Jax_Harbor_MD_FY17.pdf

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Attached to: Jacksonville Harbor Maintenance Dredging, 40-Foot Project, Bar Cut-3 Through Cut-9, Duval County, Florida
Solicitation number: GROUP4-10-R-J033
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PLANS FOR

V E

"INCREASE PROFIT -- SUBMIT VECP'S"

NO. GROUP4-10-R-0000

TO ACCOMPANY SOLICITATION

JACKSONVILLE HARBOR

MAINTENANCE DREDGING

DUVAL COUNTY, FLORIDA

BAR CUT-3 THROUGH CUT-9

40-FOOT PROJECT

122188-JHMD17-GI001cov.dgn

Risk

Lower of Engineers

US Army Corps

$AFETY PAY$

In Many Ways!

Jacksonville District

P ro du ct iv ity

In cr ea se d

Quality

Increased

O V

E R

H E

A D E

L E

C T

A L

E R

H E

A D E

L E

C T

E R

H E

A D E

L E

C T

GULF OF MEXICO

T L A

N T

C E

A N

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

COCOA

ORLANDO

WEST

PALM

BEACHFT MYERS

MIAMI

TAMPA

KEY WEST

LOCATION MAP

COVER DRAWING

ELEVATION (FEET)

MLLW

NAVD88

P.I.

STA.

RGE.

MEAN LOWER LOW WATER

NORTH AMERICAN VERTICAL DATUM OF 1988

POINT OF INTERSECTION

STATION

RANGE

NAD83 NORTH AMERICAN DATUM OF 1983

EL. / ELEV.

S. SOUTH

NO. NUMBER

N. NORTH

NOT TO SCALEN.T.S.

HORIZONTAL

E. EAST

DWG. DRAWING

C/L. CENTERLINE

APPROX. APPROXIMATE

W. WEST

VERTICALVERT.

N.T.S.

HORIZ.

AIDS TO NAVIGATION

ELEVATION AND LOCATION

CHANNEL LIMITS

OF WORK

LOCATION

49.5

CONTROL DATA

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

JACKSONVILLE BEACH

NAVAL STATION MAYPORT

192,000

12,00011,000

UPLAND DISPOSAL AREA

111,000

55,000

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

G-02

G E

N E

R A

GENERAL NOTES:

CUT-

C U T

C U T -6

C U

T -7

CUT-5

CUT-4

X ,0

Y=2,170,000

Y=2,180,000

Y=2,190,000

Y=2,200,000

Y=2,210,000

Y=2,220,000

G-01

G-02

G-03

G-04

23,000

C-06

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

S T J O

H N S

R I V E R

NOTE:

17,000

108,000

FT FEET/FOOT

-J

H M

D -G

I0 in d .d g n

P R

O J

E C

T O

V E

R V

STAGING AREA

DREDGING AREA NUMBER

DREDGING LOCATION

INDEX TO DRAWINGS ABBREVIATIONS

CIVIL

GENERALDWG NO

LEGEND:

PROJECT OVERVIEW

C-01

C-02

C-03

C-04

C-05

C-07

DREDGING SECTIONS - TYPICAL SECTIONS

DMMA DREDGED MATERIAL MANAGEMENT AREA

CHANNEL P.I. POINTS

Y A

W R

E T

A W

L A

T S

O C

A R

R A

C O

A S

T A

L W

A T E

R W

A Y

URNIN

G B

ASIN

MAYPORT

TOTAL

SECTION

ACCEPTANCE

TOTALS

DEPTH

REQUIRED

40-FOOT

OVERDEPTH

ALLOWABLE

2-FOOT

LOCATION

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

4. SEE DWGs. NO. G-03 THRU G-04 FOR CHANNEL CONTROL DATA.

UNLESS OTHERWISE INDICATED.

INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY

3. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE DRAWINGS ARE FOR

ALL UNITS ARE U.S. SURVEY FEET.

1990 ADJUSTMENT TO THE NORTH AMERICAN DATUM OF 1983 (NAD83(90)).

STATE PLANE EAST ZONE COORDINATE SYSTEM AND REFERENCED TO THE

2. COORDINATES SHOWN ON THESE DRAWINGS ARE BASED ON THE FLORIDA

REQUIRED BY ER 1110-1-8152.

PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

REGISTRATION DESIGNATIONS OF INDIVIDUALS THAT APPEAR ON THESE

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

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

BAR CUT-3 STA. 224+00 TO STA. 255+00

TO OCCUR SINCE COMPLETION OF SURVEY 16-152 THRU THE COMMENCEMENT OF DREDGING.

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

BAR CUT-3 STA. 260+00 TO CUT-6 STA. 15+00

CUT-8 STA. 20+50 TO CUT-9 STA. 15+00

53,000

81,000

44,000 61,000

DREDGING PLAN - BAR CUT-3 STA. 256+40 TO STA. 287+42

DREDGING PLAN - BAR CUT-3 STA. 222+00 TO STA. 256+40

DREDGING PLAN - BAR CUT-3 STA. 287+42 TO CUT-5 STA. 2+50

DREDGING PLAN - CUT-5 STA. 2+50 TO CUT-6 STA. 16+84

DREDGING PLAN - CUT-8 STA. 15+00 TO CUT-9 STA. 20+00

BAR CUT-3

AREA

DREDGE

VIBRACORE BORING

CORE BORING

GEOTECH BORING LEGEND

VICINITY MAP

PROJECT LIMITS

S T J O H N S R I V E R

GRAPHIC SCALE

200'100'0100'

DISPOSAL PLAN - DMMA BARTRAM ISLAND

W E

P -1

-B -0

J A

C K

S O

N V

R B

O R F

L O

D U

U N

T Y F

L O

A M .L .C

D .B .V

J .E .B

S E

P T

W E

P -1

-B -0

M A

T E

N A

D R

E D

T -3

R O

U G

T -9

-F

O J

E C

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

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

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

DMMA

ISLAND

BUCK

CELL A

HORIZONTAL AND VERTICAL CONTROL / TIDE CALIBRATION POINT

III

X Y

PLANE COORDINATES (NAD83(90)

POINTS

P.I.

2,204,153.25

2,205,979.67

2,206,525.71

2,206,750.16

2,203,149.12

519,642.79

521,308.80

522,552.47

524,074.70

553,858.17

PLANE COORDINATES (NAD83(90)

YPOINTS

CHANNEL

2,204,279.18

2,204,027.31

2,206,357.52

2,205,601.81

2,206,928.87

2,206,122.55

2,207,156.30

2,206,344.02

2,205,910.65

2,205,156.15

2,205,930.51

2,205,136.29

2,203,546.22

2,202,752.01

519,141.80

520,143.77

521,037.62

521,579.99

522,338.91

522,766.03

523,881.37

524,268.03

534,183.89

534,092.67

534,186.29

534,090.27

553,906.18

553,810.16

X Y

MONUMENT

MLLW

ELEVATION

PLANE COORDINATES NAD83(90)

PID

STARK 11.61

NAVD88

ELEVATION

BBBZ99 528,460.85 2,204,678.39 8.53

872 0218 A TIDAL DI9221 521,361.33 2,204,689.20 4.34 7.34

SURVEY CONTROL

Y = 2,20 2,000

Y = 2,19 9,000

Y = 2,21 4,000

Y = 2,2 08,000

Y = 2,2 05,000

Y = 2,2 11,000

G-03

-J

H M

D -G

I1 p ln .d g n

G E

N E

R A

C O

N T

R O

L D

A T

S T. J O H N S R I V E R

MATCHLINE DWG. G-04 STA. 13+00 CUT-7

ATLANTIC OCEAN

GRAPHIC SCALE

NOTE:

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

1,000'500'0500'

RGE. 4

RGE.

R G

E -5

R G

E .5

RGE. 380

RGE. -380

8 4

3 RGE. 400

RGE. -400

C U

T -7

C U

T -6

CUT-

CUT-4

RGE. -

RGE.

-4

R G

E -4

RGE. 0

RGE.

RGE. 0 RGE. 0

R G

III

BAR CUT - 3

872 0218 A TIDAL

STARK

W E

P -1

-B -0

J A

C K

S O

N V

R B

O R F

L O

D U

U N

T Y F

L O

A M .L .C

D .B .V

J .E .B

S E

P T

W E

P -1

-B -0

M A

T E

N A

E D

R O

T -9

-F

O J

E C

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

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

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

CHANNEL CONTROL DATA NOTES:

REVISION 05 MAY 2015

JACKSONVILLE HARBOR FRAMEWORK REPORT

PPCPS LISTED ABOVE.

GPS OBSERVATIONS AND ARE REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE

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

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS ARE

CONSTRUCTION SURVEY POSITIONING CRITERIA:

HEIGHTS RELATIVE TO MLLW.

OPERATIONS DIVISION USED TO CORRECT OBSERVED GPS DERIVED ELEVATIONS TO

CONTROL AND CALIBRATION TIDE GAUGE SITES CURRENTLY EMPLOYED BY

REFER TO THE NOTES OF THE LATEST FIELD SURVEY FOR THE SPECIFIC SURVEY

872 0357I-295 BRIDGE (WEST END), ST JOHNS RIVER

872 0333PINEY POINT, ST. JOHNS RIVER

872 0296ORTEGA RIVER ENTRANCE

872 0274LITTLE POTTSBURG CREEK

872 0242LONGBRANCH (USE-DDP), ST JOHNS RIVER

872 0215JACKSONVILLE, NAVY FUEL DEPOT

872 0219DAMES POINT, ST. JOHNS RIVER

872 0203BLOUNT ISLAND BRIDGE

872 0221FULTON, ST. JOHNS RIVER

872 0232PABLO CREEK ENTRANCE

872 0224MAYPORT, ST JOHNS RIVER

872 0220MAYPORT (FERRY DEPOT)

872 0218MAYPORT BAR PILOTS DOCK, ST JOHNS RIVER

872 0214MAYPORT NAVAL STATION

NOAA STATION IDPPCP: MLLW CALIBRATION GAGES

CUT-51 TO TERMINAL CHANNELOPUS PID: BBBZ310242A

CUT-43 THRU CUT-50OPUS PID: BBCT64DUNNS CREEK

CUT-F, CUT-G & CUT-42OPUS PID: BBDH77NEW BERLIN

CUT-9 THRU CUT-42, CUT-A & BOPUS PID: BBBX61BIMT-101

BAR CUT-3 THRU CUT-8OPUS PID: BBDC09CHARLIE TOWER

CHANNEL REACHPPCPNGSIDB/OPUS PIDNSRS

(PID) OR GAGE STATION ID SHOWN FOR THE PPCP.

AND/OR NOAA CO-OPS NWLON DATABASES, BASED ON THE PERMANENT IDENTIFIER

NATIONAL SPATIAL REFERENCE SYSTEM (NSRS) NGSIDB, OPUS/DB, CONSTRUCTION PLANS,

PPCP COORDINATE AND ELEVATION DATA ARE OBTAINED FROM THE CURRENT NOAA

PRIMARY PROJECT CONTROL POINTS (PPCP):

JACKSONVILLE DISTRICT.

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

DUPLICATE A PROJECT SURVEY SHALL OBTAIN THE KINEMATIC TIDE DATUM MODEL

HEIGHTS TO THE MLLW REFERENCE DATUM. ANY THIRD PARTY ATTEMPT TO

THE “KTD FILE”REFERENCED ABOVE IS USED TO CORRECT OBSERVED ORTHOMETRIC

THE VDATUM MODEL FILE ARE NOT TO BE CONSIDERED EQUALIVALENT.

AND IS USED FOR REAL TIME VERTICAL DATUM CORRECTIONS. THE KTD FILE AND

FROM THESE SOURCES, A GRIDDED KINEMATIC TIDAL DATUM (KTD) FILE WAS GENERATED

VDATUM HYDRODYNAMIC TIDAL MODEL AND PUBLISHED NOAA TIDE GAUGE DATUM REPORTS.

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

TIDAL MODEL:

REDUCE OBSERVED ELLIPSOID HEIGHTS TO NAVD88 ORTHOMETRIC HEIGHTS.

DATUM OF 1988 (NAVD88). THE CURRENT NOAA/NGS GEOID MODEL IS USED TO

ORTHOMETRIC ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL

(MLLW), BASED ON THE NOAA 1983-2001 NATIONAL TIDAL DATUM EPOCH.

THE TIDAL REFERENCE GRADE FOR THIS PROJECT IS MEAN LOWER LOW WATER

VERTICAL REFERENCE SYSTEM:

MASTER CHANNEL FRAMEWORK DESIGN FILE FOR THIS PROJECT.

LIMITS CONFORM TO THE AUTHORIZED PROJECT DIMENSIONS, AS SHOWN IN THE

EACH CHANNEL REACH. UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND

OFFSET COORDINATES ARE RELATIVE TO THE INDICATED CHANNEL BASELINE FOR

MEASUREMENT UNITS ARE THE U.S. SURVEY FOOT. CHANNEL STATIONING AND

FLORIDA STATE PLANE COORDINATE SYSTEM (SPCS)EAST ZONE (0901).

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

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:

-J

A X

H B

R -G

I0 p ln .d g n

C O

N T

R O

L D

N E

R A

G-04

MATCHLINE DWG. G-03 STA. 13+00 CUT-7

Y = 2,20

2,00

Y = 2,19

9,00

Y = 2,20

5,00

Y = 2,20

8,00

Y = 2,21

1,00

C U

T -3

T A . 3

NOTE:

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

GRAPHIC SCALE

1,000'500'0500'

R G

E -3

R G E.

-3

RGE. 312.50

RGE. -312.50

RGE. -237.50

RGE. 237.50

RGE. 287.50

RGE. -287.50

R G

E .5

R G

E -5

R G

E .5

R G E.

CUT-1

CUT-11CUT-12

CUT-13

CUT-16

CUT-17

CUT-18

CUT-

C U

T -9

C U

T -8

C U

T -7

CUTS- 14 / 15

RGE.

312.50

RGE.

312.50

RGE.

.50

RGE.

-312 .50

RGE.

-28 7.5

RGE.

-287.

RGE.

-287.50

RGE.

287.50

RGE.

287.5

RGE.

7.5

C U T

-3

RGE.

-312.50

RGE.

-312.50

RGE. 287.50

RGE. 0

RGE.

RGE. 0

R G

RGE. 0

R G

RGE. 0

R G E.

RGE. 0 RGE. 0

RGE. 0

VII

VIII

XII

XIII

XIV

XVI

XVII

2,203,532.29

2,203,743.27

2,203,715.48

2,203,368.12

2,202,696.54

2,199,658.32

2,198,838.34

2,198,691.30

2,198,602.54

2,198,651.65

2,199,652.88

2,201,524.26

503,679.26

504,582.04

505,480.21

506,515.58

507,665.08

511,332.41

512,951.47

513,425.42

514,027.78

514,803.60

517,010.80

518,617.36

XVII

XVI

XIV

XIII

XII

VIII

VII

X Y

PLANE COORDINATES (NAD83(90)

2,203,854.16

2,203,210.42

2,204,031.79

2,203,454.74

2,204,001.53

2,203,429.43

2,203,631.28

2,203,104.96

2,203,088.26

2,202,304.82

2,200,074.47

2,199,242.16

2,199,129.01

2,198,547.67

2,198,996.94

2,198,385.67

2,198,916.49

2,198,288.59

2,198,959.91

2,198,343.39

2,199,908.91

2,199,396.86

2,201,229.15

2,201,819.37

503,793.18

503,565.34

504,553.28

504,610.79

505,531.46

505,428.95

506,635.07

506,396.10

507,564.53

507,765.63

511,202.36

511,462.46

513,069.20

512,833.75

513,494.91

513,355.93

514,040.83

514,014.73

514,726.68

514,880.52

516,818.73

517,202.86

517,952.15

519,282.57

X Y

PLANE COORDINATES (NAD83(90)

POINTS

P.I.

POINTS

CHANNEL

W E

P -1

-B -0

J A

C K

S O

N V

R B

O R F

L O

D U

U N

T Y F

L O

A M .L .C

D .B .V

J .E .B

S E

P T

W E

P -1

-B -0

M A

T E

N A

E D

R O

T -9

-F

O J

E C

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

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

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

1 43

0 43

R C

U T -3 S

T A

.0 .0

R C

U T -3 S

T A

ST. JOHNS RIVER

89.

6 9.

5 9.

3 9.

2 9.

0 9.

98.

APPROXIMATE SHORELINE

EXISTING JETTY

C-06

S T

A R C

PLANE COORDINATES

AIDS TO NAVIGATION

"RLB-10"

AREA-6, CUT-11, STA 0+00 TO 6+08.86 20 JUNE 2016SB-46 16-152

CUT-10, STA 0+00 TO 7+00 20 JUNE 2016SB-46 16-152

CUT-9, STA 0+00 TO 20+00.00 20 JUNE 2016SB-46 16-152

AREA-5, CUT-8, STA 24+00 TO 24+66.40 20 JUNE 2016SB-46 16-152

CUT-6, STA 0+00 TO 24+72.13 14 JULY 2016SB-46 16-152

CUT-5, STA 0+00 TO 13+58.23 14 JULY 2016SB-46 16-152

CUT-4, STA 0+00 TO 15+38.67 12 JULY 2016SB-46 16-152

AREA-4, BAR CUT-3, STA 270+00 TO 300+00 12 JULY 2016SB-46 16-152

AREA-3, BAR CUT-3, STA 217+00 TO 270+00 12 JULY 2016SB-46 16-152

AREA-2, BAR CUT-3, STA 186+00 TO 199+00 07 JULY 2016SB-46 16-152

AREA-1, BAR CUT-3, STA 88+00 TO 142+00 07 & 08 JULY 2016SB-46 16-152

VESSEL SURVEY NO. DATE OF SURVEY AREA SURVEYED

IN HIGH FREQUENCY (200/240KHZ).

A DUAL FREQUENCY (28/200 KHZ) SINGLE BEAM TRANSDUCER. DEPTHS ARE SHOWN

SYSTEM (240KHZ), EDGETECH 6205 AND A ROSS MODEL 835C SMARTSOUNDER WITH

9. VERTICAL MEASURMENTS WERE MADE USING AN R2 SONIC MODEL 2024 MULTIBEAM

REFERENCE BASE LOCATED AT “DUNNS CREEK” (OPUS PID: BBCT64)

REFERENCE BASE LOCATED AT “NEW BERLIN” (OPUS PID: BBDH77)

REFERENCE BASE LOCATED AT “BIMT-101” (OPUS PID: BBBX61)

REFERENCE BASE LOCATED AT “CHARLIE TOWER” (OPUS PID: BBDC09)

WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

8. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC GPS POSITIONING

CHANNEL SURVEY NOTES:

7. AIDS TO NAVIGATION WERE LOCATED.

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

(KTD) MODEL, TITLED “CAMDENGA-NASSAU-DUVAL-STJOHNS-FLAGLER 01FEB2011.KTD”.

AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC TIDAL DATUM

5. TIDAL REDUCTIONS WERE OBTAINED USING REAL-TIME KINEMATIC (RTK) GPS

NOAA TIDAL STATION 872-0215, NAVY FUEL DEPOT

NOAA TIDAL STATION 872-0219, DAMES POINT

NOAA TIDAL STATION 872-0221, FULTON

NOAA TIDAL STATION 872-0218, BAR PILOTS DOCK

NOAA TIDAL STATION 872-0211, MAYPORT NAVAL STA

THE TIDE GAGE SITES SPECIFIED BELOW:

TO THE PUBLISHED MLLW HEIGHTS OF THE BENCH MARKS ASSOCIATED WITH

ADMINISTRATION (NOAA). NOAA’S VDATUM MODEL WAS USED AND CALIBRATED

1983-2001, AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC

4. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL EPOCH

DATUM OF 1983 (NAD 1983).

FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN

3. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION

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

1. REFER TO SURVEY NO. 16-152.

EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 2013.

REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE

11. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE

AVAILABLE DEPTHS AT THE TIME OF 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

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

CUT-48, STA 0+00 TO 13+45.45 26 JULY 2016SB-48 16-152

AREA-10, CUT-47, STA 0+00 TO 14+95.7126 JULY 2016SB-48 16-152

AREA-9, CUT-G, STA 45+00 TO 87+05.93 26 JULY 2016SB-48 16-152

AREA-8, CUT-50, STA 6+00 TO 42+00 17 JUNE 2016SB-46 16-152

T-41, STA 0+00 TO 32+00 18 JULY 2016SB-46 16-152

AREA-7, CUT-40, STA 15+00 TO 25+99.73 18 JULY 2016SB-46 16-152

CUT-14 & 15, STA 0+00 TO 47+62 20 JUNE 2016SB-46 16-152

CUT-13, STA 0+00 TO 18+15 SB-46 16-152 20 JUNE 2016

C-01

D R

E D

G P

L A

-J

H M

D -C

N p ln .d g n

EASTERLY LIMIT OF DREDGING

BAR CUT-3

B A

R C

U T -3 S

T A

O S

T A

X ,0

X ,5

X ,0

X ,5

X ,0

X ,5

Y=2,206, Y=2,206, Y=2,205, Y=2,205, Y=2,207, Y=2,207, X ,5

RGE. 380

B A

R C

RGE. -380

RGE. 100

RGE. 380

RGE. -380

RGE. 0

M A

T C

H L

E D

W G

C -0

A R C

RGE. 0

Y=2,204, 2-FOOT ALLOWABLE OVERDEPTH

40-FOOT REQUIRED DEPTH PLUS

NOTE:

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

GRAPHIC SCALE

200'100'0100'

B A

R C

U T -3 S

T A

B A

R C

U T -3 S

T A

B A

R C

U T -3 S

T A

B A

R C

U T -3 S

T A

B A

R C

U T -3 S

T A

B A

R C

U T -3 S

T A

B A

R C

U T -3 S

T A

VB-JHBO6M-13

VB-JHBO6M-12

W E

P -1

-B -0

J A

C K

S O

N V

R B

O R F

L O

D U

U N

T Y F

L O

A M .L .C

D .B .V

J .E .B

S E

P T

W E

P -1

-B -0

M A

T E

N A

E D

R O

T -9

-F

O J

E C

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

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

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

529,478 2,206,464RLB-10 (7/16)

"G/RL_BUOY"

VB-JHB2014M-09

VB-JHBO6M-11

RGE. -380

RGE. 180 RGE. 180

RGE. 0

.6 6.

T C

H L

E D

W G

C -0

A R C

W E

P -1

-B -0

J A

C K

S O

N V

R B

O R F

L O

D U

U N

T Y F

L O

A M .L .C

D .B .V

J .E .B

S E

P T

W E

P -1

-B -0

M A

T E

N A

E D

R O

T -9

-F

O J

E C

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

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

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

EXISTING JETTY

X ,0

RGE. 380

C-02

Y=2,206, Y=2,206, Y=2,205, Y=2,205, Y=2,207, Y=2,207, RGE. -380

RGE. 380

X ,5

X ,0

X ,5

S T

X ,0

X ,5

M A

T C

H L

A W

G C

-0

R C

Y=2,208, X ,0

RGE. 0

NOTE:

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

200'100'0100'

GRAPHIC SCALE

B A

R C

U T -3

T A

B A

R C

U T -3

T A

B A

R C

U T -3 S

T A

B A

R C

U T -3 S

T A

B A

R C

U T -3 S

T A

B A

R C

U T -3 S

T A

BAR CUT-3

ST. JOHNS RIVER

C-06

S T

A R C

D R

E D

G P

L A

-J

H M

D -C

N p ln .d g n

2-FOOT ALLOWABLE OVERDEPTH

40-FOOT REQUIRED DEPTH PLUS

B A

R C

U T -3 S

T A

O S

T A

VB-JHBO6M-14

VB-JHBO6M-15

P.I. STA. 300+00.38 BAR CUT-3

P.I. STA. 0+00.00 CUT-4

P.I. STA. 15+38.68 CUT-4

P.I. STA. 0+00.00 CUT-5

.4 49

.3 49

.4 48

.0 46

.9 45

.9 .9

.8 45

.7 45

.5 45

.2 45

.1 45

.0 45

.9 44

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