Plans_W912EP-17-B-0002.pdf

PDF 6 MB Posted Jun 1, 2017

Attached to: Beach Erosion Control and Hurricane Protection Project, Miami-Dade County, Florida, Beach Renourishment 2017, Sunny Isles Beach
Solicitation number: W912EP-17-B-0002
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Copy_of_Abstract_Revision_2_.pdf	PDF	Aug 1, 2017
Abstract_Revised_signed.pdf	PDF	Jul 13, 2017
Sunny_Isles_Abstract_Signed.pdf	PDF	Jul 12, 2017
NOTICE_TO_BIDDERS.pdf	PDF	Jul 3, 2017
W912EP-17-B-0002_Amendment_0006.pdf	PDF	Jun 30, 2017
MEMO_-_W912EP-17-B-0002_Pre_Bid_Site_Visit_SIGNED.pdf	PDF	Jun 23, 2017
Amendment_0004.pdf	PDF	Jun 15, 2017
Amendment_0003.pdf	PDF	Jun 15, 2017
Amendment_0001_17B0002.pdf	PDF	Jun 2, 2017
Volume1_W912EP-17-B-0002.pdf	PDF	Jun 1, 2017
Volume2Specs_W912EP-17-B-0002.pdf	PDF	Jun 1, 2017

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TO ACCOMPANY REQUEST FOR PROPOSAL

$AFETY PAY$

Risk

Lower

Quality

Increased

In Many Ways!

Jacksonville District of Engineers

US Army Corps

Inc rea se d

Pr od uc tiv ity

PLANS FOR

BEACH RENOURISHMENT 2017

W912EP-17-B-0002

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PRINTED ON:5/25/2017

"INCREASE PROFIT -- SUBMIT VECP'S"

MIAMI-DADE COUNTY, FLORIDA

113082-MDCSIBR17-GI001cover.dgn

SUNNY ISLES BEACH

BEACH EROSION CONTROL AND HURRICANE PROTECTION PROJECT

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

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N P

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C T

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-B -0

GULF OF MEXICO

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WEST

OF WORK

LOCATION

CANAVERAL

ST LUCIE

ST AUGUSTINE

GAINESVILLE

FLORIDA

OCEAN

ATLANTIC

BEACH

WEST PALM

FT. LUDERDALE

R-01

R-03

R-06

R-07

R-09

R-11

R-15

R-17

R-19

T-21

R-23

R-25

R-27

R-29

R-31

R-33

-S

J C

B R

-G

I0 o v e rv ie w .d g n

G E

N E

R A

P R

O J E

C T O

V E

R V

G-02

COVER SHEET

PROJECT OVERVIEW

G-04

G-03

G-02

G-01

GENERAL

CIVIL

C-01

C-02

C-03

C-05

C-06

C-07

C-08

TITLEDWG NO

INDEX TO DRAWINGS

PROJECT LAYOUT

PROJECT CONTROL DATA

GENERAL NOTES:

4,000'2,000'02,000'

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

R-07

X=935,000

Y=595,000

Y=590,000

Y=585,000

Y=580,000

Y=575,000

Y=570,000

Y=565,000

X ,0

C-04

P R

O J

E C

T L

GOLDEN BEACH

SUNNY ISLES BEACH

BAL HARBOR

SURFSIDE

HAULOVER PARK

BAKERS HAULOVER INLET

NE 123RD STREET

3R D

STREET

C A

Y N

E B

O U

L E

V A

R D

U S

WIL

LIA

M L

EHMAN CAUSEWAY

DUMFOUNDING BAY

A C O

A S

L W

R W

A Y

C O

L L

S A

V E

U N

E A

A O

C E

A N B

L V

BROWARD COUNTY

TYPICAL BEACH FILL PROFILE AND VEGETATION DETAIL

FLORIDA

MIAMI-DADE COUNTY

TOE OF CONSTRUCTION SLOPE

RANGE LINE MONUMENT

FILL SLOPE SYMBOL

BEACH FILL AREA

(PLAN VIEW)

BEACH FILL AREA

(PROFILE VIEW)

12.2

OFF THE DRAWING

SOUNDING OR ELEVATION

0 CONSTRUCTION BASELINE

EROSION CONTROL LINE /

WITH POINT NOTATION

EROSION CONTROL LINE

TIDE CALIBRATION POINT

VERTICAL CONTROL /

STAGING ACCESS

CONSTRUCTION AND

VERTICAL CONTROL

HORIZONTAL AND

PROJECT OVERVIEW

PROJECT LEGEND

C-09

C-10

C-11

BEACH FILL PLAN - STA 7+000 TO STA 8+000

BEACH FILL PLAN - STA 8+000 TO STA 10+400

BEACH FILL PLAN - STA 10+400 TO STA 12+900

BEACH FILL PLAN - STA 12+900 TO STA 15+600

BEACH FILL PLAN - STA 15+600 TO STA 18+400

BEACH FILL PLAN - STA 18+400 TO STA 20+080

C-12

BEACH FILL PROFILES R-7 TO R-9.5

BEACH FILL PROFILES R-10 TO R-12.5

BEACH FILL PROFILES R-13 TO R-15.5

BEACH FILL PROFILES R-16 TO R-18.5

BEACH FILL PROFILE R-19

R-19

GRAPHIC SCALE

LOCATION MAP

N.T.S.

RANGE MONUMENTS; ECL AND CBL CONTROL; AND SURVEY CONTROL.

9. SEE DWG. G-04 FOR PROJECT CONTROL INFORMATION SUCH AS FDEP

SURVEY NOTES.

8. SEE DWG. G-03 FOR PROJECT LAYOUT, ABBREVIATIONS AND BEACH

SHOWN HEREIN.

ISLES BEACH FOR ACCESS AND STAGING AREAS

SHALL COORDINATE WITH CONTRACTING OFFICER AND SUNNY

7. AT THE PRE-CONSTRUCTION CONFERENCE, THE CONTRACTOR

CONSTRUCTION BASELINE.

6. BERM WIDTHS ARE MEASURED PERPENDICULAR FROM THE

DATE OF PHOTOGRAPHY IS 2015.

ONLY AND NOT TO BE USED FOR MEASUREMENTS.

5. AERIAL PHOTOGRAPHY SHOWN FOR GENERAL INFORMATION

CONSTRUCTION OF THIS PROJECT.

ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF

LOCATION OF ALL SUCH FEATURES THAT HE/SHE DETERMINES

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE

EXISTING STRUCTURES ARE INDICATED ON THE DRAWINGS, THE

LOCATED BY SURVEY UNLESS OTHERWISE INDICATED. NOT ALL

ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY

4. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS

ASSIGNED THE PLUS SYMBOL (+).

ELEVATIONS SHOWN ABOVE REFERENCED DATUM WILL BE

THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ALL

3. DESIGN ELEVATIONS ARE IN U. S. SURVEY FEET AND REFERENCE

FOOT.

DATUM OF 1983 (NAD83(2011)). THE UNIT OF MEASURE IS U.S. SURVEY

REFERENCED TO THE 2011 ADJUSTMENT OF THE NORTH AMERICAN

STATE PLANE COORDINATE SYSTEM, EAST ZONE (0901) AND ARE

2. THE SPATIAL COORDINATES SHOWN HEREIN ARE IN THE FLORIDA

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT

EROSION CONTROL LINE / CONSTRUCTION BASELINE

NOTE:

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.

GRAPHIC SCALES

ABBREVIATIONS

USCG

USACE

TYP

TOL

STA

SPP

RGE

NTS

NAVD

NAD

MLW

MHW

INV

GALV

EXIST

EOB

ENV

ECL

ELEV

DWG

CBL

WEST

U S COAST GUARD

U S ARMY CORPS OF ENGINEERS

TYPICAL

TOLERANCE

STATIONING

SHORE PROTECTION PROJECT

SOUTH

RANGE

PRESSURE TREATED

POINT OF INTERSECTION

ON CENTER

NOT TO SCALE

NORTH AMERICAN VERTICAL DATUM

NORTH AMERICAN DATUM

NORTH

MEAN LOW WATER

MEAN HIGH WATER

JOINT

INVERT

GALVANIZED

EXISTING

EDGE OF BERM

ENVIRONMENTAL

EROSION CONTROL LINE

ELEVATION

EAST

DRAWING

CONSTRUCTION BASELINE

G-03

-M

D C

R -G

I0 la y o u t.

d g n

G E

N E

R A

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

2,000'1,000'01,000'

X ,0

Y=595,000

Y=590,000

Y=585,000

Y=580,000

GOLDEN BEACH

SUNNY ISLES BEACH

O C

E A

N B

L V

CAUSEWAY

DUMFOUNDING BAY

C O

L L

S A

V E

U N

NE 163RD STREET

FLORIDA

MIAMI-DADE COUNTY

WILLIAM LEHMAN

P R

O J E

C T L

A Y

O U

PROJECT LAYOUT

BEACH SURVEY NOTES:

SURVEYING, 30 NOV 13.

SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS

9. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND

THE TIME OF THE SURVEY AND IS NOT TO BE USED FOR NAVIGATION.

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT

BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY

8. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

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

QUALITY CONTROL CHECKS AT THE LAUNCH SITE.

POSITIONING WAS HAD BY RTK GPS TECHNIQUES, WITH TIDE STAFF

TSS DMS-25 MOTION COMPENSATOR. HORIZONTAL AND VERTICAL

WITH AN ODOM CVM DUAL-FREQUENCY FATHOMETER AIDED BY A

ODOM OTSBB200/25-4/20 HIGH/LOW FREQUENCY (200/24 KHZ) TRANSDUCER

6. HYDROGRAPHIC VERTICAL MEASUREMENTS WERE MADE USING AN

872 3073 TIDAL 1 (AC3334).

TO "Y 238" (AC2377), "S 35" (AC2366), "R 26" (AC4653), AND

REFERENCE BASE AT: "V 239" (NGS PID# AC2369), WITH CALIBRATION

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:

5. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC GPS

NORTH AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO

4. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

A(+) SIGN.

3. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY

AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

2. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO THE NORTH

TO 24 FEB 2017

1. REFER TO SURVEY NO. 17-051. DATE OF SURVEY15 FEB 2017

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

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P -1

-B -0

C-01

C-02

C-03

C-04

C-05

C-06

R-03

R-05

R-06

R-07

R-08

R-09

R-10

R-11

R-12

R-13

R-14

R-15

R-16

R-17

R-18

R-19

R-20

T-21

R-09.5

R-13.5

R-14.5

R-15.5

R-18.5

R-04

T-05.5

R-06.5

R-07.5

R-08.5

R-10.5

R-11.5

R-12.5

R-16.5

R-17.5

EEE

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

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$STAMP$

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M .P .N

J .W .L

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N

E P

R O

T E

C T

N P

R O J E

C T

S U

N N

Y I

S L

E S B

E A

C H

W E

P -1

-B -0

R-09R-08.5 R-06

R-07 R-08 R-10 R-11 R-12 R-13

R-14 R-15 R-16 R-17 R-18 R-19R-09.5 R-13.5

R-14.5 R-15.5 R-16.5 R-17.5 R-18.5 T-05.5

R-06.5 R-07.5 R-10.5

R-11.5 R-12.5

PLANE COORDINATES (NAD83(90)

POINT (Y) NORTHING(X) EASTING

RANGE MONUMENT CONTROL

DEGREES

AZIMUTH

R-19

R-18.5

R-18

R-17.5

R-17

R-16.5

R-16

R-15.5

R-15

R-14.5

R-14

R-13.5

R-13

R-12.5

R-12

R-11.5

R-11

R-10.5

R-10

R-9.5

R-9

R-8.5

R-8

R-7.5

R-7

R-6.5

R-6

944,941.14

944,978.94

945,010.88

945,041.24

945,068.79

945,096.65

945,118.32

945,119.28

945,158.81

945,228.73

945,240.29

945,357.76

945,377.46

945,402.62

945,407.92

945,482.66

945,488.31

945,484.13

945,480.36

945,538.13

945,566.92

945,566.49

945,565.76

945,592.70

945,625.51

945,645.58

945,617.28

578,374.67

578,965.10

579,464.08

580,014.29

580,513.53

581,155.57

581,655.10

582,163.27

582,761.29

583,250.87

583,666.58

584,382.21

584,779.99

585,291.31

585,795.32

586,382.28

586,885.28

587,439.10

587,939.09

588,940.88

589,440.05

589,730.86

590,230.86

590,640.49

591,139.41

591,726.82

592,336.99

90.0

95.0

80.0

95.0

90.0

100.0

90.0

95.0

96.0

24 23 22 21 20 19 18 17 16 15

14 13

12 11

9 8

7 6 5 4 3

2 1

APPROXIMATE SHORELINE

AND CONSTRUCTION BASELINE (CBL)

EROSION CONTROL LINE (ECL)

PLANE COORDINATES (NAD83(90)

POINT (Y) NORTHING(X) EASTING STATION

CBL

EROSION CONTROL LINE (ECL)

CONSTRUCTION BASELINE (CBL)

200+80.05

195+82.98

187+08.47

179+83.76

173+85.07

167+84.70

162+81.04

156+80.73

151+97.24

144+83.48

138+82.20

133+69.62

129+68.37

124+68.08

116+57.99

112+54.50

106+52.52

101+87.00

96+71.35

91+71.34

86+71.17

79+14.44

75+66.20

70+00.0024

591,130.19

590,565.65

590,218.37

589,462.69

588,962.52

588,462.70

587,948.10

587,482.93

586,881.04

586,478.84

585,673.22

585,173.16

584,772.51

584,264.02

583,664.42

582,958.59

582,477.15

581,877.00

581,373.34

580,777.67

580,182.04

579,457.57

578,583.10

578,086.97

945,743.98

945,700.65

945,674.86

945,634.95

945,636.33

945,622.71

945,589.73

945,607.76

945,597.21

945,564.99

945,480.04

945,464.73

945,442.80

945,378.20

945,333.32

945,227.18

945,182.75

945,196.49

945,197.92

945,122.92

945,062.51

945,043.81

945,051.89

945,021.34

HORIZONTAL AND VERTICAL CONTROL POINT

SURVEY CONTROL

872 3073 TIDAL 1

R 26

S 35

Y 238

V 239

943,540.SC

944,582.77

932,663.36

936,228.01

934,400.79

571,690.SC

571,262.32

572,462.90

593,760.19

580,667.90

2.65

9.75

9.77

6.98

7.75

VERTICAL CONTROL / TIDE CALIBRATION POINT

FOR HORIZONTAL CONTROL.

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

DESIGNATION PID NORTHING EASTING NAVD88

AC3334

AC4653

AC2366

AC2377

AC2369

GRAPHIC SCALE

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.

G E

N E

R A

P R

O J E

C T C

O N

T R

O L D

A T

1,000'500'0500'

G-04

T E

R R

A C

A A

V E

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

-M

D C

R -G

I0 c o n tr o l.

d g n

M I A M I - D A D E C O U N T Y

S U N N Y I S L E S B E A C H

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

SUNNY ISLES BEACHGOLDEN BEACH

COLLINS AVE.

R D S

H S

COLLINS AVE.

N D S

H S

N E

R D S

M L

E H

M A

N C

A U

S E

W A

2. THE EROSION CONTROL LINE IS THE CONSTRUCTION BASELINE

NOTES:

Y 238

V 239

R 26

TIDAL 1

872 3073

S 35

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

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B E

M .R .2

W .I .H

C O

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D R

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G D

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$STAMP$

B E

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M I-

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Y I

S L

E S B

E A

C H

W E

P -1

-B -0

R-06

R-07

R-08

R-06.5

R-07.5

22.1 22.1

22.0

21.9

21.8

21.8 21.7

21.7

21.6

21.6 21.5

21.5

21.5 21.5

21.4 21.4

21.3

21.2

21.1

21.0

20.9

20.8

20.7

20.6

20.5

20.4

20.3

20.2

20.1

20.0

19.9

19.8

19.7 19.7

19.6

19.6 19.5

19.4

19.3

19.2

19.1

19.0 18.9

18.9

18.9 18.8

18.8

18.7

18.6

18.4

18.4 18.3

18.3

18.2

18.1

17.9

17.7

17.6

17.4

17.4 17.3

17.2

17.1

17.0

16.9

16.8

16.8 16.7

16.6

16.5

16.4

16.3

16.2

16.1

16.0 15.9

15.8 15.6

15.4

15.3

15.3 15.2

15.0

14.9

14.7 14.6

14.5

14.3

14.1

14.1 14.0 13.7 13.7

13.6

13.4 13.3 13.2

13.0

12.8

12.8 12.7

12.6

12.5

12.4

12.2

12.1

12.1 12.0

11.9

11.7

11.4 11.3

11.2 10.9

10.8

10.5 10.4

10.1

9.8 9.8

9.6 9.6

9.3

9.2

9.1

9.0 8.8

8.8

8.7

8.4

8.48.3

8.3 8.2

8.2 7.7

7.7

7.6

7.6 7.6

7.5

7.3

7.2 7.1

7.1

7.0

6.9

6.8 6.8

6.8 6.7

6.6

6.6 6.6

6.6

6.5

6.4 6.4

6.4

6.3

6.2

6.1

6.0 6.0

6.0

6.06.0 6.0

5.9

5.8

5.8 5.7

5.7

5.7 5.6

5.6

5.5

5.4

5.3

5.2

5.2 5.1

5.1

5.0

4.94.9

4.8

4.7 4.6 4.5

4.5

4.4

4.4 4.3

4.3

4.2 4.2

3.9

3.8 3.8

3.6

2.2

2.0

1.7 0.6

+0.3

+0.5

+0.6 +1.9 +2.6

+2.8

+3.2

+3.5 +4.0 +4.0

+4.9 +5.8

+5.8 +6.0

+6.1 +6.2

+6.3

+6.3 +6.4 +6.4

+6.4 +6.5

+6.5

+7.5

+8.0

(SEE NOTE 2)

STAGING AND ACCESS AREA

CONSTRUCTION BASELINE

EROSION CONTROL LINE AND

TOE OF FILL

APPROXIMATE

(NAVD88)

ELEV. +6.1 FEET

BERM CREST

BUS LANE (SEE NOTE 2)

STAGING AND ACCESS AREA

C-01

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

COLLINS AVE.

NOTES:

T E

R R

A C

A A

V E

OCEAN BLVD.

GRAPHIC SCALE

200'100'0100'

-M

D C

R -C

B p ln .d g n

M A

T C

H L

E S

T A

C B

B E

A C

H F

L P

L A

U P

L A

N D S

O U

R C

C O

N S

T R

U C

N L

T A

C B

S T

A T

95 FT. BERM WIDTH

S T

C B

BASE

TRANSITION

BERM

TRAFFIC CONTROL.

BUS LANE ALSO AVAILABLE AT THIS LOCATION. SEE SECTION 01 55 26

2. SEE SECTION 01 50 02 PARAGRAPH "WORK AND ACCESS AREA". EXISTING

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.

TOE OF FILL

APPROXIMATE

CONSTRUCTION BASELINE

EROSION CONTROL LINE AND

(NAVD88)

ELEV. +6.1 FEET

BERM CREST

NOT EXCERCISED

IF OPTION A IS

BERM TRANSITION

EXCERCISED

IF OPTION A IS

BERM TRANSITION

EXERCISED

IF OPTION A IS

APPROXIMATE TOE

BUS LANE (SEE NOTE 3)

STAGING AND ACCESS AREA

20 18

M A

T C

H L

E S

T A

C B

L o n

COLLINS AVE.

N SR-A1A

NOTE:

GRAPHIC SCALE

-M

D C

R -C

B p ln .d g n

C-02

200'100'0100'

M A

T C

H L

E S

T A

C B

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

COLLINS AVE.

COLLINS AVE. B

A C

H F

L P

L A

U P

L A

N D S

O U

R C

S T

A T

BASE OPTION A

95 FT. BERM WIDTH BERM

TRANSITION

S T

C B

S T

C B

77 FT.

BERM WIDTH

P A

Y M

E N

T B

O U

N D

A R

Y S

E E N

O T

TRAFFIC CONTROL.

BUS LANE ALSO AVAILABLE AT THIS LOCATION. SEE SECTION 01 55 26

3. SEE SECTION 01 50 02 PARAGRAPH "WORK AND ACCESS AREA". EXISTING

THE BASE, AND SOUTH OF LINE PAID UNDER OPTION A.

2. IF OPTION A IS EXERCISED, NORTH OF LINE SHALL BE PAID UNDER

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.

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N N

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C K

D B

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

N /A

S E

P T

E M

B E

M .R .2

W .I .H

C O

R P

S O

F E

N G

E E

R S

D R

A W

G D

A T

$STAMP$

B E

A C

H R

E N

O U

H M

E N

M I-

D A

D E C

O U

N T

Y F

L O

M .P .N

J .W .L

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N

E P

R O

T E

C T

N P

R O J E

C T

S U

N N

Y I

S L

E S B

E A

C H

W E

P -1

-B -0

R-09 R-10R-09.5 R-08.5

22.4

22.3 22.2

22.2 22.0

21.8

21.7

21.7 21.6

21.6

21.5

21.4

21.3

21.3 21.3

21.3

21.2

21.1

21.0

20.9

20.8

20.7

20.6 20.6

20.5

20.4

20.4 20.4

20.3

20.3 20.2

20.1

20.1 20.1 20.0

20.0

19.9

19.8

19.7

19.6

19.5 19.4

19.4

19.3 19.3

19.2

19.1

19.0

18.9

18.8

18.6

18.5

18.5 18.5

18.5

18.4

18.3 18.2

18.1

18.0

17.9

17.7

17.6

17.5

17.1

16.8

16.7

16.5

16.3

16.1

15.9

15.8

15.5

15.4

15.2

15.1

15.0

14.9 14.9

14.6

14.5

14.4 14.3

14.2

14.0

13.9 13.9

13.8

13.3 13.2

13.2

13.1

12.8 12.7

12.4

12.3 12.2

12.0

11.9 11.7

11.6 11.6

11.4

11.3

11.2

10.9

10.9 10.8

10.7

10.3

10.0

9.8

9.7

9.6

9.3 9.2

9.2 8.98.9

8.8 8.7

8.5

8.4

8.3

8.2

8.1

8.0

7.9

7.8

7.7

7.6

7.5

7.4

7.3 7.3

7.3

7.2

7.1

7.0

6.9

6.8

6.7

6.7 6.6

6.6

6.5

6.4

6.4 6.3

6.3

6.2 6.2 6.2

6.2

6.1

6.0

5.9

5.8

5.7

5.75.6

5.6 5.6

5.5

5.3

5.3 5.2

5.2

5.1 5.0

5.0

4.9

4.8

4.7

4.6

4.4

4.3

4.1

4.0

3.5

3.4 3.3

3.3 3.1

3.0 1.9

1.8

1.5

0.7 +0.1

+0.7

+1.3

+2.9

+3.2 +3.6

+3.7 +3.8

+4.0

+4.8

+4.9

+5.0

+5.4

+5.4 +5.7

+5.7

+5.8

+5.9 +5.9

+6.2

+6.6

+6.7

+7.3

+7.4

+7.6

+8.0 +8.4

+8.7

TOE OF FILL

APPROXIMATE

CONSTRUCTION BASELINE

EROSION CONTROL LINE AND

(NAVD88)

ELEV. +6.1 FEET

BERM CREST

o n

COLLINS AVE.

H S

R D S

NOTE:

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.

GRAPHIC SCALE

-M

D C

R -C

B p ln .d g n

C-03

200'100'0100'

M A

T C

H L

E S

T A

C B

M A

T C

H L

E S

T A

C B

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

COLLINS AVE.

B E

A C

H F

L P

L A

U P

L A

N D S

O U

R C

S T

A T

OPTION A

77 FT. BERM WIDTH

1234567

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S O

A T

N N

E N

A M

D W

N B

C K

D B

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

N /A

S E

P T

E M

B E

M .R .2

W .I .H

C O

R P

S O

F E

N G

E E

R S

D R

A W

G D

A T

$STAMP$

B E

A C

H R

E N

O U

H M

E N

M I-

D A

D E C

O U

N T

Y F

L O

M .P .N

J .W .L

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N

E P

R O

T E

C T

N P

R O J E

C T

S U

N N

Y I

S L

E S B

E A

C H

W E

P -1

-B -0

R-11

R-12 R-10.5

R-11.5

R-12.5

22.2 22.2 22.0

21.8

21.7

21.6

21.5

21.2

21.1

21.1 21.0

20.9

20.8

20.7

20.6

20.5

20.5 20.5

20.4

20.3

20.2

20.1

20.0

19.9

19.8

19.7

19.6

19.6 19.6

19.6

19.5

19.5 19.5

19.4

19.3

19.3 19.3

19.3

19.2

19.2 19.2

19.1

19.0

18.9 18.9

18.8 18.7

18.7

18.7 18.7

18.7

18.6 18.6

18.6

18.5

18.5 18.4

18.4

18.3 18.2

18.2

18.1

18.0

17.9

17.7

17.6

17.5

17.4

17.3

17.2

17.1

17.0

16.9

16.8

16.7

16.6

16.4

16.3

16.2

16.1

15.9 15.9

15.8

15.7

15.6

15.5

15.3

15.3 15.2

15.1

15.0

14.9 14.9

14.6

14.5 14.5

14.4

14.2

14.1

14.0

13.9 13.9

13.9 13.8

13.8

13.6

13.5 13.5

13.4

13.1

13.0 13.0

12.9

12.9 12.8

12.6

12.4

12.3

12.2

12.1

12.0

11.8 11.7 11.6

11.6

11.3

11.2

11.1

11.1 10.9

10.8

10.7

10.6

10.4

10.4 10.2

10.0

9.9

9.7 9.5

9.59.4

9.3 9.2

9.2

8.7

8.6

8.4

8.3

8.2

8.1

8.0

7.9

7.7

7.6

7.5

7.5 7.5

7.5

7.4

7.4 7.3

7.3

7.2

7.1

7.1 7.1

7.1

7.0

6.9

6.8

6.86.8

6.8

6.7

6.6

6.5

6.4

6.4 6.4

6.4

6.3

6.3 6.3

6.3

6.2

6.1

6.0

5.9

5.8

5.7

5.6

5.5 5.5

5.4

5.45.4

5.4

5.3

5.2 5.2

5.1

5.0

4.9

4.8

4.6

4.5

4.4

4.3

4.2

4.1 3.93.8

3.8

3.6

3.4

3.1 2.8

2.7

2.1 2.0

1.9

1.8

1.1

1.1 0.4

0.4

0.2 +0.5

+0.7

+1.3 +1.7 +1.8

+2.3

+2.4

+2.8

+2.8 +3.0 +3.3

+3.4

+3.8 +4.0 +4.6

+4.7 +4.9

+5.0

+5.1

+5.1 +5.3 +5.4

+5.5 +5.6

+5.6

+5.8

+6.2 +6.3

+6.5

+6.5 +6.6

+6.7

+6.8

+6.9

+7.0

+7.1 +7.2 +7.4 +7.6

+7.7 +7.7

+7.8

+7.8 +7.9

+8.1

+8.4 +8.6 +9.4 +9.9

TOE OF FILL

APPROXIMATE

CONSTRUCTION BASELINE

EROSION CONTROL LINE AND

(NAVD88)

ELEV. +6.1 FEET

BERM CREST

o n

COLLINS AVE.

H S

H T

E R

NOTE:

GRAPHIC SCALE

-M

D C

R -C

B p ln .d g n

C-04

200'100'0100'

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

COLLINS AVE.

M A

T C

H L

E S

T A

C B

B E

A C

H F

L P

L A

U P

L A

N D S

O U

R C

M A

T C

H L

E S

T A

C B

S T

A T

OPTION A

77 FT. BERM WIDTH

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.

1234567

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S O

A T

N N

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C K

D B

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B E

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B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

N /A

S E

P T

E M

B E

M .R .2

W .I .H

C O

R P

S O

F E

N G

E E

R S

D R

A W

G D

A T

$STAMP$

B E

A C

H R

E N

O U

H M

E N

M I-

D A

D E C

O U

N T

Y F

L O

M .P .N

J .W .L

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N

E P

R O

T E

C T

N P

R O J E

C T

S U

N N

Y I

S L

E S B

E A

C H

W E

P -1

-B -0

R-13

R-14

R-15

R-13.5

R-14.5

R-12.5

25.3 25.1

24.9 24.9

24.9

24.8 24.4 24.1 23.9

23.8 23.8

23.8

23.8 23.8

23.7

23.6

23.5

23.2

23.0

23.0 22.9

22.8 22.6

22.6

22.4

22.4 22.3

22.3

22.3 22.3

22.2

22.1

22.0

21.9

21.9 21.9

21.9

21.8

21.7 21.7

21.6

21.5

21.4

21.4 21.4

21.4

21.3 21.3

21.3

21.2 21.2

21.1 21.1

21.0

20.9 20.9

20.9

20.8

20.7

20.6

20.5

20.4

20.3

20.2

20.1

20.1 20.1

20.0

19.9

19.8

19.8 19.7

19.7 19.7

19.6

19.5

19.4

19.3

19.2

19.1

19.0 19.0

19.0 18.9

18.9

18.8

18.7

18.7 18.6 18.5

18.4

18.3

18.2

18.1

18.0

17.9

17.9 17.9

17.8

17.7

17.6

17.4

17.4 17.4

17.4

17.3

17.2

17.0

16.9

16.8

16.7

16.5

16.4

16.2

16.1

16.0

15.9

15.6

15.5

15.4

15.3

15.1

15.0

14.9

14.8

14.7

14.5

14.3

14.2

14.1

13.9 13.9

13.8

13.7

13.6

13.5

13.5 13.4

13.4 13.2

13.2

13.1

12.9

12.6

12.6 12.6

12.4

12.2

12.1 12.1

11.9 11.9

11.7

11.6

11.5 11.3

11.3

11.2

10.9 10.8 10.7

10.7

10.6

10.4

10.4 10.4

10.2

10.1 9.9

9.9

9.8

9.5

9.4

9.3

9.2

8.9 8.9

8.8

8.7

8.6

8.5

8.3

8.1

8.1 8.1

8.0

8.0 7.9

7.9 7.8

7.7

7.6

7.5

7.3

7.1

7.0

6.96.9

6.8

6.7

6.6

6.5

6.4

6.3

6.3 6.2

6.2

6.1

6.0

5.9

5.8

5.7

5.6

5.5

5.5 5.5

5.5

5.4

5.45.4

5.3

5.2

5.1

5.0

5.0 5.0

5.0

4.9

4.9 4.9

4.9

4.8

4.7

4.6

4.5 4.5

4.5

4.4

4.3 4.2

4.2

4.1

4.0 4.0

3.9

3.8

3.7

3.4

3.4 2.9

2.7

2.6 2.2 1.9

1.4

1.2

1.1

0.8 0.5+0.1

+0.5

+1.6

+2.0

+2.1

+2.5

+3.1

+3.6

+3.7

+3.9

+4.1

+4.4

+4.5

+4.9

+5.1

+5.2

+5.3

+5.6 +5.7

+5.7

+5.8

+5.8 +5.8 +6.1

+6.2

+6.5

+6.6

+6.8

+6.8 +6.9

+6.9

+7.2

+7.3

+7.5

+7.6

+8.6

' 5

CONSTRUCTION BASELINE

EROSION CONTROL LINE AND

TOE OF FILL

APPROXIMATE

(NAVD 88)

ELEV. +6.1 FEET

BERM CREST

(NAVD 88)

ELEV. +6.1 FEET

BERM CREST

(NAVD 88)

ELEV. +6.1 FEET

BERM CREST

ARE EXERCISED

IF OPTIONS A & B

BERM TRANSITION

ARE EXERCISED

IF OPTIONS C & D

BERM TRANSITION

ARE EXERCISED

IF OPTIONS A & B

APPROXIMATE TOE

ARE EXERCISED

IF OPTIONS C & D

APPROXIMATE TOE

GRAPHIC SCALE

C-05 o n

M A

T C

H L

E S

T A

C B

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

M A

T C

H L

E S

T A

C B

COLLINS AVE. B

A C

H F

L P

L A

D R

E D

NOTE:

-M

D C

R -C

B p ro fi le .d g n

200'100'0100'

S T

A T

S T

C B

S T

C B

(SEE NOTE 2) PAYMENT BOUNDARY

T A

C B

OPTION A OPTION B OPTION C OPTION D

77 FT.

BERM WIDTH

90 FT. BERM WIDTH 90 FT. BERM WIDTH 55 FT. BERM WIDTH

S T

C B

S T

C B

S T

C B

S T

C B

S T

C B

BERM TRANSITIONBERM TRANSITION

S T

C B

S T

C B

BERM TRANSITION

S T

C B

S T

C B

P A

Y M

E N

T B

O U

N D

A R

Y S

E E N

O T

P A

Y M

E N

T B

O U

N D

A R

Y S

E E N

O T

E o n o n o n

SOUTH OF LINE PAID UNDER THE SOUTHERN OPTION.

TRANSITION SHALL BE PAID UNDER THE NORTHERN OPTION, AND

2. IF ADJACENT OPTIONS ARE EXERCISED, NORTH OF LINE THE BERM

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.

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P L

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A T

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

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L E D

T R

P A

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M E

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F T

H E A

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Y D

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N E

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N /A

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C O

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G D

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$STAMP$

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J .W .L

B E

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N D H

U R

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R O

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C T

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R O J E

C T

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E S B

E A

C H

W E

P -1

-B -0

R-16 R-17

R-15.5

R-16.5 R-17.5

22.4

22.3

22.2

22.1

22.1 22.1

22.0

21.9

21.8

21.7

21.6

21.5

21.4

21.3

21.3 21.3

21.2

21.1

21.0

20.8

20.7

20.5

20.4

20.3

20.3 20.3

20.3

20.2

20.1

20.0

19.9

19.9 19.9

19.9

19.8

19.7

19.6

19.6 19.6

19.6 19.4

19.4 19.4

19.3

19.2 19.1

19.1

19.0

18.9

18.8

18.7

18.6

18.4 18.4 18.3

18.3

18.2

18.1

18.0

17.9

17.8

17.6

17.4

17.3

17.2 17.1

17.1

17.0

16.8

16.7

16.6

16.4

16.3

16.2

16.0

15.8

15.6 15.6

15.6 15.3

15.2 15.0

15.0

14.6

14.5

14.4

14.0

13.9

13.7

13.4 13.3

13.0

12.6 12.6

12.4

12.1

12.0

11.9

11.4

11.3

11.1 11.0

10.8

10.4 10.3

10.2

10.0 9.7

9.7

9.6

9.3

9.2

8.8

8.7

8.3

8.2

7.87.8

7.7

7.5

7.5 7.3

7.3

7.2

7.1

7.0

6.9

6.8

6.7

6.6

6.6 6.6

6.5

6.5 6.3

6.3

6.3 6.3

6.3

6.2

6.1

6.06.0

6.0

5.9

5.8

5.7

5.6 5.6

5.6

5.6 5.5

5.5

5.55.5

5.5

5.4

5.4 5.4

5.4

5.3

5.3 5.3

5.2

5.2 5.2

5.2

5.1

5.0

4.9

4.8

4.7

4.7 4.7

4.7

4.6

4.6 4.6

4.5 4.5

4.5

4.5 4.5

4.4

4.3

4.1

4.0

3.9

3.5

2.9

2.8

2.2

1.5

0.8 0.7

0.7

+0.4 +0.6

+1.4

+1.8

+2.3

+2.6

+3.0

+3.2

+3.4

+4.0

+4.3

+4.4

+5.1

+5.4 +5.5

+5.6

+5.8

+5.9

+6.0

+6.1

+6.4

+6.8

+6.9

+7.1 +7.5

+7.5

+7.7

+7.8

+8.1

+8.6

+9.1

+9.7 +10.0 +10.6 +10.7

CONSTRUCTION BASELINE

EROSION CONTROL LINE AND

TOE OF FILL

APPROXIMATE

(NAVD 88)

ELEV. +6.1 FEET

BERM CREST

(SEE NOTE 2)

STAGING AND ACCESS AREA

GRAPHIC SCALE

C-06

o n

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

A T

C H

E S

T A

C B

COLLINS AVE.

B E

A C

H F

L P

L A

D R

E D

-M

D C

R -C

B p ro fi le .d g n

NOTE:

C O

N S

T R

U C

N L

T A

C B

2. SEE SECTION 01 50 02 PARAGRAPH "WORK AND ACCESS AREA".

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.

S T

A T

200'100'0100'

OPTION D

50 FT. BERM WIDTH 20 FT. BERM WIDTH

S T

C B

S T

C B

BERM

TRANSITION

S T

C B

BERM TRANSITION

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C A

L E

P L

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A T

C O

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R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

N /A

S E

P T

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B E

M .R .2

W .I .H

C O

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S O

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E E

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D R

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G D

A T

$STAMP$

B E

A C

H R

E N

O U

H M

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M I-

D A

D E C

O U

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M .P .N

J .W .L

B E

A C

H E

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O L A

N D H

U R

A N

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R O

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C T

N P

R O J E

C T

S U

N N

Y I

S L

E S B

E A

C H

W E

P -1

-B -0

R-18

R-19

R-20

R-18.5

22.5

22.4

22.4 22.3

22.2

22.1

22.1 22.0

22.0

21.9

21.9 21.9

21.7

21.6

21.5

21.5 21.5

21.5 21.4

21.4

21.4 21.4

21.3

21.3 21.3

21.3

21.2

21.1

21.1 21.1

21.1

21.1 21.0

21.0

21.0 21.0

21.0

20.9 20.9

20.9

20.8

20.7

20.6

20.5

20.4

20.3

20.2

20.1

20.0

19.9

19.8

19.7

19.6

19.5

19.4

19.2 19.2 19.2

19.1

19.0

18.9

18.9 18.9

18.9 18.7

18.5

18.4

18.3

18.1

17.9

17.7 17.7

17.6

17.4

17.3

17.0

17.0 16.9

16.7

16.6 16.5

16.4

16.2 15.9

15.8

15.8 15.7

15.2

15.2 15.1 15.0

14.6

14.6 14.6 14.2

14.0

14.0 13.8

13.7

13.6

13.4 13.3

13.1

13.0 12.9 12.6

12.4

12.4 12.0

11.9

11.8 11.6 11.4 11.3

11.3

11.2 11.0

10.9

10.8 10.7

10.4

10.3 9.9

9.9

9.8

9.7 9.4

9.3

9.1

9.0 8.8

8.6

8.5 8.2

8.2

8.0

7.9

7.7

7.5

7.4

7.3

7.2 7.0

7.0 7.0

7.0

6.9

6.8

6.86.86.8

6.8

6.7

6.7 6.6

6.6

6.5

6.4

6.3

6.2

6.1 6.1

6.1

6.0

6.0 5.9

5.9

5.8

5.7

5.7 5.7

5.7

5.6

5.65.5

5.5

5.3

5.2 5.2

5.2

5.1

5.0

4.9

4.8

4.7

4.5

4.4

4.3 4.3

4.3

4.2

4.1

4.1 4.1

4.1

4.0 2.4

1.6

1.5

1.3

+0.2 +0.9

+1.3 +2.3

+2.3 +2.8

+3.1

+4.1

+4.2

+4.8 +4.8

+5.7

+6.1

+6.3

+6.4 +6.5

+6.6 +6.6

+6.9

+7.0

+7.1

+7.2

+7.3

+7.7 +7.8

+8.1

+8.2

+8.9

+11.3 +11.8

VEGETATION (SEE NOTE 3)

BEACH FILL

EXISTING GRADE

CONSTRUCTION PROFILE

TOLERANCE

EXISTING GRADE

BEACH FILL

CONSTRUCTION PROFILE

+0.7 FOOT TOLERANCE

SLOPE = 1V:3H

BEACH FILL

EXISTING GRADE

CONSTRUCTION PROFILE

TOLERANCE

SLOPE = 1V:3H

LANDWARD OF THE ECL/CBL

NO FILL SHALL BE PLACED

RIGHT)

(SEE DETAIL

VEGETATION

+0.7 FOOT TOLERANCE

-M

D C

R -C

B p ro fi le .d g n

C-07

T Y

A L B

E A

C H F

L P

R O

A N

G E

T A

N D

E T

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C K

D B

E N

U M

B E

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B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

N /A

S E

P T

E M

B E

M .R .2

W .I .H

C O

R P

S O

F E

N G

E E

R S

D R

A W

G D

A T

$STAMP$

B E

A C

H R

E N

O U

H M

E N

M I-

D A

D E C

O U

N T

Y F

L O

M .P .N

J .W .L

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N

E P

R O

T E

C T

N P

R O J E

C T

S U

N N

Y I

S L

E S B

E A

C H

W E

P -1

-B -0

GRAPHIC SCALE

E C

L C

B L

NOT TO SCALE

DETAIL - BEACH FILL NEAR VEGETATION

"B" 10'5'05'

"A" 100'50'050'

NOTES:

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800

E L E

V A

N I

N F

E E

T N

A V

ELEV. +6.8

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

SEAWARD DISTANCE IN FEET FROM THE MONUMENT

+10

+20

+10

+20

C B

E C

ELEV. +6.1

ELEV. +6.8

ELEV. +6.1

TYPICAL BEACH FILL PROFILE PERPENDICULAR TO THE CONSTUCTION BASE LINE

AT THE CONTRACTOR'S EXPENSE.

3. EXISTING VEGETATION IMPACTED BY THE CONTRACTOR WILL BE REPLACED

SLOPES AND BERM WIDTHS ALONG THESE AZIMUTHS VARY.

2. PROFILE AZIMUTHS ARE NOT PERPENDICULAR TO THE CBL, THEREFORE

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.

E C

L C

B L

NOT TO SCALE

ELEV. +6.8

ELEV. +6.1

DETAIL - BEACH FILL NEAR ECL/CBL

FOR DIMENSION)

(SEE PLAN VIEW

VARIES

95.01'

94.82'

95.06'

95'

95.04'

BEACH FILL

EXISTING GRADE

BEACH FILL

EXISTING GRADE

BEACH FILL

EXISTING GRADE

BEACH FILL

EXISTING GRADE

BEACH FILL

EXISTING GRADE

BEACH FILL

EXISTING GRADE

-M

D C

R -C

B p ro fi le .d g n

C-08

R -7 T

O R -9 .5

B E

A C

H F

L P

R O

E S

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D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

N /A

S E

P T

E M

B E

M .R .2

W .I .H

C O

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S O

F E

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E E

R S

D R

A W

G D

A T

$STAMP$

B E

A C

H R

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O U

H M

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M I-

D A

D E C

O U

N T

Y F

L O

M .P .N

J .W .L

B E

A C

H E

R O

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O N

T R

O L A

N D H

U R

A N

E P

R O

T E

C T

N P

R O J E

C T

S U

N N

Y I

S L

E S B

E A

C H

W E

P -1

-B -0

E C

L E

C L

C B

L C

B L

ELEV. +6.1

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

SEAWARD DISTANCE IN FEET FROM THE MONUMENT FDEP RANGE R-07 PROFILE

GRAPHIC SCALE

"A" 200'100'0100'

"B" 20'10'010'

NOTES:

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E C

C B

E C

C B

E C

C B

L E

C L

C B

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

SEAWARD DISTANCE IN FEET FROM THE MONUMENT

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

FDEP RANGE R-08 PROFILESEAWARD DISTANCE IN FEET FROM THE MONUMENT

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

SEAWARD DISTANCE IN FEET FROM THE MONUMENT

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

FDEP RANGE R-09 PROFILESEAWARD DISTANCE IN FEET FROM THE MONUMENT

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

SEAWARD DISTANCE IN FEET FROM THE MONUMENT

ELEV. +6.1

FDEP RANGE R-07.5 PROFILE

FDEP RANGE R-08.5 PROFILE

FDEP RANGE R-09.5 PROFILE

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

(ALONG MONUMENT AZIMUTH)

3. SEE DRAWING G-03 FOR LEGEND, ABBREVIATIONS AND BEACH SURVEY NOTES.

SLOPES AND BERM WIDTHS ALONG THESE AZIMUTHS VARY.

2. PROFILE AZIMUTHS ARE NOT PERPENDICULAR TO THE CBL, THEREFORE

78.79'

77.96'

77.01'

77.12'

77.01'

77.43'

BEACH FILL

EXISTING GRADE

BEACH FILL

EXISTING GRADE

BEACH FILL

EXISTING GRADE

BEACH FILL

-M

D C

R -C

B p ro fi le .d g n

C-09

B E

A C

H F

L P

R O

E S

R -1

O R -1

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T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

N /A

S E

P T

E M

B E

M .R .2

W .I .H

C O

R P

S O

F E

N G

E E

R S

D R

A W

G D

A T

$STAMP$

B E

A C

H R

E N

O U

H M

E N

M I-

D A

D E C

O U

N T

Y F

L O

M .P .N

J .W .L

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N

E P

R O

T E

C T

N P

R O J E

C T

S U

N N

Y I

S L

E S B

E A

C H

W E

P -1

-B -0

GRAPHIC SCALE

"A" 200'100'0100'

"B" 20'10'010'

NOTES:

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

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E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

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E L E

V A

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0 100 200 300 400 500 600 700 800 900 1000

E L E

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E L E

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0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

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E L E

V A

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0 100 200 300 400 500 600 700 800 900 1000

E L E

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A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

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N F

E E

T N

A V

E C

C B

E C

C B

E C

C B

L E

C L

C B

E C

C B

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

FDEP RANGE R-11 PROFILESEAWARD DISTANCE IN FEET FROM THE MONUMENT

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

SEAWARD DISTANCE IN FEET FROM THE MONUMENT

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

SEAWARD DISTANCE IN FEET FROM THE MONUMENT FDEP RANGE R-10 PROFILE

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

SEAWARD DISTANCE IN FEET FROM THE MONUMENT

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

FDEP RANGE R-12 PROFILESEAWARD DISTANCE IN FEET FROM THE MONUMENT

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

SEAWARD DISTANCE IN FEET FROM THE MONUMENT

ELEV. +6.1

FDEP RANGE R-10.5 PROFILE

FDEP RANGE R-11.5 PROFILE

FDEP RANGE R-12.5 PROFILE

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

(ALONG MONUMENT AZIMUTH)

3. SEE DRAWING G-03 FOR LEGEND, ABBREVIATIONS AND BEACH SURVEY NOTES.

SLOPES AND BERM WIDTHS ALONG THESE AZIMUTHS VARY.

2. PROFILE AZIMUTHS ARE NOT PERPENDICULAR TO THE CBL, THEREFORE

77.15'

77'

77.47'77.15'

77.06'

77.04'

BEACH FILL

EXISTING GRADE

BEACH FILL

EXISTING GRADE

BEACH FILL

EXISTING GRADE

BEACH FILL

EXISTING GRADE

BEACH FILL

-M

D C

R -C

B p ro fi le .d g n

C-10

B E

A C

H F

L P

R O

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R -1

O R -1

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8 7 6 5 4 3 2

S O

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T E

D B

P L

O T S

C A

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P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

N /A

S E

P T

E M

B E

M .R .2

W .I .H

C O

R P

S O

F E

N G

E E

R S

D R

A W

G D

A T

$STAMP$

B E

A C

H R

E N

O U

H M

E N

M I-

D A

D E C

O U

N T

Y F

L O

M .P .N

J .W .L

B E

A C

H E

R O

N C

O N

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O L A

N D H

U R

A N

E P

R O

T E

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N P

R O J E

C T

S U

N N

Y I

S L

E S B

E A

C H

W E

P -1

-B -0

SEAWARD DISTANCE IN FEET FROM THE MONUMENT

GRAPHIC SCALE

"A" 200'100'0100'

"B" 20'10'010'

NOTES:

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

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A V

E L E

V A

N I

N F

E E

T N

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0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

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A V

E L E

V A

N I

N F

E E

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A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

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A V

E L E

V A

N I

N F

E E

T N

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0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

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N F

E E

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A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E C

C B

E C

C B

E C

C B

E C

C B

E C

C B

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

FDEP RANGE R-14 PROFILESEAWARD DISTANCE IN FEET FROM THE MONUMENT

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

SEAWARD DISTANCE IN FEET FROM THE MONUMENT

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

SEAWARD DISTANCE IN FEET FROM THE MONUMENT FDEP RANGE R-13 PROFILE

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

FDEP RANGE R-15 PROFILESEAWARD DISTANCE IN FEET FROM THE MONUMENT

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

SEAWARD DISTANCE IN FEET FROM THE MONUMENT

ELEV. +6.1

FDEP RANGE R-13.5 PROFILE

FDEP RANGE R-14.5 PROFILE

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

(ALONG MONUMENT AZIMUTH)

3. SEE DRAWING G-03 FOR LEGEND, ABBREVIATIONS AND BEACH SURVEY NOTES.

SLOPES AND BERM WIDTHS ALONG THESE AZIMUTHS VARY.

2. PROFILE AZIMUTHS ARE NOT PERPENDICULAR TO THE CBL, THEREFORE

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

SEAWARD DISTANCE IN FEET FROM THE MONUMENT

(ALONG MONUMENT AZIMUTH)

FDEP RANGE R-15.5 PROFILE

E C

C B

ELEV. +6.1

+10

+20

+10

+20

91.35'

30.02'

55.01'

55.1'

50.11'

20.09'

BEACH FILL

EXISTING GRADE

BEACH FILL

EXISTING GRADE

BEACH FILL

EXISTING GRADE

BEACH FILL

EXISTING GRADE

BEACH FILL

EXISTING GRADE

BEACH FILL

EXISTING GRADE

-M

D C

R -C

B p ro fi le .d g n

C-11

B E

A C

H F

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R -1

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1234567

8 7 6 5 4 3 2

S O

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C K

D B

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B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

N /A

S E

P T

E M

B E

M .R .2

W .I .H

C O

R P

S O

F E

N G

E E

R S

D R

A W

G D

A T

$STAMP$

B E

A C

H R

E N

O U

H M

E N

M I-

D A

D E C

O U

N T

Y F

L O

M .P .N

J .W .L

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N

E P

R O

T E

C T

N P

R O J E

C T

S U

N N

Y I

S L

E S B

E A

C H

W E

P -1

-B -0

SEAWARD DISTANCE IN FEET FROM THE MONUMENT

GRAPHIC SCALE

"A" 200'100'0100'

"B" 20'10'010'

NOTES:

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E C

C B

E C

C B

E C

C B

E C

C B

L E

C L

C B

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

FDEP RANGE R-17 PROFILESEAWARD DISTANCE IN FEET FROM THE MONUMENT

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

SEAWARD DISTANCE IN FEET FROM THE MONUMENT

SCALE: A (HORIZONTAL)

SEAWARD DISTANCE IN FEET FROM THE MONUMENT FDEP RANGE R-16 PROFILE

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

FDEP RANGE R-18 PROFILESEAWARD DISTANCE IN FEET FROM THE MONUMENT

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

SEAWARD DISTANCE IN FEET FROM THE MONUMENT

ELEV. +6.1

FDEP RANGE R-16.5 PROFILE

FDEP RANGE R-17.5 PROFILE

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

(ALONG MONUMENT AZIMUTH)

3. SEE DRAWING G-03 FOR LEGEND, ABBREVIATIONS AND BEACH SURVEY NOTES.

SLOPES AND BERM WIDTHS ALONG THESE AZIMUTHS VARY.

2. PROFILE AZIMUTHS ARE NOT PERPENDICULAR TO THE CBL, THEREFORE

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

SCALE: B (VERTICAL)

SCALE: A (HORIZONTAL)

SCALE: B (VERTICAL)

FDEP RANGE R-18.5 PROFILE

ELEV. +6.1

E C

C B

+10

+20

+10

+20

EXISTING GRADE

-M

D C

R -C

B p ro fi le .d g n

C-12

B E

A C

H F

L P

R O

E S

R -1

1234567

8 7 6 5 4 3 2

S O

A T

N N

E N

A M

D W

N B

C K

D B

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

N /A

S E

P T

E M

B E

M .R .2

W .I .H

C O

R P

S O

F E

N G

E E

R S

D R

A W

G D

A T

$STAMP$

B E

A C

H R

E N

O U

H M

E N

M I-

D A

D E C

O U

N T

Y F

L O

M .P .N

J .W .L

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N

E P

R O

T E

C T

N P

R O J E

C T

S U

N N

Y I

S L

E S B

E A

C H

W E

P -1

-B -0

SEAWARD DISTANCE IN FEET FROM THE MONUMENT

GRAPHIC SCALE

"A" 200'100'0100'

"B" 20'10'010'

NOTES:

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E C

C B

SCALE: A (HORIZONTAL)

SEAWARD DISTANCE IN FEET FROM THE MONUMENT FDEP RANGE R-19 PROFILE

+10

+20

+10

+20

(ALONG MONUMENT AZIMUTH)

3. SEE DRAWING G-03 FOR LEGEND, ABBREVIATIONS AND BEACH SURVEY NOTES.

SLOPES AND BERM WIDTHS ALONG THESE AZIMUTHS VARY.

2. PROFILE AZIMUTHS ARE NOT PERPENDICULAR TO THE CBL, THEREFORE

TRANSITION ENDS BEFORE CROSSING MONUMENT AZIMUTH

G-01

G-02

G-03

G-04

C-01

C-02

C-03

C-04

C-05

C-06

C-07

C-08

C-09

C-10

C-11

C-12

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