G2J015Plans.pdf

PDF 7 MB Posted Mar 11, 2016

Attached to: Fort Myers Beach Harbor, Florida, Maintenance Dredging, 12-Foot Project
Solicitation number: GROUP2-10-R-J015
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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G2J015Revision0003.pdf	PDF	Apr 6, 2016
Revision_0002.pdf	PDF	Apr 1, 2016
G2J015PlansRevision0001.pdf	PDF	Mar 31, 2016
G2J015SpecsRevision0001.pdf	PDF	Mar 31, 2016
FtMyersGRD2016final28Mar2016_Revision0001.pdf	PDF	Mar 31, 2016
FDEP_Survey.zip	ZIP file	Mar 11, 2016
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Nearshore_Survey.zip	ZIP file	Mar 11, 2016

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Lower of Engineers

US Army Corps

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PLANS FOR

V E

"INCREASE PROFIT -- SUBMIT VECP'S"

126210-FMBH16-GI001cov.dgn

$AFETY PAY$

In Many Ways!

Jacksonville District

P ro du ct iv ity

In cr ea se d

Quality

Increased

FT MYERS BEACH HARBOR

MAINTENANCE DREDGING

12 AND 11-FOOT PROJECT

LEE COUNTY, FLORIDA

GROUP2-10-R-J015

TO ACCOMPANY SOLICITATION NUMBER

SEE GENERAL NOTE 6.

SWIM EVENT AREA

GENERAL

CIVIL

DWG NO. TITLE

INDEX TO DRAWINGS

ABBREVIATIONS

LEGEND:

INFO

ACCEPTANCE SECTION

AIDS TO NAVIGATION

DREDGING AREAS

NEARSHORE DISPOSAL AREA

CHANNEL LIMITS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

APPROXIMATE

CENTERLINE

ELEVATION (FEET)

MLLW

NAVD88

STA.

RGE.

NORTH AMERICAN VERTICAL DATUM OF 1988

RANGE

NAD83 NORTH AMERICAN DATUM OF 1983

EL. / ELEV.

S. SOUTH

NO. NUMBER

N. NORTH

DRAWING

DISPOSAL AREA

W. WEST

VERTICAL

N.T.S. NOT TO SCALE

P.I. POINT OF INTERSECTION

APPROX.

E.C. ENTRANCE CHANNEL

MEAN HIGH WATERMHW

MLW MEAN LOW WATER

EAST

MEAN LOWER LOW WATER

STATION

C/L

D/A

DWG.

HORIZONTAL

NGS NATIONAL GEODETIC SERVICE

PERMANENT IDENTIFIERPID

FT FOOT

TURNING BASINT.B.

HORZ.

VERT

G-01

G-02

COVER SHEET

C-01

C-02

G-03

C-03

C-04

C-05

FDEP RANGE MONUMENT

ELEVATION AND LOCATION

LOCATIONS AND DESIGNATIONS

GEOTECHNICAL SAMPLING

49.5

CHANNEL C/L PI POINTS

C-06

PROJECT OVERVIEW

GENERAL NOTES:

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

TOTALS

(CY)

VOLUME

TOTAL

(CY)

DEPTH

REQUIRED

VOLUME TO

(CY)

OVERDEPTH

ALLOWABLE

VOLUME IN

OCCUR BETWEEN THE DATE OF THE SURVEY AND THE COMMENCEMENT OF DREDGING.

REQUIRED DEPTH AND 2-FOOT OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING TO

NOTE:

LOCATION

DESTINATION

DISPOSAL

G-02

X ,0

G E

N E

R A

LIMITS TCEJROP

P R

O J

E C

T O

V E

R V

W -F

M B

H -G

I0 o v e rv ie w .d g n

G U L F O F M E X I C O

S A N C A R L O S B A Y

POINT

BOWDITCH

S A N C A R L O S I S L A N D

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

M A T A N Z A S

P A S S

C U T-

CUT-2A

C U

T -3

CUT-4

CUT-5

STA. 1

8+3

1.35

CUT-3

S T A . 0+

00 C U T -1

GRAPHIC SCALE

VICINITY MAP

CHANNEL CONTROL AND SURVEY CONTROL DATA

DREDGING PLAN - STA. 19+00 CUT-1 THRU STA. 4+00 CUT-3

DREDGING PLAN - STA. 4+00 CUT-3 THRU STA. 10+00 CUT-4

DREDGING TYPICAL CROSS SECTIONS

NEARSHORE TYPICAL CROSS SECTIONS

CUT-3

CUT-1 NEARSHORE

NEARSHORE

83,000 35,000 118,000

2,000 10,000 12,000

85,000 45,000 130,000

2000'1000'01000'

LEE COUNTY

STATE OF FLORIDA

FALLS OFF DRAWING - DIRECTION

8,000 FE

E T

6,000 FEET

NEARSHORE PLACEMENT AREA

AREA REQUIRING THE CONTRACTOR IF PRESENT TO MOVE THEIR SUBMERGED PIPELINE.

6. ON JUNE 3RD TO JUNE 5TH, AN OPEN WATER SWIMMING EVENT WILL OCCUR IN THIS

5. SEE DWG. NO. C-04 FOR NEARSHORE PLACEMENT SURVEY NOTES .

4. SEE DWG. NO. C-01 FOR CHANNEL SURVEY NOTES.

3. SEE DWG. NO. G-03 FOR CHANNEL CONTROL DATA.

CONSTRUCTION OF THIS PROJECT.

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

X ,0

Y=775,000

Y=770,000

Y=765,000

Y=760,000

SWIM EVENT AREA

VB-FTM11-C1-4

DBN

VERTICAL CONTROL MONUMENT

R -1

NEARSHORE PLACEMENT AREA

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

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

DRAWING NO.

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

C O

R P

S O

F E

N G

E E

R S

DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

J .E .B

J .W .L

N D

-F

O O

T P

R O J

E C

M A

T E

N A

N C

E D

R E

D G

G G

R O

U P -1

-J

F T M

Y E

R S B

E A

C H H

A R

B O

R F

L O

A M

A R

C H

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WEST

ATLANTIC

OCEAN

N.T.S.

LOCATION MAP

CANAVERAL

ST AUGUSTINE

GAINESVILLE

WEST PALM BEACH

FLORIDA

GULF OF MEXICO

OF WORK

LOCATION

GRAPHIC SCALE

NOTE:

G-03

600'300'0300'

G E

N E

R A

C H

A N

N E

L C

O N

T R

O L A

N D S

U R

V E

Y C

O N

T R

O L D

A T

-F

M B

H -G

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

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

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

DRAWING NO.

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

DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

J .E .B

J .W .L

N D

-F

O O

T P

R O J

E C

M A

T E

N A

N C

E D

R E

D G

G G

R O

U P -1

-J

F T M

Y E

R S B

E A

C H H

A R

B O

R F

L O

A M

A R

C H

S T A .9

S T A .3

R G E 5R

G E

R G E

RGE 275

RGE 425

RGE 75

S T

STA 5+

68.7

4 C

UT 2A

STA 0+

00 C

UT 3

S T A .9 C

U T -1

STA 3+

80.5

II III

S T A

U T -2

15STA 1

8+3

1.35

CUT-3

STA 0

+00

CUT-4

S T

U T -5

S T

A .0 C

U T -4 vi

S T

U T -5

S T

U T -6 vii

S T

U T -6

S T

U T -7

S T

U T -7

S T

U T -8 viii ix x

S T

U T -9

S T

U T -1

S T A

U R

G B

A S

S T

U T -8

40 42 x I x

S T A

T A

S T

STA 2+00

S T

S T A

0S T A

.9 C

U T -1

S T A

S T

U T -9

S T

STA 16

+31 .35

C U T-

CUT-2A

RGE 350

R G

C U

T -3

R G

E 200

CUT-4RG

E 262.5

E 137.5

RGE 200

CUT-5

RGE 262.5

RGE 137.5

RGE 200

CUT-6

RGE 262.5

RGE 137.5

R G

C U

T -7

R G

RGE 200

RGE 262.5

RGE 137.5

CUT-8

RGE 200

CUT-9

RGE 262.5

RGE 137.5

R G E

C U T-10R

G E 262.5

R G E 137.5

R G E 337.5

B A S

R G E 62.5

S T A C

U T -1

R G E -2

R G E

RGE -25

R G

STA 5+

68.5

P R

C T

H T

O F

W A Y L

P R

C T

H T

O F

W A Y L

P R

O J E

C T R

H T O

F W

A Y L

B C

I H

G U L F O F M E X I C O

S A N C A R L O S B A Y

M A T A N Z A S P A S S

POINT

BOWDITCH

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

CHANNEL CONTROL POINTS

LIMITS

CENTERLINE

771,133.60

771,519.68

772,034.45

772,413.72

772,553.72

771,768.22

772,227.46

772,833.72

773,443.72

775,209.28

775,216.52

772,292.68

674,365.23

673,905.93

673,293.55

672,589.16

671,994.15

671,681.41

670,685.75

668,809.14

667,884.14

667,397.66

666,828.96

663,370.26

XII

VIII

VII

III

666,856.00

667,353.34

667,938.15

671,647.72

672,032.29

673,258.25

674,276.75

674,453.70

673,894.00

674,070.95

673,865.71

673,946.14

673,406.43

673,328.84

673,087.81

672,566.80

672,611.51

671,956.02

672,174.52

671,978.24

671,697.32

671,525.96

671,715.09

671,417.81

671,470.16

671,383.57

671,404.51

671,270.06

671,291.01

671,256.77

671,204.41

670,708.53

670,662.98

668,836.44

668,781.83

668,085.51

667,830.12

667,891.26

667,438.49

667,417.09

667,441.97

667,265.52

667,096.73

667,047.99

666,801.93

666,686.43

666,699.21

665,742.02

665,709.74

663,321.84

663,418.68

775,141.17

775,134.84

773,482.97

771,852.59

772,480.54

771,982.46

771,028.35

771,238.85

771,350.08

771,560.59

771,471.84

771,567.52

771,857.91

772,086.43

772,074.24

772,354.77

772,472.66

772,626.90

772,447.07

772,344.78

771,977.16

771,908.75

771,683.86

771,820.98

771,934.48

771,878.07

771,923.47

771,930.42

771,975.82

772,032.91

771,919.40

772,285.78

772,169.13

772,890.58

772,776.86

773,385.79

773,404.48

773,653.14

774,825.81

774,903.46

775,283.72

774,935.94

775,138.11

775,138.73

775,291.87

774,997.82

774,943.15

774,133.98

774,172.17

772,349.96

772,235.40

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

772969.38

773459.27

773697.41

775282.40

775294.79

772464.51

772698.06

773341.69

774618.00

774835.89

774842.69

772120.85

668898.60

668155.74

667982.79

667546.07

666573.03

663225.01

668719.68

667743.70

667392.02

667268.72

666735.26

663515.52

CONTROL POINTS

RIGHT OF WAY

CHANNEL CONTROL DATA NOTES:

FURNISHED BY THESE PLANS.

MODEL ASSOCIATED WITH THE DATA SHOWN BY THE HYDROGRAPHIC SURVEY

SURVEY CONTROL MARKS, TIDAL CALIBRATION BENCH MARKS, “KTD”FILE AND GEOID

REFER TO THE ACCOMPANYING “SURVEY NOTES”AND “SURVEY COVER SHEET”FOR THE

NOTES”ACCOMPANYING THESE PLANS AND SPECIFICATION DOCUMENTS.

LISTED ABOVE, OR THOSE AS CALLED FOR AND DETAILED BY THE “SURVEY

OBSERVATIONS AND BE REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE PPCPs

PERFORMED UTILIZING REAL-TIME KINEMATIC (RTK) OR REAL-TIME NETWORK (RTN) GPS

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS MUST BE

:CONSTRUCTION SURVEY POSITIONING CRITERIA

PRIMARY TIDE CALIBRATION MARKAD1372872 5366 TIDAL 2

PPCP MLLW CALIBRATION GAGE 872 5366MATANZAS PASS

NOAA TIDE GAGE AND TIDAL CALIBRATION BENCH MARK:

ENTIRE PROJECTBBCJ30 STALEY

GAGE STATION ID

CHANNEL REACHNGSIDB/OPUS PID NSRS PPCP

REPORTED BY THE SURVEY SUPPORTING THESE PLANS AND SPECIFICATIONS.

STATION ID SHOWN FOR THE PPCP, AND COMPARED TO THE VALUES USED AND

CO-OPS NWLON DATABASES, BASED ON THE PERMANENT IDENTIFIER (PID) OR GAGE

NATIONAL SPATIAL REFERENCE SYSTEM (NSRS) NGSIDB, OPUS-DB, AND/OR NOAA

PPCP COORDINATE AND ELEVATION DATA ARE OBTAINED FROM THE CURRENT NOAA

PRIMARY PROJECT CONTROL POINTS (PPCP):

FROM THE JACKSONVILLE DISTRICT. REFER TO SURVEY NOTES FOR “KTD”FILE NAME.

DATUM MODEL (KTD FILE), REFERENCED IN THE NOTES ACCOMPANYING EACH SURVEY

THIRD PARTY ATTEMPT TO DUPLICATE THIS SURVEY SHALL OBTAIN THE KINEMATIC TIDE

CORRECT OBSERVED ORTHOMETRIC HEIGHTS TO THE MLLW REFERENCE DATUM. ANY

THIS MODIFIED VDATUM BASED KINEMATIC TIDE DATUM MODEL “KTD FILE”IS USED TO

AND THE VDATUM MODEL FILE ARE NOT TO BE CONSIDERED EQUALIVALENT.

PARTICULAR REACH OF A NAVIGATION PROJECT. AS A RESULT OF THIS, THE KTD FILE

THE PUBLISHED TIDE GAUGE DATUM VALUES AT DISCREET POINTS ALONG A

OMISSIONS IN THE ORIGINAL VDATUM COVERAGE, OR GROSS DISAGREEMENTS WITH

ADDITIONS NOT FOUND IN THE VDATUM MODEL. THESE EDITS ARE A RESULT OF EITHER

THOUGH DERIVED FROM THE VDATUM MODEL, THE KTD FILE MAY CONTAIN EDITS OR

BY THE HYDROGRAPHIC SOFTWARE FOR REAL TIME VERTICAL DATUM CORRECTIONS.

MODEL WAS USED TO CONSTRUCT A KINEMATIC TIDAL DATUM GRID FILE (KTD) FOR USE

VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 01, RELEASE 09 APRIL 2010. THIS

THE NAVD88-MLLW RELATIONSHIP FOR THE PROJECT IS DERIVED FROM THE NOAA

TIDAL MODEL:

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

BASED ON THE NOAA 1983-2001 NATIONAL TIDAL DATUM EPOCH. ORTHOMETRIC

THE TIDAL REFERENCE GRADE FOR THIS PROJECT IS MEAN LOWER LOW WATER (MLLW),

:VERTICAL REFERENCE SYSTEM

FOR THIS PROJECT.

PROJECT DIMENSIONS, AS SHOWN IN THE MASTER CHANNEL FRAMEWORK DESIGN FILE

OTHERWISE INDICATED, CHANNEL WIDTHS AND LIMITS CONFORM TO THE AUTHORIZED

RELATIVE TO THE INDICATED CHANNEL BASELINE FOR EACH CHANNEL REACH. UNLESS

ARE THE U.S. SURVEY FOOT. CHANNEL STATIONING AND OFFSET COORDINATES ARE

STATE PLANE COORDINATE SYSTEM (SPCS)WEST ZONE (0902). MEASUREMENT UNITS

SPATIAL REFERENCE SYSTEM (NSRS). GRID COORDINATES ARE SHOWN IN THE FLORIDA

DATUM OF 1983 (NAD83), BASED ON THE CURRENT VERSION OF THE NOAA NATIONAL

THE HORIZONTAL REFERENCE DATUM FOR THIS PROJECT IS THE NORTH AMERICAN

:HORIZONTAL REFERENCE SYSTEM

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

SURVEY CONTROL

872 5366 TIDAL 2

ESTERO 101

STALEY

AD1372

BBDV83

BBCJ30

771,620.SC

764,427.98

772,525.50

671,370.SC

681,535.06

671,059.47

4.46

N/A

2.27

4.73

4.00

HORIZONTAL AND VERTICAL CONTROL POINT

VERTICAL CONTROL / TIDE CALIBRATION POINT

HORIZONTAL CONTROL.

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

872 5366 TIDAL 2

STALEY

ESTERO 101

23.8

23.7

23.5

23.4

23.3

23.2

23.1

23.0

22.9

22.8

22.7

22.6

22.5

22.3

22.2

21.9

21.8

21.7

21.6

21.4

CHANNEL SURVEY NOTES:

21.3 21.3

21.2

21.1

21.0

20.8

20.8 20.8

20.8

20.7

20.6

20.4

20.3

20.2

20.1

19.9

19.8

19.7

19.5

19.4

19.4 19.3

19.3

19.3 19.3

19.2

19.1

19.1 19.0

18.8

18.7

18.6

18.5

18.4

18.3

18.2

18.1

18.0

17.9

17.8

17.7

17.6

17.4

17.2

17.1

16.9

16.8

16.7 16.7

16.6

16.5

16.3

16.2

16.0 16.0

16.0

15.9

15.8

15.5

15.4 15

15.3

15.1

15.0

14.9

14.8

14.8 14.8

14.7

14.6

14.4

14.2

14.1

14.0

13.9

13.7

13.6

13.4

13.3

13.0

12.8

12.7

12.4

12.3

12.2

12.0

11.9

11.8

11.7

11.5

11.4

11.3

11.2

11.1

11.0

10.9

10.8

10.7

10.6

10.5

10.4

10.3

10.2

10.0

9 9.

9.9

9.8

7 9.

9.7

6 9.

9.6

4 9.

9.4

3 9.

9.3

2 9.

9.2

9.1

0 9.

9.0

9 8.

8.9

8 8.

8.8

8.7

8.6

5 8.

8.5

8.4

3 8.

8.3

2 8.

1 8.

8.1

8.0

7.9

8 7.

7.8

6 7.

7.5

7.3

7.0

6.9

6.8

6.7

6.5

6.2

6.26.

5.6

5.65.

4.8

4.1

2.0

1.4

1.3

1.1

1.0

0.7

0.6

0.6 .6

0.5 0.5

0.3

0.2

0.1

0.1 0.1

0.1 .1

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

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

DRAWING NO.

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

DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

J .E .B

J .W .L

N D

-F

O O

T P

R O J

E C

M A

T E

N A

N C

E D

R E

D G

G G

R O

U P -1

-J

F T M

Y E

R S B

E A

C H H

A R

B O

R F

L O

A M

A R

C H

(SEE NOTE 3)

SIDE SLOPE DREDGING AREA

SEE NOTE 4

PROJECT RIGHT OF WAY LINE

SEE NOTE 4

PROJECT RIGHT OF WAY LINE

(NOT FIELD LOCATED)

EXISTING TERMINAL GROIN

Y = 773000

Y = 772500

S T

CUT-1

RGE. 275

RGE. 200

RGE. 125

RGE. 75

GRAPHIC SCALE

200'100'0100'

C-01

D R

E D

G E P

L A

-F

M B

H -N

G P

L N l.

d g n

MATCHLINE DW

G C-2 STA. 4+00 CUT-3

Y = 774500

Y = 774000

P.I. STA. 45+28.96 CUT-1

P.I. STA. 0+00 CUT-2A

C U T -2

P.I. STA. 0+00 CUT-3

P.I. STA. 5+68.74 CUT-2A

C U

T -3

SETTLING BASIN

S T

2-FOOT ALLOWABLE OVERDEPTH

12-FOOT REQUIRED DEPTH PLUS

S T

U T -1 T

H R

U S

T A

U T -3

RGE. 75

RGE. 49

S T

NOTES:

S T

R G E

R G E . 75

R G E -25

RGE 225

RGE -25

R G

E .5

R G

E .5

R G

E .5

C U

T -3

R G

E .5

C U T -2

5. SECURITY FENCE SHALL BE 1 FOOT CHANNEL SIDE OF ROW.

4. UPLAND DREDGE PIPELINE SHALL NOT CROSS PROJECT ROW LINE SHOWN ON DRAWING.

THIS LINE WILL BE ADJUSTED AFTER THE PRE-DREDGE SURVEY HAS BEEN COMPLETED.

CURRENT SURVEY TO THE REQUIRED SLOPE AND EACH 1+00 STATION POINT.

3. SIDE SLOPE DREDGING SHOWN IS THE INTERSECTION POINT BETWEEN THE

2. CONTROL FOR SURVEY 16-037 IS SHOWN ON DWG. G-03.

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

C-03

V B -F

T M

-C

-1

V B -F

T M

-C

-2

V B -F

T M

-C

-4

V B -F

T M

-C

-3

V B -F

T M

-C

-5

V B -F

T M

-C

A -1

M P -0

-V

V B -F

T M

-0

V B -F

T M

-0

1 "D B

N -4

"N U

N -2

-6"

"LT-7"

-3"

-5"

"D B N -2"

"D B N -8"

"LT-9"

"IN

_SIG

PLANE COORDINATES

AIDS TO NAVIGATION

-0.0

+0.1 +0.1

+0.2 +0.2

+0.3

+0.3 +0.3

+0.3

0.3

+0.4

+0.4 +0.4 +0.4

+0.4

+0.5

+0.5 +0.5

+0.6 +0.6

+0.6 +0.6 +0.6

+0.6

+0.6 +0.6 +0.6 +0.6

+0.6

0.6

+0.7

+0.7 +0.7

+0.7

+0.7 +0.7 +0.7 +0.7

+0.7

+0.8

+0.8 +0.8 +0.8 +0.8 +0.8 +0.8 +0.8

+0.8

0.8

+0.9

1.0

+1.0

1.1

+1.1

+1.2

1.3

+1.3

1.4

+1.4

1.5

+1.5

1.6

+1.6

+1.7

+1.8

1.9

+1.9

+2.0

2.1

+2.1

+2.2

+2.3

2.4

+2.4

+2.5

+2.6

+2.7

+2.8

+2.9

+3.0

+3.1

+3.2 +3.3

+3.3

+3.4 +3.4

+3.4

3.5

+3.5

+3.5 +3.5

+3.5

+3.6

+3.7

+3.7 +3.7 +3.7 +3.7 +3.7

+3.8 +3.8

+3.8

+3.8 +3.8 +3.8 +3.8

+3.8

+3.9

+3.9 +3.9

+4.0

+4.0 +4.0

+4.0

+4.0 +4.0 +4.0 +4.0 +4.0

+4.1

+4.1 +4.1

+4.1 +4.2

+4.2

+4.2 +4.2 +4.2

+4.3 +4.3

+4.3

+4.3 +4.3 +4.3

+4.4 +4.4

+4.4

4.5

+4.5 +4.5

+4.5

+4.6

4.7

+4.7

+4.8

+4.9

+5.0

+5.1 +5.1 +5.1

+5.2 +5.2 +5.2

LT-7 (01/16) 666,782 775,328

667,087 775,142

774,858666,297DBN-4 (01/16)

775,072666,688DBN-6 (01/16)

DBN-8 (01/16)

667,498 775,305

667,195 775,455

LT-9 (01/16)

667,230 774,925

774,654666,069NUN BUOY-2A (01/16)

774,990666,186GBL-5 (01/16)

DBN-2 (01/16) 665,656 774,067

665,484 774,207CAN BUOY-3 (01/16)

INFO SIGN (01/16)

REFERENCE BASE LOCATED AT "ESTERO-101" (PID: BBDV83"

REFERENCE BASE LOCATED AT "STALEY" (PID: BBCJ30)

FOR POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

7. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS

6. ALL STATIONING REFERS TO THE CENTERLINE OF THE CHANNEL.

NORTH AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR THE WEST ZONE OF FLORIDA AND REFERENCED TO

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

A (+) SIGN.

4. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEEDED BY

TIDE DATUM (KTD) MODEL. KTD FILE NAME IS: "SPC-FL-WEST-2010-12-07.KTD".

(RTK) GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC

3. TIDAL REDUCTIONS WERE OBTAINED UTILIZING A REAL-TIME KINEMATIC

NOAA TIDAL STATION 872-5366 (PID: AD1372) ALL CUTS.

SPECIFIED BELOW:

HEIGHTS OF THE BENCH MARKS ASSOCIATED WITH THE TIDE GAGE SITE

VDATUM MODEL WAS USED AND CALIBRATED TO THE PUBLISHED MLLW

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA). NOAA'S

LOW WATER (MLLW) OF THE 1983-2001 TIDAL EPOCH, AS REPORTED BY THE

2. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MEAN LOWER

1. REFER TO SURVEY NO. 16-037.

SURVEYING, 30 NOV 13.

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

QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS

10. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND

AT THE TIME OF THE SURVEY.

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS

CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE

9. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

8. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

TOPOGRAPHIC14 JAN 2016 BOSTICH POINT SHOAL

SB-4812-14 JAN 20161-10, TURNING BASIN

VESSELDATE OF SURVEYCUT

IN HIGH FREQUENCY.

COMBINATION SIDESCAN AND MULTI-BEAM. ALL SOUNDINGS SHOWN ARE

VERTICAL MEASUREMENTS WERE MADE USING AN EDGETECH 6205

.3 .3

.8 .8

.5 .5

.4 .4 .4

9 9.

8 9.

7 9.

69.

5 9.

3 9.

2 9.

0 9.

09.

0 9.

.0 9 .0

9 8.

8 8.

7 8.

6 8.

5 8.

3 8.

2 8.

6 7.

5 7.

4 7.

3 7.

1 7.

0 7.

9 6.

5 6.

4 6.

3 6.

2 6.

0 6.

9 5.

8 5.

6 5.

8 4.

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

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

DRAWING NO.

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

DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

J .E .B

J .W .L

N D

-F

O O

T P

R O J

E C

M A

T E

N A

N C

E D

R E

D G

G G

R O

U P -1

-J

F T M

Y E

R S B

E A

C H H

A R

B O

R F

L O

A M

A R

C H

(SEE NOTE 3)

DREDGING AREA

SIDE SLOPE

X= 667500

X= 668000

X= 668500

RGE. 262.5

R G E . 2

RGE. 200

R G E . 1

RGE. 137.5

S T A . 5

P.I. STA. 0+00 CUT-4

P.I. STA. 18+31.35 CUT-3

CUT-3

C U T -4

M A

T C

H L

E D

W G C

-0 S

T A

U T -3

X= 667000

X= 666500

X= 666000

GRAPHIC SCALE

200'100'0100'

C-02

-F

M B

H -N

G P

L N l.

d g n

D R

E D

G E P

L A

C U

T -3

C U

T -3

C U

T -3

S T

U T -3 T

H R

U S

T A

U T -4

2-FOOT ALLOWABLE OVERDEPTH

12-FOOT REQUIRED DEPTH PLUS

S T

U T -3

S T

A .8

U T -3

RGE. 262.5

RGE. 320.6

S T

A .3

C U

T -3

NOTES:

S T

A . 1

U T -4

THE PRE-DREDGE SURVEY HAS BEEN COMPLETED.

EACH 1+00 STATION POINT. THIS LINE WILL BE ADJUSTED AFTER

BETWEEN THE CURRENT SURVEY TO THE REQUIRED SLOPE AT

3. SIDE SLOPE DREDGING SHOWN IS THE INTERSECTION POINT

2. CONTROL FOR SURVEY 16-037 IS SHOWN ON DWG. G-03.

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

C-03

V B -F

T M

-C

-1

V B -F

T M

-C

-2

V B -F

T M

-C

-1

V B -F

T M

-C

-2

V B -F

T M

-0

V B -F

T M

-0

V B -F

T M

-C

-3

"D B

N -1

"D B

N -1

"I N

F O S

"L T -1

"I N

F O S

PLANE COORDINATES

AIDS TO NAVIGATION

"D B

N -1

667,416 774,800DBN-10 (01/16)

667,648 773,928LT-12 (01/16)

667,717 774,345DBN-11 (01/16)

667,811 774,334

667,953 773,711DBN-13 (01/16)

INFO SIGN (01/16)

EXISTING BOTTOM

EXISTING BOTTOM EXISTING BOTTOM

C-03

-F

M B

H -N

G s e c ti o n s .d g n

D R

E D

G T

Y P

A L C

R O

S S S

E C

N S

NOTES:

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

CROSS SECTION AT STA 28+00 CUT-1A

C-01

VERT = SCALE "B"

HORZ = SCALE "A"

CROSS SECTION AT STA 37+00 CUT-1B

C-01

VERT = SCALE "B"

HORZ = SCALE "A"

CROSS SECTION AT STA 12+00 CUT-3C

C-02

VERT = SCALE "B"

HORZ = SCALE "A"

R G

12 - FOOT REQUIRED DEPTH

2 - FOOT ALLOWABLE OVERDEPTH

R G

12 - FOOT REQUIRED DEPTH

2 - FOOT ALLOWABLE OVERDEPTH

12 - FOOT REQUIRED DEPTH

2 - FOOT ALLOWABLE OVERDEPTH

R G

CL CL

GRAPHIC SCALE

100'50'050'

"A"

"B"

R G

105'05'

R G

R O

R G

R O

R G

R O

R G

R O

R G

R O

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

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

DRAWING NO.

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

DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

J .E .B

J .W .L

N D

-F

O O

T P

R O J

E C

M A

T E

N A

N C

E D

R E

D G

G G

R O

U P -1

-J

F T M

Y E

R S B

E A

C H H

A R

B O

R F

L O

A M

A R

C H

SETTLING BASIN

E L E

V A

N I

N F

E E

L L

100 -100300400500

E L E

V A

N I

N F

E E

L L

E L E

V A

N I

N F

E E

L L

E L E

V A

N I

N F

E E

L L

E L E

V A

N I

N F

E E

L L

E L E

V A

N I

N F

E E

L L

200 0RANGE

100 -100300400500 200 0RANGE 100 -100300400500 200 0RANGE

AREA TO BE DREDGED

PROJECT CHANNEL

10 1010 10

20 2020 20

+10+10+10+10

+10 +10

AREA TO BE DREDGED

PROJECT CHANNEL

10.4 10.5 10.4 10.4 10.4

10.4

10.3

10.1

10.0

9.9

9.9 9.9

9.8

9.8 9.8

9.8

9.8 9.7

9.7

9.8

9.7

9.7 9.7

9.7

9.7 9.7

9.7

9.6

9.7

9.6

9.5

9.5 9.5

9.5

9.5 9.5

9.5

9.5 9.5

9.4

9.4 9.4

9.4

9.4 9.4

9.4

SLOPE 1V:20H

9.4

9.4 9.4

9.4

9.4 9.4

9.4

9.3

9.3 9.3

9.3

+-9.2 9.2

9.2 9.2

9.3 9.2 9.2

9.2

9.3

9.2

9.3

9.2

9.3

9.2

9.1 9.1

9.1

9.1 9.1

9.1

9.1 9.1

9.1

9.1 9.1

9.1

Y=769,009.50

X=671,339.00

Y=769,062.4

X=671,467.0

9.0

9.0 9.0

9.0

9.0 9.0

9.0

8.9

8.9 8.9

8.9 8.9 8.9

8.9

8.8

8.9

8.8 8.8 8.8

8.8

8.7

8.8

8.7 8.7

8.7

8.7 8.7

8.7

8.7 8.7 8.7

8.7

8.6

8.7 8.7

8.6 8.6

8.6

8.6 8.6

8.6

8.6 8.6

8.6

8.6 8.6 8.6

8.6

8.5

8.6

8.5 8.6 8.6

8.6 8.6

8.6

8.5 8.5

8.5

8.5 8.5 8.5

8.5

8.5 8.5

8.5

8.4

8.5

8.4

8.5

8.4

8.4 8.5

8.5

8.4

8.4 8.4

8.4

8.4 8.4 8.4

8.4

8.4 8.4

8.4

8.3

8.4

8.3

8.4

8.3

8.3 8.3

8.3

8.3 8.3 8.3

8.3

8.3 8.2

8.3

8.2

8.3

8.2

8.3

8.2

8.2 8.2

8.2 8.2 8.2 8.2 8.2

8.2

8.2 8.2

8.2

8.2 8.2 8.2

8.2

8.2 8.2 8.2

8.2

8.1

8.2 8.2

8.2

8.1

8.2 8.2

8.1

8.1 8.2

8.1

8.2

8.1 8.1

8.1

8.1 8.1

8.1

8.1 8.1

8.1

8.1 8.1

8.1

8.0

8.0 8.0 8.0

8.0 8.0

8.0

8.0 8.0

8.0

8.0 8.0

8.0

8.0 8.0

8.0

7.9

8.0 7.9

7.9

8.0

8.0 7.9

7.9

7.9 7.9

7.9 7.9 7.9

7.9

7.9 7.9

7.9

7.9 7.9 7.9

7.9 7.9

7.9

7.8

7.8 7.8

7.8 7.8 7.8

7.8

7.8 7.8

7.8

7.8 7.8

7.8 7.7

7.8

7.7

7.7 7.7

7.7

7.7 7.7

7.6

7.6 7.6

7.6

7.6 7.6 7.6

7.6

7.6 7.6

7.5

7.5 7.5

7.5

7.5 7.5 7.5

7.4

7.4 7.4

7.4

7.4 7.4

7.3

7.3 7.3

7.3

7.3 7.3

7.2 7.2 7.2

7.2

7.2 7.2

7.2

7.1

7.1 7.1

7.1

7.0 7.0

7.0

7.0 7.0

7.0

7.0 7.0

7.0

7.0 7.0

6.9 6.9

6.9

6.9 6.9

6.9

6.8

6.8 6.8 6.8

6.8

6.7

6.7 6.7

6.7

6.7 6.7

6.7

6.6

NORTHERN NEARSHORE BOUNDARY AREA

SOUTHERN NEARSHORE BOUNDARY AREA

6.5

6.4

6.4 6.4

6.4

6.3

6.3 6.3

6.3

6.2

6.2 6.2

6.2

6.2 6.1

6.1

Y=769,393.2

X=671,509.8

Y=769,354.6

X=671,534.6

6.0

6.0 6.0

5.9

5.8

5.8 5.7

5.7

5.6

5.6 5.6

5.6

5.5

5.4

5.3 5.3

5.3

5.2 5.2 5.2

5.2 5.2

5.2

5.1

5.1 5.1

5.0

4.9

5.0 4.8

4.8

4.7 4.6

4.5

4.4 4.4

4.4

4.3

4.3 4.3

4.1

4.0

3.9

3.9 3.8

3.8

3.7

3.7 3.2

3.1

3.0

2.8 2.8

2.6

2.7 2.7

2.6

2.5

(2.5 NAVD88)

TOP OF FILL

(2.5 NAVD88)

TOP OF FILL

2.4

2.2

2.1

SURVEY BOUNDARY LINE

2.0

SURVEY BOUNDARY LINE

2.0

1.9

1.7

1.6 1.5

1.6

1.4 1.4

1.4

1.3 1.2

1.2

1.0

0.2

CLOCKWISE FROM NORTH.

IN DEGREES FROM SPECIFIED R-MONUMENT AND ARE RECKONED

FEET AND TENTHS AND REFER TO NAVD 1988; PROFILE AZIMUTHS ARE

NORTH AMERICAN DATUM OF 1983 (NAD83(90); ELEVATIONS ARE IN

COORDINATE SYSTEM AND REFERENCED TO 1990 ADJUSTMENT TO THE

COORDINATES SHOWN ARE BASED ON THE FLORIDA STATE PLANE WEST

0.1

LINE (TYP.)

SURVEY AZIMUTH

FDEP PREFERRED

0 0 0

0 0 0 0 0 0 0 0

NEARSHORE PLACEMENT AREA

C R

E S

C E

N T S

P R

O D

SANTOS RD

C A

R O

A A

V E

A M

A R S

O H

V E

P E

A R

L S

D E

L M

A R A

V E

F A

W E

A T

H E

R L

M A

N G

O S

ESTERO BLVD

P A

L M A

V E

C O

L L E

G E A

V E

A V

E N

U E A

C A

N A

L S

M A

T C

H L

E D

W G C

-0

GRAPHIC SCALE

200'100'0100'

C-04

E N

A M

E H

E R

P O

S A

N E

A R

S H

O R

E P

L A

C E

M E

N T A

R E

Y= 7

NOTES:

NEARSHORE DISPOSAL AREA SURVEY NOTES:

Y= 7

2016 SURVEY

2015 SURVEY

2016 SURVEY

2015 SURVEY

FDNR REFERENCE MONUMENT 12 83 A25-2, ELEV. 3.37 FEET NAVD88

FDNR REFERENCE MONUMENT 12 80 A27-2, ELEV. 4.94 FEET NAVD88

2015 SURVEY.

7. THE FOLLOWING PUBLISHED BENCHMARKS WERE USED TO CONTROL THE

NORTH AMERICAN DATUM OF 1983 (NAD83(90).

COORDINATE SYSTEM AND REFERENCED TO 1990 ADJUSTMENT TO THE

6. PLANE COORDINATES ARE BASED ON THE FLORIDA STATE PLANE WEST

(+) SIGN.

ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A

5. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO NAVD 1988. ALL

DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP).

ENGINEERING CONSULTANTS INC ON JUNE 6, 2015 FOR THE FLORIDA

4. 2015 ANNUAL MONITORING SURVEY WAS PERFORMED BY COASTAL

3. MLLW DATUM TO NAVD88 IS 2.1 FEET.

AND CONTROL SHOWN ON DWG. G-03.

SHOWN ON DWG. G-03. 2015 SURVEY NOTES ARE PROVIDED BELOW

2. SURVEY #16-037 NOTES ARE PROVIDED ON SHEET C-01 WITH CONTROL

LIMITS BETWEEN THE TWO SURVEYS.

SURVEY LIMIT LINE IS SHOWN ON THE DWGS TO DEMARCATE THE

SURVEY #16-037 AND 2015 ANNUAL MONITORING SURVEY. #16-037

1. TWO SURVEYS ARE PROVIDED FOR NEARSHORE PLACEMENT AREA:

AND NOT EXCEED AN ELEVATION OF 2.5 FEET (NAVD88) WITH A +0.5 TOLERENCE.

ALLOW SLOUGHING OUTSIDE THE PERMITTED NEARSHORE BOUNDARY AREA,

5. FILL PLACEMENT IN THE NEARSHORE AREA SHALL BE UNIFORM, NOT

SPECIFICATION SECTION 01 57 25 FOR TURBIDITY AND MONITORING.

PURPOSES, AND ACCOUNTS FOR SPREADING OF DISPOSAL FILL. SEE

4. THE TOP OF FILL LINE SHOWN ON THE PLANS IS SHOWN FOR PLANNING

SHALL OCCURE WITHIN HATCHED AREA SHOWN ON THE PLANS.

3. NO FILL IS PERMITTED BEYOND THE BOUNDARY WHERE FILL PLACEMENT

PROVIDE BETTER COVERAGE OUTSIDE THE NEARSHORE PLACEMENT AREA.

2015 ANNUAL MONITORING SURVEY WAS ADDED TO THE PLANS TO

2. REFER TO THIS DWG. FOR NEARSHORE DISPOSAL AREA SURVEY NOTES.

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

R-182

R-183

R-184

X Y

DATE

MON.

DEP GIVEN CONTROL

(NAD83 (90))

PLANE COORDINATES

(NAVD88)

ELEV.

MON.

AZ.

PROFILE

4.66

4.72

5.17

673,525.66

769,692.89

769,985.58

768,960.43

672,571.09

671,773.89

1-Apr

Jan-82

R-184

R-183

R-182

C-06

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

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

DRAWING NO.

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

DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

J .E .B

J .W .L

N D

-F

O O

T P

R O J

E C

M A

T E

N A

N C

E D

R E

D G

G G

R O

U P -1

-J

F T M

Y E

R S B

E A

C H H

A R

B O

R F

L O

A M

A R

C H

+0.1

+0.6

+0.6 +0.8

+1.4

+2.1 +2.2

+2.4

+2.4 +2.4 +2.4

+2.4

+2.5

+2.6

+2.7

+2.8

+2.9

+3.0

+3.2

+3.7+4.1

+4.1

+4.5+4.5

+4.5 +4.7

+4.8

+5.0

+5 +5 +5 +5 +5 +5 +5 +5 +5 +5 +5

+5 +5 +5.2

+5.3+5.2

B O

U N

D A

R Y A

R E

W E

S T

E R

N N

E A

R S

H O

R E

11.0 11.0 11.0 10.9

10.9

10.9 10.9 10.9 10.9 10.9

10.8

10.8 10.8 10.8

10.7

10.6

10.6 10.6 10.6

10.6

10.5 10.6 10.5 10.6

10.6 10.6 10.6

10.6

10.5

10.5 10.5

10.5

10.4

10.4 10.5

10.4

10.4 10.4

10.4

10.3 10.3

10.4

10.3

10.3 10.3

10.3

10.3 10.3

10.2 10.2

10.3

10.2 10.3

10.2

10.1

10.2 10.2

10.2

10.1

10.0

10.1 10.0

10.1

10.0 10.1 10.1 10.1 10.1

10.0

10.0 10.0

10.0

10.0 10.0

10.0

9.9

9.9 9.9

9.9

9.9 9.9 9.9

9.9

9.8

9.8 9.8

9.8

9.8 9.8

9.8

9.8 9.8

9.8

9.7 9.8

9.7

9.7 9.7

9.7

9.6

9.7

9.6

9.6 9.6

9.6 9.6 9.6

9.6

9.6 9.6 9.6

9.6

9.5

9.5 9.5

9.5

9.5 9.5

9.5 9.5 9.5

9.4

SLOPE 1V:20H

9.4

9.4 9.4

9.4

9.3

9.3 9.3

9.3

9.3 9.3

9.3

9.3 9.3

9.2 9.2 9.2

9.2 9.2 9.2 9.2

9.2

9.2 9.2

9.2 9.2 9.2 9.2

9.2

9.1

9.1 9.1

9.1

9.1 9.1

9.1

9.1 9.1

9.1

9.0

9.0 9.0

9.0

9.0 9.0

9.0

8.9

8.9 8.9

8.9

8.9 8.9 8.9

8.9

8.9 8.9

8.9 8.9 8.9 8.9 8.9

8.8

8.8 8.8

8.8

8.7

8.7 8.7 8.7

8.7

8.7 8.7

8.7

8.6

8.6 8.6

8.6

8.5 8.5

8.5

8.5 8.5

8.5

8.4

8.4 8.4 8.4

8.4 8.4 8.4 8.4

8.4

8.4 8.4 8.4

8.4

8.3 8.3 8.3 8.3

8.3 8.3

8.3

8.3 8.3

8.2

8.2 8.2

8.2

8.2 8.2 8.2

8.1 8.1

8.1

8.1 8.1 8.1

8.1

8.1 8.1

8.0

8.0 8.0 8.0

8.0

7.9

7.9 7.9

7.9

7.8

7.8 7.8

7.8

7.7

7.7 7.7

7.7

7.6

7.6 7.6

7.6

7.5

7.5 7.5

7.5

7.4

7.4 7.4 7.4

7.4

7.3 7.3

7.3

7.3 7.3 7.3

7.3

7.2

7.2 7.2

7.2

7.1

7.1 7.1

7.0

7.0 7.0

7.0

7.0 7.0

6.9

6.9 6.9

6.9

6.8

6.8 6.8

6.7

6.7 6.7

6.6

6.6 6.6

NORTHERN NEARSHORE BOUNDARY AREA

SOUTHERN NEARSHORE BOUNDARY AREA

6.5 6.5

6.4 6.4

6.3

6.3 6.3

6.3

6.3 6.3

6.2

6.1

Y=766,569.10

X=676,820.30

Y=766,952.80

X=676,991.10

Y=766,690.8

X=676,781.8

Y=766,952.0

X=676,976.4

6.0

6.0 6.0

5.9

5.9 5.9 5.9

5.9

5.8

5.8 5.8

5.7

5.6

5.6 5.6

5.6

5.5

5.4

5.4 5.4

5.3

5.3 5.2

5.2

5.2 5.1

5.1

5 5

5.0

5.0 5.0

5.0

4.9

4.9 4.9

4.8 4.8

4.8

4.7

4.7 4.7 4.7

4.6

4.5

4.4

4.3

4.3 4.2

4.2

4.1 4.1

4.1

NEARSHORE PLACEMENT AREA

4.0

4.0 4.0

3.9 3.9

3.7

3.6

3.2

3.1 3.1

3.0 3.0

2.7

2.6

2.5

(2.5 NAVD88)

TOP OF FILL

(2.5 NAVD88)

TOP OF FILL

2.5

2.4

2.1

2.0 1.9

1.9

0.9 0.8

CLOCKWISE FROM NORTH.

IN DEGREES FROM SPECIFIED R-MONUMENT AND ARE RECKONED

FEET AND TENTHS AND REFER TO NAVD 1988; PROFILE AZIMUTHS ARE

NORTH AMERICAN DATUM OF 1983 (NAD83(90); ELEVATIONS ARE IN

COORDINATE SYSTEM AND REFERENCED TO 1990 ADJUSTMENT TO THE

COORDINATES SHOWN ARE BASED ON THE FLORIDA STATE PLANE WEST

X Y

6.14

4.55

5.51

6.48

4.42

677,393.90

767,772.86

767,953.07

768,271.07

768,650.07

767,237.06

676,626.59

675,987.40

675,299.90

674,405.89

Jan-82

COE1996

Jan-82

Jul-88

Jan-74

R-187A

R-187

R-186A

R-186

R-185

0.2 0.1

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

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

DRAWING NO.

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

DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

J .E .B

J .W .L

N D

-F

O O

T P

R O J

E C

M A

T E

N A

N C

E D

R E

D G

G G

R O

U P -1

-J

F T M

Y E

R S B

E A

C H H

A R

B O

R F

L O

A M

A R

C H

SHORELINE

APPROXIMATE

LINE (TYP.)

SURVEY AZIMUTH

FDEP PREFERRED

SURVEY

LIMIT OF 2005

SURVEY BOUNDARY LINE

0 0 0 0 0

Y= 7

0 ESTERO BLVD

C O

L L E

G E A

V E

M A

N G

O S

P O

M P

A N

O S

S C

H O

O L S

B A

Y R

L O

V E

R S L

ESTERO BLVD

E G

R E

T D

C O

N U

T D

S A

N D D

O L L

A R D

S H

U F F

L E

B O

A R

D D

D O

N O

R A B

L V

V O

O R

M A

T C

H L

E D

W G C

-0

C-05

GRAPHIC SCALE

200'100'0100'

E N

A M

E H

E R

P O

S A

N E

A R

S H

O R

E P

L A

C E

M E

N T A

R E

W A

Y T

R O

A L S

H O

R E

NOTES:

Y= 7

NEARSHORE PLACEMENT GUIDELINES.

2. REFER TO DWG C-04 NEARSHORE SURVEY NOTES AND GENERAL

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

2016 SURVEY

2015 SURVEY

2016 SURVEY

R-185

R-186

R-186A R-187

R-187A

DATE

MON.

MON. (NAD83 (90))

PLANE COORDINATES

(NAVD88)

ELEV.

MON.

AZ.

PROFILE

DEP GIVEN CONTROL

C-06

+0.7 +0.9

+2.1 +2.1

+2.5

+2.7

+2.6+2.7+2.7 +2.7

+2.7

+2.8

+2.9+2.9+2.9

+3.7

+3.9

+4.0+4.0

+4.0

+4.1

+4.2

+4.3

+4.4

+4.6

+5 +5

+5 +5.2 +5.3

+5.5

+5.8

B O

U N

D A

R Y A

R E

E A

S T

E R

N N

E A

R S

H O

R E

EXISTING PROFILE - 16-037 SURVEY

C-06

N E

A R

S H

O R

E T

Y P

A L C

R O

S S S

E C

N S

-F

M B

H -N

G s e c ti o n s n e a rs h o re .d g n

NOTES:

SHOWN ON PLAN DRAWINGS

2. DISTANCES SHOWN ARE MEASURED ALONG THE RANGE MONUMENT AZIMUTHS

2. HORIZONTAL DISTANCES FOLLOW ALONG CHANNEL CENTERLINE AT RANGE 200.

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

C-04

VERT = SCALE "B"

HORZ = SCALE "A"

GRAPHIC SCALE

100'50'050'

"A"

"B"

CROSS SECTION AT R-183

ELEV = 2.5

C-05

VERT = SCALE "B"

HORZ = SCALE "A"

CROSS SECTION AT R-185

C-05

VERT = SCALE "B"

HORZ = SCALE "A"

CROSS SECTION AT R-186A

105'05'

THIS AREA

DID NOT COVER

2015 FDEP SURVEY

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

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

DRAWING NO.

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

DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

J .E .B

J .W .L

N D

-F

O O

T P

R O J

E C

M A

T E

N A

N C

E D

R E

D G

G G

R O

U P -1

-J

F T M

Y E

R S B

E A

C H H

A R

B O

R F

L O

A M

A R

C H

NEARSHORE FILL TEMPLATE

EXISTING PROFILE - 2015 FDEP SURVEY

SURVEY BOUNDARY LINE

200300400500600700800900

0100200300400500600700800900

DISTANCE IN FEET FROM R MONUMENT

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

20 20

1200 10001100

1200 1100 1000

+10 +10

+10+10

+10 +10

10001100120013001400

G-01

G-02

G-03

C-01

C-02

C-03

C-04

C-05

C-06

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