Plans_16B0001.pdf

PDF 21 MB Posted Apr 25, 2016

Attached to: Beach Erosion Control and Hurricane Protection Project, Miami Dade County, Florida, Beach Renourishment 2016, Miami Beach - Hot Spots
Solicitation number: W912EP-16-B-0001
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Plans 16B0001

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File	Type	Posted
Abstract.xls	XLS spreadsheet	Jun 17, 2016
Amendment_0006_Hot_Spots_16B0001_1.pdf	PDF	Jun 7, 2016
Amendment_0005_Hot_Spots_16B0001.pdf	PDF	Jun 6, 2016
Amendment0004_MiamiDadeHotSpots.pdf	PDF	May 31, 2016
Amendment_0003_HotSpots_16B0001.pdf	PDF	May 25, 2016
Amendment_0002.pdf	PDF	May 19, 2016
Amendment_0001_16B0001.pdf	PDF	May 9, 2016
Volume_2_Specs_16B0001.pdf	PDF	Apr 25, 2016
SURVEY_CONTROL_NOTES_VH_15_145.pdf	PDF	Apr 25, 2016
Volume_1_Specs_16B0001.pdf	PDF	Apr 25, 2016

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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 2016

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PRINTED ON:$DATE$

"INCREASE PROFIT -- SUBMIT VECP'S"

MIAMI-DADE COUNTY, FLORIDA

MIAMI BEACH - HOTSPOTS

BEACH EROSION AND HURRICANE PROTECTION PROJECT

113082-MDCBR16-GI001.dgn

IFB NO.W912EP-16-B-0001

R-53.7

SHORELINE

APPROXIMATE

ECL

GENERAL NOTES:

INDEX TO DRAWINGS

GENERAL

COVER DRAWING

CIVIL

C-01

G-01

G-02

DWG NO TITLE

G-03

G-04

PROJECT SITE LAYOUT

PROJECT OVERVIEW

GRAPHIC SCALE

G E

N E

R A

P R

O J E

C T O

V E

R V

G-02

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

BEACH PROFILES - R-54 TO R-55

C-02

C-03

C-04

-M

D C

B R

-G

I0 o v w .d g n

Y=540,000

ISLAND

DODGE

ISLAND

TREASURE

X ,0

ISLE

NORMANDY

BEACH FILL PLAN - 55TH ST. HOTSPOT

JULIE TUTTLE CAUSEWAY

O C E A N

A T L A N T I C

I N D I A N C

R E E K

BEACH FILL PLAN - 46TH ST. HOTSPOT

CONTROL DATA MONUMENTS AND EROSION CONTROL LINE

PROJECT VICINITY

55TH STREET HOTSPOT

46TH STREET HOTSPOT

TYPICAL SECTION & BEACH PROFILES - R-49.5 TO R-50

10. MATERIAL SOURCE IS UPLAND. SEE SECTION 35 30 00 BEACH FILL.

SPECIFICATIONS FOR POINTS OF CONTACT.

9. FOR CONSTRUCTION ACCESS COORDINATION, REFER TO THE

8. MEAN LOW WATER (MLW) IS -2.13 FEET BELOW NAVD88 DATUM.

MONUMENTS CONTROL AND EROSION CONTROL LINE INFORMATION.

7. SEE DRAWING NO. G-04 FOR SURVEY CONTROL, RANGE

ABBREVIATIONS, AND BEACH SURVEY NOTES.

6. SEE DRAWING NO. G-03 FOR PROJECT SITE LAYOUT, PROJECT LEGEND,

5. AERIAL PHOTOGRAPHY SHOWN IS DATED 2012.

PERFORMANCE OF CONSTRUCTION OF THIS PROJECT.

THAT HE/SHE DETERMINES ARE NECESSARY FOR OR AFFECT THE

RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES

INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL BE

UNLESS OTHERWISE INDICATED. NOT ALL EXISTING STRUCTURES ARE

INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY

4. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR

WILL BE ASSIGNED THE PLUS SYMBOL (+).

1988 (NAVD88). ALL ELEVATIONS SHOWN ABOVE REFERENCED DATUM

3. ELEVATIONS REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF

(NAD83(90)). THE UNIT OF MEASURE IS THE U.S. SURVEY FOOT.

TO THE 1990 ADJUSTMENT OF THE NORTH AMERICAN DATUM OF 1983

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

2. THE SPATIAL COORDINATES SHOWN HEREIN ARE IN THE FLORIDA STATE

AS REQUIRED BY ER 1110-1-8152.

PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT

REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE

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

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

GEORGIA

TALLAHASSEE

JACKSONVILLE

ORLANDO

WEST

PALM

BEACHFT MYERS

MIAMI

TAMPA

KEY WEST

ATLANTIC

OCEAN

N.T.S.

OF WORK

LOCATION

CANAVERAL

ST LUCIE

ST AUGUSTINE

GAINESVILLE

MEXICO

GULF

FLORIDA

PROJECT LOCATION

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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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L E D

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N /A

D E

P A

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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

M .P .N

C O

R P

S O

F E

N G

E E

R S

B E

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H E

R O

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O N

T R

O L A

N D H

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B E

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J .W .L

R-49.5

R-55.5

R-50.5

Y=550,000

Y=545,000

X ,0

Y=535,000

Y=530,000

Y=525,000

Y=520,000

ISLAND

FISHER

Y=515,000

X ,0

B I S C A Y N E B A Y

G O V E R N M E N T C U T

B E A C H

M I A M I

WITH POINT NOTATION

TOE OF CONSTRUCTION SLOPE

HORIZONTAL AND VERTICAL CONTROL

RANGE LINE MONUMENT

FILL SLOPE SYMBOL

BEACH FILL AREA

(PLAN VIEW)

BEACH FILL AREA

(PROFILE VIEW)

EROSION CONTROL LINE (ECL)

CONSTRUCTION AND STAGING ACCESS

OFF THE DRAWING

SOUNDING OR ELEVATION

VERTICAL CONTROL / TIDE CALIBRATION POINT

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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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L O

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L E D

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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

M .P .N

C O

R P

S O

F E

N G

E E

R S

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

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H R

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J .W .L

ECL 33

SHORELINE

APPROXIMATE

ECL

LEGEND ABBREVIATIONS

12.2

PROJECT SITE LAYOUT

GRAPHIC SCALE

1,000'500'0500'

G-03

G E

N E

R A

P R

O J E

C T S

E L

A Y

O U

T -M

D C

B R

-G

I0 p ly .d g n

NOTES:

ECL CONTROL STATIONING

BEACH SURVEY NOTES:

C-01

C-02

1. SEE DRAWING G-02 FOR GENERAL NOTES.

MAPPING, INC. ROYAL PALM BEACH, FLORIDA.

7. SURVEY WAS PERFORMED BY WHIDDEN SURVEYING &

CONSENT OF THE SIGNING PARTY OR PARTIES.

PARTIES IS PROHIBITED WITHOUT THE WRITTEN

REPORT BY OTHER THAN THE SIGNING PARTY OR

6. ADDITIONS OR DELETIONS TO THE SURVEY MAPS OR

1983, REALIZATION OF 2011 (NAD83 (2011)).

AND REFERENCED TO THE NORTH AMERICAN DATUM OF

MERCATOR PROJECTION FOR THE EAST ZONE OF FLORIDA

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE

TO 24 AUG. 2015.

4. DATA COLLECTION WAS PERFORMED FROM 03 AUG. 2015

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

3. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO THE

PRECEEDED BY A (+) SIGN.

2. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS

1. REFER TO SURVEY NO. 15-145.

R-49

R-49.5

R-50

R-50.5

R-51

R-52

R-53

R-53.5

R-54

R-54.5

R-55

R-55.5

R-56

R-57

R-57.5

C O

L L

S A

V E

Y=540,000

Y=541,000

Y=542,000

Y=543,000

Y=544,000

Y=545,000

Y=546,000

Y=547,000

Y=539,000

Y=538,000

X ,0

X '0

X ,0

HOTSPOT

55TH ST.

HOTSPOT

46TH ST.

N C

R E

E K

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

B E A C H

M I A M I

WEST

U.S. COAST GUARD

U.S. ARMY CORPS OF ENGINEERS

TYPICAL

TOLERANCE

SURVEY

STATION

STREET

SOUTH

RANGE

POINT OF INTERSECTION

NUMBER

NORTH AMERICAN VERTICAL DATUM

NORTH

MEAN LOWER LOW WATER

MEAN LOW WATER

MEAN HIGH WATER

EDGE OF BERM

ELEVATION

EROSION CONTROL LINE

EAST

USCG

USACE

TYP

TOL

SVY

STA

RGE

NAVD

MLLW

MLW

MHW

EOB

ECL

C O

L L

S A

V E

570,571.53

571,262.32

575,460.SC

541,530.SC

571,001.48

944,857.13

944,582.77

944,780.SC

944,910.SC

944,294.93

USE FOR HORIZONTAL CONTROL.

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

N/A

AC4653

AC2390

AC2267

AC3406

(X) EASTING (Y) NORTHING NAVD88DESIGNATION PID

6.77

9.75

14.64

4.72

2.50872 3080 B TIDAL

D 313

RENE PEREZ, PE

APPROXIMATE SHORELINE

ECL 42

ECL 41

ECL 40

ECL 39

ECL 38

ECL 37

ECL 36

ECL 35

ECL 34

ECL 33

ECL 32

ECL 31

ECL 30

ECL 29

ECL 28

ECL 27

ECL 26

CONSTRUCTION BASELINE

EROSION CONTROL LINE AND

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

1. SEE DRAWING G-02 FOR GENERAL NOTES.

NOTES:GRAPHIC SCALE

1,000'500'0500'

G-04

G E

N E

R A

C O

N T

R O

L D

A T

M O

N U

M E

N T S A

N D E

R O

N C

O N

T R

O L L

E -M

D C

B R

-G

I0 c tl .d g n

B E A C H

M I A M I

O C E A N

A T L A N T I C

SURVEY CONTROL

STA 50+000

STA 54+000

STA 56+000

STA 58+000

STA 52+000

R-49

R-49.5

R-50

R-50.5

R-51

R-52

R-53

R-53.5

R-54

R-54.5

R-55

R-55.5

R-56

R-57

R-57.5

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

R-57.5

R-57

R-56

R-55.5

R-55

R-54.5

R-54

R-53.5

R-53

R-52

R-51

R-50.5

R-50

R-49.5

R-49

944,858.09

944,915.03

945,195.06

945,277.45

945,348.15

945,202.64

945,096.15

945,331.17

945,486.13

945,517.93

945,435.00

945,630.94

945,760.46

945,717.63

945,705.49

537,990.05

538,459.14

539,491.03

540,067.78

540,562.76

541,230.32

541,718.85

542,439.81

542,915.19

544,030.33

545,215.08

545,682.32

546,123.84

546,658.77

547,140.14

RANGE MONUMENT CONTROL POINTS

DEGREES

AZIMUTH *

105°

95°

105°

100°

95°

* AZIMUTHS ARE MEASURED CLOCKWISE FROM NORTH

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

EROSION CONTROL LINE

STATIONING

BASELINE

ECL CONTROL

STA. 57+242.86

STA. 56+042.54

STA. 55+342.69

STA. 55+092.61

STA. 54+741.13

STA. 54+131.37

STA. 53+731.03

STA. 53+129.59

STA. 52+728.99

STA. 52+128.92

STA. 51+523.93

STA. 51+121.69

STA. 50+220.31

STA. 49+720.01

STA. 49+440.53

STA. 49+040.40

STA. 48+738.63

538,699.54

539,888.31

540,580.12

540,827.56

541,178.70

541,787.75

542,186.27

542,786.44

543,182.03

543,778.13

544,383.12

544,785.22

545,683.88

546,181.63

546,460.93

546,861.00

547,161.00

945,061.23

945,227.38

945,333.15

945,369.46

945,384.90

945,355.62

945,393.75

945,432.80

945,495.98

945,564.87

945,567.35

945,577.71

945,647.66

945,698.22

945,688.40

945,681.46

945,648.82

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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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D E

S C

N N o

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R 26

B T

A L

D 313

R E

N E P

E R

E Z P

D 314

X ,0

Y=547,000

Y=546,000

Y=545,000

Y=544,000

Y=543,000

Y=542,000

Y=541,000

Y=540,000

Y=539,000

Y=538,000

N C

R E

17.7 17.7 17.7

17.7

17.6

17.6 17.5

17.5

17.4

17.4 17.4

17.3

17.3 17.3

17.2 17.2 17.2

17.2

17.1 17.1 17.1

17.1 17.0

16.9

16.9 16.9 16.9

16.9

16.8 16.8

16.8

16.7

16.6

16.6 16.6

16.6 16.6 16.6

16.6

16.5

16.5 16.5 16.5

16.5

16.4

16.3 16.3

16.3

16.3 16.2

16.2

16.1

16.0

16.0 16.0

15.9

15.9 15.9

15.8

15.8 15.8

15.8

15.7

15.6

15.6 15.6

15.6

15.6 15.6

15.6

15.5

15.4 15.4

15.4

15.3

15.3 15.3 15.3

15.3 15.3 15.3 15.3

15.3 15.3

15.3

15.2 15.2

15.2

15.2 15.2

15.2

15.1 15.1 15.1

15.0

15.0 14.9

14.9

14.8

14.7

14.6

14.5

14.4

14.3

14.2

14.1 14.1

14.1

14.0

14.0 14.0 14.0 14.0

14.0

13.9

13.9 13.9

13.9

13.9 13.9 13.8

13.8

13.7

13.6 13.6

13.6

13.5

13.4

13.3

13.313.2

13.2

13.1

13.0

13.0 13.0

12.9

12.8

12.8 12.7

12.7

12.6

12.5

12.4

12.3

12.2

12.1

12.1 12.0

12.0

11.9 11.8

11.8 11.8

11.7 11.7

11.7

11.6

11.5

11.4

11.3

11.3 11.3

11.2

11.1

11.0

10.9

10.8

10.6

10.5

10.4

10.3

10.2

10.1

10.0

10.0 9.9

9.7

9.6 9.6

9.6

9.5

9.4

9.3

9.2

9.1

9.0 9.0

9.0

8.9

8.8

8.78.6

8.5

8.4

8.48.4 8.4

8.3 8.2

8.2 8.1

8.1 8.1

7.9 7.9

7.9

7.9 7.8

7.77.7 7.7

7.6

7.6 7.5

7.5

7.4

7.4 7.4

7.4

7.3 7.3

7.2

7.1

7.0

7.0 6.9

6.8

6.7

6.5

6.5 6.5

6.4

6.3

6.1

6.1 6.1

6.0 5.9

5.8 5.8

5.8 5.7 5.7

5.5

5.4

5.3

5.2

5.1

5.1 5.1

5.0

5.0 5.0

4.9

4.94.8

4.8

4.8 4.8

4.8

4.8 4.8

4.7

4.7 4.7

4.6

4.5

4.54.5

4.4

4.3

4.3 4.3

4.2 4.2 4.2

4.2

4.1

4.1 4.1

4.1

4.0

3.9

3.9 3.9

3.9

3.8 3.8

3.8

3.7

3.6

3.6 3.5

3.5 3.53.4

3.4

3.43.3

3.3

3.2

3.1

3.0

2.9

2.8

2.7

2.6

2.5

1.8

1.7

1.4

0.8 0.3

0.0

ACCESS ROUTE

(SEE NOTE 3)

STAGING AND ACCESS AREA

ACCESS ROUTE

ECL 37 STA. 51+121.69

ECL 38 STA. 50+220.31

ECL 41 STA. 49+040.40 ECL 40 STA. 49+440.53ECL 42 STA. 48+738.63

ECL 39 STA. 49+720.01

C-01

-M

D C

B R

-C

B p ln .d g n

B E

A C

H F

L P

L A

Y ,5

Y ,0

Y ,5

Y ,0

Y ,5

Y ,0

X=946,500

X=946,000

X=945,500

X=945,000

H S

H O

T S

P O

T o n o n

NOTES:

200'100'0100'

GRAPHIC SCALE

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

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

1. SEE DRAWING G-02 FOR GENERAL NOTES.

R-49 R-49.5

R-50

R-50.5

R-51

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US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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N N o

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O N

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N V

L E F

L O

J A

C K

S O

N V

L E D

T R

D E

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

M .P .N

C O

R P

S O

F E

N G

E E

R S

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

B E

A C

H R

E N

O U

H M

E N

M I

B E

A C

H H

O T

S P

O T

J .W .L

+0.2 +0.8

+1.2

+1.3

+1.7 +2.0

+2.4+2.4 +2.4+2.5

+2.7

+2.9

+3.1

+3.4+3.7 +4.0

+4.2

+5.0 +5.0

+5.2 +5.2+5.7 +6.0

+6.4

+6.6

S O

U T

H E

R N F

L L

T E

C L S

T A

N O

R T

H E

R N F

L L

T E

C L S

T A

+6.7

+6.9

+7.1

+7.3

+7.5

+7.6

+7.7 +7.7

+7.8

+8.0

+8.3

+8.4

+8.5

+8.6

+8.8

+8.9

+9.3 +9.4

+9.6

COLLINS AVENUE

INDIAN CREEK

ATLANTIC

OCEAN

OF FILL

LANDWARD EDGE

APPROXIMATE

(NAVD88)

ELEV. +6.1 FT

BERM CREST

TOE OF FILL

APPROXIMATE

17.9

17.7

17.7 17.7 17.7

17.6

17.6 17.6 17.6

17.6 17.6

17.6

17.6 17.6

17.6

17.5

17.5 17.5 17.5

17.5

17.4

17.4 17.4

17.4

17.3

17.3 17.3

17.3

17.3 17.3

17.2

17.2 17.2 17.2

17.2

17.1

17.1 17.1 17.1

17.1 17.1

17.1 17.1 17.1

17.1

17.0

17.0 17.0

17.0

17.0 17.0

17.0 17.0 17.0

17.0 17.0

17.0

17.0 17.0 17.0

17.0

16.9

16.9 16.9

16.9

16.9 16.9

16.9

16.9 16.9

16.9

16.8

16.8 16.8

16.8

16.816.8

16.8

16.7

16.7 16.7 16.7

16.7 16.7

16.7

16.7 16.7 16.7

16.7

16.7 16.6

16.6

16.5 16.5

16.5

16.5 16.4

16.4 16.4

16.4

16.3

16.3 16.3

16.3

16.3 16.2

16.2 16.2

16.2

16.1

16.0

16.016.0

16.0 16.0

16.0

15.9

15.8

15.7

15.6

15.6 15.6

15.6

15.5

15.4

15.3 15.3

15.3

15.2

15.2 15.2

15.2

15.1

15.1 15.1 15.1

15.1

15.1 15.1

15.1

15.0

15.0 15.0

15.0

15.0 15.0

14.9

14.9 14.9

14.9

14.9 14.9 14.9

14.9

14.8

14.8 14.8 14.8 14.8

14.8

14.8 14.8

14.8

14.8 14.8

14.8

14.7

14.6

14.6 14.6

14.5

14.4

14.4 14.4

14.4

14.3

14.2 14.2

14.2

14.114.1

14.1

14.0

14.0 14.0

14.0

14.0 14.0

14.0

13.9 13.9

13.913.9 13.9

13.9

13.8 13.8 13.8

13.8

13.8 13.8 13.8 13.8

13.8

13.7

13.7 13.7 13.7

13.7

13.7 13.6

13.6

13.613.6

13.6

13.6 13.6 13.6

13.6

13.5

13.4

13.4 13.4

13.4

13.3

13.3 13.3

13.3

13.2

13.2 13.2

13.2

13.2 13.2

13.2

13.1

13.0 13.0

13.0

12.9

12.912.9

12.9

12.8

12.7

12.6

12.5

12.412.3

12.2

12.1

12.0

11.9

11.8

11.7

11.6

11.5

11.4

11.3

11.2

11.211.2

11.2

11.1

11.0

10.9

10.8

10.7

10.6

10.5

10.4

10.3

10.210.1

10.1

10.0

9.9

9.7

9.6

9.5

9.4

9.3

9.2

9.1

8.9

8.7

8.7 8.6

8.6

8.5

8.4

8.3

8.2

8.1

8.0

7.8

7.6

7.67.6

7.5

7.3

7.2

7.1

7.0

6.9

6.8

6.6 6.6

6.5

6.4

6.36.3

6.3

6.2

6.1

6.1 6.1

6.1

6.0

5.9

5.7 5.7

5.7 5.6

5.6

5.6 5.6

5.5

5.4

5.3

5.2

5.15.1

5.1

5.0

4.9

4.8

4.7

4.6

4.5

4.4

4.4 4.4

4.4

4.3

4.3 4.3

4.3

4.2 4.2

4.2

4.1

4.1 4.1

4.1

4.0 4.0

4.0

4.0 4.0 4.0

4.0

3.9

3.9 3.9

3.9

3.8

3.8 3.8 3.8

3.8

3.7

3.7 3.7

3.7

3.6

3.5

3.4

3.3

3.2

3.1

3.0

3.02.9

2.9

2.8

2.7

2.5

2.2

2.1

1.3 1.3

1.0

ACCESS ROUTE

(SEE NOTE 3)

STAGING AND ACCESS AREA ECL 27 STA. 56+042.54

ECL 30 STA. 54+741.13

ECL 29 STA. 55+092.61

ECL 28 STA. 55+342.69

ECL 31 STA. 54+131.37

ECL 32 STA. 53+731.03

GRAPHIC SCALE

200'100'0100'

C-02

B E

A C

H F

L P

L A

-M

D C

B R

-C

B p ln .d g n

Y ,5

Y ,0

Y ,5

Y ,0

Y ,5

Y ,0

X=946,500

X=946,000

X=945,500

X=945,000

H S

H O

T S

P O

NOTES:

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

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

1. SEE DRAWING G-02 FOR GENERAL NOTES.

R-53.5

R-54

R-54.5

R-55

R-55.5

+0.1

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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

J A

C K

S O

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L E D

T R

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P A

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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

M .P .N

C O

R P

S O

F E

N G

E E

R S

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

B E

A C

H R

E N

O U

H M

E N

M I

B E

A C

H H

O T

S P

O T

J .W .L

+0.4

+0.6

+0.9

+1.1 +1.4 +1.4

+1.7

+2.0

+2.1

+2.3

+2.4

+2.5

+2.6

+2.8

+2.9

+3.1

+3.8

+3.9

+4.0

+4.1

+4.3

+4.7

+4.9

+5.1

+5.2

+5.7

+6.0

+6.0 +6.2

+6.3

+6.5

+6.6

N O

R T

H E

R N F

L L

T E

C L S

T A

S O

U T

H E

R N F

L L

T E

C L S

T A

+6.9

+7.0

+7.3

+7.4

+7.5+7.8 +7.9

+7.9

+8.0 +8.1

+8.1

+8.1 +8.1

+8.2

+8.3

+8.4

+8.6

+8.7

+8.8

+8.9

+9.0 +9.2

+9.2

+9.2 +9.2

+9.2

+9.4

+9.4+9.5

+9.5

+9.7

COLLINS AVENUE

(NAVD88)

ELEV. +6.1 FT

BERM CREST

o n o n

OCEAN

ATLANTIC

OF FILL

LANDWARD EDGE

APPROXIMATE

TOE OF FILL

APPROXIMATE

+10.2

+10.4

+10.5

TYPICAL BEACH PROFILE

SCALE "C" (HORIZONTAL)

SCALE "D" (VERTICAL)

1V:3H

SLOPE

EXISTING GRADE

(SEE NOTE 4)

VEGETATION

-M

D C

B R

-C

B p rf .d g n

C-03

GRAPHIC SCALES

"A" 200'100'0100'

"B" 20'10'010'

E C

SCALE "A" (HORIZONTAL)

SCALE "B" (VERTICAL)

PROFILE R-50

SCALE "A" (HORIZONTAL)

SCALE "B" (VERTICAL)

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 1000-100

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 1000-100

E L E

V A

N I

N F

E E

T N

A V

PROFILE R-49.5

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 1000-100

E L E

V A

N I

N F

E E

T N

A V

"C" 160'80'080'

"D" 16'8'010'

MONUMENT AT RANGE "0" DISTANCE IN FEET (ALONG MONUMENT AZIMUTH)MONUMENT AT RANGE "0" DISTANCE IN FEET (ALONG MONUMENT AZIMUTH)

MONUMENT AT RANGE "0"

T Y

A L S

E C

N A

N D B

E A

C H P

R O

E S

H S

T R

E E

R -4

.5 T

O R -5

ELEV. +6.1'

DISTANCE IN FEET (PERPENDICULAR TO THE ECL)

230'

ELEV. +6.1'

234.31'

+10

+20 +20

+10

20 20

+10

+20 +20

+10

+20

+10

+20

BEACH FILL

TOLERANCE +0.5 FOOT

NOTES:

E C

ELEV. +6.1'

233'

15.3

15.2

SECTION 32 93 00.

THE CONTRACTOR'S EXPENSE. VEGETATION SHALL MEET THE REQUIREMENTS OF

4. EXISTING VEGETATION IMPACTED BY THE CONTRACTOR WILL BE REPLACED AT

SLOPES ALONG THESE AZIMUTHS ARE NOT EXACTLY 1V:15H.

3. PROFILE AZIMUTHS ARE NOT PERPENDICULAR TO THE ECL, THEREFORE

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

1. SEE DRAWING G-02 FOR GENERAL NOTES.

BEACH FILL

NOT TO SCALENOT TO SCALE

BEACH FILL NEAR VEGETATION

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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

D E

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

M .P .N

C O

R P

S O

F E

N G

E E

R S

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

B E

A C

H R

E N

O U

H M

E N

M I

B E

A C

H H

O T

S P

O T

J .W .L

EXISTING GRADE

BEACH FILL

-M

D C

B R

-C

B p rf .d g n

C-04

R -5

O R -5

GRAPHIC SCALES

"A" 200'100'0100'

"B" 20'10'010'

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 1000-100

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 1000-100

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 1000-100

E L E

V A

N I

N F

E E

T N

A V

E C

MONUMENT AT RANGE "0"

SCALE "A" (HORIZONTAL)

SCALE "B" (VERTICAL)

PROFILE R-54

SCALE "A" (HORIZONTAL)

SCALE "B" (VERTICAL)

PROFILE R-55

SCALE "A" (HORIZONTAL)

SCALE "B" (VERTICAL)

PROFILE R-54.5

NOTES:

DISTANCE IN FEET (ALONG MONUMENT AZIMUTH)

MONUMENT AT RANGE "0" DISTANCE IN FEET (ALONG MONUMENT AZIMUTH)

B E

A C

H P

R O

E S

H S

T R

E E

ELEV. +6.1'

241.51'

235.84'

231.41'

+10

+20

+10

+20 +20

+10

+20

+10

+20

+10

+20

15.1

15.4

15.8

SLOPES ALONG THESE AZIMUTHS ARE NOT EXACTLY 1V:15H.

3. PROFILE AZIMUTHS ARE NOT PERPENDICULAR TO THE ECL, THEREFORE

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

1. SEE DRAWING G-02 FOR GENERAL NOTES.

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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

D E

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

M .P .N

C O

R P

S O

F E

N G

E E

R S

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N

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G-01

G-02

G-03

G-04

C-01

C-02

C-03

C-04

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