01

C-02

C-03

C-04

ST LUCIE BA 2

DESIGNATION PID NORTHING EASTING NAVD88

SURVEY CONTROL (21-167 BORROW AREA)

BBGJ12 1,101,916.29 900,016.40 10.16

ST LUCIE BA 2

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

5, X=

6, X=

7, X=

8, X=

9, X=

5, X=

6, Y=1,142,000

3, X=

6, X=

4, X=

1, X=

0, Y=1,133,000

CBL 886,171.83

886,484.57 883,348.96

5.48 5.99 1.64

DO9392

DO9391

DI3923

1,140,886.36 1,140,971.88 1,139,897.98

872 2212 C 872 2212 B

872 2213 K TIDAL

DESIGNATION PID NORTHING EASTING NAVD88

SURVEY CONTROL (22-110 BEACH MONITORING)

872 2212 B

872 2213 K TIDAL

872 2212 C

R-34

R-34A

872 2212 B

872 2212 C

-F

-G l0

.D W

R . P

W . R

C T

U T

S U

Y C

O N

G-04

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

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N M

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, 3

T D

R E

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R O

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C O

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2E P2

PROJECT LAYOUT

SCALE: 1" = 500'

500' 1000'0

SURVEY CONTROL DETAIL

250' 500'0

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

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

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

I N D I A N R I V E R

APPROXIMATE

SHORELINE

CHANNEL LIMITS

FT. PIERCE INLET

5, X=

0, X=

6, X=

1, X=

7, X=

8, X=

9, PT (X) EASTING (Y) NORTHING

CONSTRUCTION

BASELINE

STATIONING

CONSTRUCTION BASELINE

CL2

CL3

CL4

CL5

CL6

CL7

CL8

886,283.37 886,228.16 886,224.64 886,341.61 887,802.92 888,240.44 888,394.78

1,140,875.49 1,140,267.31 1,139,860.46 1,139,292.66 1,135,342.33 1,134,109.45 1,133,674.56

33+900.00 34+510.68 34+917.55 35+497.27 39+709.22 41+017.43 41+478.90

PLANE COORDINATES (NAD83(90))

CONSTRUCTION BASELINE

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 886,286.53 1,140,910.35 33+865.00

CL1

CL2

CL3

CL4

CL5

CL6

CL7

CL8

Y=1,133,000

2, X=

3, X=

4, X=

5, X=

6, X=

7, X=

8, PLANE COORDINATES (NAD83(90))

LANDWARD LIMIT OF FILL

POINT (Y) NORTHING(X) EASTING

886,175.1 886,153.9 886,183.2 886,142.8 886,134.1 886,132.5 886,113.3 886,137.1 886,155.9 886,187.7 886,262.5 886,450.4 886,812.6 887,137.2 887,480.0 887,821.4 888,192.6

1,140,864.3 1,140,740.6 1,140,555.8 1,140.354.2 1,140,155.7 1,140,057.2 1,139,956.3 1,139,840.5 1,139,726.4 1,139,562.2 1,139,270.5 1,138,770.7 1,137,857.9 1,136.919.4 1,135,993.5 1,135,102.9 1,134,034.0

LLOF-1

LLOF-2

LLOF-3

LLOF-4

LLOF-6

LLOF-7

LLOF-9

LLOF-10

LLOF-11

LLOF-13

LLOF-14

LLOF-15

LLOF-16

LLOF-17

LLOF-12

LLOF-8

LLOF-5

LLOF-1

LLOF-2

LLOF-3

LLOF-4

LLOF-5

LLOF-6

LLOF-7

LLOF-8

LLOF-9

LLOF-10

LLOF-11

LLOF-12

LLOF-13

LLOF-14

LLOF-15

LLOF-16

LLOF-17

CONTROL

CL2

CL3

CL4

CL6

CL8

CL7

CL1

CL5

-F

-G l0

.D W

R . P

W . R

C T

C O

O L

G-05

PROJECT CONTROL DATA

500' 1000'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

R E

N P

R O

R T

C E

H R

U R

. L U

C O

U N

, F

2E P2

+15.6

+15.2

+14.3 +13.8

+13.0

+12.5

+12.3

+12.0

+11.7

+11.7 +11.5

+11.4

+11.3

+11.2

+11.1

+11.0

+10.8

+10.6

+10.5

+10.4

+10.2

+10.0

+9.9

+9.8

+9.5

+9.2 +9.1

+8.3

+7.6

+7.4+6.8 +6.7+6.5 +6.4

+6.4

+6.2 +6.1

+6.0

+5.9

+5.8 +5.7 +5.6

+5.6+5.6

+5.5 +5.5

+5.3

+5.0

+4.8

+4.2

+4.0+4.0 +3.7

+3.0

+3.0 +2.7 +2.6

+1.3

+0.8

+0.6

+0.2

+0.1

1.8

1.9

2.6

2.7

3.1 3.6

3.7

3.9

4.0

4.3

4.4

4.5

4.6

4.8

4.9

5.0

5.0 5.0

5.0

5.1

5.2

5.3

5.4

5.5

5.6 5.6

6.1

6.3

6.6

6.8

6.8 6.9

7.1

7.3

7.4 7.7

7.7 7.9

8.3 8.4

8.4

8.7

8.8

8.9

9.6

9.7

9.8

9.9

10.110.3

10.3

10.4

10.5 10.6

10.6 10.6 10.7

10.7

10.8

10.9

11.0

11.2

11.4 11.4

11.4

11.5

11.6

11.7

11.8

12.0

12.1

12.2

12.3 12.3

12.3

12.4

12.5

12.6 12.6

12.6

12.7

12.8

12.8 12.8

12.8

12.9

13.0

13.1

13.1 13.2

13.2

13.3

13.4

13.5

13.6

13.7 13.7

13.8

13.9

14.0

14.1

14.2 14.4

14.5

14.5 14.5

14.6

14.8

15.1

15.3

15.5

15.7

15.815.9

15.9

16.1

16.2 16.3 16.3 16.3

16.6 16.716.8

16.9

17.1

17.5 17.5

17.5 18.0

X=886500 on

M A

T C

N E

S H

E E

T C

-0

S T

A . 3

CL2

CL3

CL4

CL1

X= 885500

X= 886000

F O

R T

I E

R C

I N

L E

D R

. L

U C

SOUTH JETTY PARK

SOUTH OCEAN DRIVE - A1A

SOUTH JETTY SPUR

N O

CBL

BASE

S T

A . 3

APPROXIMATE

TOE OF FILL

SEAWARD EDGE

OF SLOPED BERM

EL. +4.8' NAVD88

PLACE FILL AS CLOSE AS PRACTICAL

TO EXISTING JETTY

SEAWARD EDGE

OF FLAT BERM

EL. +6.8' NAVD88

120' FLAT BERM

BEACH ACCESS

100' FLAT BERM

SEAWARD EDGE OF

UPPER BERM CREST

(+11.0' NAVD88)

UPPER BERM

TOE OF FILL

R-34

R-35

R-34A

T O

E D

G E

O F

S O

U T

H J

E T

T Y

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

APPROXIMATE

HARDBOTTOM EDGE

S T

A . 3

TRANSITION

50' UPPER BERM

30' UPPER BERM

LLOF

CL2

CL3

CL4

CL1

7 9.

8 8.

46.

79.

98.

68.

18.

57.

16.

89.

19.

150' ±

CONTRACTOR'S WALKOVER

FOR ACCESS OVER PIPELINE (SEE NOTE 1)

FORT PIERCE HARBOR CHANNEL

(SEE NOTE 2)

APPROXIMATE AREA OF CONTRACTORS WORK

AREA AND PUMPOUT LOCATION

O D

BEACH STAGING AREA

(SEE NOTE 3)

END OF UPPER BERM

(STA. 339+90)

SLOPE 1 ON 10

7- O ct -2

-F

-C

W G

R . P

W . R

. 3

H F

C-01

BEACH FILL PLAN

SCALE: 1" = 100'

100' 200'0

GENERAL SHEET NOTES

1. THE CONTRACTOR IS REQUIRED TO CONSTRUCT A DUAL ADA COMPLIANT

WOODEN OR METAL WALKOVER FOR PEDESTRIAN ACCESS OVER THE

SOUTH JETTY OVERLAND PIPELINE ROUTE.

2. CHANNEL CONTROL FOR FORT PIERCE HARBOR IS AVAILABLE FROM THE

GOVERNMENT UPON REQUEST.

3. CONTRACTOR CANNOT STAGE EQUIPMENT ON VEGETATION.

4. DO NOT PLACE FILL LANDWARD OF THE LANDWARD LIMIT OF FILL

(LLOF).

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

R E

N P

R O

R T

C E

H R

U R

. L U

C O

U N

, F

2E P2

+13.9 +13.6

+13.4 +13.1

+12.9 +12.4 +12.2

+12.1 +12.0

+11.9 +11.9

+11.5

+11.4 +11.4 +11.3

+11.3

+11.2

+11.1 +10.5

+10.1

+10.1 +10.1

+10.1

+10.0

+9.9

+9.6

+9.5 +9.5

+9.3 +8.9

+8.9

+8.7 +8.4

+8.3

+8.2

+7.9

+7.7

+7.6

+7.5

+7.4 +7.3+7.1

+6.8

+6.7

+6.3+6.3

+6.3 +6.3

+5.9+4.6

+4.2+3.4+1.3

+1.10.7 1.9

2.23.7 4.1

4.2

4.9 5.1

5.25.6 6.0

6.5 7.0

7.3 7.5

7.9

8.0 8.2 8.4

8.68.68.8 9.0

9.39.5 9.7

9.9 10.1 10.4

10.6 10.7

10.9

11.1 11.3

11.3

11.4

11.5 11.6

11.6

11.8

12.1

12.2

12.3

12.4

12.5

12.5 12.5

12.5 12.6

12.6 12.6 12.6

12.6

12.7

12.8 12.8

12.8

12.9

13.0

13.1

13.1 13.1

13.1

13.2

13.3

13.4

13.5 13.5

13.5

13.5 13.5

13.6

13.7

13.8

13.8 13.9

13.913.9

13.9

14.1

14.2 14.3

14.4

14.5 14.5 15.3

15.3

15.4

15.5

15.8

15.9 16.2

16.4

16.4 16.6

16.7

16.8 16.8

16.8

17.0

17.1 17.1

17.2

17.3

17.4 17.4

17.5

17.6

17.7

17.8

17.9 18.0

18.0

CL5

R-37

R-35A T-36 T-36A on on

X= 887000

X= 886500

X= 886000

X= 887500

M A

T C

N E

S H

E E

T C

-0

S T

A . 3

M A

T C

N E

S H

E E

T C

-0

S T

A . 3

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

CBL

O N

SOUTH OCEAN DRIVE - A1A

100' FLAT BERM

APPROXIMATE

HARDBOTTOM EDGE

BASE

SEAWARD EDGE

OF SLOPED BERM

EL. +4.8' NAVD88

S T

A . 3

S T

A . 3

S T

A . 3

S T

A . 3

+0 on

TRANSITION 70' FLAT BERM TRANSITION 40' FLAT BERM

SEAWARD EDGE

OF FLAT BERM

EL. +6.8' NAVD88

APPROXIMATE

TOE OF FILL

END OF UPPER BERM

(STA. 360+25)

SLOPE 1 ON 10

APPROXIMATE

UPPER BERM

TOE OF FILL

SEAWARD EDGE OF

UPPER BERM CREST

(+11.0' NAVD88)

'1 on

CL5

LLOF

30' UPPER BERM

7- O ct -2

-F

-C

W G

R . P

W . R

. 3

H F

C-02

100' 200'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

R E

N P

R O

R T

C E

H R

U R

. L U

C O

U N

, F

2E P2

GENERAL SHEET NOTES

1. DO NOT PLACE FILL LANDWARD OF THE LANDWARD LIMIT OF FILL

(LLOF).

+14.8+14.7 +13.7

+12.8

+12.3 +12.2

+11.6+11.5

+11.5

+10.3+10.0 +9.8

+9.6

+9.4

+9.3 +9.2 +9.2

+9.2

+8.6

+7.8 +7.0

+7.0 +7.0

+6.9

+6.9+6.9

+6.9

+6.8+6.8

+6.8

+6.7 +6.7

+6.6

+6.3

+6.2

+3.9 +3.9 +0.8

+0.1 1.8

2.94.2 4.4 5.3

5.7 6.5

7.1 7.7

7.9 8.3 8.5 8.9

9.0

9.3 9.7

9.9

10.0 10.4 10.6

10.7

10.8

10.9

11.0

11.2

11.3

11.4

11.6 11.7

11.7

11.8

11.9

12.0

12.0 12.0

12.1

12.2

12.3 12.5

12.5

12.6

12.7 12.9

12.9

13.0

13.1

13.1 13.1

13.2

13.4

13.6

13.7

13.8

13.9

14.0

14.1

14.2

14.4

14.5

14.6

14.7

14.8

15.0

15.115.1

15.1

15.3

15.4

15.5 15.5

15.9

15.9 15.9

15.9

16.0

16.2

16.3

16.4

16.6

16.716.8 16.8

16.8

16.9

17.0

17.2

17.3

R-38 R-39

R-37A R-38A on

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

CBL

SOUTH OCEAN DRIVE - A1A

C R

D R

APPROXIMATE

TOE OF FILL

APPROXIMATE

HARDBOTTOM EDGE

BASE

CONSTRUCTION ACCESS

SEAWARD EDGE

OF SLOPED BERM

EL. +4.8' NAVD88

on on on

40' FLAT BERM

SEAWARD EDGE

OF FLAT BERM

EL. +6.8' NAVD88

OPTION A

S T

A . 3

POTENTIAL 250' BERM TRANSITION

IF OPTION A IS NOT AWARDED

(SEE NOTES 1 & 2)

X= 888000

X= 887500

X= 887000

X= 886500

M A

T C

N E

S H

E E

T C

-0

S T

A . 3

M A

T C

N E

S H

E E

T C

-0

S T

A . 3

LLOF

7- O ct -2

-F

-C

W G

R . P

W . R

. 3

H F

C-03

100' 200'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

R E

N P

R O

R T

C E

H R

U R

. L U

C O

U N

, F

2E P2

1. IF OPTION A IS NOT AWARDED, PLACEMENT OF FILL WILL

TAPER FROM STA. 391+50 TO STA. 394+00.

2. IF OPTION IS AWARDED, PLACEMENT OF FILL SOUTH

OF STA. 391+50 WILL BE PAID UNDER OPTION A.

3. DO NOT PLACE FILL LANDWARD OF THE LANDWARD LIMIT OF FILL

GENERAL SHEET NOTES

+15.4+15.3 +15.1 +14.2

+13.8

+13.6

+12.9

+12.6

+12.0 +11.9

+11.7

+11.7+11.7

+10.9

+10.8

+10.6

+10.1 +10.0 +9.7

+9.6

+9.5 +8.3+8.3

+7.9

+7.4 +7.2 +7.1

+7.0

+6.5

+6.4 +6.2

+5.3+5.3

+5.0 +4.9

+4.8+4.7

+4.7 +4.3

+4.0

+3.5 +1.9

+0.8 +0.0

2.1 2.5

3.7 3.9

4.65.8 6.1 7.1

7.2 8.3

8.4 9.0

9.1

9.7

9.8

9.8 9.9

9.9

10.0

10.1

10.2

10.3

10.4

10.5

10.5 10.5

10.6

10.8

10.9

11.0

11.0 11.0

11.0

11.1

11.2

11.3 11.3

11.3

11.4

11.5

11.6 11.6

11.6

11.7

11.7 11.7

11.8

11.9

12.1

12.3

12.4

12.5

12.6

12.7

12.8

12.9

13.0

13.5

13.5 13.6

13.6

13.7

13.8

13.9

14.1

14.2

14.4

14.4 14.5

14.5

14.8

14.9

15.2

15.3

15.4

15.7

15.7 15.9

CL6

CL8

CL7

4+ on

X= 888500

X= 888000

X= 887500

M A

T C

N E

S H

E E

T C

-0

S T

A . 3

T-40 T-41

R-39A T-40A

T-41A

X= 889000

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

CBL

SURFSIDE DRSOUTH OCEAN DRIVE - A1A

D R.

APPROXIMATE

TOE OF FILL

APPROXIMATE

HARDBOTTOM EDGE

OPTION A

SEAWARD EDGE

OF SLOPED BERM

EL. +4.8' NAVD88

S T

A . 4

S O

U T

H E

R N

T A

. 4

40' FLAT BERM

TAPER

SEAWARD EDGE

OF FLAT BERM

EL. +6.8' NAVD88

CL6

CL8

CL7

LLOF

7- O ct -2

-F

-C

W G

R . P

W . R

. 4

H F

C-04

100' 200'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

R E

N P

R O

R T

C E

H R

U R

. L U

C O

U N

, F

2E P2

GENERAL SHEET NOTES

1. DO NOT PLACE FILL LANDWARD OF THE LANDWARD LIMIT OF FILL

NOT TO SCALE

EXISTING GRADE

CONSTRUCTION

BASELINE (CBL)

STATION

SEAWARD EDGE

OF FLAT BERM

338+65 TO 349+17

349+17 TO 350+15

350+15 TO 354+97

354+97 TO 360+25

TRANSITION

BACKSLOPE DETAIL SKETCH

ELEV. +11.0'3 MIN

SEAWARD EDGE OF

EXISTING VEGETATION

BACKSLOPE

IF NEEDED

(SEE NOTE 1)

TRANSITION

70360+25 TO 363+00

363+00 TO 366+00

366+00 TO 409+23

409+23 TO 410+73

TRANSITION

TAPER TO EXISTING

BEACH FILL

FORESHORE BERM

0 100 200 300 400 500 600 700 800

T, N

+10

+20

+10

+20

TYPICAL PROFILE SECTION (PERPENDICULAR FROM CBL)

APPROXIMATE EXISTING GRADE

T, N

8 ELEV. +6.8'

ELEV. +4.8'

50' 100'0 0 5' 10'

HORIZONTAL VERTICAL

BACKSLOPE

IF NEEDED

(SEE DETAIL

BELOW)

UPPER BERM

RESTORATION

(SEE TABLE)

+0.5' TOLERANCE

FLAT BERM

SEAWARD EDGE OF

FLAT BERM VARIES

(SEE TABLE)

ELEV. +11.0'

SEAWARD EDGE OF

UPPER BERM VARIES

(SEE TABLE)

SLOPED BERM

PROJECT DIMENSIONS

DISTANCE OFFSET OF CBL (FEET)

SEAWARD EDGE

OF UPPER BERM

TRANSITION

TRANSITION TO 25

UPPER

BERM

7- O ct -2

-F

-C

W G

R . P

W . R

R O

C-05

GENERAL SHEET NOTES

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

R E

N P

R O

R T

C E

H R

U R

. L U

C O

U N

, F

2E P2

1. SEE SPECIFICATIONS SECTION 35 20 25 "PROTECTION OF EXISTING

VEGETATION" PARAGRAPH FOR MORE INFORMATION.

(TYPICAL SECTION)

PAYMENT AREA

TOLERANCE TEMPLATE AREA

REQUIRED TEMPLATE AREA

(TYPICAL SECTION)

PAYMENT AREA

ACCEPTANCE PROFILES

NOT TO SCALE

FORESHORE SLOPE

UP-SLOPE SLOUGH ZONE

WATERLINE (VARIES)

NOT TO SCALE

PAYMENT PROFILES

NOTES:

A(R) = REQUIRED AREA

A(T) = TOLERANCE AREA

A(P) = PAYMENT AREA

A(R)

A(T)

NOTES:

(TYPICAL SECTION)

ACCEPTANCE

WATERLINE (VARIES)

A(R) ≤ A(P) ≤ A(T)

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

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

1. NO COMPENSATING SLOPES SHALL BE USED FOR DUNE PLACEMENT.

2. NO PAYMENT WILL BE MADE FOR MATERIAL ABOVE TOLERANCE LANDWARD OF THE SEAWARD EDGE OF THE SLOPING BERM.

3. PAYMENT WILL BE DEDUCTED FOR AREA BELOW THE REQUIRED TEMPLATE LANDWARD OF THE SEAWARD EDGE OF THE SLOPING

BERM.

4. COMPENSATING SLOPE MATERIAL MAY NOT OFFSET VOIDS IN THE TOLERANCE TEMPLATE LANDWARD OF THE SEAWARD EDGE OF

THE SLOPING BERM.

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

NO SURVEY IS REQUIRED FOLLOWING FINAL GRADING. THE FINAL GRADING CONDITION WILL BE INSPECTED BY THE ON-SITE GOVERNMENT REPRESENTATIVE TO VERIFY IF THE SURFACE QUALIFIES FOR ACCEPTANCE.

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

AS DETERMINED BY THE CONTRACTING OFFICER.

A(P)

POST-

CONSTRUCTION

PAY SURVEY

CONSTRUCTION

TOLERANCE

REQUIRED

TEMPLATEPRE-CONSTRUCTION

SURVEYED CONDITION

CONSTRUCTION

TOLERANCE

REQUIRED

TEMPLATEPRE-CONSTRUCTION

SURVEYED CONDITION

POST-

CONSTRUCTION

PAY SURVEY

CONSTRUCTION

TOLERANCE

REQUIRED

TEMPLATEPRE-CONSTRUCTION

SURVEYED CONDITION

POST-CONSTRUCTION

AND FINAL GRADING

ACCEPTANCE SURFACE

(SEE NOTE 1)

CONSTRUCTION

TOLERANCE

REQUIRED

TEMPLATE

SEE NOTE 2

PRE-CONSTRUCTION

SURVEYED CONDITION

SLOPING

BERMFLAT BERM

POST-

CONSTRUCTION

PAY SURVEY

WATERLINE (VARIES)

A(P)

POST-

CONSTRUCTION

PAY SURVEY

CONSTRUCTION

TOLERANCE

REQUIRED

TEMPLATEPRE-CONSTRUCTION

SURVEYED CONDITION

7- O ct -2

-F

-C

W G

R . P

W . R

D A

C C

N C

O N

C-06

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

R E

N P

R O

R T

C E

H R

U R

. L U

C O

U N

, F

2E P2

PROFILE FDEP RANGE R-34AC-01

HORIZONTAL

PROFILE FDEP RANGE R-35C-01

PROFILE FDEP RANGE R-35AC-02

PROFILE FDEP RANGE T-36C-02

PROFILE FDEP RANGE T-36AC-02

PROFILE FDEP RANGE R-37C-02

T (N

RANGE

772+32

0 100 200 300 400 500 600 700 800

T (N

RANGE

777+18

0 100 200 300 400 500 600 700 800

T (N

RANGE

782+14

0 100 200 300 400 500 600 700 800

T (N

RANGE

787+10

0 100 200 300 400 500 600 700 800

T (N

RANGE

792+14

0 100 200 300 400 500 600 700 800

T (N

RANGE

797+82

0 100 200 300 400 500 600 700 800

BEACH FILL

VEGETATION

EXISTING GRADE

+0.5 FOOT TOLERANCE

1 45

ELEV. +6.8'

53.5' 99.4'131.2'

ELEV. +11.0'

ELEV. +4.8'

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

100' 200'0

VERTICAL

10' 20'0

HORIZONTAL

100' 200'0

VERTICAL

HORIZONTAL

100' 200'0

VERTICAL HORIZONTAL

100' 200'0

VERTICAL

HORIZONTAL

100' 200'0

VERTICAL

HORIZONTAL

100' 200'0

VERTICAL

10' 20'0

10' 20'0 10' 20'0

10' 20'0

7- O ct -2

-F

-C

W G

R . P

W . R

C-07

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

R E

N P

R O

R T

C E

H R

U R

. L U

C O

U N

, F

2E P2

PROFILE FDEP RANGE R-37AC-03

PROFILE FDEP RANGE R-38C-03

PROFILE FDEP RANGE R-38AC-03

PROFILE FDEP RANGE R-39C-03

PROFILE FDEP RANGE R-39AC-04

PROFILE FDEP RANGE T-40C-04

T (N

RANGE

742+73

0 100 200 300 400 500 600 700 800

T (N

RANGE

747+37

0 100 200 300 400 500 600 700 800

T (N

RANGE

752+38

0 100 200 300 400 500 600 700 800

T (N

RANGE

757+13

0 100 200 300 400 500 600 700 800

T (N

RANGE

762+33

0 100 200 300 400 500 600 700 800

T (N

RANGE

767+20

0 100 200 300 400 500 600 700 800

VEGETATION

EXISTING GRADE

+0.5 FOOT TOLERANCE

ELEV. +6.8'

ELEV. +4.8'

90.0'40.0'

BEACH FILL

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

HORIZONTAL

100' 200'0

VERTICAL

HORIZONTAL

100' 200'0

VERTICAL

HORIZONTAL

100' 200'0

VERTICAL HORIZONTAL

100' 200'0

VERTICAL

HORIZONTAL

100' 200'0

VERTICAL

HORIZONTAL

100' 200'0

VERTICAL

10' 20'0

10' 20'0 10' 20'0

10' 20'0

7- O ct -2

-F

-C

W G

R . P

W . R

C-08

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

R E

N P

R O

R T

C E

H R

U R

. L U

C O

U N

, F

2E P2

PROFILE FDEP RANGE T-40AC-04

PROFILE FDEP RANGE T-41C-04

T (N

RANGE

732+71

0 100 200 300 400 500 600 700 800

T (N

RANGE

737+28

0 100 200 300 400 500 600 700 800

BEACH FILL

VEGETATION

EXISTING GRADE

+0.5 FOOT TOLERANCE

ELEV. +6.8'

90.0'50.0'

ELEV. +4.8'

+10

+20

+10

+20

+10

+20

+10

+20

HORIZONTAL

100' 200'0

VERTICAL

HORIZONTAL

100' 200'0

VERTICAL

10' 20'0

7- O ct -2

-F

-C

W G

R . P

W . R

C-09

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

R E

N P

R O

R T

C E

H R

U R

. L U

C O

U N

, F

2E P2

.3 35

ATLANTIC OCEAN

CAPRON SHOALBORROW AREA

X= 911000

X= 910000

X= 909000

X= 908000

X= 907000

X= 906000

X= 905000

X= 904000

X= 903000

TARGET DEPTH

DISTURBANCE DEPTH

MAXIMUM EXCAVATION DEPTH

BORROW AREA DEPTH MLLW CONVERSION

NAVD88: 2.75'

MLLW: 0'

38.0

(X) EASTING (Y) NORTHING

PLANE COORDINATES (NAD83(90))

E D

POINT

CAPRON SHOAL BORROW AREA LIMITS

A B C D E F G H I J K L

905,778 906,674 906,892 906,520 906,520 907,056 907,056 905,237 906,030 907,783 906,936 905,174

907,882

1,129,951 1,130,923 1,130,426 1,128,340 1,127,759 1,126,326 1,125,865 1,125,869 1,128,341 1,126,020 1,121,469 1,121,470

1,127,779

R S

O P Q R S T U

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

V X

M 906,156 1,127,535

906,156 1,126,569

905,462 1,126,569

36.8 40.8 37.5

CUT-C

CUT-D

CUT-B

CUT-A

CB-STL-C1R4

CB-STL-C3

CB-STL-C4

CB-STL-C5 CB-STL-C6

CB-STL-C7

CB-STL-C9R2

CB-STL-C13

CB-STL-C14

CB-STL-C16

CB-STL-C17

CB-STL-C18

CB-STL-C19

CB-STL-C20

CB-STL-C21R2

CB-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-FP2012-01

VB-FP2012-02

VB-FP2012-03

VB-FP2012-04

VB-FP2012-05

VB-FP2012-06

VB-FP2012-08

VB-FPSP06-1

VB-FPSP06-2

VB-FPSP06-3

VB-FPSP06-4

VB-FPSP06-17

VB-FPSP06-18

VB-FPSP06-20

VB-FPSP06-21

7- O ct -2

-F

-C

W G

R . P

W . R

Y C

O N

S H

B O

R R

O W

A R

C-10

GENERAL SHEET NOTES

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

R E

N P

R O

R T

C E

H R

U R

. L U

C O

U N

, F

2E P2

CAPRON SHOAL BORROW AREA

500' 1000'0

1. DREDGING OUTSIDE THE BORROW AREA LIMITS SHOWN IS

PROHIBITED. PERFORM EXCAVATION IN A UNIFORM AND

CONTINUOUS MANNER TO AVOID CREATING HOLES,

VALLEYS, OR RIDGES. REFER TO "EXCAVATION" IN

SPECIFICATIONS SECTION 35 20 25 "BEACH FILL" FOR

MANAGING EXCAVATION OF THE BORROW AREAS.

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

MAXIMUM OF TWO (2) FEET BELOW THE MAXIMUM DEPTH

SHOWN. UNDER NO CIRCUMSTANCES SHALL THE

CONTRACTOR ALLOW SEDIMENT DISTURBANCE TO OCCUR

BELOW THE DISTURBANCE DEPTH. MATERIAL WITHIN THE

DISTURBANCE DEPTH CAN BE AGITATED BUT NOT

REMOVED.

3. BORING LOGS ARE PROVIDED IN SECTION 00 31 32

GEOTECHNICAL DATA REPORT.

4. CUTS A AND B MAY BE EXCAVATED CONCURRENTLY. IT IS

EXPECTED THAT FILL MATERIAL WILL PREDOMINANTLY

COME FROM WITHIN THE SHADED AREA.

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

SURVEY CONTROL ON G-05.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

R E

N P

R O

R T

C E

H R

U R

. L U

C O

U N

, F

2E P2

Sheets and Views

113090-FPBR23-Gl001-G-01

113090-FPBR23-Gl002-G-02

113090-FPBR23-Gl003-G-03

113090-FPBR23-Gl004-G-04

113090-FPBR23-Gl005-G-05

113090-FPBR23-CN001-C-01

113090-FPBR23-CN002-C-02

113090-FPBR23-CN003-C-03

113090-FPBR23-CN004-C-04

113090-FPBR23-CN005-C-05

113090-FPBR23-CN006-C-06

113090-FPBR23-CN007-C-07

113090-FPBR23-CN008-C-08

113090-FPBR23-CN009-C-09

113090-FPBR23-CN010-C-10

File details come from the government source that posted it. Updated Nov 7, 2022.