GROUP4-10-R-J040_Brevard_North_&_South_Reach_FY17_Plans_20170922.pdf

PDF 22 MB Posted Sep 25, 2017

Attached to: Shore Protection Project, Brevard County, Florida, Beach Renourishment 2017, North Reach and South Reach
Solicitation number: GROUP4-10-R-JO40
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Group4-10-R-JO40 Plans

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GROUP4-10-R-JO40_Revision_0002.pdf	PDF	Oct 19, 2017
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00010A-A_BidderInquiry.pdf	PDF	Oct 4, 2017
GROUP4-10-R-J040_Brevard_North_&_South_Reach_FY17_Specs_20170922.pdf	PDF	Sep 25, 2017
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NORTH REACH SOUTH REACHAND

TO ACCOMPANY REQUEST FOR PROPOSAL

GROUP1-10-R-XXXX

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PRINTED ON:9/18/2017

"INCREASE PROFIT -- SUBMIT VECP'S"

113619-BCNR17-GI001cover.dgn

PLANS FOR

BEACH RENOURISHMENT 2017

BREVARD COUNTY, FLORIDA

SHORE PROTECTION PROJECT

SHEET TITLESHEET IDSHEET TITLESHEET ID

G-01

G-02

G-03

COVER SHEET

SHEET TITLESHEET ID

INDEX TO SHEETS

G-02

E X T

O S

H E

E T S

G E

N E

R A

-B

C N

R -G

I1 .d g n

CIVIL - NORTH REACHGENERAL - PROJECT

PROJECT OVERVIEW

GENERAL - NORTH REACH

A/G-03

A/G-02

A/G-01

A/G-04

A/G-05

A/G-06

A/G-07 NR-CONTROL DATA - R-46 TO R-55-T

A/C-07

A/C-06

A/C-05

A/C-04

A/C-03

A/C-02

A/C-01

A/C-08

A/C-09

A/C-10

A/C-21

A/C-22

A/C-24

A/C-23

A/C-17

A/C-16

A/C-15

A/C-14

A/C-13

A/C-12

A/C-11

A/C-18

A/C-19

A/C-20

B/G-03

B/G-01

B/G-02

B/G-04

SOUTH REACH PROJECT LAYOUT

A/C-25

A/C-26

A/C-27

A/C-28

A/C-29

B/C-03

B/C-01

B/C-02

B/C-04

B/C-05

B/C-06

B/C-07

B/C-08

B/C-09

B/C-10

B/C-11

B/C-12

B/C-13

B/C-14

B/C-15

B/C-16

B/C-17

CIVIL - SOUTH REACH

GENERAL - SOUTH REACH

NR-CONTROL DATA - R-0 TO R-8-A RESET

NORTH REACH TYPICAL FILL PROFILE

NR-BEACH FILL PROFILES - R-25 TO R-27-A

NORTH REACH PROJECT LAYOUT

CANAVERAL SHOALS II BORROW AREA PLANG-04

A/C-30

A/C-31

A/C-32

A/C-33

A/C-34

A/C-35

A/C-36

A/C-37

A/C-38

A/C-39

SOUTH REACH TYPICAL BEACH PROFILE

NR-CONTROL DATA - R-9 TO R-18

NR-CONTROL DATA - R-18-A RESET TO R-27

NR-CONTROL DATA - R-27-A TO R-36 A

NR-CONTROL DATA - R-37 TO R-45-A

NR-BEACH FILL PLAN - R-12 TO R-14

NR-BEACH FILL PLAN - R-0 TO R-3

NR-BEACH FILL PLAN - R-3-A RESET TO R-6-T

NR-BEACH FILL PLAN - 6-A RESET TO R-8-A RESET

NR-BEACH FILL PLAN - R-9 TO R-11-A RESET

NR-BEACH FILL PLAN - R-14-A TO R-17-T

NR-BEACH FILL PLAN - R-17-A RESET TO R-20

NR-BEACH FILL PLAN - R-20-A TO R-22-A

NR-BEACH FILL PLAN - R-23 TO R-25-A

NR-BEACH FILL PLAN - R-26 TO R-28-T

NR-BEACH FILL PLAN - R-28-A TO R-31

NR-BEACH FILL PLAN - R-31-A TO R-33-A

NR-BEACH FILL PLAN - R-34 TO R-36-A

NR-BEACH FILL PLAN - R-37 TO R-39

NR-BEACH FILL PLAN - R-39-A TO R-42

NR-BEACH FILL PLAN - R-42-A TO R-44-A

NR-BEACH FILL PLAN - R-45 TO R-47-A

NR-BEACH FILL PLAN - R-47-A TO R-49-A

NR-BEACH FILL PLAN - R-50-T TO R-53-T

NR-BEACH FILL PLAN - R-53-A TO R-55-T

NR-BEACH FILL PROFILES - R-1-AA TO R-3-A RESET

NR-BEACH FILL PROFILES - T-4 TO R-6-A RESET

NR-BEACH FILL PROFILES - R-7-T TO R-9-A RESET

NR-BEACH FILL PROFILES - T-10 TO R-12-A RESET

NR-BEACH FILL PROFILES - R-16 TO R-18-A RESET

NR-BEACH FILL PROFILES - R-19 TO R-21-A

NR-BEACH FILL PROFILES - R-13 TO R-15-A RESET

NR-BEACH FILL PROFILES - R-22 TO R-24-A

NR-BEACH FILL PROFILES - R-28-T TO R-30-A

NR-BEACH FILL PROFILES - R-31 TO R-33-A

NR-BEACH FILL PROFILES - R-34 TO R-36-A

NR-BEACH FILL PROFILES - R-37 TO R-39-A

NR-BEACH FILL PROFILES - R-40 TO R-42-A

NR-BEACH FILL PROFILES - R-43-T TO R-45-A

NR-BEACH FILL PROFILES - R-46 TO R-48-A

NR-BEACH FILL PROFILES - R-49 TO R-51-A

NR-BEACH FILL PROFILES - R-52-T TO R-54-A

SR-CONTROL DATA - R-117-T TO R-125-A

SR-CONTROL DATA - R-126-T TO R-135

SR-CONTROL DATA - R-135-A TO R-144

SR-BEACH FILL PLAN - R-117-T TO R-119

SR-BEACH FILL PLAN - R-119-A TO R-121-A

SR-BEACH FILL PLAN - R-122 TO R-124

SR-BEACH FILL PLAN - R-124-A TO R-126-A

SR-BEACH FILL PLAN - R-127 TO R-129-A

SR-BEACH FILL PLAN - R-130 TO R-132

SR-BEACH FILL PLAN - R-132-A TO R-134-A

SR-BEACH FILL PLAN - R-135 TO R-137-T

SR-BEACH FILL PLAN - R-137-A TO R-140

SR-BEACH FILL PROFILES - R-118-A TO R-121-T

SR-BEACH FILL PROFILES - R-121-A TO R-124

SR-BEACH FILL PROFILES - R-124-A TO R-127

SR-BEACH FILL PROFILES - R-127-A TO R-130

SR-BEACH FILL PROFILES - R-130-A TO R-133

SR-BEACH FILL PROFILES - R-134-A TO R-136 A

SR-BEACH FILL PROFILES - R-137 TO R-140

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

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BORROW AREA LIMITS

CONTROL MONUMENT

FILL SLOPE SYMBOL

BEACH FILL AREA

(PLAN VIEW)

BEACH FILL AREA

(PROFILE VIEW)

CONSTRUCTION ACCESS

EXISTING CONTOUR LINE

HORIZONTAL AND VERTICAL CONTROL

TOE OF CONSTRUCTION SLOPE

EROSION CONTROL LINE (ECL)

PROJECT LEGEND

P14

RANGE MONUMENT

G-03

G E

N E

R A

P R

O J E

C T O

V E

R V

CAUSEWAY

W COCOA BEACH

ROUTE

U. S.

INTERSTATE

Y=1,350,000

Y=1,370,000

Y=1,390,000

Y=1,330,000

Y=1,410,000

Y=1,430,000

Y=1,450,000

Y=1,470,000

Y=1,490,000

Y=1,510,000

X ,0

CL02

-B

C N

R -G

I1 p o v .d g n

GRAPHIC SCALE

20,000'10,000'010,000'

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

B R E V A R D C O U N T Y

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

BORROW AREA

CANAVERAL SHOALS II

BENNETT CAUSEWAY

S O

R E

A C

P R

O J

ABBREVIATIONS

CONSTRUCTION BASELINE (CBL)

CONSTRUCTION BASELINE STA.

TYP

TOL

STA

NAVD

NAD

MLW

EL/ELEV

ECL

DWG

CONT'D.

CBL

GENERAL NOTES:

WEST

VERTICAL

TYPICAL

TOLERANCE

STATION

SOUTH REACH

SOUTH

POINT

NORTH REACH

NUMBER

NORTH AMERICAN VERTICAL DATUM

NORTH AMERICAN DATUM

NORTH

MEAN LOW WATER

HORIZONTAL

ELEVATION

EROSION CONTROL LINE

EAST

DRAWING

CONTINUED

CONSTRUCTION BASELINE

NORTH AND SOUTH REACH -BEACH SURVEY NOTES:

SHEET A/G-01

SHEET B/G-01

R-139

R-54 A

ES10

.0 N

AUTI

CAL

E S

.7 N

A U

A L

N R

E R

RIVER

BANANA

B A

N A

N A R

E R

PROJECT VICINITY

AND STAGING AREA

O R

A C

H P

R O J

BOUNDARY LINE

STATE SEAWARD

R-138 TO R-139 ARE 70 DEGREES CLOCKWISE FROM NORTH.

AZIMUTHS ARE 80 DEGREES CLOCKWISE FROM NORTH, AND

CLOCKWISE FROM THE NORTH. R-118 TO R-137

9. FDEP RANGE MONUMENTS R-0 TO R-82 AZIMUTHS ARE 90 DEGREES

DATED 2012.

FOR MEASUREMENTS, AERIAL PHOTOGRAPHY SHOWN IS

IS FOR GENERAL INFORMATION ONLY AND NOT TO BE USED

8. THE AERIAL PHOTOGRAPHY SHOWN ON THESE DRAWINGS

SHALL BE COORDINATED WITH CONTRACTING OFFICER.

7. CONSTRUCTION ACCESS AND STAGING AREA LIMITS

PERPENDICULAR FROM THE CONSTRUCTION BASELINE.

6. THE BERM WIDTH OF THE PROJECT BEACH IS MEASURED

SOUTH REACH (SR).

5. SHEET ID NAME B/ INDICATES PROJECT DETAILS FOR

(NR).

4. SHEET ID NAME A/ INDICATES PROJECT DETAILS FOR NORTH REACH

SYMBOL (+).

REFERENCED DATUM WILL BE ASSIGNED THE PLUS

1988 (NAVD88). ALL ELEVATIONS SHOWN ABOVE

REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF

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

THE UNIT OF MEASURE IS THE U.S. SURVEY FOOT.

OF THE NORTH AMERICAN DATUM OF 1983 (NAD83(90)).

(0901) AND ARE REFERENCED TO THE 1990 ADJUSTMENT

FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE

2. THE SPATIAL COORDINATES SHOWN HEREIN ARE IN THE

OR AFFECT THE PERFORMANCE OF THIS PROJECT.

FEATURES THAT HE/SHE DETERMINES ARE NECESSARY FOR,

RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH

ON THE DRAWINGS. THE CONTRACTOR SHALL BE

INDICATED. NOT ALL EXISTING STRUCTURES ARE INDICATED

PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE

PLANS ARE FOR INFORMATION ONLY AND WERE NOT

1. THE PLANIMETRIC LAND FEATURES DEPICTED ON THESE

SURVEYED AT THAT TIME.

ONLY BE CONSERED AS INDICATING THE GENERAL CONDITIONS AS

RESULT OF THE SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN

8. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE

-IMU: TSS DMS10 MOTION COMPENSATOR

TRIMBLE R8 RECEIVER / PAC CREST

-POSITIONING: TRIMBLE SPS880 RECEIVER FOR DUAL POSITION HEADING

-SOUNDER: ODOM CV100 SOUNDER OPERATING AT 200 KHZ

-DATA COLLECTION SOFTWARE: HYPACK 2017

-23’ HANKO’S SURVEY VESSEL (SOUNDS GOOD)

HYDROGRAPHIC SURVEY

-POLARIS RANGER 4X4 UTILITY VEHICLE

-SPECTRA RANGER 3 WITH SURVEY PRO (VERSION 5.8)

BASE AND ROVER: SPECTRA SP80 GNSS RECEIVERS

-GPS RECEIVERS OPERATING IN REAL TIME KINEMATIC (RTK) MODE

TOPOGRAPHIC SURVEY

OF THIS SURVEY:

7. THE FOLLOWING INSTRUMENTATION WAS UTILIZED DURING THE CONDUCT

SURVEY FEET.

6. ALL POSITIONS AND ELEVATIONS ARE EXPRESSED IN THE UNITS OF U.S.

OF 1988 (NAVD88).

5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM

FLORIDA WEST ZONE.

DATUM OF 1983 (2011), FLORIDA STATE PLANE COORDINATE SYSTEM,

4. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN

THROUGH R-145 FOR THE SOUTH REACH.

END AND RUNNING THROUGH R-60 FOR THE NORTH REACH, AND R-110

DESIGNATED INTERMEDIATE LINES BEGINNING WITH R-1 ON THE NORTH

3. THE SURVEY WAS LIMITED TO PROFILES OF RANGE MONUMENTS AND

2017.

LICENSED BUSINESS (LB) 7055, BETWEEN THE DATES 24 APRIL AND 11 MAY,

2. THIS SURVEY WAS PERFORMED BY WANTMAN GROUP, INC. (WGI),

MONITORING SURVEY, BREVARD COUNTY, FLORIDA.

1. REFER TO SURVEY NO. 17-096, TOPOGRAPHIC AND HYDROGRAPHIC

R-3 A

R-118 A

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US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

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WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 13.

ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE

10. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND QUALITY

AVAILABLE DEPTHS AT THE TIME OF THE SURVEY.

GENERAL CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION OF

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

9. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE

8. AIDS TO NAVIGATION WERE NOT COLLECTED FOR THIS SURVEY.

FLORIDA II 9-19 MAY 2014 BORROW SITE

VESSEL DATE SURVEYED AREA SURVEYED

SOUNDER OPERATING AT 230 KHZ. ALL DEPTHS REPORTED IN HIGH FREQUENCY.

8. VERTICAL MEASUREMENTS WERE MADE USING A R2 SONIC 2024 MULTI-BEAM SYSTEM ECHO

DATUM OF 1988 (NAVD88).

7. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO THE NORTH AMERICAN VERTICAL

TIDE STAFF SET FROM "J JEFFORDS" (OPUS PID: BBCQ55)

REFERENCE BASE LOCATED AT "CANVERAL LOCK ARP" (OPUS PID: BBCV67)

THE FOLLOWING REFERENCE BASE LOCATION:

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

FLORIDA EAST ZONE (0901), REFERENCED TO NORTH AMERICAN DATUM OF 1983 (NAD83).

5. HORIZONTAL POSITIONS ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM,

COMPARED DAILY TO THE PROJECT TIDE STAFF.

4. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC (RTK) GPS AND

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

DATUM OF 1988 (NAVD88).

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

1. REFER TO SURVEY NO. 14-100.

WILL BE ALLOWED WITHIN THE 300 FT BUFFER ZONES.

4. NO PIPELINE PLACEMENT, ANCHORAGE OR DREDGING

NOT SHOWN ON THIS DRAWING FOR CLARITY.

3. BORROW AREA HATCHING SHOWN IN PROJECT LEGEND,

NAVD88.

2. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

OF 1983 (NAD83).

FLORIDA AND REFERENCED TO NORTH AMERICAN DATUM

MERCATOR PROJECTION FOR THE EAST ZONE OF

1. PLANE COORDINATES ARE BASED ON THE TRANSVERSE

.8 45

.0 43

.9 42

.8 40

.6 39

.0 39

.9 38

.8 38

.7 38

.5 34

.7 .7

.4 31

.6 .1

NOTES:

X ,0

Y=1,486,000

Y=1,482,000

Y=1,478,000

G-04

BORROW AREA

CANAVERAL SHOALS II

B O

R R

O W A

R E

A P

L A

C A

N A

V E

R A

L S

H O

A L S I I

-B

C N

R -C

B b o w

C S

.d g n

DREDGING BORDER

CORE BORING WITH NOTATION

CB98-12

(Y) NORTHING(X) EASTING

LIMITS OF DREDGING AREAS

BREVARD COUNTY BEACH AND CANAVERAL SHOALS II BORROW AREA SURVEY NOTES:

GRAPHIC SCALE

1200'600'0600'

MAXIMUM DEPTH

TARGET DEPTH

LOCATION 300' BUFFER

ENVIRONMENTALLY SENSITIVE

LEGEND

CB98-28

CB98-26

CB98-24

CB98-23

CB98-22

CB98-21

CB98-19

CB98-18

CB-5

CB98-17

CB98-14

CB98-9

CB98-6

CB-9

CB98-11

CB98-12

CB-6

CB98-13

CB98-27

CB98-16

CB98-8

CB98-7R2

CB98-1

CB98-2

CB98-5

CB98-4

CB98-3

49.4

51.4

45.4

CB9825

CB98-15

CB98-20

CB98-10

43.4 47.4

49.4

45.4

29.4

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US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

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J .E .B

M A

M R

M .P .N

B E

A C

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H M

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SHEET ID

N O

R T

H R

E A

C H A

N D S

O U

T H R

E A

C H

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B R

E V

A R

D C

O U

N T

Y F

L O

G R

O U

P -1

-R -J

P R

E L

R Y

D O N

O T U

S E F

O R C

O N

S T

R U

C T

(X) EASTING (NAD83) (Y) NORTHING (NAD83)ID

M47

M35

M61

M57

ENVIRONMENTALLY SENSITIVE LOCATIONS

C2-C13

M61

M57

M47

M35

837,259.0

832,730.4

831,766.1

837,484.7

836,039.0

1,480,480.0

1,481,664.1

1,482,562.5

1,480,861.7

1,482,529.7

45.4

47.4CB98-29

47.4

CB98-30

31.4

834,624.6

834,027.6

831,053.9

832,087.5

831,618.0

830,584.4

830,213.8

832,136.4

833,703.4

836,504.3

837,292.8

838,976.9

837,202.5

833,454.9

1,481,744.8

1,482,577.6

1,480,445.9

1,483,622.7

1,484,277.4

1,481,100.7

1,479,961.6

1,477,279.8

1,476,749.8

1,475,802.4

1,478,022.5

1,482,764.3

1,483,592.9

1,485,342.9

A/C-11

A/C-01

A/C-02

A/C-03

A/C-04

A/C-05

A/C-06

A/C-07

A/C-08

A/C-09

A/C-10

A/C-12

A/C-13

A/C-14

A/C-15

A/C-16

A/C-17

A/C-18

A/C-19

A/C-20

R -5

-T

R -5

-T

R -5

-T

R -5

-T

R -5

-T

R -4

-T

R -3

R -2

-T

R -2

-T

R -2

R -3

-T

R -4

-T

R -2

R -1

-T

R -1

-T

R -1

T -1

R -7 -T

R -6 -T

R -1 -T

R -5

-T

R -5

R -1 -A

R E

S E

R -2 -A

R E

S E

R -3 -A

R E

S E

R -4 -A

R E

S E

R -5 -A

R E

S E

R -6 -A

R E

S E

R -7 -A

R E

S E

R -8 -A

R E

S E

R -9 -A

R E

S E

T -1

-A

R E

S E

R -1

-A

R E

S E

R -1

-A

R E

S E

R -1

-A

R E

S E

R -1

-A

R E

S E

R -1

-A

R E

S E

R -1

-A

R E

S E

R -1

-A

R E

S E

R -1

-A

R E

S E

R -1

-A

R -2

-A

R -2

-A

R -2

-A

R -2

-A

R -2

-A

R -2

-A

R -2

-A

R -2

-A

R -2

-A

R -2

-A

R -3

-A

R -3

-A

R -3

-A

R -3

-A

R -3

-A

R -3

-A

R -3

-A

R -3

-A

R -3

-A

R -3

-A

R -4

-A

R -4

-A

R -4

-A

R -4

-A

R -4

-A

R -4

-A

R -4

-A

R -4

-A

R -4

-A

R -4

-A

R -5

-A

R -5

-A

R -5

-A

R -5

-A

R -5

-A

G-01

6,000'3,000'03,000'

G E

N E

R A

R-54-A NR PROJECT LAYOUT

GRAPHIC SCALES

N O

R T

H R

E A

C H P

R O J E

C T L

A Y

O U

T -B

C N

R -G

I1 .d g n

R-16-A

R-20

R-25

R-30

R-40

R-45

R-55

R-50-T

R-35-T

R-3

T-10

R-5

R-0

N O

R T

H R

E A

C H P

R O J

E C

T L

BORROW

AREA

R I V E R

B A N A N A

O C E A N

A T L A N T I C

CANAVERAL HARBOR

BENNETT CAUSEWAY

W COCOA BEACH CAUSEWAY

N R

E R

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

D A

T E

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

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

R P

S O

F E

N G

E E

R S

N /A

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

J .E .B

M A

M R

M .P .N

B E

A C

H R

E N

O U

H M

E N

SHEET ID

N O

R T

H R

E A

C H A

N D S

O U

T H R

E A

C H

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B R

E V

A R

D C

O U

N T

Y F

L O

G R

O U

P -1

-R -J

P R

E L

R Y

D O N

O T U

S E F

O R C

O N

S T

R U

C T

X ,0

Y=1,480,000

Y=1,470,000

Y=1,460,000

Y=1,450,000

Y=1,440,000

Y=1,430,000

ECL

SHORELINE (TYP.)

APPROXIMATE

SHORELINE

APPROXIMATE

CBL

G E

N E

R A

N R C

O N

T R

O L D

A T

A/G-02

C A N A V E R A L H A R B O R

A T

L A

N T

V E

E CENTRAL BLVD.

WASHINGTON AVE.

JETTY PARK DR.

MATCHLINE DRAWING A/G-03 STA. 75+00

R -0 T

O R -8 A R

E S

E T

-B

C N

R -G

I1 .d g n

GRAPHIC SCALE

1,000'500'0500'

785,746.44

785,802.51

785,848.93

785,886.26

785,925.82

785,972.19

786,020.75

786,064.37

786,110.59

786,156.49

786,211.84

786,250.96

786,301.09

786,357.11

786,414.62

786,475.51

786,527.34

786,593.40

786,664.13

786,740.21

786,816.43

786,904.11

786,990.98

787,087.43

787,177.93

787,268.16

787,355.46

787,448.94

787,536.74

787,636.72

787,727.61

787,819.27

787,892.02

787,979.30

788,073.70

788,152.91

788,242.96

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

D A

T E

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

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

R P

S O

F E

N G

E E

R S

N /A

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

J .E .B

M A

M R

M .P .N

B E

A C

H R

E N

O U

H M

E N

SHEET ID

N O

R T

H R

E A

C H A

N D S

O U

T H R

E A

C H

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B R

E V

A R

D C

O U

N T

Y F

L O

G R

O U

P -1

-R -J

P R

E L

R Y

D O N

O T U

S E F

O R C

O N

S T

R U

C T

POINT (X) EASTING (Y) NORTHING STATIONING

PLANE COORDINATES (NAD83(90))

40+00

35+00

30+00

60+00

50+00

45+00

25+00

5+00

0+00

55+00

20+00

15+00

10+00

75+00

70+00

65+00

786,572.48

786,747.88

788,224.17

1,477,345.85

1,477,797.75

1,481,068.44

40+73.18

35+88.43

0+00.00

CONSTRUCTION BASELINE (CBL)

BREVARD NORTH REACH

785,601.84

785,520.48

785,775.56

785,758.98

785,941.58

786,076.10

786,174.21

786,340.98

786,526.36

786,645.05

786,845.43

786,910.98

787,214.95

787,295.48

787,459.56

787,347.73

787,346.47

787,343.49

1,474,124.85

1,474,610.26

1,474,916.43

1,475,489.76

1,475,890.15

1,476,402.77

1,476,823.99

1,477,340.25

1,477,795.25

1,478,243.10

1,478,678.32

1,479,170.25

1,479,739.12

1,480,231.74

1,480,612.17

1,480,870.76

1,481,070.24

1,481,170.30

R-8-A RESET

R-8

R-7-A RESET

R-7-T

R-6-A RESET

R-6-T

R-5-A RESET

R-5

R-4-A RESET

T-4

R-3-A RESET

R-3

R-2-A RESET

R-2

R-1-A

R-1-AA

R-1-T

R-0

POINT (X) EASTING (Y) NORTHING

FDEP RANGE MONUMENT CONTROL DATA

R-0

R-1-T

R-1 AA

R-2

R-8

R-7-T

R-6-T

R-5

T-4

R-3

PLANE COORDINATES (NAD83(90))

R-1-A

R-2-A RESET

R-3-A RESET

R-4-A RESET

R-5-A RESET

R-6-A RESET

R-7-A RESET

R-8-A RESET

EROSION CONTROL DATA (ECL)

O C E A N

A T L A N T I C

PT (X) EASTING (Y) NORTHING

PLANE COORDINATES (NAD83(90)) FL E

NORTH REACH

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

B R E V A R D C O U N T Y

C I T Y O F C A P E C A N A V E R A L

Y=1,482,000

Y=1,480,000

Y=1,478,000

Y=1,476,000

Y=1,474,000

X ,0

1,474,041.37

1,474,242.09

1,474,441.29

1,474,640.52

1,474,841.01

1,475,042.95

1,475,242.45

1,475,443.73

1,475,642.65

1,475,843.37

1,476,042.11

1,476,242.07

1,476,443.96

1,476,642.15

1,476,841.88

1,477,041.44

1,477,243.18

1,477,440.65

1,477,642.43

1,477,843.52

1,478,042.39

1,478,242.78

1,478,441.60

1,478,642.03

1,478,840.29

1,479,037.93

1,479,241.82

1,479,442.66

1,479,640.11

1,479,842.50

1,480,036.28

1,480,238.59

1,480,422.57

1,480,634.03

1,480,842.91

1,481,012.89

1,481,192.98

CBL

ECL 1097

SHORELINE

APPROXIMATE

X ,0

G E

N E

R A

R -9 T

O R -1

N R C

O N

T R

O L D

A T

Y=1,466,000

Y=1,468,000

Y=1,470,000

Y=1,472,000

Y=1,474,000

A/G-03

A T

L A

N T

V E

ARTHUR AVE.

FILLMORE AVE.

B A

N A

N A R

E R B

L V

O C

E A

N B

E A

C H B

L V

BANANA RIVER

MATCHLINE DRAWING A/G-02 STA. 75+00

MATCHLINE DRAWING A/G-04 STA. 166+00

GRAPHIC SCALE

1,000'500'0500'

-B

C N

R -G

I1 .d g n

783,845.43

783,881.21

783,916.68

783,957.70

784,003.64

784,047.11

784,074.58

784,104.64

784,134.99

784,168.65

784,202.70

784,237.13

784,279.45

784,314.52

784,354.64

784,393.49

784,438.88

784,490.42

784,532.53

784,579.70

784,630.56

784,672.62

784,710.76

784,755.51

784,796.55

784,848.10

784,901.52

784,952.01

785,005.33

785,050.69

785,095.60

785,146.35

785,192.13

785,238.07

785,292.86

785,344.76

785,395.55

785,446.14

785,509.93

785,556.72

785,600.67

785,646.89

785,692.60

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

D A

T E

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

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

R P

S O

F E

N G

E E

R S

N /A

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

J .E .B

M A

M R

M .P .N

B E

A C

H R

E N

O U

H M

E N

SHEET ID

N O

R T

H R

E A

C H A

N D S

O U

T H R

E A

C H

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B R

E V

A R

D C

O U

N T

Y F

L O

G R

O U

P -1

-R -J

P R

E L

R Y

D O N

O T U

S E F

O R C

O N

S T

R U

C T

165+00

145+00

140+00

135+00

160+00

155+00

150+00

130+00

110+00

105+00

100+00

125+00

120+00

115+00

95+00

75+00

90+00

85+00

80+00

POINT (X) EASTING (Y) NORTHING STATIONING

PLANE COORDINATES (NAD83(90))

783,920.22

784,372.19

784,975.18

1,465,593.29

1,468,021.29

1,470,862.17

161+24.59

136+54.89

107+50.71

CONSTRUCTION BASELINE (CBL)

BREVARD NORTH REACH

POINT (X) EASTING (Y) NORTHING

FDEP RANGE MONUMENT CONTROL DATA

783,366.99

783,831.07

783,779.49

783,839.90

784,020.95

784,176.90

784,164.49

784,327.22

784,333.49

784,543.13

784,573.99

784,726.70

784,766.98

784,932.84

784,979.98

785,170.29

785,228.48

785,320.64

785,405.48

1,465,248.29

1,465,588.80

1,466,064.79

1,466,507.08

1,466,988.41

1,467,483.11

1,467,997.28

1,468,468.67

1,468,976.78

1,469,396.08

1,469,892.28

1,470,357.64

1,470,852.27

1,471,278.41

1,471,795.77

1,472,303.09

1,472,764.77

1,473,172.30

1,473,671.77

R-12

R-18

R-17-T

R-16

R-15-T

R-14

R-13

R-11

T-10

R-9

PLANE COORDINATES (NAD83(90))

R-8-A RESET

R-9-A RESET

T-10-A RESET

R-11-A RESET

R-13-A RESET

R-12-A RESET

R-14-A RESET

R-15-A RESET

R-16-A RESET

R-17-A RESET

R-18

R-17-A RESET

R-17-T

R-16-A RESET

R-16

R-15-A RESET

R-15-T

R-14-A RESET

R-14

R-13-A RESET

R-13

R-12-A RESET

R-12

R-11-A RESET

R-11

T-10-A RESET

T-10

R-9-A RESET

R-9

HORIZONTAL AND VERTICAL CONTROL POINT

872 1649 A 872 1649 C

872 1649 A

872 1649 C

DK6617

DK6619

1,466,555.43

1,466,664.90

783,629.57

783,201.47 8.12

8.79

NAVD88PID NORTHING EASTINGDESTINATION

SURVEY CONTROL

EROSION CONTROL DATA (ECL)

O C E A N

A T L A N T I C

PT (X) EASTING (Y) NORTHING

PLANE COORDINATES (NAD83(90)) FL E

NORTH REACH

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

B R E V A R D C O U N T Y

C I T Y O F C A P E C A N A V E R A L

C I T Y O F C O C O A B E A C H

1,465,247.63

1,465,464.40

1,465,670.56

1,465,898.03

1,466,108.38

1,466,306.06

1,466,513.91

1,466,687.38

1,466,867.20

1,467,057.33

1,467,242.88

1,467,451.35

1,467,673.88

1,467,865.83

1,468,062.81

1,468,250.24

1,468,448.34

1,468,666.69

1,468,865.37

1,469,073.56

1,469,283.68

1,469,491.54

1,469,695.08

1,469,907.27

1,470,109.21

1,470,335.70

1,470,576.42

1,470,769.25

1,470,983.48

1,471,177.44

1,471,373.46

1,471,571.09

1,471,773.37

1,471,969.21

1,472,181.12

1,472,377.10

1,472,582.21

1,472,785.17

1,473,043.37

1,473,244.07

1,473,442.43

1,473,642.52

1,473,843.77

ECL

CBL

SHORELINE

APPROXIMATE

X ,0

G E

N E

R A

N R C

O N

T R

O L D

A T

R -1

A R

E S

E T T

O R -2

Y=1,464,000

Y=1,462,000

Y=1,460,000

Y=1,458,000

A/G-04

B A

N A

N A R

E R B

L V

A T

L A

N T

V E

W. COCOA BEACH CAUSEWAY

FISHER PARK DR.

RIVER

BANANA

MATCHLINE DRAWING A/G-03 STA. 166+00

MATCHLINE DRAWING A/G-05 STA. 255+00

GRAPHIC SCALE

1,000'500'0500'

-B

C N

R -G

I1 .d g n

782,852.82

782,880.85

782,905.24

782,928.51

782,940.22

782,963.96

782,984.00

782,998.80

783,017.85

783,040.29

783,058.85

783,078.09

783,096.15

783,115.76

783,135.77

783,155.07

783,176.31

783,191.76

783,209.55

783,234.93

783,252.58

783,274.98

783,300.85

783,324.29

783,349.34

783,373.38

783,402.21

783,423.58

783,441.58

783,464.49

783,480.09

783,494.94

783,517.72

783,534.35

783,565.17

783,592.19

783,620.03

783,645.69

783,674.22

783,705.29

783,732.43

783,755.43

783,787.77

783,818.70

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

D A

T E

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

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

R P

S O

F E

N G

E E

R S

N /A

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

J .E .B

M A

M R

M .P .N

B E

A C

H R

E N

O U

H M

E N

SHEET ID

N O

R T

H R

E A

C H A

N D S

O U

T H R

E A

C H

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B R

E V

A R

D C

O U

N T

Y F

L O

G R

O U

P -1

-R -J

P R

E L

R Y

D O N

O T U

S E F

O R C

O N

S T

R U

C T

180+00

175+00

170+00

195+00

190+00

185+00

245+00

240+00

235+00

255+00

250+00

230+00

210+00

205+00

200+00

225+00

220+00

215+00

POINT (X) EASTING (Y) NORTHING STATIONING

PLANE COORDINATES (NAD83(90))

208+23.87

194+67.06

1,460,935.90

1,462,282.60

783,297.19

783,460.39

CONSTRUCTION BASELINE (CBL)

BREVARD NORTH REACH

POINT (X) EASTING (Y) NORTHING

FDEP RANGE MONUMENT CONTROL DATA

782,153.04

782,748.99

782,700.99

782,817.08

782,849.49

782,943.86

782,889.49

783,074.44

782,786.72

783,177.29

783,165.81

782,940.06

782,965.49

783,035.86

783,084.99

783,555.96

783,473.71

783,291.56

1,456,554.50

1,457,026.58

1,457,520.81

1,457,927.84

1,458,542.31

1,459,027.40

1,459,514.31

1,460,047.31

1,460,543.31

1,460,937.26

1,461,446.55

1,461,905.43

1,462,279.80

1,462,905.26

1,463,307.80

1,463,768.35

1,464,270.42

1,464,707.47

R-27

R-26-A

R-26

R-25-A

R-25

R-24-A

R-24

R-23-A

R-23

R-22-A

R-22

R-21-A

R-21

R-20-A

R-20

R-19-A RESET

R-19

R-18-A RESET

R-27

R-26

R-25

R-24

R-23

R-22

R-21

R-20

R-19

PLANE COORDINATES (NAD83(90))

R-18-A RESET

R-19-A RESET

R-20-A

R-21-A

R-22-A

R-23-A

R-24-A

R-25-A

R-26-A

EROSION CONTROL DATA (ECL)

O C E A N

A T L A N T I C

PT (X) EASTING (Y) NORTHING

PLANE COORDINATES (NAD83(90)) FL E

NORTH REACH

1,456,323.70

1,456,669.46

1,456,963.99

1,457,203.71

1,457,340.80

1,457,576.24

1,457,796.71

1,457,962.17

1,458,166.17

1,458,387.60

1,458,585.35

1,458,797.97

1,458,977.27

1,459,185.23

1,459,385.71

1,459,572.54

1,459,796.61

1,459,971.12

1,460,159.51

1,460,407.23

1,460,559.63

1,460,762.67

1,460,982.32

1,461,163.86

1,461,356.91

1,461,560.57

1,461,772.93

1,461,988.01

1,462,167.57

1,462,377.05

1,462,533.27

1,462,670.32

1,462,877.52

1,463,025.05

1,463,253.23

1,463,466.20

1,463,675.90

1,463,856.48

1,464,054.87

1,464,264.90

1,464,460.69

1,464,632.65

1,464,859.60

1,465,065.81

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

B R E V A R D C O U N T Y

C I T Y O F C O C O A B E A C H

SHORELINE

APPROXIMATE

SHORELINE

APPROXIMATE

ECL

CBL

G E

N E

R A

N R C

O N

T R

O L D

A T

A/G-05

MATCHLINE DRAWING A/G-04 STA. 255+00

MATCHLINE DRAWING A/G-06 STA. 344+00

R -2

A T

O R -3

GRAPHIC SCALE

1,000'500'0500'

-B

C N

R -G

I1 .d g n

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

A S S

H O

W N

D E

S C

N N o

S Y

M Z

O N

J A

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POINT (X) EASTING (Y) NORTHING STATIONING

PLANE COORDINATES (NAD83(90))

782,438.28

782,467.98

782,650.35

782,838.09

1,448,044.34

1,450,194.22

1,453,622.32

1,456,120.32

337+49.11

315+99.02

281+66.08

256+61.03

CONSTRUCTION BASELINE (CBL)

BREVARD NORTH REACH

POINT (X) EASTING (Y) NORTHING

FDEP RANGE MONUMENT CONTROL DATA

782,020.41

782,025.49

782,020.47

782,030.49

782,041.36

782,052.49

782,061.28

782,307.99

782,328.55

782,364.49

782,384.31

782,306.49

782,376.22

782,427.99

782,496.52

782,442.49

782,518.84

782,399.49

782,645.63

1,447,481.29

1,448,037.84

1,448,497.71

1,448,948.34

1,449,346.54

1,449,877.83

1,450,188.69

1,450,683.33

1,451,157.19

1,451,653.83

1,452,169.65

1,452,645.33

1,453,093.55

1,453,622.32

1,454,117.88

1,454,631.82

1,455,057.50

1,455,598.32

1,456,120.57

R-36

R-35-T

R-34

R-33

R-32

R-31

R-30

R-29-T

R-28-T

PLANE COORDINATES (NAD83(90))

R-27-A

R-28-A

R-29-A

R-30-A

R-31-A

R-32-A

R-33-A

R-34-A

R-35-A

R-36-A

R-36

R-35-A

R-35-T

R-34-A

R-34

R-33-A

R-33

R-32-A

R-32

R-31-A

R-31

R-30-A

R-30

R-29-A

R-29-T

R-28-A

R-28-T

R-27-A

EROSION CONTROL DATA (ECL)

O C E A N

A T L A N T I C

PT (X) EASTING (Y) NORTHING

PLANE COORDINATES (NAD83(90)) FL E

NORTH REACH

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

B R E V A R D C O U N T Y

C I T Y O F C O C O A B E A C H

X ,0

Y=1,456,000

Y=1,454,000

Y=1,452,000

Y=1,450,000

Y=1,448,000

BAHAMA BLVD.

A T

L A

N T

L V

MINUTEMEN CAUSEWAY

T R

A D R

TULIP AVE.

N. 4TH ST.

782,351.08

782,347.46

782,348.02

782,352.92

782,352.66

782,359.51

782,365.20

782,370.72

782,372.85

782,378.25

782,385.30

782,399.31

782,403.69

782,412.34

782,424.21

782,430.56

782,450.80

782,462.71

782,474.27

782,480.44

782,489.85

782,504.88

782,519.77

782,531.68

782,544.78

782,555.96

782,572.30

782,586.85

782,603.38

782,612.31

782,625.49

782,640.06

782,648.55

782,666.31

782,679.20

782,704.45

782,725.47

782,741.73

782,762.28

782,771.13

782,788.47

782,804.78

782,822.49

782,836.75

1,447,552.24

1,447,752.64

1,447,938.44

1,448,174.13

1,448,346.13

1,448,564.45

1,448,759.63

1,448,960.29

1,449,155.97

1,449,357.28

1,449,542.53

1,449,750.12

1,449,950.25

1,450,148.38

1,450,339.06

1,450,517.71

1,450,752.73

1,450,957.07

1,451,170.35

1,451,359.64

1,451,546.33

1,451,762.03

1,451,965.40

1,452,160.76

1,452,349.95

1,452,529.12

1,452,763.43

1,452,959.51

1,453,170.94

1,453,345.75

1,453,555.87

1,453,783.29

1,453,945.29

1,454,161.37

1,454,292.51

1,454,564.63

1,454,771.80

1,454,952.92

1,455,187.70

1,455,342.87

1,455,562.35

1,455,753.83

1,455,957.21

1,456,153.53

O C E A N

A T L A N T I C

ECL

CBL

SHORELINE

APPROXIMATE

APPROXIMATE SHORELINE

G E

N E

R A

N R C

O N

T R

O L D

A T

R -3

O R -4

A/G-06

S. 4TH ST.

O R

L A

N D

O A

V E

B R

E V

A R

D A

V E

W. BAY DR.

BANANA RIVER

MATCHLINE DRAWING A/G-05 STA. 344+00

MATCHLINE DRAWING A/G-07 S

TA. 433+00

GRAPHIC SCALE

1,000'500'0500'

-B

C N

R -G

I1 .d g n

782,581.90

782,560.40

782,551.13

782,547.56

782,537.75

782,518.23

782,513.34

782,510.08

782,498.16

782,482.53

782,480.04

782,477.20

782,471.82

782,469.70

782,468.28

782,465.90

782,462.86

782,458.09

782,440.59

782,439.73

782,433.51

782,419.41

782,409.29

782,391.09

782,379.35

782,375.28

782,366.51

782,359.96

782,354.76

782,351.38

782,346.88

782,346.65

782,348.30

782,344.49

782,346.49

782,341.63

782,342.67

782,341.80

782,339.17

782,341.03

782,346.72

782,343.84

782,346.95

1234567

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

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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L E F

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SHEET ID

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C H A

N D S

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P -1

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S E F

O R C

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POINT (X) EASTING (Y) NORTHING STATIONING

PLANE COORDINATES (NAD83(90))

782,647.51

782,510.08

782,397.73

1,438,734.69

1,442,694.65

1,446,736.05

430+63.33

391+00.99

350+58.03

CONSTRUCTION BASELINE (CBL)

BREVARD NORTH REACH

(X) EASTING (Y) NORTHING

FDEP RANGE MONUMENT CONTROL DATA

1,438,734.69

1,439,252.57

1,439,767.69

1,440,256.80

1,440,721.55

1,441,201.85

1,441,687.88

1,442,192.35

1,442,686.96

1,443,190.35

1,443,736.09

1,444,142.85

1,444,751.57

1,445,103.84

1,445,597.27

1,446,091.34

1,446,730.05

1,447,176.35

R-45

R-44

R-43-T

R-42

R-41-T

R-40

R-39

R-38

R-37

R-45-A

R-45

R-44-A

R-44

R-43-A

R-43-T

R-42-A

R-42

R-41-A

R-41-T

R-40-A

R-40

R-39-A

R-39

R-38-A

R-38

R-37-A

R-37

PLANE COORDINATES (NAD83(90))

782,244.41

782,439.77

782,218.39

782,355.17

782,195.58

782,201.50

782,174.16

782,164.00

782,150.05

782,144.50

782,122.22

782,112.99

782,096.56

782,084.99

782,058.16

782,035.49

782,236.34

782,207.06

POINT

R-37-A

R-38-A

R-39-A

R-40-A

R-41-A

R-42-A

R-43-A

R-44-A

R-45-A

NORTH REACH

EROSION CONTROL DATA (ECL)

PT (X) EASTING (Y) NORTHING

PLANE COORDINATES (NAD83(90)) FL E

X ,0

Y=1,446,000

Y=1,444,000

Y=1,442,000

Y=1,440,000

1,438,645.45

1,438,852.79

1,439,052.78

1,439,239.55

1,439,454.50

1,439,664.26

1,439,835.51

1,440,031.78

1,440,246.80

1,440,443.00

1,440,665.41

1,440,850.93

1,441,037.47

1,441,221.98

1,441,450.13

1,441,656.72

1,441,846.84

1,442,024.81

1,442,217.32

1,442,415.64

1,442,611.35

1,442,838.16

1,443,025.46

1,443,314.82

1,443,625.35

1,443,833.38

1,444,176.52

1,444,416.52

1,444,563.97

1,444,758.79

1,444,988.09

1,445,178.83

1,445,360.75

1,445,550.45

1,445,751.57

1,445,959.13

1,446,179.83

1,446,366.74

1,446,538.73

1,446,753.05

1,446,924.69

1,447,149.12

1,447,345.70

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

B R E V A R D C O U N T Y

C I T Y O F C O C O A B E A C H

O C E A N

A T L A N T I C

SHORELINE

APPROXIMATE

ECL

APPROXIMATE SHORELINE

CBL

X ,0

G E

N E

R A

N R C

O N

T R

O L D

A T

R -4

O R -5

-T

X=1,434,000

X=1,436,000

X=1,438,000

X=1,432,000

X=1,430,000

A/G-07

MATCHLINE DRAWING A/G-06 S

TA. 433+00

BANANA RIVER

BASE

AIRFORCE

PATRICK

GRAPHIC SCALE

1,000'500'0500'

-B

C N

R -G

I1 .d g n

783,245.74

783,224.06

783,203.62

783,180.93

783,163.78

783,141.98

783,122.64

783,106.38

783,077.12

783,061.70

783,048.61

783,038.30

783,020.51

783,008.51

782,999.44

782,986.21

782,970.54

782,957.91

782,941.89

782,922.59

782,904.59

782,890.86

782,877.24

782,862.36

782,842.04

782,826.58

782,814.70

782,801.08

782,790.94

782,781.27

782,761.32

782,743.23

782,720.58

782,713.52

782,700.46

782,680.59

782,669.30

782,657.08

782,648.17

782,630.65

782,616.78

782,597.72

782,588.49

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

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

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J .E .B

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M .P .N

B E

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H M

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SHEET ID

N O

R T

H R

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C H A

N D S

O U

T H R

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POINT (X) EASTING (Y) NORTHING STATIONING

PLANE COORDINATES (NAD83(90))

783,319.04

783,071.34

782,984.11

1,429,759.87

1,432,511.87

1,433,726.02

520+63.70

493+00.58

480+83.30

CONSTRUCTION BASELINE (CBL)

BREVARD NORTH REACH

POINT (X) EASTING (Y) NORTHING

FDEP RANGE MONUMENT CONTROL DATA

783,215.26

783,174.00

782,998.63

782,928.00

782,864.13

782,802.00

782,766.51

782,740.00

782,733.11

782,705.00

782,698.91

782,805.00

782,717.18

782,697.53

782,517.74

782,473.00

782,418.57

782,382.00

782,325.30

782,268.50

1,429,258.62

1,429,759.87

1,430,203.24

1,430,708.87

1,431,197.19

1,431,698.87

1,432,090.88

1,432,511.87

1,433,023.65

1,433,470.87

1,433,726.02

1,434,181.36

1,434,847.99

1,435,345.76

1,435,822.27

1,436,358.86

1,436,893.61

1,437,298.86

1,437,806.34

1,438,293.36

R-55.5

R-55-T

R-54-A

R-54

R-53-A

R-53-T

R-52-A

R-52-T

R-51-A

R-51-T

R-50-A

R-50-T

R-49-A

R-49

R-48-A

R-48

R-47-A

R-47

R-46-A

R-46

R-55-T

R-54

R-53-T

R-52-T

R-51-T

R-50-T

R-49

R-48

R-47

R-46

PLANE COORDINATES (NAD83(90))

R-46-A

R-47-A

R-48-A

R-49-A

R-50-A

R-51-A

R-52-A

R-53-A

R-54-A

EROSION CONTROL DATA (ECL)

PT (X) EASTING

PLANE COORDINATES (NAD83(90)) FL E

(Y) NORTHING

NORTH REACH

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

B R E V A R D C O U N T Y

C I T Y O F C O C O A B E A C H

1,430,189.20

1,430,388.10

1,430,591.05

1,430,786.77

1,430,987.88

1,431,190.21

1,431,384.78

1,431,582.45

1,431,785.13

1,431,979.26

1,432,188.22

1,432,349.23

1,432,566.60

1,432,757.16

1,432,944.58

1,433,148.00

1,433,345.14

1,433,576.39

1,433,760.44

1,433,963.07

1,434,166.10

1,434,366.15

1,434,563.07

1,434,756.42

1,434,956.01

1,435,162.61

1,435,356.27

1,435,521.53

1,435,651.46

1,435,857.59

1,436,055.03

1,436,258.18

1,436,499.02

1,436,636.90

1,436,860.33

1,437,064.07

1,437,237.88

1,437,475.20

1,437,633.69

1,437,866.94

1,438,059.35

1,438,241.34

1,438,447.44

20TH ST.

E R

E T

R A

A V

S . A

T L

A N

18.

17.

16.

15.

14.

13.

12.

11.

10.

9.8

9.5

9.4

9.3

9.2

9.0

8.7

8.6

8.5

8.3

8.2

8.1

8.0

7.8

7.6

7.3

7.2

7.1

6.8

6.6

6.4

6.3

6.1

6.0

5.8

5.6

5.4

5.1

4.8

4.7

4.3

4.1

3.8

3.5

3.3

3.1

3.0

2.9

2.8

2.6

2.3

2.2

2.0

1.8

1.7

1.4

1.3

1.0

0.7

0.6

0.4

0.1

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

D A

T E

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

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

R P

S O

F E

N G

E E

R S

N /A

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

J .E .B

M A

M R

M .P .N

B E

A C

H R

E N

O U

H M

E N

SHEET ID

N O

R T

H R

E A

C H A

N D S

O U

T H R

E A

C H

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B R

E V

A R

D C

O U

N T

Y F

L O

G R

O U

P -1

-R -J

P R

E L

R Y

D O N

O T U

S E F

O R C

O N

S T

R U

C T

CL01

GRAPHIC SCALE

S U

B M

S O

N R B

E A

C H F

L P

L A

A/C-01

R -0 T

O R -3

-B

C N

R -B

C N

R -C

B .d g n

200'100'0100'

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

NO PLACEMENT ON THIS SHEET

M A

T C

H L

A W

G A /C -0

T A

R-3 R-2

R-1 -T

R-0

R-1

-AA

R-1

-A RESETR-2

-A

+0.

+1.

+2.

+3.

5+3.

+3.

+4.

+5.

+6.

+7.

+8.

+9.

ECL

+9.

+10 .3

CBL

20.

420.

20.

220.

20.

0 20.

19.

919.

19.

519.

19.

4 19.

419.

19.

018.

18.

918.

18.

6 18.

618.

18.

17.

9 17.

17.

617.

17.

4 17.

17.

1 17.

17.

16.

9 16.

16.

6 16.

16.

15.

1 15.

15.

14.

13.

12.

7 12.

12.

11.

9 11.

11.

10.

310.

10.

0 10.

o n

9.7

9.6

9.5

9.5 9.5

9.2

9.1

9.0 9.0

8.9

8.8

8.7

8.6

8.5

8.4

8.3

8.3 8.3

8.2

8.2 8.1

8.1

8.08.0

8.0 8.0

8.0

8.0 7.9

7.9

7.8

7.7

7.6

7.5 7.4

7.3

7.2

7.2 7.1

7.0

6.9

6.7

6.5 6.3

6.3

6.2

6.26.1 6.1

5.9 5.9

5.9

5.8 5.7

5.4 5.1

5.1

5.0

4.9

4.8

4.7 4.5

4.5 4.4

4.4

4.3

4.2

4.1

4.0

3.9

3.8

3.7

3.6

3.5

3.3

3.2

3.0

2.9

2.8

2.5

2.3

2.3 o n

2.2

1.9

1.8

1.7

1.7 1.5

1.4

1.3

1.3 1.2

1.1

1.0

TOE OF FILL

APPROXIMATE

0.8

0.7

0.6

0.5

0.4

VERTICAL TRANSITION

HORIZONTAL AND

0.2

0.1

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

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

D A

T E

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

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

R P

S O

F E

N G

E E

R S

N /A

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

J .E .B

M A

M R

M .P .N

B E

A C

H R

E N

O U

H M

E N

SHEET ID

N O

R T

H R

E A

C H A

N D S

O U

T H R

E A

C H

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B R

E V

A R

D C

O U

N T

Y F

L O

G R

O U

P -1

-R -J

P R

E L

R Y

D O N

O T U

S E F

O R C

O N

S T

R U

C T

CL03

CL02

M A

T C

H L

A W

G A /C -0

T A

M A

T C

H L

A W

G A /C -0

T A

GRAPHIC SCALE

S U

B M

S O

A/C-02

N R B

E A

C H F

L P

L A

R -3 -A R

E S

E T T

O R -6 -T

-B

C N

R -C

B .d g n

200'100'0100'

E N

D B

E R

M T

R A

N S

T A

0 4 0 5

R-5

R-6 -T

T-4

R-3

RESETR-3

-A

RESETR-4

-A

RESETR-5

-A

+0.

+1.

+2.

+3.

6+3.

+3.

+4.

6+4.

6 +4.

+4.

+5.

2 +5.

+5.

+6.

+7.

ELEV. +6.7 (NAVD 88)

BERM CREST

ELEV. +6.7 (NAVD 88)

E R

M T

R A

N S

T A

+7.

4 +7.

+7.

+8.

TRANSITION TO ELEV. +8.2 (NAVD 88)

ELEV. +6.7 (NAVD 88)

BERM CREST

+8.

ELEV +8.2 (NAVD 88)

BERM CREST

ELEV. +8.2 (NAVD 88)

+8.

8 +8.

+8.

+9.

ECL

+9.

+10 .3

+10 .6

20.220.2

20.0 19.9

19.9 19.8

19.8 19.8

19.8

19.719.7

19.6 19.6

19.6

19.6 19.5

19.5

19.519.5

19.4

19.3

19.2

19.1

19.0

19.0 19.0

19.0

18.9

18.8

18.8 18.8

18.8

18.7 18.7

18.718.7 18.6

18.6

18.5

18.5 18.5

18.5 18.4

18.4

18.3

18.3 18.3

18.3 18.2

18.1

18.0

17.9

17.8

17.817.8

17.8

17.7

17.6

17.517.5

17.5

17.4

17.4 17.4

17.3

17.2

17.1

17.1 17.0

17.0

16.9

16.8

16.7

16.6

16.6 16.5

16.5

16.4

16.3 16.2

16.2 16.1

16.0

15.9

15.8

15.7

15.6 15.5

15.5

15.4

15.3

15.3 15.2

15.2 15.1

15.0

15.0 14.9

14.8

14.7

14.5

14.4

14.4 14.4

14.2

14.1

14.1 14.014.0

13.8

13.7

13.6 13.5

13.5 13.4

13.4 13.3

13.2

13.0

12.9 12.912.9

12.7

12.6

12.5

12.5 12.3

12.1

12.1 12.0

11.9

11.8 11.7

11.711.6

11.5

11.4

11.2

11.0 10.8

10.8

10.7

10.6 10.6

10.5

10.4 10.3

10.3 10.1

10.1 10.0

10.0

9.9 9.7

9.5

9.5 9.4

9.3 9.2

9.2

9.1

8.9

8.8 8.8

8.7

8.7 8.7

8.7

8.6

8.58.5

8.5

8.4

8.48.4

8.4

8.3

8.3 8.3

8.2

8.1

8.1 8.0

8.0 8.0

7.7 7.7

7.57.3

7.2 7.2

7.1

6.9 6.6

6.6

6.5

6.4 6.3

6.3 6.1

6.1

5.9 5.8

5.6 5.6

5.6

5.4 5.2

5.2

5.1 5.0

5.0 4.7

4.4 4.4

4.4

4.3

4.2 4.0

4.0

3.9

3.9 3.7

3.7

3.6

3.5

3.4

3.3

3.2 3.2

3.1

TOE OF FILL

APPROXIMATE

2.9

2.8

2.8 2.7

2.7

2.62.6

2.5

2.4 o n

2.3

2.22.2

2.0

1.8

1.7

1.4

1.3 1.3

1.2 1.1

0.8 0.7

0.6

0.5

0.1

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

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

D A

T E

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

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

R P

S O

F E

N G

E E

R S

N /A

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

J .E .B

M A

M R

M .P .N

B E

A C

H R

E N

O U

H M

E N

SHEET ID

N O

R T

H R

E A

C H A

N D S

O U

T H R

E A

C H

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B R

E V

A R

D C

O U

N T

Y F

L O

G R

O U

P -1

-R -J

P R

E L

R Y

D O N

O T U

S E F

O R C

O N

S T

R U

C T

AND ACCESS AREA (SEE NOTE 1)

CONSTRUCTION STAGING

M A

T C

H L

A W

G A /C -0

T A

M A

T C

H L

A W

G A /C -0

T A

GRAPHIC SCALE

S U

B M

S O

A/C-03

N R B

E A

C H F

L P

L A

R -6 -A R

E S

E T T

O R -8 -A R

E S

E T

-B

C N

R -C

B .d g n

200'100'0100'

NOTE:

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

W A S

G T

O N A

V E

N U

PARK

CHERIE DOWN

B E

R M T

R A

N S

T A

B E

R M T

R A

N S

T A

R-8R-7 -T

R-6 -T

RESET

R-6

-A

RESET

R-7

-A RESET

R-8

-A

+0.4

+0.8

+1.2

+1.4 +2.3

+2.9

+3.1

+3.2

+4.4

+4.6

+5.1

+5.2 o n +5.5

+5.5 +6.0

+6.2

+6.4

+6.5 +6.7

+6.7

+6.8

+6.9

+7.0

ELEV. +6.7 (NAVD 88)

BERM CREST

+7.3

+7.6

+7.7

+7.9

+8.0

+8.0 +8.0 +8.1

+8.1 +8.1

+8.2

+8.3

+8.3+8.3

+8.3

+8.5

ELEV +8.2 (NAVD 88)

BERM CREST

' 7

+8.7

+8.8

+8.9

+9.0

+9.1

+9.2

+9.3

+9.3 +9.4

+9.4

+9.5

+9.6

+9.7

+9.9

+10 .0

+10 .2

+10 .4

+10 .6 +10

+11 .2

ECL

19.419.3

19.2 19.2 19.119.1

19.1

19.0

18.9

18.7 18.7

18.7 18.6

18.6

18.5 18.5

18.4

18.4 18.4

18.4

18.318.3

18.3 18.3 18.2

18.2 18.1

18.0

18.0 17.917.9

17.9 17.717.7

17.6

17.6 17.617.6

17.5

17.4

17.417.4 17.4

17.417.4 17.3

17.3

17.2

17.117.017.0

16.9

16.9 16.816.8

16.8 16.7 16.6

16.6

16.6 16.5

16.5 16.5

16.4 16.3

16.3

16.2 16.116.1

16.1

16.0 15.915.9

15.8

15.7

15.6

15.5

15.5 15.3

15.3

15.2 15.1

15.0

14.9

14.8

14.8 14.8

14.7

14.6

14.6 14.3

14.3 14.3

14.2 14.1

14.1

14.0

13.9

13.8 13.7

13.6

13.5

13.4

13.2 13.2

13.2 13.0

12.9

12.8

12.8 12.8

12.5

12.5 12.4

12.3

12.1

12.0

11.9 11.9

11.6 11.6

11.5 11.3

11.2 11.2

11.1 10.9

10.8

10.7

10.7 10.6

10.5

10.3 10.3

10.1

10.1 10.1

9.99.9 9.8

9.7 9.6

9.5

9.4 9.4

9.3

9.2

9.1

9.0

8.9

8.8

8.8 8.8

8.8

8.7 8.7

8.7

8.6

8.6 8.5

8.5

8.5 8.5

8.5

8.4 8.4

8.4

8.3 8.3

8.3

8.2

7.9

7.8 7.7

7.6 7.5

7.5

7.4

7.2 7.0

7.0

6.9

6.8

6.3

6.3 6.3 6.3

6.2

6.0

5.8

5.7

5.6

5.65.6

5.4

5.3

5.2

5.1

5.0

4.9

4.8

4.7

4.5

4.4 4.4

4.4

4.3

TOE OF FILL

APPROXIMATE

4.1

4.1 4.0

4.0

3.9 3.9

3.8

3.6

3.5 3.5

3.4 3.3

3.3

3.2

3.1

2.9

2.8

2.8 2.7

2.7

2.6

2.4

2.4 2.2

2.12.1

2.1

1.9

1.7

1.6

1.5

1.3

0.9

0.8 0.7

0.6 0.5

0.2

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

D A

T E

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

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

R P

S O

F E

N G

E E

R S

N /A

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

J .E .B

M A

M R

M .P .N

B E

A C

H R

E N

O U

H M

E N

SHEET ID

N O

R T

H R

E A

C H A

N D S

O U

T H R

E A

C H

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B R

E V

A R

D C

O U

N T

Y F

L O

G R

O U

P -1

-R -J

P R

E L

R Y

D O N

O T U

S E F

O R C

O N

S T

R U

C T

(SEE NOTE 1)

CONSTRUCTION ACCESS AREA

M A

T C

H L

A W

G A /C -0

T A

M A

T C

H L

A W

G A /C -0

T A

GRAPHIC SCALE

S U

B M

S O

A/C-04

N R B

E A

C H F

L P

L A

R -9 T

O R -1

-A R

E S

E T

-B

C N

R -C

B b .d g n

200'100'0100'

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

NOTE:

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

T Y

L E

R A

V E

N U

' 2

R-1

T-1

R-9

RESET

R-9

-A RESET

T-1

0-A

RESET

R-1

1-A

+0.1

+0.2 +0.3

+0.6

+0.8 o n

+2.1

+2.2

+2.4

+2.8 +3.4

+3.9

+4.6

+5.0

+5.2

+5.8

+6.7

+6.8

+6.9

+7.0

+7.1

ELEV. +6.7 (NAVD 88)

BERM CREST

B E

R M T

R A

N S

T A

B E

R M T

R A

N S

T A

+7.2

+7.3 +7.4

+7.5

+7.6 +7.6

+7.6

+7.7

+7.9

+7.9 +8.0

+8.1

+8.2

+8.2 +8.4

+8.4

+8.5 +8.6

ELEV +8.2 (NAVD 88)

BERM CREST

+8.7+8.7

+8.8

+8.9

+9.0

+9.1

+9.2

+9.3

+9.4

ECL +9.5

+9.5 +9.5

+9.5

+9.6

+9.7

+9.7 o n

+9.8+9.8

+9.8

+9.8+9.8 +10 .1+10

+10 .1

+10 .2

+10 .3

+10 .4

+10 .5

+10 .5 +10

.8 +11 .4

+11 .8

+12 .7

B E

R M T

R A

N S

T A

B E

R M T

R A

N S

T A

19.0

19.0 18.9

18.7

18.7 18.7

18.718.6

18.6 18.6

18.5 18.5 18.5

18.418.418.4

18.4 18.418.4

18.2 18.2

18.2 18.1

18.1

18.1 18.0

18.0

18.0 18.018.0

17.8 17.8

17.717.717.617.6 17.6

17.6

17.5

17.4 17.4 17.4

17.4

17.3 17.3

17.2 17.2

17.217.1 17.1 17.117.0

17.0 16.9

16.9 16.9 16.9 16.8

16.7 16.7 16.7

16.7 16.716.616.5

16.5 16.516.4 16.3

16.3

16.2 16.2 16.216.1

15.9 15.915.9 15.8

15.8

15.7 15.715.715.7 15.6

15.5 15.5

15.515.4 15.4

15.3

15.3 15.1 15.1

15.1 15.0 15.0

14.8

14.8 14.8

14.8 14.7 14.6

14.5 14.4

14.4 14.4 14.4

14.3

14.2 14.2

14.2 14.1

14.0

13.9 13.9 13.8

13.813.8

13.8

13.6

13.6 13.5

13.4 13.3 13.3

13.3 13.2 13.2

13.113.1 13.0 12.9

12.9

12.8

12.712.7 12.6 12.6

12.5

12.412.4 12.3 12.2

12.1

12.0 12.0

11.9

11.7 11.7

11.7

11.6 11.6

11.6

11.2 11.2

11.2

11.2 11.1 10.9

10.8

10.7

10.6

10.5 10.3

10.310.2

10.1

10.0

9.99.8

9.8

9.7

9.3 9.3

9.3

9.1

9.0 9.0 9.0

9.0

8.9

8.8

8.8 8.8

8.8

8.7

8.7 8.7

8.7

8.7 8.6

8.6

8.6 8.6

8.6 8.5

8.5

8.5 8.5

8.5

8.4 8.4

8.4

8.3 8.2

8.2

8.1

8.0

7.9 7.9

7.8

7.5

7.4

7.3

7.2

7.1

7.0 6.8

6.8

6.7 6.7

6.5

6.4

6.4 6.3

6.36.2

5.8 5.7

5.7 5.65.6 5.3

5.0 5.0

5.0

4.9 4.8

4.8

4.7

4.6 4.6

4.6

4.5

4.5 4.3

4.3

4.2

4.24.1

4.1 4.1

TOE OF FILL

APPROXIMATE

4.0

3.8 3.8 3.7

3.7

3.6 3.6

3.5

3.4

3.3

3.2

3.1

3.0

3.0 2.92.8 2.5

2.4

2.2

2.1 2.12.0 1.6

1.31.3 1.2

0.8 0.50.4

M A

T C

H L

A W

G A /C -0

T A

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

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

D A

T E

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

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

R P

S O

F E

N G

E E

R S

N /A

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

J .E .B

M A

M R

M .P .N

B E

A C

H R

E N

O U

H M

E N

SHEET ID

N O

R T

H R

E A

C H A

N D S

O U

T H R

E A

C H

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B R

E V

A R

D C

O U

N T

Y F

L O

G R

O U

P -1

-R -J

P R

E L

R Y

D O N

O T U

S E F

O R C

O N

S T

R U

C T

CL04

M A

T C

H L

A W

G A /C -0

T A

GRAPHIC SCALE

S O

S U

B M

A/C-05

N R B

E A

C H F

L P

L A

R -1

O R -1

-B

C N

R -C

B .d g n

200'100'0100'

B E

R M T

R A

N S

T A

B E

R M T

R A

N S

T A

+0.0

R-14

R-13

R-12

RESET

R-11

-A

RESET

R-12

-A

RESET

R-13

-A

+0.2 +0.5 +1.4 +2.0 o n

+2.3 +2.4 +2.6 +4.2 +4.6

+5.0 +5.2 +5.8

+6.8

+7.1

ELEV. +6.7 (NAVD 88)

BERM CREST

+7.2

+7.3 +7.3

+7.3

+7.4

+7.4 +7.6

+7.6

+7.7

+7.7 +7.7

+7.8

+7.9

+8.2 +8.2

+8.2

+8.3

+8.4 +8.4

+8.7 +8.8

+8.8 +8.8

+8.9

+9.1

+9.2

+9.3

+9.4

CBL

ECL

+9.7

+9.7 o n

+9.8 +9.8

ELEV +8.2 (NAVD 88)

BERM CREST

+10.

2+10.

2 +10.

+10.

8 +10.

+10.

+11.

+12.

+13.

15.2

15.1 14.9

14.9 14.7 14.5 14.6

14.714.6

14.8 14.4

14.3 14.2

14.3 13.9

14.1 14.1

13.7

13.8 13.6

13.8 13.7 13.6

13.3

13.6 13.3

13.5 13.3 13.113.1

13.3 13.2 13.1 12.8

12.8 12.6

12.8 12.7 12.4

12.3

12.5 12.412.3

12.111.8

12.0 11.7

11.9 11.8 11.7 11.4

11.4

11.6

11.3 11.2

11.0

11.2

11.5

11.0 11.1

10.9 10.7 10.8

10.8 10.510.5

10.5 10.2

10.3 10.2 10.0

9.8 9.5

10.0 9.7

9.7 9.6 9.2

9.6

9.3 9.1

9.4 9.2

9.3 8.9

9.2

9.0 9.0

8.98.88.8

8.88.7 8.6

8.7

8.9 8.5

8.6 8.5 8.4

8.8

8.6 8.7

8.88.7 8.7

8.18.2

8.88.7

8.0

8.7

8.2

8.7

8.0

DEPENDS ON YOU

SAFETY ON THIS JOB

8.5 8.3

12345678

8.4 8.5

7.9

8.5

8.0

8.2 7.9

7.6

8.18.0 8.0

7.5

7.6

7.8 7.57.5 of Engineers

US Army Corps

7.3

6.6

Jacksonville District

7.1

6.2

6.7

6.9

7.7

6.96.7 6.3

6.8

5.8

6.56.4 5.95.9

5.5

6.1

7.3

6.7

6.2 6.3

5.5

5.8

6.1

6.3

6.7

6.1 5.5

5.6 5.6

5.9

5.5

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

6.4

6.5

5.1

5.2 5.2 4.8

B E

R M T

R A

N S

T A

B E

R M T

R A

N S

T A

4.7 4.6

4.9

4.3

4.64.3 4.1

4.7

4.0

D E

S C

4.8

4.04.0 3.7 3.8

4.0 3.7

4.1

TOE OF FILL

APPROXIMATE

3.5 3.3

3.9

3.4 3.43.4

3.3 3.5

2.7

3.2

3.63.53.4 2.8

2.3

2.4

2.7 2.7

2.9 2.6

Z O

N E

-B

C N

R -C

B P

L N .d g n

2.4 2.1

2.3

2.2

S Y

1.61.6

N o

1.61.5 1.2 1.1 1.3

0.6

0.4 0.4 0.2+0.1 +0.4 o n

S O

A T

N N

D A

T E

C O

N T

R A

C T N

M A

G R

O U

P -1

-R -J

E N

U M

B E

N /A

+1.4 +1.4 +1.5

M A

T C

H L

A W

G A /C -0

T A

J .E .B

C K

D B

P L

O T D

A T

N /A3

+2.4

ECL

+2.7 +2.9

A S S

H O

W N

E N

A M

D W

N B

S U

B M

T E

D B

D E

N E

D B

M .P .N

P L

O T S

C A

L E

M R

+4.0 +4.1

M A

T C

H L

A W

G A /C -0

T A

+4.2

RESET

R-15

-A

RESET

R-14

-A

+5.8

R-16CL05

+6.2

CBL

C O

R P

S O

F E

N G

E E

R S

+6.3

R-15 -T

(SEE NOTE 1)

CONSTRUCTION ACCESS AREA

+6.7

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

+6.2

+6.9

R-17 -T

+6.7 +6.6

+6.3

+7.1

ELEV. +6.7 (NAVD 88)

BERM CREST

D E

P A

R T

M E

N T O

F T

H E A

R M

+6.7 +7.1

+6.4

RESET

R-16

-A

+6.9

P R

E L

R Y

+6.6

D O N

O T U

S E F

O R C

O N

S T

R U

C T

+6.8 +7.1

+6.7 +6.6

+7.5

P U

L S

H E

R A

V E

+7.3 +7.3 +7.2

+7.6

+7.4

M E

A D

E A

V E o n

+7.6 +8.0

(SEE NOTE 1)

CONSTRUCTION ACCESS AREA

+7.9 +8.2

+8.1

+7.8 +8.1 +8.2+8.7 +8.8

ELEV +8.2 (NAVD 88)

BERM CREST

+8.2

+8.8 +8.9

+7.9

NOTE:

+9.2

A/C-06

+8.0

H E

N D

R Y A

V E

+9.8

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

+9.9 +9.8

+8.4

+10.3+10.4

+10.2

+8.4

+9.2 +9.2

+9.0 +8.9

+9.6

+9.0

+10.5

+8.2

+8.9

+10.6 +11.0

+9.0

+11.4

+10.2 +10.7

+11.7

+11.1

+11.8

R -1

-A T

O R -1

-T

+11.6

+9.8

+12.0

+11.0

N R B

E A

C H F

L P

L A

+12.3

RIDGEWOOD AVENUE

S O

N A

V E

+11.8 +12.3

B R

E V

A R

D C

O U

N T

Y F

L O

+12.7

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

+12.6

N O

R T

H R

E A

C H A

N D S

O U

T H R

E A

C H

B E

A C

H R

E N

O U

H M

E N

GRAPHIC SCALE

SHEET ID

200'100'0100'

8 7 6 5 4 3 2 1

19.119.0 19.0

19.018.8 18.8

18.7

18.7 18.6

18.6

18.6 18.618.6

18.5

18.4

18.4 18.4

18.3 18.3

18.3

18.2

18.2 18.1

18.1 18.118.0

17.917.9 17.9 17.8

17.8 17.817.817.7 17.7 17.6

17.6 17.617.6

17.4

17.417.4 17.4

17.217.2 17.2

17.1

17.1 17.1

17.0 16.9

16.9

16.9 16.8 16.8 16.7

16.7 16.7

16.7 16.5 16.5 16.4

16.4 16.416.3 16.2

16.2

16.1

16.1 16.1

16.0 15.9

15.915.8 15.815.8

15.7

15.6 15.6

15.5

15.5 15.5

15.5 15.415.415.3

15.2 15.1

15.1 15.1

15.0

15.0 14.8

14.8 14.814.8 14.7

14.6 14.6

14.6 14.514.4

14.3 14.314.2 14.214.2

14.1

14.0 14.0 13.913.9

13.7

13.7 13.7

13.613.6 13.513.5

13.513.4 13.3 13.2

13.2 13.2

13.2 13.013.0

12.9

12.9 12.8

12.8 12.8 12.7 12.612.6

12.5 12.4

12.4

12.3 12.2

12.212.2 12.1

12.0 12.011.9 11.811.8

11.711.7 11.6

11.611.6

11.411.4 11.2

11.211.1

11.1

11.0 11.0

10.9 10.910.8 10.7

10.5 10.510.5 10.4 10.4

10.4

10.

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