W912EP-16-R-0025_PLANS-CERTIFIED.pdf

TO ACCOMPANY REQUEST FOR PROPOSAL

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Risk

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Quality

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In Many Ways!

Jacksonville District of Engineers

US Army Corps

Inc rea se d

Pr od uc tiv ity

113619-BEMR16-GI001cov.dgn

PLANS FOR

W912EP-16-R-0025

V E

"INCREASE PROFIT -- SUBMIT VECP'S"

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

MID-REACH SEGMENT - MITIGATION FEATURE

HURRICANE AND STORM DAMAGE REDUCTION PROJECT

BREVARD COUNTY, FLORIDA

GENERAL NOTES:

ELEVATION AND LOCATION

6000'3000'03000'

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

TIDE STAFF

DRAWING

HORIZONTAL

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1988

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

STATE PLANE COORDINATE SYSTEM

VERTICAL

SPCS

NOAA

NAVD 88

NAD 83

HORIZ

DWG.

VERT

EX. EXISTING

CG COAST GUARD

49.5

X ,0

X ,0

X ,0

X ,0

TITLEDWG NO

G-01

G-02

G-03

COVER SHEET

PROJECT OVERVIEW

GENERAL

Y=1,415,000

Y=1,405,000

Y=1,395,000

Y=1,385,000

Y=1,375,000

Y=1,365,000

CIVIL

7 WITH NOTATION

EXISTING CONTOUR LINE

EXISTING GRADE

FDEP RANGE MONUMENT

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

MELBOURNE C

AUSEWAY

EAU G

ALLIE

CAUSEWAY

I N D I A N R

I V E R

G

N E

R A

L

P R

O J E

C T O

V E

R V

IE

W

G-02

CAUSEWAYPINEDA

R I V

B A N A N

NMI NAUTICAL MILES

LOCATION FALLS OFF PAGE

RB REEF BLOCK

RM

RS

REEF MAT

REEF SET

REEF SET (45 REEF MATS)

N

FROM REEF SITE NO. 1

TO CANAVERAL HARBOR

14.46 NAUTICAL MILES

PROJECT VICINITY

X ,0

MEAN LOWER LOW WATERMLLW

PROJECT LAYOUT AND CONTROL DATA

(W/ GEOTEXTILE)

REEF MAT (18 REEF BLOCKS)

GRAPHIC SCALE

(SEE DWG. G-03)

REEF SITE IDENTIFICATION

W/ WITH

ALT. ALTERNATE

-B

E M

R -G

V

IC

.d g n

CAST IN PLACE

CC CLEAR COVER

PRE-FAB PRE-FABRICATED

GEOTEXTILE

CIP

TYPICAL REEF SET DETAILS

ALTERNATIVE 3 REEF MAT DETAILS

ALTERNATIVE 2 REEF MAT DETAILS

ALTERNATIVE 1 REEF MAT DETAILS

COV COVER

SST WWF STAINLESS STEEL WELDED WIRE FABRIC

EXPOSED

EMBEDDED

COQUINA STONE

REEF MITIGATION PLAN - REEF SITE NO. 1

REEF MITIGATION PLAN - REEF SITE NO. 2

REEF MITIGATION PLAN - REEF SITE NO. 3 & 4

REEF MITIGATION PLAN - REEF SITE NO. 5, 6 & 7

REEF MITIGATION PLAN - REEF SITE NO. 8 & 9

REEF MITIGATION PLAN - REEF SITE NO. 10

C-01

C-02

C-03

C-04

C-05

C-06

C-07

C-08

C-09

C-10

C-11

C-12

FDEP FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

TEMPORARY WARNING BUOY LAYOUT AND DETAIL

TEMPORARY WARNING BUOY

REEF SITE TYPICAL LAYOUT - 3 REEF SET & 4 REEF SET

N.T.S. NOT TO SCALE

O.C. ON CENTER

INDEX TO DRAWINGS

ABBREVIATIONS

LEGEND

TYP. TYPICAL

.8 N

A U

T

IC

A L M

IL

E

S (4 .4 M

IL

E

S ) R

E E

F S

IT

E S

WITH 4 REEF SETS

REEF SITE WORK AREA

WITH 3 REEF SETS

REEF SITE WORK AREA

COQUINA STONE)

( W / EMBEDED

REEF BLOCK (2.6'X2.6'X1')

LAKE

OKEECHOBEE

ORLANDO

FT MYERS

TAMPA

KEY WEST

N

PALM BEACH

NOT TO SCALE

MEXICO

OF

GULF

OCEAN

ATLANTIC

PROJECT LOCATION

LAUDERDALE

FT

LOCATION

PROJECT

FT. PIERCE

CANAVERAL

MIAMI

R-80

R-120-T

R-100

R-90-T

R-70

R-110

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

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IC

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A T

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D W

N B

Y

C K

D B

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D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

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P L

O T S

C A

L E

P L

O T D

A T

E

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

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

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IL

L E F

L O

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ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

/A

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

J .W .L

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A G

E R

E D

U C

T

IO

N P

R O J E

C T

B R

E V

A R

D C

O U

N T

Y F

L O

R

ID

A

M

ID

-R E

A C

H S

E G

M E

N T M

IT

IG

A T

IO

N F

E A

T U

R E

C O

R P

S O

F E

N G

IN

E E

R S

M .P .N

J .W .L

J U

N E

PATRICK AFB

SHORES

SOUTH PATRICK

BEACH

SATELLITE

BEACH

HARBOUR

INDIAN

IN

D

IA

T L

A N

T

IC

6. SEE DWG. NO. G-03 SURVEY CONTROL DATA AND SURVEY NOTES.

ABBREVIATION, GENERAL NOTES, AND LEGEND.

5. REFER TO THIS DWG. FOR PROJECT VICINITY, INDEX TO DRAWINGS, PROJECT LOCATION,

ALL ELEVATIONS ABOVE MLW WILL BE ASSINGED THE PLUS SYMBOL (+).

4. ELEVATIONS ARE IN U.S. SURVEY FEET AND REFERENCE MEAN LOW WATER DATUM (MLW).

FOOT.

NORTH AMERICAN DATUM OF 1988 (NAD83(90)). THE UNIT OF MEASURE IS U.S. SURVEY

SYSTEM, EAST ZONE (0901) AND ARE REFERENCE TO THE 1990 ADJUSTEMENT OF THE

3. SPATIAL COORDINATES SHOWN HEREIN ARE IN THE FLORIDA STATE PLANE COORDINATE

CONSTRUCTION OF THIS PROJECT.46 USC 7.95d.

HE/SHE DETERMINES ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF

SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT

NOT ALL EXISTING STRUCTURES ARE INDICATED ON THE DRAWINGS, THE CONTRACTOR

ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE INDICATED.

2. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR INFORMATION

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

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN

CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION

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

.5

(SEE DWG. NO. C-01)

(SEE DWG. NO. C-02)

(SEE DWG. NO. C-03)

(SEE DWG. NO. C-03)

(SEE DWG. NO. C-04)

(SEE DWG. NO. C-04)

(SEE DWG. NO. C-04)

(SEE DWG. NO. C-05)

(SEE DWG. NO. C-05)

(SEE DWG. NO. C-06)

N

0 2500'1250'1250'

G E

N E

R A

L

G-03

I N D I A N

R I V E R

CAUSEWAY

EAU GALLIE

BEACH

HARBOUR

INDIAN

BEACH

SATELLITE

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

P R

O J E

C T L

A Y

O U

T A

N D C

O N

T O

L D

A T

A

NOTATION

MONUMENT

X-EASTING

AZIMUTH

FDEP R-MONUMENT CONTROL

NOTES:

Y-NORTHING

SURVEY NOTES AND CONTROL

-B

E M

R -G

I1 la y .d g n

.1

.5

.8

PLAN COORDINATES NAD83(90) FL E

CONDITIONS SURVEYED AT THAT TIME.

ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL

8. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE RESULT OF THE SURVEYS MADE

7. ALL POSITIONS AND ELEVATIONS ARE EXPRESSED IN THE UNITS OF U.S. SURVEY FEET.

6. ALL ELEVATIONS ARE BELOW THE MLW DATUM UNLESS PRECEEDED BY A (+) SIGN.

872 1608 F TIDAL AK6999 1481030 SC 783890 SC 11.42

70 80 A 35 AK7477 1374060.24 793496.64 13.35

DESIGNATION PID NORTHING EASTING ELEVATION (NAVD88)

WERE COMPARED TO RESULTS OBTAINED THROUGH THE FDOT FPRN RTK GPS NETWORK.

CONTROL POINTS WHICH WERE RECOVERED AND THE HORIZONTAL AND VERTICAL LOCATIONS

5. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATICE GPS POSITIONING WITH THE FOLLOWING

CANOVA FLORIDA.

OCEANOGRAPHIC AND ATMOSPHERIC ADMINISTRATION (NOAA) TIDE STATION 8721804,

(MLW) WHICH IN THIS LOCALITY IS 2.74 FEET DIFFERENT THAN NAVD 88, BASED ON THE NATIONAL

U.S. SURVEY FEET. ADDITIONALLY THE SURVEY WAS CONVERTED TO MEAN LOW WATER DATUM

4. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

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

3. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (2011),

2. SURVEY WAS PERFORMED BY DEGROVE SURVEYORS, INC. BETWEEN 11 FEB. 2015 TO 12 FEB. 2015.

1. REFER TO SURVEY NO. 15-039.

3. REFER TO PLAN VIEW DRAWINGS FOR EACH REEF SITE CONTROL POINTS.

2. REFER TO THIS DWG. FOR SURVEY NOTES AND CONTROL INFORMATION.

AND ABBREVIATIONS.

1. REFER TO DWG. NO. G-02 FOR GENERAL NOTES, VICINITY MAP, LEGEND

A

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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

R

IP

T

IO

N N o

S Y

M Z

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L E F

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L E D

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T R

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P A

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N T O

F T

H E A

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N E

D B

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N /A

J .W .L

GRAPHIC SCALE

H U

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A N

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N D S

T O

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A M

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IN

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M .P .N

J .W .L

J U

N E

X ,0

X ,0

Y=1,395,000

Y=1,390,000

Y=1,385,000

Y=1,380,000

Y=1,375,000

Y=1,370,000

X ,0

AK6999

AK7477

R-92-T

80.0 1,370,570.08 794,869.61 R-118 A

80.0 1,371,067.91 794,712.10 R-118

80.0 1,371,510.05 794,601.66 R-117 A

80.0 1,372,020.31 794,426.66 R-117-T

80.0 1,372,836.94 793,840.18 R-116

80.0 1,373,619.88 793,943.50 R-115

80.0 1,374,681.31 793,399.68 R-114

80.0 1,375,577.81 793,139.69 R-113-T

80.0 1,376,423.82 792,911.23 R-112

80.0 1,377,395.81 792,679.70 R-111

80.0 1,378,198.31 792,471.70 R-110-T

80.0 1,379,328.82 792,169.21 R-109-T

80.0 1,380,236.32 791,954.22 R-108

90.0 1,381,135.82 791,985.73 R-107-T

80.0 1,382,126.12 791,776.86 R-106

80.0 1,383,394.57 791,458.47 R-105

80.0 1,384,022.41 791,242.74 R-104

80.0 1,384,859.82 790,899.75 R-103

80.0 1,385,876.53 790,876.78 R-102

80.0 1,386,785.33 790,466.77 R-101

80.0 1,387,791.97 790,449.83 R-100

80.0 1,388,779.29 790,219.53 R-99

80.0 1,389,666.83 789,826.29 R-98

80.0 1,390,642.83 789,609.29 R-97

80.0 1,391,546.83 789,396.30 R-96

80.0 1,392,462.84 789,190.80 R-95-T

80.0 1,393,224.34 789,028.31 R-94-T

80.0 1,394,197.84 788,817.32 R-93

90.0 1,395,170.84 788,591.82R-92-T

R-95-T

R-100

R-105

R-110

R-115

APPROX. SHORELINE

20 20

17 1

15 15

REEF SITE WORK AREA

REEF SITE NO. 1

X=788,500

N

REEF SET AREA

C-01

C

IV

IL

200'100'0100'

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

X=790,000

X=789,000

X - EASTING Y - NORTHING

1,394,438.43789,931.39A

1,394,486.28790,163.57B

1,393,995.03790,264.81C

1,393,947.17790,032.63D

NOTES:

C-07

2. AZIMUTH LINE FOR REEF SITE NO. 1 IS CREATED BY CONNECTING POINTS A & B.

AND ABBREVIATIONS.

1. REFER TO DWG. NO. G-02 FOR GENERAL NOTES, VICINITY MAP, LEGEND

PLANE COORDINATES NAD83 (90) FL E.

REEF SITE WORK AREA CONTROL DATA

B

A D

C

NO.

POINT

R-93 R-92-T

R-95-TR-94-T

-B

E M

R -C

B p ln .d g n

R E

E F S

IT

E N

O

R E

E F M

IT

IG

A T

IO

N P

L A

N

Y ,3

,0

Y ,3

,5

Y ,3

,0

Y ,3

,5

Y ,3

,0

X=789,500

A

B

C

D

1234567

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C

B

A

8 7 6 5 4 3 2

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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

R

IP

T

IO

N N o

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N /A

J .W .L

GRAPHIC SCALE

H U

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N D S

T O

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A M

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J U

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S.R. A1A

D E

S O

T O P

K W

Y

S K

Y L

IN

E B

L V

D

OCEAN ST.

PELICAN BEACH PARK

20 20

REEF SET AREA

REEF SITE WORK AREA

X=791,500

Y ,3

,5

Y ,3

,0

Y ,3

,5

Y ,3

,0

Y ,3

,5

Y ,3

,0

X=791,000

X=790,500

X=790,000

B C

D

A

X - EASTING Y - NORTHING

X=789,500

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

S.R. A1A

N

PARK

BICENTENNIAL

REEF SITE NO. 2

1,389,378.73 791,091.81A

1,389,435.64 791,321.94B

C-02

-B

E M

R -C

B p ln .d g n

C

IV

IL

D R

P

IN

E T

R

E F S

IT

E N

O

E

E F M

IT

IG

A T

IO

N P

L A

C-07

NOTES:

A & B.

2. AZIMUTH LINE FOR REEF SITE NO. 2 IS CREATED BY CONNECTING POINTS

AND ABBREVIATIONS.

1. REFER TO DWG. NO. G-02 FOR GENERAL NOTES, VICINITY MAP, LEGEND

PLANE COORDINATES NAD83 (90) FL E.

1,388,948.73 791,442.36C

1,388,891.82 791,212.23D

REEF SITE WORK AREA CONTROL DATA

NO.

POINT

R-98

R-99 R-100

R-98

R-99 R-100

A

B

C

D

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P L

O T D

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C O

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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

R

IP

T

IO

N N o

S Y

M Z

O N

E

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P A

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N T O

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H E A

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IG

N E

D B

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N /A

J .W .L

GRAPHIC SCALE

H U

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A N

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N D S

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A M

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E A

V

20 20

19 19

18 18

18 18

17 17 17 17

16 1

15 15

5 15

3 13 13 13

12 12 12

C-07

C-07

10 10 10 10 10

E. EAU GALLIE BLVD.

OCEANSIDE BLVD.

REEF SET AREA (TYP.)

REEF SITE WORK AREA (TYP.)

C-03

C

IV

IL

-B

E M

R -C

B p ln .d g n

X=793,000

Y ,3

,5

Y ,3

,5

Y ,3

,0

Y ,3

,5

X=792,500

X=792,000

X=791,500

Y ,3

,0

X - EASTING Y - NORTHING

S

IT

E

S

IT

E

B C

DA E

F G

H

Y ,3

,0

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

S.R. A1A

CANOVA PARK CANOVA BEACH PARK

N

REEF SITE NO. 3

1,383,674.19 792,487.13A

1,383,730.49 792,717.41B

1,383,243.26 792,836.53C

1,383,186.96 792,606.25D

1,382,694.07 792,725.52E

1,382,749.68 792,955.97F

1,382,262.09 793,073.63G

1,382,206.48 792,843.19H

REEF SITE NO. 4

R E

E F S

IT

E S N

O

R E

E F M

IT

IG

A T

IO

N P

L A

N

X=791,000

NOTES:

POINTS E & F RESPECTIFULLY.

CREATED BY CONNECTING POINTS A & B AND

2. AZIMUTH LINE FOR REEF SITES NO. 3 AND 4 IS

VICINITY MAP, LEGEND AND ABBREVIATIONS.

1. REFER TO DWG. NO. G-02 FOR GENERAL NOTES,

PLANE COORDINATES NAD83 (90) FL E.

REEF SITE WORK AREA CONTROL DATA

NO.

POINT

R-104

R-105 R-106

A

B

C

D

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C

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8 7 6 5 4 3 2

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D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

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

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

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S O

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L E F

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L E D

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N T O

F T

H E A

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Y D

E S

IG

N E

D B

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N / A

J .W .L

GRAPHIC SCALE

H U

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IC

A N

E A

N D S

T O

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A M

A G

E R

E D

U C

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N P

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M .P .N

J .W .L

J U

N E

0 20

19 1

18 18 18 18

16 1

C-07

C-07

15 15

14 14

14 14

13 13

12 12

12 12

11 11

NORTH CT.

CORAL WAY E.

REEF SET AREA (TYP.)

REEF SITE WORK AREA (TYP.)

C-04

C

IV

IL

-B

E M

R -C

B p ln .d g n

X=793,500

Y ,3

,0

Y ,3

,5

Y ,3

,0

Y ,3

,5

Y ,3

,0

X=793,000

X=792,500

X=792,000

Y ,3

,5

B

C

D A

E

F

G

H

S

IT

E

S

IT

E

J

K

LI

S

IT

E

X=791,500

Y ,3

,0

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

N

REEF SITE NO. 5

REEF SITE NO. 6

REEF SITE NO. 7

1,380,795.80 793,201.61E

1,381,785.40 793,203.90B

1,381,408.31 793,292.84C

1,381,353.90 793,062.11D

1,380,857.05 793,430.62F

1,380,372.49 793,560.21G

1,380,311.24 793,331.19H

1,379,738.72 793,454.89I

1,379,798.66 793,684.25J

1,379,423.82 793,782.22K

1,379,363.87 793,552.86L

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NOTES:

C-07

X - EASTING Y - NORTHING

POINTS E & F, AND POINTS I & J RESPECTIFULLY .

IS CREATED BY CONNECTING POINTS A & B,

2. AZIMUTH LINE FOR REEF SITES NO. 5 THRU 7

VICINITY MAP, LEGEND AND ABBREVIATIONS.

1. REFER TO DWG. NO. G-02 FOR GENERAL NOTES,

PLANE COORDINATES NAD83 (90) FL E.

1,381,730.99 792,973.17A

REEF SITE WORK AREA CONTROL DATA

NO.

POINT

R-107-T

R-108 R-109-T

A

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D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

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

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

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S O

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L E F

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L E D

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N E

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N /A

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GRAPHIC SCALE

H U

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A N

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M .P .N

J .W .L

J U

N E

S.R. A1A

20 20 20 20 20

19 19 19 19

8 18

17 17

6 1

6 16

15 15 15

15 15

13 13

C-07

12 12

PARADISE BLVD.PROVINCIAL DR.

REEF SET AREA (TYP.)

REEF SITE WORK AREA (TYP.)

C-05

-B

E M

R -C

B p ln .d g n

X=794,000

Y ,3

,0

Y ,3

,5

Y ,3

,0

Y ,3

,5

Y ,3

,0

X=793,500

X=792,500

Y ,3

,5

B

C

DA E

F G

H

X - EASTING Y - NORTHING

S

IT

E

S

IT

E

C

IV

IL

200'100'0100'

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

S.R. A1A

N

MEMORIAL PARK

HOWARD E. FUTCH

REEF SITE NO. 8 REEF SITE NO. 9

1,378,818.28 793,698.68A

1,378,876.74 793,928.42B

1,378,390.65 794,052.11C

1,378,332.18 793,822.37D

1,377,786.72 793,952.56E

1,377,851.63 794,180.57F

1,377,478.99 794,286.64G

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NOTES:

C-07

AND POINTS E & F RESPECTIFULLY .

IS CREATED BY CONNECTING POINTS A & B,

2. AZIMUTH LINE FOR REEF SITES NO. 8 AND 9

VICINITY MAP, LEGEND AND ABBREVIATIONS.

1. REFER TO DWG. NO. G-02 FOR GENERAL NOTES,

PLANE COORDINATES NAD83 (90) FL E.

1,377,414.09 794,058.64H

REEF SITE WORK AREA CONTROL DATA

NO.

POINT

R-110 R-111

R-112

A

B

C

D

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8 7 6 5 4 3 2

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O T S

C A

L E

P L

O T D

A T

E

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

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

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N T O

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H E A

R M

Y D

E S

IG

N E

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N /A

J .W .L

GRAPHIC SCALE

H U

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IC

A N

E A

N D S

T O

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A M

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E D

U C

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C T

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A

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A C

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E A

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E E

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M .P .N

J .W .L

J U

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X=793,000

21 21

20 20 2 0 20

16 16

15 15 15 15 15

14 14

OCEAN OAKS DR. DELMAR ST.

REEF SET AREA

C-06

-B

E M

R -C

B p ln .d g n

X=796,000

Y ,3

,5

Y ,3

,0

Y ,3

,5

Y ,3

,0

Y ,3

,5

X=795,500

X=795,000

X=794,500

Y ,3

,0

B C

DA

Y - NORTHING

C

IV

IL

200'100'0100'

X - EASTING

X=794,000

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

N

REEF SITE NO. 10

R E

E F S

IT

E N

O

1,372,174.83 795,472.00A

1,372,240.95 795,699.66B

1,371,868.89 795,807.72C

1,371,802.77 795,580.06D

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NOTE:

C-07

BY CONNECTING POINTS A & B.

2. AZIMUTH LINE FOR REEF SITE NO. 10 IS CREATED

VICINITY MAP, LEGEND AND ABBREVIATIONS.

1. REFER TO DWG. NO. G-02 FOR GENERAL NOTES,

PLANE COORDINATES NAD83 (90) FL E.

REEF SITE WORK AREA CONTROL DATA

NO.

POINT

R-116

R-118 R-118 A

R-117 A R-117-T

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

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O T S

C A

L E

P L

O T D

A T

E

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

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

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N T O

F T

H E A

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Y D

E S

IG

N E

D B

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N /A

J .W .L

GRAPHIC SCALE

H U

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IC

A N

E A

N D S

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A M

A G

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E D

U C

T

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J .W .L

J U

N E

REEF SITE WORK AREA

S.R. A1A

(0.135 ACRES)

45 REEF MATS

(0.135 ACRES)

45 REEF MATS

(0.135 ACRES)

45 REEF MATS

(0.135 ACRES)

45 REEF MATS

(0.135 ACRES)

45 REEF MATS

WORK AREA

REEF SITE

.5

.5

AREA (TYP.)

REEF SET

AREA (TYP.)

REEF SET

WORK AREA

REEF SITE

75'

N

N

GRAPHIC SCALE

C-07

C

IV

IL

A T L A N T I C

O C E A N

A T L A N T I C

O C E A N

NOTES:

L A

N D

W A

R D

L A

N D

W A

R D

(TYP) 3

C-08

(TYP) 3

C-08

R E

E F S

IT

E T

Y P

IC

A L L

A Y

O U

T R

E E

F S

E T R

E E

F S

E T

80'40'040' 80'40'040'

55'

.1

.1

.1

.1

107'

-B

E M

R -C

B d tl .d g n

.5

.5

.5

.5

(+/- 5')

99'

.4

(0.135 ACRES)

45 REEF MATS

(+/- 5')

.5

(+/- 5')

(0.135 ACRES)

45 REEF MATS

REEF SITE LAYOUT (3 REEF SET)

(0.41 ACRES)

C-06 C-05 C-04

(+/- 1.5')

(+/- 1.5')

(+/- 1.5')

(+/- 1.5')

237.1'

99'

107.1'

.4

75'

55'

.1

.1

.1

(+/- 5')

REEF SITE LAYOUT (4 REEF SET)

(0.54 ACRES)

C-01

C-03 C-04 C-05

C-02

237.1'

EDGE OF THE REEF MATS.

6. ALL LAYOUT DIMENSIONS AND TOLERANCES ARE MEASURED AT OR ALONG THE BOTTOM

5. TOLERANCE VALUES ARE LISTED WITHIN WORK AREA PARENTHESIS.

4. CONTROL POINTS FOR EACH REEF SITE ARE PROVIDED ON REFERENCED PLAN SHEETS.

3. FOR REEF SITES 5, 7, 9 AND 10 REFER TO DETAIL 2 OF DRAWING NO. C-07.

2. FOR REEF SITES 1, 2, 3, 4, 6 AND 8 REFER TO DETAIL 1 OF DRAWING NO. C-07.

1. SEE DRAWING G-02 FOR GENERAL NOTES, VICINITY MAP, LEGEND AND ABBREVIATIONS.

A

B

C

D

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A

8 7 6 5 4 3 2

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D W

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C K

D B

Y

D A

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F

IL

E N

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B E

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S U

B M

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T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

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

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

J .W .L

GRAPHIC SCALE

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A G

E R

E D

U C

T

IO

N P

R O J E

C T

B R

E V

A R

D C

O U

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Y F

L O

R

ID

A

M

ID

-R E

A C

H S

E G

M E

N T M

IT

IG

A T

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N F

E A

T U

R E

C O

R P

S O

F E

N G

IN

E E

R S

M .P .N

J .W .L

J U

N E

L

N D

W A

R D

B

C-08

O C

E A

N W

A R

D

.5

.5

NOTES:

"B" 6'4'2'012"24''

"A" 24'16'8'048"96"

COQUINA STONE

EXPOSED AGGREGATE

GEOTEXTILE

(TYP.)

MAT

REEF

STACK

A

C-08

B

C-08

A

SCALE: B

SCALE: B

PRELIMINARY

DO NOT USE FOR CONSTRUCTION

GRAPHIC SCALES

C-08

C

IV

IL

SCALE: A

C-07

C-09

C-10

O R 8

C-11

O R

8.1'

.9

16.1' (TYP)

SEE NOTE 2

T Y

P

IC

A L R

E E

F S

E T D

E T

A

IL

SECTION

SECTION

DETAIL

(TYP)

.5 (T

Y P

C-08

8'

OVERLAP

GEOTEXTILE

OVERLAP

GEOTEXTILE

-B

E M

R -C

B d tl .d g n

2'-6"

2'-6"

6"

" (TYP)2

½" (TYP)

6" (TYP)

6"

13" (± 2")

13" (± 2")

13" (± 2")

13" (± 2")

107' (± 1.5')

(SEE NOTE 4)

.1 .5

(SEE NOTE 4)

(SEE NOTE 4)

.3 .5

.9

A

B

C

D

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A

8 7 6 5 4 3 2

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D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

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

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

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L E F

L O

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ID

A

J A

C K

S O

N V

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L E D

IS

T R

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

J .W .L

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A G

E R

E D

U C

T

IO

N P

R O J E

C T

B R

E V

A R

D C

O U

N T

Y F

L O

R

ID

A

M

ID

-R E

A C

H S

E G

M E

N T M

IT

IG

A T

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N F

E A

T U

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C O

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IN

E E

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M .P .N

J .W .L

J U

N E

THE DIMENSION TO WHICH IT APPLIES.

6. (± #) TOLERANCE: A (+) TOLERANCE INCREASES AND A MINUS (-) TOLERANCE DECREASES

.5. GEOTEXTILE IS NOT SHOWN IN DETAIL 3 VIEW FOR CLARITY

SINGLE REEF SET CANNOT EXCEED 12" IN ANY DIRECTION.

FURTHERMORE, THE SPACE BETWEEN ADJACENT PLACED REEF MATS AND WITHIN A

CANNOT EXCEED THE NEAT BOUNDARY BY ± 1.5 FEET IN EITHER DIRECTION.

REEF SET NEAT BOUNDARY IS 59.1 FEET BY 107 FEET, WHERE THE PLACED REEF SET

ALL REEF SETS SHALL MEET THE LAYOUT REQUIREMENTS SHOWN ON DETAIL 3 WHERE 4.

PLACEMENT DETAILS.

3. SEE SPECIFICATION SECTION 35 32 30 FOR PLACED REEF MAT TOLERANCES AND

PATTERN (ALT. 3). ALT. 3 CAN EITHER BE DONE CIP OR PRE-FABRICATED.

-FABRICATED REEF BLOCK MANUFACTURED AT A PLANT (ALT. 2) OR ALTERNATING BLOCK

BLOCK FABRICATION EITHER CAST IN PLACE (CIP) FABRICATION (ALT. 1) OR A PRE

2. REEF MAT DETAILS ARE DEPENDENT ON CONTRACTOR'S CHOSEN METHOD FOR REEF

1. SEE DWG. G-02 FOR GENERAL NOTES, VICINITY MAP, LEGEND AND ABBREVIATIONS.

(TYP)

REEF MAT

SCALE: B SCALE: BSCALE: B

INSET

COQUINA STONE (TYP)

OR 4x4-D10xD10

4x4-W10XW10

SST WWF,

EXPOSED AGGREGATE (TYP)

CAST IN PLACE (TYP)

2" CC

3" MIN. CC

3" CC

M

IN

C C

NOTES:

N.T.S.(TYP)

KEY NOTES:

"B" 18"12"6"03"6"

"A" 6'4'2'01'2'

CABLING

GEOTEXTILE

CABLING

CABLING

CABLING

CABLING

GEOTEXTILE

CABLING

GEOTEXTILE

OR 4x4-D10xD10

4x4-W10XW10

SST WWF,

OR 4x4-D10xD10

4x4-W10xW10

SST WWF,

CONCRETE

CAST IN PLACE

AGGREGATE (TYP.)

EXPOSED

CONCRETE

CAST IN PLACE

OR 4x4-D10xD10

SST WWF, 4x4-W10xW10

PRELIMINARY

DO NOT USE FOR CONSTRUCTION

SCALE: A

C-08

C

C-09

C-09

C-09

C-09

D

SCALE: A

SCALE: A

ALTERNATIVE 1 REEF MAT - TOP VIEW

FRONT - VIEW SIDE - VIEWTOP - VIEW

FRONT - VIEW

SIDE - VIEW

GRAPHIC SCALES

C

IV

IL

A L

T E

R N

A T

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E R

E E

F M

A T D

E T

A

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S

REEF BLOCK - TYPE A (CAST IN PLACE)

C-09

-B

E M

R -C

B d tl .d g n

5 (TYP)

31¾"

2" CC (TYP)

31¾"

18'-7"

" (TYP)2

¼

2'-6"16'-1"

¼

(T

Y P

27⅝"

27⅝"

12"'

D

31¾"

(TYP)

(TYP)

(TYP.)

(S

E E N

O T

E

H

M

IN

C

C CC

3" MIN

C C

M

IN

C

C-09

C -0

D

A

B

C

D

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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

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

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S O

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A

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N V

IL

L E D

IS

T R

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

J .W .L

H U

R R

IC

A N

E A

N D S

T O

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A M

A G

E R

E D

U C

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IO

N P

R O J E

C T

B R

E V

A R

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O U

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L O

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M .P .N

J .W .L

J U

N E

(TYP)

FABRICATION, THE CABLES CAN BE INSERTED AFTER THE BLOCK PRODUCTION.

INCLUDE THE CABLES AT TIME OF PRODUCTION. FOR PRE-FABRICATED BLOCK

THROUGH REEF BLOCKS. FOR CAST-IN-PLACE BLOCK FABRICATION, THE BLOCKS CAN

CONTRACTOR SHALL CHOOSE METHOD TO INSERT THE CABLES CABLE AND HOLES: 1.

9. BLOCK TOLERANCES ARE SPECIFIED IN SPECIFICATION 03 31 01.

REQUIREMENTS OF SECTION 03 35 00 CONCRETE FINISHING.

8. FOR EXPOSED AGGREGATE FINISH, CONTRACTOR SHALL MEET THE

D = DEPTH OF EMBEDDED COQUINA STONE INTO CONCRETE.

H = LONGEST DIMENSION OF COQUINA STONE

ILLUSTRATIVE PURPOSE ONLY.

COQUINA SIZES, SHAPES AND CONFIGURATION AS SHOWN ARE INTENDED FOR 7.

FABRIC (SST WWF) SHALL BE 3 INCHES.

6. THE CLEAR COVER FROM EACH SIDE OF REEF BLOCK TO STAINLESS STEEL WELDED WIRE

INCHES.

5. THE CLEAR COVER FROM THE BOTTOM OF REEF BLOCK TO THE CABLE OR SLEEVE IS 2.0

NOT EXTEND OUTSIDE REEF SET BOUNDARIES.

4. GEOTEXTILE FABRIC SHALL HAVE 2.5-FOOT OVERLAP TO THE ADJOINING REEF MATS AND

SPECIFIED.

ENGINEERING ANALYSIS PERFORMED BY A REGISTERED STRUCTURE ENGINEER AS

FINAL CABLING DESIGN WILL BE DETERMINED BY THE CONTRACTOR BASED ON

CABLING (CABLES QUANTITY AND SPACING) IS SHOWN FOR ILLUSTRATIVE PURPOSE. 3.

ACCEPTED BY THE CONTRACTING OFFICER AS SPECIFIED.

AND MATTRESS IS PROHIBITED UNTIL THE BLOCK AND MATTRESS SAMPLES HAVE BEEN

SATISFACTION OF THE CONTRACTING OFFICER. THE PRODUCTION OF THE REEF BLOCK

CONTRACTOR SHALL CONSTRUCT SAMPLES OF THE REEF BLOCKS AND REEF MATS AT 2.

AND ABBREVIATIONS.

1. SEE DWG. G-02 FOR GENERAL NOTES, VICINITY MAP, LEGEND

COQUINA STONE (TYP)

REEF MAT ALTERNATIVE 2, PLAN - VIEW

SCALE: A

SCALE: A

SCALE: A

SCALE: B SCALE: B

NOTES:

KEY NOTES:

" CHAMFER4

COQUINA STONE (TYP)

PRE-FABRICATED BLOCK

COQUINA STONE (TYP)

CABLING (TYP)

GEOTEXTILE

CABLING (TYP)

GEOTEXTILE

(TYP)

CABELING

(TYP)

CABELING

COQUINA STONE (TYP)

4X4-D10xD10

4X4-W10xW10 OR

SST WWF4x4-D10xD10

4x4-W10xW10 OR

SST WWF

CONCRETE

CAST IN PLACE

4x4-D10xD10

4x4-W10xW10 OR

SST WWF

(TYP.)

EXPOSED AGGREGATE

CONCRETE (TYP)

CAST IN PLACE

F

C-10

E

C-10

C

IV

IL

C-10

-B

E M

R -C

B .d g n

A L

T E

R N

A T

IV

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F M

A T D

E T

A

IL

S

C-10

C-10

E

C-08

"B" 18"12"6"03"6"

"A" 6'4'2'01'2'

FRONT VIEW SIDE VIEW

INSET "A"

FRONT - SECTION

SIDE - SECTION

C-10

REEF BLOCK - TYPE B (PRE-FABRICATED)

1/2" (TYP)

SCALE: B

(S E

E N

O T

E

PRE-FABRICATED BLOCK

½ (T

Y P

31¾"

" CHAMFER (TYP)4

C C

3" CC

31¾"

½

H

D

⅝

⅝

18'-7"

27⅝"

23⅝"

¼

16'-1" 2'-6"

¼

23⅝"

27⅝"

31¾"

2" CC

MIN.

3" CC (TYP.)

CC

2" MIN.

CC

3" MIN.

CC

3" MIN.

BONDING COMPOUND PRIOR TO CONCRETE PLACEMENT AND COQUINA EMBEDDMENT.

2. ROUGH AND CLEAN THE SURFACE PER SPECIFICATION SECTION 03 31 01. APPLY LATEX

CABLES CAN BE INSERTED AFTER THE BLOCK PRODUCTION.

THE CABLES AT TIME OF PRODUCTION. FOR PRE-FABRICATED BLOCK FABRICATION, THE

THROUGH REEF BLOCKS. FOR CAST-IN-PLACE BLOCK FABRICATION, THE BLOCKS INCLUDE

CONTRACTOR SHALL CHOOSE METHOD TO INSERT THE CABLES CABLE AND HOLES: 1.

(TYP)

(TYP)

(TYP)

(TYP)

A

B

C

D

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C A

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P L

O T D

A T

E

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

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

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ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

D E

P A

R T

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N T O

F T

H E A

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Y D

E S

IG

N E

D B

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N /A

J .W .L

GRAPHIC SCALE

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A G

E R

E D

U C

T

IO

N P

R O J E

C T

B R

E V

A R

D C

O U

N T

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L O

R

ID

A

M

ID

-R E

A C

H S

E G

M E

N T M

IT

IG

A T

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N F

E A

T U

R E

C O

R P

S O

F E

N G

IN

E E

R S

M .P .N

J .W .L

J U

N E

N.T.S.

(TYP)

(TYP)

(TYP)

(TYP)

REQUIREMENTS AS CAST-IN-PLACE.

10. PREFABRICATION BLOCKS SHALL MEET THE SPECIFICATION

9. BLOCK TOLERANCES ARE SPECIFIED IN SPECIFICATION 03 31 01.

REQUIREMENTS OF SECTION 03 35 00 CONCRETE FINISHING.

8. FOR EXPOSED AGGREGATE FINISH, CONTRACTOR SHALL MEET THE

D = DEPTH OF EMBEDDED COQUINA STONE INTO CONCRETE.

H = LONGEST DIMENSION OF COQUINA STONE

INCHES.

5. THE CLEAR COVER FROM THE BOTTOM OF REEF BLOCK TO THE CABLE OR SLEEVE IS 2.0

NOT EXTEND OUTSIDE REEF SET BOUNDARIES.

4. GEOTEXTILE FABRIC SHALL HAVE 2.5-FOOT OVERLAP TO THE ADJOINING REEF MATS AND

SPECIFIED.

ENGINEERING ANALYSIS PERFORMED BY A REGISTERED STRUCTURE ENGINEER AS

FINAL CABLING DESIGN WILL BE DETERMINED BY THE CONTRACTOR BASED ON

CABLING (CABLES QUANTITY AND SPACING) IS SHOWN FOR ILLUSTRATIVE PURPOSE. 3.

ACCEPTED BY THE CONTRACTING OFFICER AS SPECIFIED.

AND MATTRESS IS PROHIBITED UNTIL THE BLOCK AND MATTRESS SAMPLES HAVE BEEN

SATISFACTION OF THE CONTRACTING OFFICER. THE PRODUCTION OF THE REEF BLOCK

CONTRACTOR SHALL CONSTRUCT SAMPLES OF THE REEF BLOCKS AND REEF MATS AT 2.

AND ABBREVIATIONS.

1. SEE DWG. G-02 FOR GENERAL NOTES, VICINITY MAP, LEGEND

TOP VIEW

F

C -1

4x4-D10xD10

4x4-W10xW10 OR

SST WWF,

REEF MAT ALTERNATIVE 3 - PLAN VIEW

SCALE: A

SCALE: A

SCALE: A

SCALE: A

SCALE: BSCALE: B

SCALE: B

SCALE: B

SCALE: B

SCALE: B

N.T.S.

KEY NOTES:

NOTES:

FABRICATION, THE CABLES CAN BE INSERTED AFTER THE BLOCK PRODUCTION.

INCLUDE THE CABLES AT TIME OF PRODUCTION. FOR PRE-FABRICATED BLOCK

THROUGH REEF BLOCKS. FOR CAST-IN-PLACE BLOCK FABRICATION, THE BLOCKS CAN

CONTRACTOR SHALL CHOOSE METHOD TO INSERT THE CABLES CABLE AND HOLES:1

GEOTEXTILE

GEOTEXTILE

CABLING

CABLINGCABLING

GEOTEXTILE

REEF BLOCK TYPE D

REEF BLOCK TYPE C

COQUINA STONE (TYP.)

EXPOSED AGGREGATE

COQUINA STONE (TYP.)

4x4-D10xD10

4x4-W10xW10 OR

SST WWF,

OR 4x4-D10xD10

SST WWF, 4x4-W10xW10

COQUINA STONE (TYP)

EXPOSED AGGREGATE (TYP)

EXPOSED AGGREGATE (TYP)

OR 4x4-D10xD10

SST WWF, 4x4-W10xW10

OR 4x4-D10xD10

SST WWF, 4x4-W10xW10

OR 4x4-D10xD10

SST WWF, 4x4-W10xW10

COQUINA STONE (TYP)

EXPOSED AGGREGATE (TYP)

CABLING (TYP.)

C

IV

IL

C-11

C-11

I

C-11

G

C-11

C-08

G

C-11

C-11

C-11

C-11

A L

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A

IL

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TOP - VIEW

TOP VIEW

DETAIL - REEF BLOCK TYPE C

SIDE VIEW

FRONT VIEW

DETAIL - REEF BLOCK TYPE D

(TYP.)

(TYP.)

H

C-11

SIDE VIEW

"B" 18"12"6'03"6"

"A" 6'4'2'01'2''

FRONT - SECTION

SIDE - SECTION SIDE - SECTION

INSET

-B

E M

R -C

B d tl .d g n

18'-7"

¼

16'-1" 2'-6"

¼

(T

Y P

(T

Y P

¼

¾

⅝

27⅝"

31¾"

⅝

15⅝"

27⅝"

31¾"

27⅝"

31¾"

3"

31¾"

27⅝"

H

(S E

E N

O T

E

D

H

(S E

E N

O T

E

D

2.0" CC

3" CC (TYP) 5

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

⅜

11⅜"

3" CC

CC (TYP.)

3" MIN.

2" CC (TYP.)

2" MIN. CC

CC (TYP.)

3" MIN.

2" MIN. CC

" (TYP)2

A

B

C

D

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C A

L E

P L

O T D

A T

E

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

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

J .W .L

GRAPHIC SCALE

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A G

E R

E D

U C

T

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N P

R O J E

C T

B R

E V

A R

D C

O U

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A C

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N E

10 BLOCK TOLERANCES ARE SPECIFIED IN SPECIFICATIONS 03 31 11.

9. REEF BLOCK TYPE C AND D CAN EITHER BE CAST IN PLACE OR PRE-FABRICATED.

REQUIREMENTS OF SECTION 03 35 00 CONCRETE FINISHING.

8. FOR EXPOSED AGGREGATE FINISH, CONTRACTOR SHALL MEET THE

D = DEPTH OF EMBEDDED COQUINA STONE INTO CONCRETE.

H = LONGEST DIMENSION OF COQUINA STONE

INCHES.

5. THE CLEAR COVER FROM THE BOTTOM OF REEF BLOCK TO THE CABLE OR SLEEVE IS 2.0

NOT EXTEND OUTSIDE REEF SET BOUNDARIES.

4. GEOTEXTILE FABRIC SHALL HAVE 2.5-FOOT OVERLAP TO THE ADJOINING REEF MATS AND

SPECIFIED.

ENGINEERING ANALYSIS PERFORMED BY A REGISTERED STRUCTURE ENGINEER AS

FINAL CABLING DESIGN WILL BE DETERMINED BY THE CONTRACTOR BASED ON

CABLING (CABLES QUANTITY AND SPACING) IS SHOWN FOR ILLUSTRATIVE PURPOSE. 3.

ACCEPTED BY THE CONTRACTING OFFICER AS SPECIFIED.

AND MATTRESS IS PROHIBITED UNTIL THE BLOCK AND MATTRESS SAMPLES HAVE BEEN

SATISFACTION OF THE CONTRACTING OFFICER. THE PRODUCTION OF THE REEF BLOCK

CONTRACTOR SHALL CONSTRUCT SAMPLES OF THE REEF BLOCKS AND REEF MATS AT 2.

AND ABBREVIATIONS.

1. SEE DWG. G-02 FOR GENERAL NOTES, VICINITY MAP, LEGEND

FRONT VIEW

C -1

H I

C -1

LANTERN (WHITE LIGHT)

2" ORANGE STRIPES, USCG APPROVED

3" BLACK LETTERING, USCG APPROVED

11" x 14" ORANGE SYMBOL, USCG APPROVED

(INTERNAL RADAR REFLECTOR)

SHALLOW WATER CAN BUOY

OCEAN SURFACE (VARIES)

CONCRETE SINKER

250 LB. (OR MORE)

EXISTING SEA FLOOR

BUOY

3/8" EYE BOLT

PIN SHACKLE

3/8" SCREW

SWIVEL

AND EYE

5/16" JAW

3/8" CHAIN

(30' USE 3 - 10' SECTIONS)

3/8"CHAIN

CHAIN

BETWEEN SECTIONS OF

3/8" SCREW PIN SHACKLE

SHACKLE

3/8" SCREW PIN

DANGER

REEF

M.H.W. EL. +3.4

.5

12"

M O

O R

IN

G D

E P

T H

' M

IN

IM

U M S

T A

N D

A R

D

M.L.W. EL. 0.0

NOTES:

80'40'040'

N

TEMPORARY WARNING BUOY LAYOUT

A T

L A

N T

IC

O

C E

A N

L A

N D

W A

R D

C-12

C

IV

IL

L A

Y O

U T A

N D D

E T

A

IL

T E

M P

O R

A R

Y W

A R

N

IN

G B

U O

Y

REEF STRUCTURE - TEMPORARY WARNING BUOY DETAIL10

C-12 N.T.S.

GRAPHIC SCALE

-B

E M

R -C

B d tl .d g n

OFFICER.

REEF SITE HAS BEEN COMPLETED AND ACCEPTED BY THE CONTRACTING

OF REEF MATS. THE BUOYS SHALL BE REMOVED AFTER THE PLACEMENT

WORKING ORDER ONE DAY IN ADVANCE PRIOR TO ACTIVE PLACEMENT

3. TEMPORARY BUOYS ARE TO BE IN PLACE BY THE CONTRACTOR AND IN

2. REFER TO DWG. NO. C-01 THRU C-06 FOR REEF SITE CONTROL DATA.

AND ABBREVIATIONS.

1. REFER TO DWG. NO. G-02 FOR GENERAL NOTES, VICINITY MAP, LEGEND

A

B

C

D

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P L

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C A

L E

P L

O T D

A T

E

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

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

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ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

J .W .L

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A G

E R

E D

U C

T

IO

N P

R O J E

C T

B R

E V

A R

D C

O U

N T

Y F

L O

R

ID

A

M

ID

-R E

A C

H S

E G

M E

N T M

IT

IG

A T

IO

N F

E A

T U

R E

C O

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S O

F E

N G

IN

E E

R S

M .P .N

J .W .L

J U

N E

REEF SITE OPERATIONAL AREA

50'

50'

REEF SET

(TYP.)

WARNING BUOY

TEMPORARY

50'

50'