FCBR24_PLANS_07DEC2023_DRAFT.pdf

PDF 6 MB Posted Dec 10, 2023

Attached to: Flagler County Coastal Storm Risk Management (CSRM) Project – City of Flagler Beach, Florida
Solicitation number: W912EP24Z0005
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 21, 2023

This document provides plans for a beach and dune restoration project in Flagler County, Florida. The project includes construction of new beaches and dunes along approximately 10 miles of coastline through placement of over 1 million cubic yards of sand fill. The plans specify template designs and construction details for the new beaches and dunes to provide coastal storm risk management. The project will be awarded through Solicitation No. W912EP24Z0005 issued by the U.S. Army Corps of Engineers Jacksonville District and involves construction at sites from Station 775+50 to Station 963+20 along Flagler County beaches.

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24B0005CSRMFlagerFY24Vol2Specs_BCOESRev_R2_231207_DRAFT.pdf	PDF	Dec 10, 2023

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F L A G L E R C O U N T Y

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

F L A G L E R B E A C H

V O L U S I A C O U N T Y

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G-01

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

Jacksonville District

COASTAL STORM RISK MANAGEMENT PROJECT

FLAGLER BEACH INITIAL CONSTRUCTION AND

NORTH AND SOUTH REACHES BEACH AND DUNE

RESTORATION 2024

W912EP24B0005

US Army Corps of Engineers

SHEET INDEX

SHEET ID SHEET TITLE

GENERAL

G-01 COVER AND SHEET INDEX

G-02

ABBREVIATIONS, SYMBOLS AND NOTES

G-03 PROJECT OVERVIEW

G-04 CONTROL DATA - BEACH

G-05 CONTROL DATA - BEACH

G-06 CONTROL DATA - BEACH

CIVIL

C-01 BEACH FILL PLAN VIEW - STA. 775+50 TO STA. 801+00

C-02 BEACH FILL PLAN VIEW - STA. 801+00 TO STA. 823+00

C-03 BEACH FILL PLAN VIEW - STA. 823+00 TO STA. 845+50

C-04 BEACH FILL PLAN VIEW - STA. 845+50 TO STA. 868+00

C-05 BEACH FILL PLAN VIEW - STA. 868+00 TO STA. 890+50

C-06 BEACH FILL PLAN VIEW - STA. 890+50 TO STA. 913+00

C-07 BEACH FILL PLAN VIEW - STA. 913+00 TO STA. 935+00

C-08 BEACH FILL PLAN VIEW - STA. 935+00 TO STA. 958+00

C-09 BEACH FILL PLAN VIEW - STA. 958+00 TO STA. 963+20

C-10 FEDERAL REACH - BEACH FILL TYPICAL PROFILE

C-11 NORTH AND SOUTH REACH - BEACH FILL TYPICAL PROFILE

C-12 PAYMENT AND ACCEPTANCE PROFILES

C-13 FEDERAL REACH - DUNE VEGETATION AND PLANTING

C-14 FEDERAL REACH - DUNE PROTECTION AND EROSION PREVENTION

C-15 FEDERAL REACH - SAND FENCE

C-16 BEACH PROFILES - R-077 TO R-082

C-17 BEACH PROFILES - R-083 TO R-088

C-18 BEACH PROFILES - R-089 TO R-094

C-19 BEACH PROFILES - R-095 TO R-096

C-20 BORROW AREA 3A

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FLAGLER COUNTY, FLORIDA

G - GENERAL

C - CIVIL

APPROXIMATE

BERM CREST

CONSTRUCTION BASELINE

CENTERLINE

COUNTY ROUTE

COASTAL STORM RISK MANAGEMENT

DRAWING

EROSION CONTROL LINE

ELEVATION

EDGE OF BERM

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

FLORIDA DEPARTMENT OF TRANSPORTATION

FOOT/FEET

INVERT

IRON PIPE

LINEAR FOOT

MAXIMUM

MEAN HIGH WATER

MINIMUM

MEAN LOWER LOW WATER

MEAN LOW WATER

NORTH AMERICAN VERTICAL DATUM OF 1998

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NOT TO SCALE

POINT OF INTERSECTION

REQUEST FOR INFORMATION

APPROX

CBL

CRSM

DWG

ECL

ELEV

EOB

FDEP

FDOT

INV

MAX.

MHW

MIN.

MLLW

MLW

NAVD88

NOAA

N.T.S.

RFI

DISCIPLINE DESIGNATOR

TERMS AND ABBREVIATIONS

GENERAL NOTES

PROJECT LEGEND

REFERENCE SYMBOL KEY

GENERAL SYMBOLOGY

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.

8. LOCATE AND FIELD VERIFY ALL STRUCTURES AND EXISTING UTILITIES (ABOVE-GROUND AND BELOW-GROUND), WHETHER SHOWN OR NOT ON THE DRAWINGS, BEFORE BEGINNING WORK.

RANGE

SLOPED BERM CREST

SQUARE FEET

STATION

TOLERANCE

TOE OF SLOPE

TYPICAL

UNITED STATES ARMY CORPS OF ENGINEERS

UNITED STATES COAST GUARD

RGE

SBC

STA

TOL

TOS

TYP

USACE

USCG

CONSTRUCTION BASELINE POINT

FDEP RANGE MONUMENT

WITH AZIMUTH BEARING

SURVEY HORIZONTAL AND VERTICAL CONTROL POINT

CONSTRUCTION BASELINE WITH STATIONING

STATE/FEDERAL WATERS BOUNDARY

APPROXIMATE EXISTING GRADE

CL1

VB-JH99-22

VIBRACORE BORING

FILL SLOPE INDICATOR SYMBOL

FILL SLOPE 1' VERTICAL TO X' HORIZONTAL

1 on X

BEACH FILL AREA (PLAN VIEW)

BEACH FILL AREA (PROFILE VIEW)

TOLERANCE BERM BELOW EXISTING SURFACE

EXISTING GRADE

DUNE VEGETATION (PLAN VIEW)

DUNE VEGETATION (PROFILE VIEW)

STAGING AND ACCESS AREA

EROSION CONTROL LINE

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

TITLE

DRAWING AREA TITLE

PLAN

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

DRAWING AREA TITLE WITH ASYMMETRICAL SCALES

REDUCED TO FIT

BEACH FILL

C-16

HORIZONTALVERTICAL

10' 20'0 200'0 100'

SURVEY NOTES - BEACH

EROSION CONTROL POINT

AVOIDANCE AREA WITH BUFFER

PUBLIC ACCESS FOR POST & ROPE, AND DUNE SIGNS

1. REFER TO SURVEY NO. 19-066 FOR BORROW AREA.

2. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO NAVD88.

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

NAVD88.

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(2011)).

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

FOLLOWING REFERENCE BASE LOCATION:

REFERENCE BASE LOCATED AT NGS "73 77 A12 RM 2" (PID: AQ1653) NORTHING: 1,883,030.15' EASTING:

610,481.86' NAVD88 ELEV: 15.94' (FROM NGS DATA SHEET)

7. VERTICAL MEASUREMENTS WERE MADE USING A R2SONIC 2026 MULTI-BEAM SYSTEM AND A ROSS 835C

SMART SOUNDER OPERATING AT 24 & 200 KHZ. ALL SOUNDINGS SHOWN ARE IN HIGH FREQUENCY (240

KHZ).

VESSEL DATE OF SURVEY AREA

SV FLORIDA II 3-13 APR 2019 FLAGLER CO. BORROW AREA 3A

SV JACKSONVILLE 14-16 MAY 2019 FLAGLER CO. BORROW AREA 3A

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.

1. THE PURPOSE OF THIS SURVEY WAS TO PERFORM A TOPOGRAPHIC AND HYDROGRAPHIC SURVEY OF THE FLAGLER COUNTY

SHORE PROTECTION PROJECT. DATA CAPTURES THE CONDITIONS IN THE WAKE OF HURRICANES IAN AND NICOLE.

2. DATA WAS COLLECTED BY ARC SURVEYING AND MAPPING, JACKSONVILLE FL, ALONG EACH RANGE LINE AS OUTLINED BY THE

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION'S GUIDELINES FOR THIS COUNTY.

3. DATA WAS COLLECTED BETWEEN 09 DECEMBER 2022 THROUGH 14 FEBRUARY. 2023.

4. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (2011), FLORIDA STATE PLANE

COORDINATE SYSTEM, FLORIDA EAST ZONE, U.S. SURVEY FEET.

5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) U.S. SURVEY FEET.

6. TOPOGRAPHIC COMPONENT: THE SURVEY WAS PERFORMED UTILIZING REAL-TIME KINEMATIC (RTK) GPS SURVEYING

PROCEDURES. CORRECTIONS WERE OBTAINED FROM TRIMBLE VRS NETWORK. POSITIONAL ACCURACY VERIFICATION WAS

DOCUMENTED AT THE BEGINNING AND END OF EACH DAY OF SURVEY DATA ACQUISITION. TOPOGRAPHIC DATA RESOLUTION

DID NOT EXCEED 25-FEET AND INCLUDED ALL BREAKS ALONG EACH PROFILE RANGE. DATA WAS COLLECTED BEGINNING AT

EACH PROFILE ORIGIN AND EXTENDED SEAWARD TO A MINIMUM DEPTH -3.0 FEET NAVD88 OR GREATER ALONG THE HISTORIC

GRID BEARING OF EACH PROFILE.

7. BATHYMETRIC COMPONENT: OFFSHORE PROFILES WERE SURVEYED FOR MONITORING RANGES R-001 THROUGH R-100. A

28-FOOT VESSEL CONFIGURED WITH AN AUTOMATED HYDROGRAPHIC DATA ACQUISITION SYSTEM WAS UTILIZED FOR THE

COLLECTION OF OFFSHORE BATHYMETRIC DATA. SENSOR CALIBRATIONS WERE PERFORMED EACH DAY AND DOCUMENTED AS

PART OF THIS SURVEY. BATHYMETRIC SURVEY DATA WAS COLLECTED AS CLOSE AS POSSIBLE WITH THE UPLAND

TOPOGRAPHIC SURVEY DATA COLLECTION ALLOWABLE BY FAVORABLE SEA AND TIDE CONDITIONS. BATHYMETRIC SURVEY

DATA COLLECTION WAS CONDUCTED DURING HIGH TIDE PERIODS. OFFSHORE PROFILES EXTENDED TO A MINIMUM OF 3000

FEET OFFSHORE FROM THE MOST LANDWARD OFFSHORE DATA POINT OR TO -30 FEET (NAVD88), WHICHEVER WAS REACHED

FIRST. SEAS WERE LESS THAN TWO FEET IN HEIGHT FOR ALL BATHYMETRIC SURVEY DATA COLLECTION.

8. THE INFORMATION DEPICTED BY THIS DATA REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED ABOVE

AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME. THE INFORMATION DEPICTED BY

THIS DATA REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED

AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

SURVEY NOTES - BORROW AREA

SOUNDING / ELEV.4.5 +4.8

EROSION CONTROL LINE POINTEL1

APPROXIMATE TOE OF FILL

65.5

BORROW AREA MAXIMUM DEPTHS

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STATE/FEDERAL WATERS BOUNDARY

HWY 100

V O L U S I A C O U N T Y

F L A G L E R / V O L U S I A C O U N T Y

S T A T E B O U N D A R Y

BORROW AREA MAP

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

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STATE/FEDERAL WATERS BOUNDARY

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6000' 12000'0

PROJECT OVERVIEW

FLAGLER COUNTY

LOCATION OF WORK

N.T.S.

ST AUGUSTINE

JACKSONVILLE

GAINESVILLE

TALLAHASSEE

GEORGIA

ALABAMA

PENSACOLA

ORLANDO

CANAVERAL

ST LUCIE

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

TAMPA

FT MYERS

KEY WEST

LOCATION MAP

LAKE

OKEECHOBEE

GULF OF MEXICO

ATLANTIC

OCEAN

FLORIDA

FLAGLER BEACH

6000' 12000'0

CONTRUCTION BASELINE

(X) - EASTING

(Y) - NORTHING

1,873,377.50

1,871,194.52

1,870,011.19

1,868,862.59

614,741.73

615,694.98

616,188.94

616,655.53

CBL STATIONING

767+00.00

790+82.03

803+64.32

816+04.07

PT.

PLANE COORDINATES

EROSION CONTROL LINE

PT.

(X) - EASTING (Y) - NORTHING

1,870,967.75

1,870,776.11

1,870,582.40

1,870,397.43

1,870,202.58

1,870,009.27

1,869,803.04

1,869,587.95

1,869,393.48

1,869,201.37

1,868,987.57

1,868,801.63

1,868,597.27

1,868,398.73

1,868,209.54

1,868,022.06

1,867,835.87

1,867,651.67

1,867,462.01

1,867,274.82

1,867,086.53

615,932.48

616,045.54

616,128.84

616,206.87

616,271.89

616,343.08

616,409.64

616,480.49

616,557.30

616,638.80

616,720.30

616,786.45

616,868.16

616,953.47

617,026.92

617,101.09

617,175.96

617,254.98

617,329.71

617,407.54

617,480.87

PLANE COORDINATES

2080 615,286.47 1,872,496.82

2081 615,355.80 1,872,310.67

2082 615,434.20 1,872,115.07

2083 615,518.03 1,871,914.58

2084 615,584.77 1,871,727.07

2085 615,661.72 1,871,533.37

2086 615,742.70 1,871,356.38

2087 615,833.38 1,871,163.69

2088 615,932.48 1,870,967.75

614,891.33

614,967.64

615,048.58

615,135.03

615,216.47

1,873,409.76

1,873,235.66

1,873,046.31

1,872,856.75

1,872,680.24

F602 14

73 77 A27

872 0757 D

DESIGNATION PID EASTING NORTHING NAVD88 MLLW

SURVEY CONTROL

NOTE:

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

HORIZONTAL CONTROL.

2. SURVEY BENCHMARKS HAVING AN ELEVATION PUBLISHED IN THE VERTICAL

DATUM OF "MLLW" ARE "KTD" MODEL/TIDAL CALIBRATION POINTS.

APPLICABLE TO SURVEY No.

73 77 A 12 RM 2 FLDT

U 320

N/A

AQ1706

DM2735

AQ1653

AQ0555

588,881.91

591,547.82

591,550.60

610,481.86

610,660.SC

1,938,820.71

1,930,944.60

1,920,438.78

1,883,030.15

1,882,910.SC

16.99

6.19

9.09

15.94

19.44

23-129

19-066

23-129

(Y) - NORTHING(X) - EASTING

FDEP RANGE MONUMENT CONTROL

PLANE COORDINATES

POINT

AZIMUTH

(DEGREES)

ALL AZIMUTHS ARE GRID MEASURED CLOCKWISE FROM NORTH

R-076

R-077

R-078

R-079

R-080

R-081

R-082

R-083

1,873,336.71

1,872,469.52

1,871,576.74

1,870,704.70

1,869,801.68

1,868,930.25

1,868,003.50

1,867,167.11

614,692.68

615,138.95

615,517.27

615,920.00

616,198.31

616,573.99

616,963.16

617,305.17

P.I. STA. 790+82.03

P.I. STA. 803+64.32

P.I. STA. 816+04.07

P.I. STA. 767+00.00

73 77 A27 F602 14872 0757 D

H 319

U 32073 77 A 12 RM 2 FLDT

H 319

F L A G L E R

B E A C H

A T L A N T I C

O C E A N

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LIN

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TA. 8

37+00

ECL

CBL

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R-077

R-078

R-079

R-080

R-081

R-082

R-083

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T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L

T R

I C

J A

C K

S O

N V

I L

P L

F I L

A M

A N

S I

E P

C O

A S

T A

T O

A N

A G

E M

E N

R O

J E

C T

F L

A G

L E

E A

I T

I A

O N

S T

R U

C T

I O

N D

N O

R T

C H

E S

T O

R A

T I O

F L

A G

L E

O U

N T

L O

R I D

C P

W A

R E

A D

F C

B R

W G

A E

W S

T B

M A

T T

I S

O N

J O

S H

R M

E S

A J

S A

400' 800'0

CONTROL DATA - STA. 767+00 TO 837+00

P.I. STA. 848+83.99

P.I. STA. 864+45.06

P.I. STA. 885+53.47

P.I. STA. 891+60.01

A T L A N T I C

O C E A N

F L A G L E R

B E A C H

R-084

R-085

R-086

R-087

R-088

R-089

R-090

R-091

ATCH

LIN

E S

EET G

-0 4 S

TA. 8

37+00

MATCHLINE SHEET G-06 STA. 910+00

ECL

CBL

EROSION CONTROL LINE

PT.

(X) - EASTING (Y) - NORTHING

1,866,903.25

1,866,714.85

1,866,529.28

1,866,339.70

1,866,151.01

1,865,961.37

1,865,770.47

1,865,589.66

1,865,407.40

1,865,217.71

1,865,032.66

1,864,848.03

1,864,650.25

1,864,463.84

1,864,280.94

1,864,090.83

1,863,895.93

1,863,707.67

1,863,522.68

1,863,335.36

1,863,150.57

1,862,966.34

1,862,782.02

1,862,583.44

1,862,394.91

1,862,214.49

1,862,028.10

1,861,835.58

1,861,647.33

1,861,454.80

1,861,270.28

1,861,083.17

1,860,889.22

1,860,699.61

1,860,509.90

1,860,321.46

617,552.73

617,626.61

617,703.91

617,785.22

617,861.02

617,941.50

618,021.33

618,103.02

618,182.09

618,257.79

618,338.83

618,419.87

618,503.92

618,579.84

618,662.89

618,735.53

618,812.84

618,882.66

618,958.70

619,035.75

619,116.45

619,194.52

619,266.19

619,348.35

619,424.14

619,514.26

619,582.08

619,643.18

619,713.25

619,791.91

619,866.52

619,942.13

620,019.56

620,096.19

620,173.79

620,246.33

PLANE COORDINATES

CONTRUCTION BASELINE

PT.

PLANE COORDINATES

(X) - EASTING

1,865,830.15

1,864,388.39

1,862,431.44

1,861,864.22

617,905.40

618,503.95

619,288.64

619,503.47

CBL STATIONING

864+45.06

848+83.99

885+53.47

891+60.01

(Y) - NORTHING

(Y) - NORTHING(X) - EASTING

FDEP RANGE MONUMENT CONTROL

POINT

AZIMUTH

(DEGREES)

ALL AZIMUTHS ARE GRID MEASURED CLOCKWISE FROM NORTH

R-084

R-085

R-086

R-087

R-088

R-089

R-090

R-091

1,866,195.69

1,865,522.65

1,864,631.17

1,863,754.29

1,862,955.48

1,862,201.52

1,861,309.26

1,860,446.35

617,695.84

617,978.02

618,347.00

618,700.67

619,040.95

619,322.25

619,660.25

620,076.07

PLANE COORDINATES

D e c

C B

R G

W G

N Y

D E

A T

T I S

O N

I N

T O

E I L L Y

S T

T A

C O

N T

R O

A T

G E

N E

R A

G-05

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

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L

T R

I C

J A

C K

S O

N V

I L

P L

F I L

A M

A N

S I

E P

C O

A S

T A

T O

A N

A G

E M

E N

R O

J E

C T

F L

A G

L E

E A

I T

I A

O N

S T

R U

C T

I O

N D

N O

R T

C H

E S

T O

R A

T I O

F L

A G

L E

O U

N T

L O

R I D

C P

W A

R E

A D

F C

B R

W G

A E

W S

T B

M A

T T

I S

O N

J O

S H

R M

E S

A J

S A

400' 800'0

CONTROL DATA - STA. 837+00 TO 910+00

P.I. STA. 937+50.17

P.I. STA. 982+43.05

F L A G L E R

B E A C H

A T L A N T I C

O C E A N

R-092

R-093

R-094

R-095

R-096

R-097

R-098

R-099

MATCHLINE SHEET G-05 STA. 910+00

ECL

CBL

EROSION CONTROL LINE

PT.

(X) - EASTING (Y) - NORTHING

1,860,128.29

1,859,945.05

1,859,761.74

1,859,579.87

1,859,389.20

1,859,194.23

1,858,997.48

1,858,804.82

1,858,619.83

1,858,433.72

1,858,249.39

1,858,057.55

1,857,876.34

1,857,688.63

1,857,489.78

1,857,297.05

1,857,111.63

1,856,924.20

620,317.89

620,393.88

620,473.02

620,555.85

620,623.93

620,688.80

620,757.15

620,822.64

620,898.34

620,976.83

621,053.99

621,124.25

621,199.97

621,277.06

621,354.71

621,421.18

621,488.79

621,562.92

PLANE COORDINATES

CONTRUCTION BASELINE

PT.

(X) - EASTING

CBL STATIONING

937+50.17

982+43.05

PLANE COORDINATES

1,857,584.81

1,853,406.40

621,163.67

622,814.97

(Y) - NORTHING

R-096

DESIGNATION PID EASTING NORTHING NAVD88 MLLW

SURVEY CONTROL

APPLICABLE TO SURVEY No.

N/A 621,639.91 1,856,062.31 19.72 23-129

(Y) - NORTHING(X) - EASTING

FDEP RANGE MONUMENT CONTROL

POINT

AZIMUTH

(DEGREES)

ALL AZIMUTHS ARE GRID MEASURED CLOCKWISE FROM NORTH

R-092

R-093

R-094

R-095

R-096

R-097

R-098

R-099

1,859,563.25

1,858,673.22

1,857,786.87

1,856,860.65

1,856,062.21

1,855,172.09

1,854,295.55

1,853,412.67

620,423.69

620,769.85

621,107.76

621,317.87

621,639.80

622,026.94

622,468.49

622,823.89

PLANE COORDINATES

D e c

C B

R G

W G

N Y

D E

A T

T I S

O N

I N

T O

E I L L Y

S T

T A

C O

N T

R O

A T

G E

N E

R A

G-06

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

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L

T R

I C

J A

C K

S O

N V

I L

P L

F I L

A M

A N

S I

E P

C O

A S

T A

T O

A N

A G

E M

E N

R O

J E

C T

F L

A G

L E

E A

I T

I A

O N

S T

R U

C T

I O

N D

N O

R T

C H

E S

T O

R A

T I O

F L

A G

L E

O U

N T

L O

R I D

C P

W A

R E

A D

F C

B R

W G

A E

W S

T B

M A

T T

I S

O N

J O

S H

R M

E S

A J

S A

400' 800'0

CONTROL DATA - STA. 910+00 TO 982+43.05

+17.5

+19.0 +17.0

+14.0 +11.6 +8.9

+4.8 +2.4 0.5

4.2

4.0 4.1 4.2 4.4 4.6 5.0

5.3

+18.6 +16.7

+13.8 +11.0 +9.5

6.3

7.7 8.3

+5.7 +2.7

0.2

9.5 10.5 10.9

11.5

2.8 2.9

2.9 3.1

11.9

12.3

12.6 12.9

3.0 3.4 3.7 3.9

13.1

13.1 13.3

13.6

+18.

4.6 5.2 5.7

6.5

13.1 13.2

13.6 13.7

+18.8 +18.0 +17.8

+12.7

7.4

8.7 9.3

13.5 13.8 14.0

14.3

+9.4 +6.0 +4.0 +1.8

10.4 10.9 11.3

12.4

14.5

14.7 14.7

14.9

0.7

3.3

3.7

13.0

13.7

14.5

14.8

14.9 15.0

15.1

3.9

14.5

14.7

14.9 15.0

15.1

15.4

15.8 15.9

4.2

4.6 5.0 5.6

13.5 13.8

14.0

14.6

16.2

16.3

16.6

6.2 6.7

7.5

8.2

14.3 14.5

14.7

16.8 17.0 17.1

17.3

9.0

9.7 10.3

11.2

14.9

15.3 15.5

15.6

17.4 17.7

17.9 18.2 18.4

11.8 12.2 12.8 12.9

15.8

15.9

16.0

18.6 18.9 19.1 19.4

13.3

14.0

14.2 14.4

15.8

15.9

16.1 16.1

14.2

14.4

15.8

16.0 16.2

16.4

14.7

14.9 14.9

16.6

16.8

17.2

15.1 15.1

15.2 15.3

17.4 17.6

17.9 18.1

15.3

15.3 15.4

15.4

18.4

18.7

15.4

15.6

15.7 15.7

15.8

15.8 16.0 16.1

16.4

16.7 16.8 17.1 17.2

17.6 17.7 18.1 18.2

STAGING AREA

(SEE NOTE 1)

ECL

M A

T C

H L

I N

H E

T A

CBL

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

H W

A1A - S OCEAN SHORE BLVD

R-077

R-078

R-079

APPROXIMATE

TOE OF FILL

SEAWARD LIMIT

OF SLOPED BERM

ELEV. +8.0'

STAGING AREA

ACCESS

AREA

NON-FEDERAL NORTH REACH

1050' TAPER

S T

PIER

(SEE NOTE 3)

SEAWARD LIMIT OF DUNE

CREST ELEV. +11.0'

(SEE NOTE 2)

TOE OF DUNE

ELEV. +10.0'

(SEE NOTE 2)

TAPER TO EXISTING

ACCESS AREA

KEY MAP

N.T.S.

KEY MAPKEY MAP

ATLANTIC

OCEAN

FLAGLER

COUNTY

D e c

C B

R C

W G

N Y

D E

A T

T I S

O N

I N

T O

E I L L Y

S T

T A

B E

A C

I L L

L A

I E

C I V

I L

C-01

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

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L

T R

I C

J A

C K

S O

N V

I L

P L

F I L

A M

A N

S I

E P

C O

A S

T A

T O

A N

A G

E M

E N

R O

J E

C T

F L

A G

L E

E A

I T

I A

O N

S T

R U

C T

I O

N D

N O

R T

C H

E S

T O

R A

T I O

F L

A G

L E

O U

N T

L O

R I D

C P

W A

R E

A D

F C

B R

W G

A E

W S

T B

M A

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O N

J O

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A J

S A

BEACH FILL - PLAN VIEW

SCALE: 1"=100'

100' 200'0

GENERAL SHEET NOTES

1. VETERANS PARK STAGING AREA AVAILABLE 5 JULY 2024

THROUGH 15 DECEMBER 2024.

2. IN NORTH REACH SEGMENT - SLOPE TOE OF DUNE UP TO DUNE

CREST ON A 1V:3H SLOPE.

3. FLAGLER COUNTY INTENDS TO AWARD A PIER REHABILITATION

CONTRACT. COORDINATE ANY ACTIVITIES THAT MAY IMPACT OR

BE IMPACTED BY ADJACENT CONTRACTORS, WITH THE

CONTRACTING OFFICER.

+17.2

+18.1 +18.0 +15.6 +9.2 +7.4 +6.0 +3.8

+1.0 0.3

4.6

4.9

5.8

6.3

6.7

+18.8

+17.2

+16.8

+16.7

5.7

6.4

6.8

+19.0 +10.0 +5.4 +2.9

6.0 6.6 7.2

8.3 9.0

0.8

3.5 4.0

10.3

11.6 12.3

13.3

3.2

3.4 4.0

14.0

14.3 14.5 14.6

4.6 4.7

4.8

5.3

14.7

14.7 14.7

6.3

7.1 7.7

14.8

15.0

15.1 15.1

8.6

9.4

10.3

11.1

14.9 14.9

15.1

11.6 12.2

14.4

14.5

14.7

13.2

13.7

14.1 14.2

14.5

14.6 14.6

14.7

14.4 14.7

14.8

15.0

15.1

15.2 15.3

15.4

15.4 15.6

15.7

15.8

15.7

15.9 16.1 16.2

16.6

15.4

15.5 15.6

15.6

16.8

17.1

17.6

15.4

15.4 15.5 15.5 15.5

17.9

15.5 15.6

15.7

15.8 15.9 16.1 16.3 16.4

16.6

17.0

17.3

17.5 17.7

18.0 18.3 18.6

M A

T C

H L

I N

H E

T A

M A

T C

H L

I N

H E

T A

STAGING AREA

R-080

R-081

A1A - S OCEAN SHORE BLVD

S CENTRAL AVE

APPROXIMATE

TOE OF FILL

SEAWARD LIMIT

OF SLOPED BERM

ELEV. +7.0'

200' TRANSITION

ECL

CBL

SEAWARD LIMIT

OF DUNE CREST

ELEV. +19.0'

TOE OF

DUNE

ELEV. +11.0'

AVOIDANCE AREA

150' BUFFER

X= 616949

Y= 1869172

(SEE NOTE 1)

ACCESS AREA

NON-FEDERAL

NORTH REACH

S T

FEDERAL REACH

SEAWARD LIMIT

OF SLOPED BERM

ELEV. +8.0'

SEAWARD LIMIT

OF DUNE CREST

ELEV. +11.0'

(SEE NOTE 2)

TOE OF DUNE

ELEV. +10.0'

(SEE NOTE 2)

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

KEY MAP

N.T.S.

KEY MAPKEY MAP

ATLANTIC

OCEAN

FLAGLER

COUNTY

D e c

C B

R C

W G

N Y

D E

A T

T I S

O N

I N

T O

E I L L Y

S T

T A

B E

A C

I L L

L A

I E

C I V

I L

C-02

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

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L

T R

I C

J A

C K

S O

N V

I L

P L

F I L

A M

A N

S I

E P

C O

A S

T A

T O

A N

A G

E M

E N

R O

J E

C T

F L

A G

L E

E A

I T

I A

O N

S T

R U

C T

I O

N D

N O

R T

C H

E S

T O

R A

T I O

F L

A G

L E

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L O

R I D

C P

W A

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A D

F C

B R

W G

A E

W S

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M A

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O N

J O

S H

R M

E S

A J

S A

1. NO SPUDDING, ANCHORING, PIPELINE LANDING, EXCAVATING

OF EXISTING BEACH, OR EQUIPMENT STAGING PERMITTED

WITHIN AVOIDANCE AREA.

2. IN NORTH REACH SEGMENT - SLOPE TOE OF DUNE UP TO

DUNE CREST ON A 1V:3H SLOPE.

GENERAL SHEET NOTES

100' 200'0

+18.8 +16.8

+16.5

+17.7 +7.0 +4.5 +2.0

0.4 2.4 4.1 5.7 6.5

6.7

7.1 7.2 7.2

7.5

+16.8

+16.1 +15.3

+10.6

5.6 6.1

6.4

7.0

+6.2 +2.8 +0.8 1.8

7.6 8.1

9.0

9.7

3.1 4.2

4.8 5.9

10.6 11.2 11.9

12.8 13.4

3.4 4.0

4.5 4.7

13.9 14.3 14.6

15.0

5.0 5.3

5.7 6.0

15.2

15.2 15.2

+18.0

+17.0 +16.6 +16.1

6.4

6.9

7.6

8.4

15.4 15.5 15.7

16.0

+15.5 +7.1 +5.0 +2.6

9.2 9.6 10.1 10.7 11.6

16.2

16.3 16.3 16.3

5.4 6.5

12.8

13.5

13.8 13.9

16.2

16.3

7.0

7.2

7.5

13.6 14.1 14.2 14.2

16.2

16.3

16.3 16.3

5.8 5.8

6.0

6.5

14.2

14.4

14.7 15.0

16.3

16.4

5.9 6.2

6.7

7.2

15.4

15.7 15.8 16.0

16.5 16.8 16.9 16.9

17.2

7.7 8.2

9.1

10.3

16.1 16.1

16.3

16.3 16.3

17.4 17.6

17.8 18.0

11.3 11.9 12.6

13.8

16.2

16.3 16.3

18.2

18.5 18.7 19.0

14.3

14.5 14.5

14.5

16.2

16.3

16.4

14.4

14.7 14.8 14.9

16.6 16.8

16.9

15.0 15.2

15.6 15.9

17.1

17.4 17.5

17.7

16.1 16.3 16.4 16.4 16.5

17.9 18.1

18.3 18.3

18.5

16.6

18.7

16.4

16.6

16.7

16.4 16.5 16.6

16.7 16.8

17.0

17.2

17.5 17.7 17.9

18.2 18.3 18.5

18.8 19.1

R-082

R-083

R-084

M A

T C

H L

I N

H E

T A

M A

T C

H L

I N

H E

T A

TOE OF DUNE

ELEV. +11.0'

SEAWARD LIMIT

OF DUNE CREST

ELEV. +19.0'

APPROXIMATE

TOE OF FILL

A1A - S OCEAN SHORE BLVD

S CENTRAL AVE

ECL

SEAWARD LIMIT

OF SLOPED BERM

ELEV. +7.0'

CBL

FEDERAL REACH

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

KEY MAP

N.T.S.

KEY MAPKEY MAP

ATLANTIC

OCEAN

FLAGLER

COUNTY

D e c

C B

R C

W G

N Y

D E

A T

T I S

O N

I N

T O

E I L L Y

S T

T A

B E

A C

I L L

L A

I E

C I V

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

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L

T R

I C

J A

C K

S O

N V

I L

P L

F I L

A M

A N

S I

E P

C O

A S

T A

T O

A N

A G

E M

E N

R O

J E

C T

F L

A G

L E

E A

I T

I A

O N

S T

R U

C T

I O

N D

N O

R T

C H

E S

T O

R A

T I O

F L

A G

L E

O U

N T

L O

R I D

C P

W A

R E

A D

F C

B R

W G

A E

W S

T B

M A

T T

I S

O N

J O

S H

R M

E S

A J

S A

+17.7

+16.5

+16.2

+15.9

+7.8 +4.2

0.9 3.0

5.1

5.4

4.8 4.8

5.4 6.2

+18.1 +17.6

6.3 6.7

6.9 7.1

+18.4 +17.8 +16.9

+11.3

7.5 8.0

8.5 9.2 9.9

+6.8 +4.0 +2.2 +0.0 2.4

10.7

12.0 12.8

3.4

5.2

13.4

14.0

14.5 14.7

5.3 5.5

5.5

6.2

14.9

15.0 15.2

15.3

5.5

5.8

5.9

6.2

14.9 15.1

15.2

15.6

6.5 7.2 7.9 8.6

15.6 15.7 15.7 15.7

9.3

10.1 10.5

11.0

15.6 15.6

15.7 15.8

11.7 11.9

12.3

12.6

15.8 15.9

16.1

12.7 12.9

13.1

16.2

16.3 16.3 16.3

16.4

13.4 13.6 13.8 14.1

16.4

16.6 16.8

14.6

14.8 15.0 15.2 15.4

17.0 17.1 17.3

17.5

15.6 15.7

15.8

15.9

17.7 17.9

18.2 18.4

16.0 16.0

16.0

18.8 19.0

19.3 19.5

16.0 16.1

16.1 16.1

16.2

19.9

20.4 20.7

16.2

16.4 16.4

16.7

21.1 21.3

16.9 17.0 17.2 17.4 17.5 17.7 17.9

18.3

18.6

19.0 19.3 19.5

19.8 20.0

20.4

20.8 21.1 21.3

M A

T C

H L

I N

H E

T A

M A

T C

H L

I N

C H

E E

T A

R-085

R-086

APPROXIMATE

TOE OF FILL

TOE OF

DUNE

ELEV. +11.0'

SEAWARD LIMIT

OF DUNE CREST

ELEV. +19.0'

A1A - S OCEAN SHORE BLVD

S CENTRAL AVE

ECL

AVOIDANCE AREA

100' BUFFER

X= 618346

Y= 1865680

(SEE NOTE 1)

CBL

SEAWARD LIMIT

OF SLOPED BERM

ELEV. +7.0'

FEDERAL REACH

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

KEY MAP

N.T.S.

KEY MAPKEY MAP

ATLANTIC

OCEAN

FLAGLER

COUNTY

D e c

C B

R C

W G

N Y

D E

A T

T I S

O N

I N

T O

E I L L Y

S T

T A

B E

A C

I L L

L A

I E

C I V

I L

C-04

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

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L

T R

I C

J A

C K

S O

N V

I L

P L

F I L

A M

A N

S I

E P

C O

A S

T A

T O

A N

A G

E M

E N

R O

J E

C T

F L

A G

L E

E A

I T

I A

O N

S T

R U

C T

I O

N D

N O

R T

C H

E S

T O

R A

T I O

F L

A G

L E

O U

N T

L O

R I D

C P

W A

R E

A D

F C

B R

W G

A E

W S

T B

M A

T T

I S

O N

J O

S H

R M

E S

A J

S A

1. NO SPUDDING, ANCHORING, PIPELINE LANDING, EXCAVATING

OF EXISTING BEACH, OR EQUIPMENT STAGING PERMITTED

WITHIN AVOIDANCE AREA.

+18.4 +16.6

+11.3 +6.8

+1.8

1.1 2.7

4.9 5.1

5.2 5.6

6.2

6.3

+18.2

+17.3 +16.6

+16.4

6.5

6.7 6.7 6.7

+10.8 +7.6 +4.1 +1.8

6.7

6.9

7.7 8.2

3.6

8.9 9.7

10.5

11.3

+18.3

4.6 4.8 5.3 5.6

11.7 12.1

12.4

12.7

+19.1 +18.1 +17.7

+17.0

4.6

4.9

5.1

5.6

12.9

13.4

13.5

+12.2 +9.4 +6.0 +4.1 +2.0

5.6

6.4 6.8

13.7 13.8

13.9

+0.7 1.0 2.1

7.6 8.1 8.6

9.4

14.3

14.4 14.4 14.4 14.5

6.0

6.2

9.8

10.6 10.9

11.8

14.5

14.6

14.6 14.7

6.6

6.9

7.1

13.1

13.2 13.3

13.3

14.7

14.8 14.9 15.1

6.0

6.6

7.5

13.1

13.3

15.3

15.5

8.5 9.1

10.1

10.9

13.6

14.0 14.2 14.4

15.8

16.1

16.4 16.5

11.7

12.2

12.5 13.2

14.8

14.9

15.0

16.5

16.9 17.1

13.1 13.3

13.4

15.3

15.5

17.4 17.6

18.0 18.2 18.5

12.9

13.0

15.6 15.6 15.7 15.8 15.9

18.8

19.1 19.3 19.5

13.3

13.6

14.1 14.1

16.0 16.2

16.4

19.8

20.1

20.6

14.3

14.4 14.4

16.7

16.8 17.0

17.2 17.4

14.5 14.8

14.9

15.0

17.6

17.8

18.0 18.2

14.9

15.1 15.2

18.4 18.6 18.8

15.5

15.7 15.8

16.2

19.3

19.6

20.0 20.3

16.3

16.6

16.8

20.7

17.1 17.2 17.6 17.7

18.0 18.3

18.6 18.9 19.1 19.3 19.5 19.9 20.1

20.4

M A

T C

H L

I N

H E

T A

M A

T C

H L

I N

H E

T A

R-087

R-088

R-089

APPROXIMATE

TOE OF FILL

SEAWARD LIMIT

OF DUNE CREST

ELEV. +19.0'

TOE OF

DUNE

ELEV. +11.0'

SEAWARD LIMIT

OF SLOPED BERM

ELEV. +7.0'

A1A - S OCEAN SHORE BLVD

S CENTRAL AVE

AVOIDANCE AREA

100' BUFFER

X= 619674

Y= 1864020

(SEE NOTE 1)

ECLCBL

FEDERAL REACH

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

KEY MAP

N.T.S.

KEY MAPKEY MAP

ATLANTIC

OCEAN

FLAGLER

COUNTY

D e c

C B

R C

W G

N Y

D E

A T

T I S

O N

I N

T O

E I L L Y

S T

B E

A C

I L L

L A

I E

C I V

I L

C-05

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

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L

T R

I C

J A

C K

S O

N V

I L

P L

F I L

A M

A N

S I

E P

C O

A S

T A

T O

A N

A G

E M

E N

R O

J E

C T

F L

A G

L E

E A

I T

I A

O N

S T

R U

C T

I O

N D

N O

R T

C H

E S

T O

R A

T I O

F L

A G

L E

O U

N T

L O

R I D

C P

W A

R E

A D

F C

B R

W G

A E

W S

T B

M A

T T

I S

O N

J O

S H

R M

E S

A J

S A

1. NO SPUDDING, ANCHORING, PIPELINE LANDING, EXCAVATING

OF EXISTING BEACH, OR EQUIPMENT STAGING PERMITTED

WITHIN AVOIDANCE AREA.

+17.9 +17.9 +17.7

+18.8

+17.8

+11.6 +9.4 +8.0

+1.8

1.3 4.7

+18.0

+17.2 +16.8

4.4

5.2

6.0

+13.5 +11.1 +9.4 +6.5 +4.3

7.0

7.8

8.9 9.7

+1.7

0.1 3.0

10.5

11.3 11.8

12.3

2.7 2.7

2.7

12.8

12.9

13.0

5.3

5.4 5.6

5.7

12.9

12.9 12.9

13.0

5.2

5.4 6.1

7.2

13.1 13.1

13.2 13.2 13.3

8.4

9.5 10.3

13.4

13.6

13.8

11.0

11.7

12.4 12.6

14.0 14.1

14.2 14.2

12.8 13.0 13.1

14.3 14.4

14.5 14.5

13.2

13.4

13.4 13.5

14.6 14.8 15.1 15.2 15.3

13.4 13.4 13.5 13.5

15.6 15.9 16.0 16.2

13.6

13.8 13.9

16.5 16.7 16.8 17.0

14.0

14.2

14.3

17.3

17.5 17.8

18.0

14.4 14.6

14.7

18.3 18.6 18.9 19.1 19.3

15.0

15.1

15.5

19.6 19.9 20.1

20.4

15.7

16.0 16.0

16.4

16.6 16.8

17.2

17.6

17.8

18.1 18.3 18.6 18.9

19.2

19.6

19.9

20.4

M A

T C

H L

I N

H E

T A

M A

T C

H L

I N

H E

T A

R-090

R-091

SEAWARD LIMIT

OF DUNE CREST

ELEV. +19.0'

TOE OF

DUNE

ELEV. +11.0'

SEAWARD LIMIT

OF SLOPED BERM

ELEV. +7.0'

APPROXIMATE

TOE OF FILL

A1A - S OCEAN SHORE BLVD

S CENTRAL AVE

ECLCBL

FEDERAL REACH

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

KEY MAP

N.T.S.

KEY MAPKEY MAP

ATLANTIC

OCEAN

FLAGLER

COUNTY

D e c

C B

R C

W G

N Y

D E

A T

T I S

O N

I N

T O

E I L L Y

S T

T A

B E

A C

I L L

L A

I E

C I V

C-06

100' 200'0

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

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L

T R

I C

J A

C K

S O

N V

I L

P L

F I L

A M

A N

S I

E P

C O

A S

T A

T O

A N

A G

E M

E N

R O

J E

C T

F L

A G

L E

E A

I T

I A

O N

S T

R U

C T

I O

N D

N O

R T

C H

E S

T O

R A

T I O

F L

A G

L E

O U

N T

L O

R I D

C P

W A

R E

A D

F C

B R

W G

A E

W S

T B

M A

T T

I S

O N

J O

S H

R M

E S

A J

S A

+16.9 +16.6

+18.5 +17.1

+14.1 +10.8 +9.4 +7.9 +5.4 +2.5

1.1 4.4

3.2 3.5

3.9

+17.7

+17.5 +17.2

4.4

5.0 5.6

6.4

+18.2 +14.0 +11.3 +8.5 +5.4

7.1

7.8 8.5

9.2

+4.5 +2.4

0.8

9.9 10.6

11.6

3.6

12.3 12.7

13.1

6.2

13.3

13.5

13.6

5.7

6.3

13.5 13.7

13.8

13.9

7.1

8.0 8.7

10.0

13.8 14.0 14.1 14.3

10.9 11.6

12.4 12.7

14.3 14.4 14.4

14.6

13.0 13.1

13.1 13.2

14.6

14.7 14.7

14.8

13.1

13.2

14.9 15.0 15.2 15.4

13.3

13.6 13.7

15.4

15.5

15.8 15.8

13.9

14.1 14.2

14.3

16.1

16.4

16.7

14.4 14.6 14.9

15.1

16.9 17.1 17.3 17.4 17.7

14.7

14.8

14.9

18.0

18.3

18.6

19.0

14.9 14.9 15.1

15.3 15.4

19.3

19.7

20.1

15.5

15.9 16.1

20.4

16.4 16.6 16.9 17.1

17.3

17.7

18.0

18.4

18.8 19.0

19.3 19.5 19.8 20.1 20.3 20.6 20.9

M A

T C

H L

I N

H E

T A

M A

T C

H L

I N

H E

T A

R-092

R-093

APPROXIMATE

TOE OF FILL

SEAWARD LIMIT

OF DUNE CREST

ELEV. +19.0'

TOE OF

DUNE

ELEV. +11.0'

SEAWARD LIMIT

OF SLOPED BERM

ELEV. +7.0'

A1A - S OCEAN SHORE BLVD

S CENTRAL AVE

ECLCBL

FEDERAL REACH

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

KEY MAP

N.T.S.

KEY MAPKEY MAP

ATLANTIC

OCEAN

FLAGLER

COUNTY

D e c

C B

R C

W G

N Y

D E

A T

T I S

O N

I N

T O

E I L L Y

S T

T A

B E

A C

I L L

L A

I E

C I V

C-07

100' 200'0

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

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

S I Z

M A

R K

D E

S C

R I P

T I O

N D

A T

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L

T R

I C

J A

C K

S O

N V

I L

P L

F I L

A M

A N

S I

E P

C O

A S

T A

T O

A N

A G

E M

E N

R O

J E

C T

F L

A G

L E

E A

I T

I A

O N

S T

R U

C T

I O

N D

N O

R T

C H

E S

T O

R A

T I O

F L

A G

L E

O U

N T

L O

R I D

C P

W A

R E

A D

F C

B R

W G

A E

W S

T B

M A

T T

I S

O N

J O

S H

R M

E S

A J

S A

+18.0 +17.1 +16.5

+13.7 +10.6 +8.0 +3.4 +0.8

+0.1 2.6 4.5 5.1

3.9

4.2 4.3

+18.7

+18.5

4.7 4.8

5.2 5.5

+18.8 +12.6 +9.9 +7.4 +5.0

6.4

7.4 8.1 8.8

+2.5

+1.7 +0.3

9.8

10.7

11.8

0.8 1.6 2.2 2.6

12.3

12.9

13.3

13.5

+19.2 +18.5

3.2 3.5

3.8

4.0

13.7 13.7

13.7

13.9

+18.5 +18.4 +12.5 +9.6

4.4 4.9 5.7 6.5 7.0

14.1

+7.2 +4.1 +1.5

0.5

7.6 8.3 8.9

14.1

14.2 14.2

2.4

2.9 3.0

3.6

10.0 11.2 13.1 13.9

14.0

14.2

14.4

14.6 14.8

3.1 3.4 3.7

4.0

13.8

14.1

14.2

14.8 14.9

15.0 15.1 15.2

4.3 4.8 5.4

13.6 13.7 13.7

13.7 13.8

15.1

15.2

15.3

6.4 7.0

7.9 8.6 9.3

13.5

13.6

13.7

15.3 15.5 15.7

9.8

10.6 11.2 11.9

13.8 14.0 14.1

14.3

16.0

16.3 16.5

16.8

12.6 13.0

13.4

14.5 14.5 14.5 14.6

17.0

17.3

17.7

13.6

13.8 13.9

14.6

14.7 14.8

14.9

18.0

18.3

18.7 19.0

14.0 14.0 14.0

14.0 14.1

15.0 15.3 15.4

15.5

19.3

19.7 19.9

20.3

14.2

14.3

14.4

15.8 15.9

16.3

20.9 21.1 21.4

14.5

14.6 14.6

16.5 16.7

17.1

14.8

15.0

15.1

17.4 17.6

18.0

18.2

15.1 15.1

15.2

18.6 18.9 19.2 19.4

15.4

15.5 15.6 15.8 15.9

19.7 20.0 20.4 20.6

16.2

16.5

16.9

21.1 21.3

17.1

17.4 17.6 17.9

18.3 18.4

18.7

19.1

19.7 20.0 20.3 20.5

20.9

M A

T C

H L

I N

H E

T A

M A

T C

H L

I N

H E

T A

R-094

R-095

R-096

APPROXIMATE

TOE OF FILL

SEAWARD LIMIT

OF DUNE CREST

ELEV. +19.0'

TOE OF

DUNE

ELEV. +11.0'

A1A - S OCEAN SHORE BLVD

STAGING AREA

ECL

CBL

STAGING AND

ACCESS AREA

(SEE NOTE 3)

700' TAPER

S T

200' TRANSITION

S T

SEAWARD LIMIT

OF SLOPED BERM

ELEV. +8.0'

SEAWARD LIMIT

OF DUNE CREST

ELEV. +11.0'

(SEE NOTE 1)

TOE OF DUNE

ELEV. +10.0'

(SEE NOTE 1)

FEDERAL REACH

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

NON-FEDERAL SOUTH REACH

TAPER TO EXISTING

LOADING AND

OFFLOADING

ZONE

(SEE NOTE 2)

LOADING AND

OFFLOADING

ZONE

KEY MAP

N.T.S.

KEY MAPKEY MAP

ATLANTIC

OCEAN

FLAGLER

COUNTY

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C-08

100' 200'0

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

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US Army Corps of Engineers

U S

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S A

GENERAL SHEET NOTES

1. IN SOUTH REACH SEGMENT - SLOPE TOE OF DUNE UP TO DUNE

CREST ON A 1V:3H SLOPE.

2. LOADING AND OFFLOADING ZONE IN FRONT OF HIGH TIDES AT

SNACK JACK IS AVAILABLE FOR DAILY USE BETWEEN 0000 AND

1000 ONLY.

3. EXISTING WALKOVER MUST REMAIN IN PLACE AND BE FENCED

TO PREVENT PUBLIC USE FOR THE DURATION OF

CONSTRUCTION.

+19.8 +18.8

+18.8 +13.1 +9.8 +7.3 +6.6

0.7

3.1 2.7

2.8 2.8 3.1 3.2 3.5 4.1

+19.6 +18.8

+17.8

4.2 4.5

5.3 6.0

+20.3 +10.8 +5.9 +2.4 +0.5

7.0

7.9 8.5

9.3

+0.8

2.4

4.2 4.4

10.1 10.8 11.4

12.3

2.9

2.9 3.0

3.3

13.0 13.5

13.9 14.0

+19.0 +17.4

3.2 3.3

3.7 4.1

14.0 14.1

14.2 14.2 14.2

+17.4 +17.3

+15.7 +10.7

5.0 5.2 5.9

14.2 14.2

14.3 14.3

+7.6 +5.7 +4.6 +2.7

6.6 7.2 8.2 8.8

14.4 14.5 14.6

14.8 14.8

+1.1

2.4 2.5

3.2

9.9

10.8

11.8

12.7

14.9

2.5 2.7 2.9 3.2

13.3 13.5 13.6 13.8

15.0

15.0 15.1

15.2

3.6

5.3 5.9 6.5

13.9 13.9

14.1 14.2

15.4 15.4

5.9

6.1

6.2

14.4 14.4

14.5

15.7

15.9 16.2

16.4

7.0

8.1

9.1

14.5

14.6 14.6

14.6

14.7

16.6

17.0

17.3

10.2 11.1 11.6 12.1 12.4

14.8

14.8 14.8

17.7 17.9 18.1

18.4

12.7 12.8

13.0 13.0

14.9

15.1

18.6 18.8 19.1

19.4

13.1

13.3

15.1

15.3

15.6

19.8 19.9 20.2 20.5 20.9

13.4

13.6

13.9

15.8 16.0 16.1

16.4

21.3

14.1 14.3 14.3

14.5

16.5

16.9 17.0 17.2

14.6

14.7 14.8

17.6 17.8 18.1 18.4

14.9

15.0

15.2

18.7

19.1

19.4 19.8

15.3 15.5

15.7

20.0

20.6 20.9

16.0 16.2 16.5 16.6 16.8

21.2

17.1

17.5

17.8

18.1

18.5 18.9

19.2 19.6 19.9 20.1 20.5

20.8

21.2

M A

T C

H L

I N

H E

T A

STAGING AREA

(SEE NOTE 1)

A1A - S OCEAN SHORE BLVD

S CENTRAL AVE

R-097

R-098

R-099

CBL

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

KEY MAP

N.T.S.

KEY MAPKEY MAP

ATLANTIC

OCEAN

FLAGLER

COUNTY

D e c

C B

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C-09

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US Army Corps of Engineers

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100' 200'0

1. FLAGLER COUNTY INTENDS TO AWARD A SEAWALL

CONSTRUCTION CONTRACT. COORDINATE ANY ACTIVITIES THAT

MAY IMPACT OR BE IMPACTED BY ADJACENT CONTRACTORS,

WITH THE CONTRACTING OFFICER.

+10

+20

+30

0 100 200 300 400 500 600 700-100

+10

+20

+30

E L E

V A

T I O

E E

A V

E L E

V A

T I O

E E

A V

FEDERAL REACH - BEACH FILL TYPICAL PROFILE

50' 100'0 5' 10'0

EXISTING GRADE

2.5

ELEV. +19.0'

140'

SLOPED BERM

MHW (ELEV. +1.41')

HORIZONTAL VERTICAL

BEACH FILL

TOE OF DUNE

ELEV. +11.0'

SEAWARD EDGE OF BERM

ELEV. +7.0'

HIGH TOLERANCE +0.5'

DUNE CREST

NOT TO SCALE

EL. +19.5'

EL. +19.0'

C B

BEACH FILL NEAR CBL

HIGH TOLERANCE +0.5

EXISTING GRADE

SLOPE = 1V:1.5H

NO FILL SHALL

BE PLACED

LANDWARD OF

THE CBL

ELEV. +7.0'

ELEV. +11.0'

2.5

NOT TO SCALE

EL. +19.5

EL. +19.0

C B

HIGH TOLERANCE +0.5

EXISTING GRADE

ELEV. +7.0'

ELEV. +11.0'

2.5

BEACH FILL NEAR EXISTING VEGETATION

ALL VEGETATION ON SLOPE OF EXISTING DUNE SHALL BE BURIED.

IF EXISTING DUNE CREST GRADE IS BELOW EL +19.0 AND IS SUBSTANTIALLY

VEGETATED,SLOPE AT 1V:1.5H TO AVOID IMPACTING EXISTING VEGETATION.

NEW VEGETATION NOT SHOWN FOR CLARITY

C B

DUNE VEGETATION

35.0'

DUNE CREST WIDTH

PERPENDICULAR TO CBL

NEW VEGETATION NOT SHOWN FOR CLARITY

D e c

C B

R C

W G

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T I S

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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

S U

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SHEET ID

US Army Corps of Engineers

U S

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O R

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M A

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A J

S A

1. HORIZONTAL DISTANCES SHOWN ON TYPICAL SECTION

ARE PERPENDICULAR TO THE CBL. PROFILES ON THE

FOLLOWING SHEETS ARE TAKEN ALONG FDEP RANGE

MONUMENTS AZIMUTHS. DISTANCES MEASURED ALONG

RANGE MONUMENTS WILL BE SLIGHTLY DIFFERENT DUE

TO MINOR DIFFERENCES IN BEARING.

+10

+20

+30

0 100 200 300 400 500 600 700 800-100

+10

+20

+30

E L E

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NORTH AND SOUTH REACH - BEACH FILL TYPICAL PROFILE

50' 100'0 5' 10'0

MHW (ELEV. +1.41')

HORIZONTAL VERTICAL

SEAWARD EDGE OF VEGETATION

DUNE CREST

ELEV. +11.0 TOE OF DUNE

ELEV. +10.0

SEAWARD EDGE OF BERM

ELEV. +8.0

EXISTING GRADE

BEACH FILL

PERPENDICULAR TO CBL

HIGH TOLERANCE +0.5'

100'

SLOPED BERM

WIDTH

VARIES

DUNE CREST

D e c

C B

R C

W G

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D E

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T I S

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C H

C I V

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C-11

GENERAL SHEET NOTES

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

S U

B M

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T E

C H

E C

K E

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S I G

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C O

N T

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L I C

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A T

I O

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M A

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D E

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R I P

T I O

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A T

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

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F I L

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C O

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F L

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C H

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T O

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A G

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L O

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C P

W A

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A D

F C

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A E

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M A

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A J

S A

1. HORIZONTAL DISTANCES SHOWN ON TYPICAL SECTION

ARE PERPENDICULAR TO THE CBL. PROFILES ON THE

FOLLOWING SHEETS ARE TAKEN ALONG FDEP RANGE

MONUMENTS AZIMUTHS. DISTANCES MEASURED ALONG

RANGE MONUMENTS WILL BE SLIGHTLY DIFFERENT DUE

TO MINOR DIFFERENCES IN BEARING.

(TYPICAL SECTION)

PAYMENT AREA

TOLERANCE TEMPLATE AREA

REQUIRED TEMPLATE 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

TEMPLATE

PRE-CONSTRUCTION

SURVEYED CONDITION

CONSTRUCTION

TOLERANCE

REQUIRED

TEMPLATE

PRE-CONSTRUCTION

SURVEYED CONDITION

POST-

CONSTRUCTION

PAY SURVEY

CONSTRUCTION

TOLERANCE

REQUIRED

TEMPLATE

PRE-CONSTRUCTION

SURVEYED CONDITION

POST-CONSTRUCTION

AND FINAL GRADING

ACCEPTANCE SURFACE

(SEE NOTE 1)

CONSTRUCTION

TOLERANCE

REQUIRED

TEMPLATE

SEE NOTE 2

PRE-CONSTRUCTION

SURVEYED CONDITION

FLAT BERM

POST-

CONSTRUCTION

PAY SURVEY

(TYPICAL SECTION)

PAYMENT AREA

WATERLINE (VARIES)

A(P)

POST-

CONSTRUCTION

PAY SURVEY

CONSTRUCTION

TOLERANCE

REQUIRED

TEMPLATE

PRE-CONSTRUCTION

SURVEYED CONDITION

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C-12

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SHEET ID

US Army Corps of Engineers

U S

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1. ALL PLANTING TO BE INSTALLED ON THE DUNE CREST AND THE

SEAWARD DUNE SLOPE. IN THE EVENT OF SURPLUS PLANT

UNITS, PLANTS MAY BE INSTALLED LANDWARD OF THE

CONSTRUCTED FILL TO ENHANCE AREAS OF EXISTING

VEGETATION.

2. ALL PLANTINGS SHALL BE AT A MINIMUM OF 6" BELOW THE

SURROUNDING GRADE, AS MEASURED FROM THE TOP OF THE

ROOT BALL TO THE SAND SURFACE.

PLANTING DETAIL

SEA OATS

BITTER PANICGRASS

RAILROAD VINE

DUNE SUNFLOWER

PLANT TYPE SPACING

SCIENTIFIC

NAME

PERCENT

DISTRIBUTION

QUANTITY

(APPROX.)

SIZE

UNIOLA

PANICULATA

PANICUM

AMARUM

IPOMOEA

PES-CAPRAE

HELIANTHUS

DEBILIS

80% TO 85%

10% TO 15%

1" LINER

2" LINER

18" O.C.

193,000

35,000

6,000

3% TO 7%

(RELATIVELY

EQUAL

ABUNDANCE

OF EACH)

EXISTING GRADE

1.5'

18" O.C.

TYPICAL DUNE PLANTNG LAYOUT

NOT TO SCALE

TYPICAL DUNE PLANTNG PROFILE

NOT TO SCALE

BEACH FILL

9" O.C STAGGERED

OFFSET FIRST ROW OF PLANTS

1.5' FROM TOE OF DUNE

EXISTING GRADE

1.5'

TYPICAL DUNE PLANTNG PROFILE

NOT TO SCALE

BEACH FILL

OFFSET FIRST ROW OF PLANTS

1.5' FROM TOE OF DUNE

EXISTING GRADE LOWER THAN DUNE CREST ELEVATION EXISTING GRADE TIES IN TO DUNE CREST ELEVATION

APPROX. TOE OF FILL

DUNE TOE

BEACH ACCESS

PLANTING GAP

DUNE PLANT

BEACH ACCESS

PATH/ STAIRS

DUNE CREST

TYPICAL DUNE PLANTNG LAYOUT

NOT TO SCALE

WIDTH VARIES

1.5

2.5

DUNE CREST

ELEV. VARIES +19.0' TO +19.5'

EXISTING VEGETATION

2.5

EXISTING VEGETATION

D e c

C B

R C

W G

N Y

D E

A T

T I S

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C I V

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C-13

GENERAL SHEET NOTES

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

S U

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D E

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C O

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A T

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S U

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T I O

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SHEET ID

US Army Corps of Engineers

U S

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O R

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S A

NOT TO SCALE

STATE ROAD A1A

SEAWARD LIMIT

OF DUNE CREST

TOE OF DUNE

SEAWARD LIMIT

OF SLOPED BERM

APPROXIMATE

TOE OF FILL

EXISTING DUNE

WALKOVER

SEAWARD EDGE

OF PAVEMENT

LANDWARD EDGE

OF PAVEMENT

SEE NOTE 1

DUNE PLANTING NOT

SHOWN FOR CLARITY

STAIRS MAY BE

BURIED BY FILL

GENERAL PLAN DETAIL

SINGLE DUNE SIGN

APPROX. 60 FEET

FROM ACCESS

NOT TO SCALE

SAND FENCE

(SEE SHEET C-15)

DUNE SIGN FACING

EACH DIRECTION

(ONE POST TWO SIGNS)

NOTES:

ROPE

POST

1/2 TO 3/4 INCH HOLE DRILLED

6 INCHES FROM THE TOP

OF POST FOR THREADING

ROPE BETWEEN POSTS

NOTE:

1. HOLE SHALL BE DRILLED AFTER POST HAS BEEN SET IN PLACE.

60' EACH SIDE OF ACCESS

10' POST SPACING

DUNE POST AND ROPE DETAIL

3''

DIAMETER

NOT TO SCALE

3' MIN

GENERAL CROSS SECTION DETAIL

POST AND ROPE

SHALL BE PLACED

AT THE TOE OF DUNE

4' MIN

EXISTING GRADE

4' MIN

30"

20"

DUNE SIGN SHALL BE

PLACED 2.5-FEET LANDWARD

OF THE DUNE TOE

2.5'

SAND FENCE

NOT TO SCALE

18''

12''

EXISTING GRADE

DUNE AWARENESS SIGN DETAIL

NOTE:

4' MIN

1. SIGN SHALL BE PLACED FLUSH WITH TOP OF POST.

NOT TO SCALE

INFORMATIONAL SIGN DETAIL

NOTE:

1. SIGN SHALL BE PLACED FLUSH WITH TOP OF POST.

4" BY 4" POST

INFORMATIONAL SIGN

(SEE NOTE 3)

1. DUNE PROTECTION POST AND ROPE SHALL EXTEND UNTIL WALKOVER RAILING IS EXPOSED OR TO THE LIMIT OF FILL, WHICHEVER IS FURTHER LANDWARD. IT SHALL BE PLACED AS CLOSE AS PRACTICABLE TO THE OUTSIDE OF EXISTING

WALKOVER RAILING.

2. MAXIMUM POST SPACING FOR BOTH SAND FENCING AND POST AND ROPE SHALL BE 10 FEET.

3. INFORMATIONAL SIGNS SHALL ONLY BE PLACED AT 3 LOCATIONS (ONLY 3 SIGNS SHALL BE BUILT). THE LOCATIONS WILL

BE DETERMINED IN THE FIELD BY THE CONTRACTING OFFICER. SIGNS SHALL BE PLACED FACING LANDWARD.

SINGLE DUNE SIGN APPROX.

60 FEET FROM ACCESS

3' MIN

BOTTOM OF VEGETATION LINE (ELEV. +13.0')

BOTTOM OF POST (ELEV. +8.0')

SIGN

GRAPHICS

TO BE

PROVIDED BY

THE

GOVERNMENT

SIGN

GRAPHICS

TO BE

PROVIDED BY

THE

GOVERNMENT

NOT TO SCALE

STATE ROAD A1A

SEAWARD LIMIT

OF DUNE CREST

TOE OF DUNE

SEAWARD LIMIT

OF SLOPED BERM

APPROXIMATE

TOE OF FILL

EXISTING DUNE

WALKOVER

SEAWARD EDGE

OF PAVEMENT

LANDWARD EDGE

OF PAVEMENT

SEE NOTE 1

DUNE PLANTING NOT

SHOWN FOR CLARITY

STAIRS MAY BE

BURIED BY FILL

GENERAL PLAN DETAIL

SINGLE DUNE SIGN

APPROX. 60 FEET

FROM ACCESS

NOT TO SCALE

DUNE SIGN FACING

EACH DIRECTION

(ONE POST TWO SIGNS)

NOTES:

ROPE

POST

NOTE:

1. HOLE SHALL BE DRILLED AFTER POST HAS BEEN SET IN PLACE.

60' EACH SIDE OF ACCESS

10' POST SPACING

DUNE POST AND ROPE DETAIL

3''

DIAMETER

SEE "INSET 1" ON SHEET C-15

NOT TO SCALE

3' MIN

GENERAL CROSS SECTION DETAIL

POST AND ROPE

SHALL BE PLACED

AT THE TOE OF DUNE

4' MIN

EXISTING GRADE

4' MIN

30"

DUNE SIGN SHALL BE

PLACED 2.5-FEET LANDWARD

OF THE DUNE TOE

2.5'

SAND FENCE

NOT TO SCALE

18''

12''

EXISTING GRADE

DUNE AWARENESS SIGN DETAIL

NOTE:

4' MIN

1. SIGN SHALL BE PLACED FLUSH WITH TOP OF POST.

NOT TO SCALE

INFORMATIONAL SIGN DETAIL

NOTE:

1. SIGN SHALL BE PLACED FLUSH WITH TOP OF POST.

4" BY 4" POST

INFORMATIONAL SIGN

(SEE NOTE 3)

SINGLE DUNE SIGN APPROX.

60 FEET FROM ACCESS

3' MIN

SLOPED BERM

ELEV. +11.0' TO

ELEV. +7.0'

BOTTOM OF VEGETATION LINE (ELEV. +13.0')

BOTTOM OF POST (ELEV. +8.0')

SIGN

GRAPHICS

TO BE

PROVIDED BY

THE

GOVERNMENT

SIGN

GRAPHICS

TO BE

PROVIDED BY

THE

GOVERNMENT

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SAND FENCE DETAIL

SAND FENCE POST DETAIL

GALVANIZED

STAPLES

MIN. 3"DIA.

WOODEN POST

EMBEDMENT SHALL BE 4" ALONG ENTIRE

LENGTH OF FENCE ON LEVEL GROUND.

FENCE SLATS

EXISTING GRADE

(TYPICAL)

I N

1-1/2" TO 2" WIDTH AND 3/8" TO 1" THICK FENCE

SLATS WITH 1-1/2" TO 2-3/8" SPACING

PAIR TWISTED GALVANIZED

WIRE STAYS 13 GAGE MINIMUM

WRAP AND TUCK LOOSE WIRE

ENDS BEHIND LAST SLATS

GALVANIZED STAPLES NO. 9

GAUGE 1-1/2" LONG. MINIMUM

2 STAPLES PER WIRE STRAND

5 WIRE STAYS

10' MAX.

TOP OF MIN. 3" DIAMETER

WOODEN FENCE POST

LAST VERTICAL COLUMN OF STAPES

ON POSTS WHERE FENCE ENDS SHALL

BE SNUG WITHOUT CRIMPING WIRE.

LEAVE 1/8" SPACE BETWEEN

INSIDE OF STAPLE AND WIRE

ON ALL OTHER STAPLES TO

PREVENTING CRIMPING AND

DAMAGE TO WIRES.

NOT TO SCALE

SAND FENCE

MIN 3' OVERLAP

MAX 10'

POST SPACING

SEAWARD LIMIT

OF DUNE CREST

DUNE PROTECTION

POST AND ROPE

SEAWARD EDGE

OF PAVEMENT

EXISTING DUNE WALKOVER

INSET 1 - SAND FENCE AT WALKOVER ACCESS POINTS

END

SAND

FENCE

NOT TO SCALE

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GENERAL SHEET NOTES

1. SAND FENCE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 11, 2023.