Plans_-_Jacksonville_Harbor_O M_FY16.pdf

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Attached to: JACKSONVILLE HARBOR MAINTENANCE DREDGING, 40-FOOT AND 38-FOOT PROJECTS, CUT-41 THROUGH CUT-55 AND CUT-G, JACKSONVILLE, DUVAL COUNTY, FLORIDA
Solicitation number: GROUP4-10-R-J029
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Lower of Engineers

US Army Corps

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

V E

"INCREASE PROFIT -- SUBMIT VECP'S"

NO. W912EP-13-R-XXXX

TO ACCOMPANY SOLICITATION

122188-JHMD16-GI001cov.dgn

$AFETY PAY$

In Many Ways!

Jacksonville District

P ro du ct iv ity

In cr ea se d

Quality

Increased

DUVAL COUNTY, FLORIDA

JACKSONVILLE HARBOR

MAINTENANCE DREDGING

40-FOOT AND 38-FOOT PROJECTS

PLANS FOR

CUT-41 THROUGH CUT-55 AND CUT-G

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

C -0

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

M .L .C

D U

U N

T Y F

L O

M .R .2 /D .B .V

J U

L Y

J .E .B

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

M A

T E

N A

N C

E D

R E

D G

-F

O O

T A

N D

-F

O O

T P

R O J

E C

T S

J A

C K

S O

N V

R B

O R

C U

T -7 T

H R

O U

G H C

U T -4

C -0

C-15

C-14

C -0

C -1

C-11

C -0

C-12

C -1

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

INDEX TO DRAWINGS

GENERAL

ABBREVIATIONS

ELEVATION (FEET)

MLLW

P.I.

STA.

RGE.

MEAN LOWER LOW WATER

POINT OF INTERSECTION

STATION

RANGE

EL. / ELEV.

S. SOUTH

NO. NUMBER

N. NORTH

NOT TO SCALEN.T.S.

HORIZONTAL

E. EAST

CENTERLINE

APPROX. APPROXIMATE

W. WEST

VERTICALVERT.

N.T.S.

HORIZ.

LEGEND:

ACCEPTANCE SECTION

DREDGING AREAS

AIDS TO NAVIGATION

ELEVATION AND LOCATION

CB-JH99-22

CHANNEL LIMITS

CHANNEL PI POINTS

OF WORK

LOCATION

CONTROL DATA

AND LOCATION

CORE BORING DESIGNATION

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

WID. WIDENER

G-02

G E

N E

R A

G-01

G-02

G-03

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

S T

O H N S

R I

V E

FEET/FOOT

PROJECT OVERVIEW

-J

H M

D -G

I0 o v w .d g n

NAD83

NAVD88

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1988

DMMA

DWG.

DREDGED MATERIAL MANAGEMENT AREA

DRAWING

C/L

GLB

BEACON LIGHT

GREEN LIGHT BUOY

GENERAL NOTES:

PROJECT LOCATION

FT.

LT.

UPLAND DISPOSAL AREA

49.5

CY CUBIC YARDS

DWG

NAVAL STATION MAYPORT

J A C K S O N V I L L E

O F

C I T Y

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

B E A C H

J A C K S O N V I L L E

STAGING AREA

P R

O J

E C

T O

V E

R V

TERMINAL CHANNELT.C.

PROJECT VICINITY

COVER

GRAPHIC SCALE

CELL "A"

BARTRAM ISLAND

G-04 CONTROL DATA

G-05 CONTROL DATA

6,000'3000'03000'

P R O J E C T L I M I T S

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

S T J O

H N S

R I V E R

S T

A C

U T -4

B L O U N T I S L A N D

CUT-

TA.

+5 7.5

MILE POINT

M I L L C O V E

INTRACOASTAL WATERWAY

INDEX TO DRAWINGS

C-01

C-02

C-03

C-04

C-05

DWG

DREDGING PLAN - STA. 10+00 CUT-45 TO STA. 39+00 CUT-45

C-06

C-07

C-08

C-09

C-10

C-11

C-12

C-14

C-13

C-15

C-16

DISPOSAL PLAN - BARTRAM ISLAND CELL "A"

DREDGING PLAN - STA. 35+00 CUT-44 TO STA. 10+00 CUT-45

DREDGING PLAN - STA. 39+00 CUT-45 TO STA. 8+00 CUT-47

DREDGING PLAN - STA. 8+00 CUT-47 TO STA. 10+00 CUT-49

DREDGING PLAN - STA. 10+00 CUT-49 TO STA. 15+00 CUT-50

DREDGING PLAN - STA. 15+00 CUT-50 TO STA. 45+00 CUT-50

DREDGING PLAN - STA. 45+00 CUT-50 TO STA. 75+00 CUT-50

DREDGING PLAN - STA. 75+00 CUT-50 TO STA. 20+00 CUT-51

DREDGING PLAN - STA. 10+00 CUT-53 TO STA. 10+00 CUT-55

CIVIL

G-06 CONTROL DATA

C-17

C-18

C-19

DREDGING PLAN - STA. 40+00 CUT-G TO STA. 70+00 CUT-G

DREDGING PLAN - STA. 5+00 CUT-41 TO STA. 30+00 CUT-41

DREDGING PLAN - STA. 103+00 CUT-42 TO STA. 133+00 CUT-42

DREDGING PLAN - STA. 133+00 CUT-42 TO STA. 7+00 CUT-43

DREDGING PLAN - STA. 10+00 CUT-G TO STA. 40+00 CUT-G

DREDGING PLAN - STA. 50+00 CUT-51 TO STA. 10+00 CUT-53

DREDGING SECTIONS - TYPICAL DREDGING SECTIONS

BETWEEN THE SURVEY AND COMMENCEMENT OF DREDGING.

INCLUDE SHOALING ANTICIPATED TO OCCUR DURING THE PERIOD

REQUIRED DEPTH AND 2-FOOT ALLOWABLE OVERDEPTH QUANTITIES

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

4. SEE DWGs. NO. G-03 THRU G-06 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

NOTE:

96,000

8,000

3,000

1,000

7,000

15,000

50,000

1,000

9,000

1,000

150,000

43,000

8,000

6,000

20,000

8,000

20,000

2,000

13,000

23,000

7,000

246,000

51,000

11,000

7,000

27,000

23,000

70,000

3,000

14,000

32,000

8,000

DEPTH

REQUIRED

OVERDEPTH

ALLOWABLE

CUT-G

CUT-52-53-54

CUT-51

CUT-50

CUT-48

CUT-47

CUT-46

CUT-45

CUT-42

CUT-41

TOTALS

LOCATION TOTAL

IN CUBIC YARDS (CY)

ESTIMATED DREDGING QUANTITIES

42 41

CHANNEL CONTROL DATA NOTES:

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 0220 MAYPORT (FERRY DEPOT)

872 0218MAYPORT BAR PILOTS DOCK, ST JOHNS RIVER

872 0214MAYPORT NAVAL STATION

NOAA STATION IDPPCP: MLLW CALIBRATION GAGES

CHANNEL

CUT-51 TO TERMINAL OPUS PID: BBBZ310242A

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

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

CUT-A & B

CUT-9 THRU CUT-42, OPUS PID: BBBX61BIMT-101

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

CHANNEL REACHNGSIDB/OPUS PIDNSRS PPCP

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

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

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

PPCP COORDINATE AND ELEVATION DATA ARE OBTAINED FROM THE CURRENT NOAA

PRIMARY PROJECT CONTROL POINTS (PPCP):

SURVEY FROM THE JACKSONVILLE DISTRICT.

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

ATTEMPT TO DUPLICATE A PROJECT SURVEY SHALL OBTAIN THE KINEMATIC TIDE

ORTHOMETRIC HEIGHTS TO THE MLLW REFERENCE DATUM. ANY THIRD PARTY

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

EQUALIVALENT.

THE KTD FILE AND THE VDATUM MODEL FILE ARE NOT TO BE CONSIDERED

WAS GENERATED AND IS USED FOR REAL TIME VERTICAL DATUMCORRECTIONS.

REPORTS. FROM THESE SOURCES, A GRIDDED KINEMARIC TIDAL DATUM (KTD) FILE

VDATUM HYDRODYNAMIC TIDAL MODEL AND PUBLISHED NOAA TIDE GUAGE DATUM

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

Y = 2,196,000

Y = 2,199,000

Y = 2,202,000

Y = 2,205,000

Y = 2,208,000

Y = 2,211,000

GRAPHIC SCALE

G-03

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

NOTE:

-J

H M

D -G

I0 c tl .d g n

G E

N E

R A

REVISION 05 MAY 2015

JACKSONVILLE HARBOR FRAMEWORK REPORT

C O

N T

R O

L D

A T

S T

M A

T C

H L

E D

W G . N

O . G

-0 S

T A . 4

U T -4

A . 3

U T -3

500' 500' 1,000'

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

M .L .C

D U

U N

T Y F

L O

M .R .2 /D .B .V

J U

L Y

J .E .B

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

M A

T E

N A

N C

E D

R E

D G

-F

O O

T A

N D

-F

O O

T P

R O J

E C

T S

J A

C K

S O

N V

R B

O R

C U

T -7 T

H R

O U

G H C

U T -4

RGE. -23

7.50

RGE. 237

.50

RGE. 300

RGE.

-2

RGE.

R G

E . -1

R G

E . 1

C U

T -A O

L D R

E R

CUT-

CUT-40

CUT-41

CUT-42

R G

E . 0

RGE.

RGE. 00

RGE.

-300

RGE. VARIES

RGE.

VARIE

RGE. VARIES

RGE.

VARIES

ADVANCE MAINTENANCE

SETTLING BASIN

201A

202A

XVIII

XIX

RGE. -300

RGE. 300

NOTE:

GRAPHIC SCALE

G-04

-J

H M

D -G

I0 c n tr l.

d g n

G E

N E

R A

C O

N T

R O

L D

A T

Y = 2,208,000

Y = 2,211,000

Y = 2,199,000

Y = 2,202,000

Y = 2,205,000

S T . J

O H N S R

I V E R

M A

T C

H L

E D

W G

N O

G -0

T A

U T

T C

H L

E D

W G

N O

G -0

T A

U T

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

500' 500' 1,000'

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

M .L .C

D U

U N

T Y F

L O

M .R .2 /D .B .V

J U

L Y

J .E .B

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

M A

T E

N A

N C

E D

R E

D G

-F

O O

T A

N D

-F

O O

T P

R O J

E C

T S

J A

C K

S O

N V

R B

O R

C U

T -7 T

H R

O U

G H C

U T -4

RGE. -587.50

RGE. 587.50

R G E -1

R G E

R G E . V

A R

R G

E . 2

R G

E . -2

R G E . -212.50R

G E . 212.50

R G E. 300

XXIV

69 70

XXII

CCVII

56A

RGE. -2

37.50

RGE. 23

7.50

R G

E -1

R G

C U

T -F O

L D R

E R

C U

T -G O

L D R

E R

CUT-42

CUT-43

C U

T -4

C U T -4

C U

T -46

R G E

R G E. 00

R G E . 00

R G

E . 0

RGE. 00

ADVANCE MAINTENANCE

SETTLING BASIN

R G E . V

A R

56A

CCV

XXI

XXIII

G E

N E

R A

C O

N T

R O

L D

A T

A -J

H M

D -G

I0 c tl .d g n

Y 2,199,000

Y 2,202,000

Y 2,205,000

Y 2,208,000

Y 2,211,000

G-05

500' 500' 1,000'

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

M .L .C

D U

U N

T Y F

L O

M .R .2 /D .B .V

J U

L Y

J .E .B

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

M A

T E

N A

N C

E D

R E

D G

-F

O O

T A

N D

-F

O O

T P

R O J

E C

T S

J A

C K

S O

N V

R B

O R

C U

T -7 T

H R

O U

G H C

U T -4

NOTES:

1. SEE DWG. G-02 FOR PROJECT OVERVIEW, GENERAL NOTES, LEGEND AND ABBREVIATIONS.

X ,0

MATCHLINE DWG. NO. G-06 STA. 6+00 CUT-46

M A

T C

H L

E D

W G

N O

G -0

T A C

U T -4

RGE. 300

RGE.

RGE. -300

R G E. 300

R G E. -300

RGE. 300

R G

RGE. -300

RGE.

-30

R G

E -2

RGE.

-2

XXVI

C U

T -46

CUT-47

CUT-48

CUT-4

T-

C U

T -5

RGE. 00

RGE.

RGE. 00

R G E. 00

RGE.

R G

RGE. VARIES

R G E V A R

R G E

V A R

R G

V A

R G

V A

R G

E -2

XXV

XXVII

XXVIII

XXIX

88A

84A

G E

N E

R A

C O

N T

R O

L D

A T

A -J

H M

D -G

I0 c tl .d g n

G-06 Y 2,1

87,00

Y 2,1 90,00

Y 2,1

90,00

Y 2,1 93,00

Y 2,1 96,00

Y 2,1 99,00

END OF PROJECT STA. 70+00 LOWER TERMINAL CHANNEL

MATCHLINE DWG. NO. G-05 STA. 55+00 CUT-51

500' 500' 1,000'

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

M .L .C

D U

U N

T Y F

L O

M .R .2 /D .B .V

J U

L Y

J .E .B

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

M A

T E

N A

N C

E D

R E

D G

-F

O O

T A

N D

-F

O O

T P

R O J

E C

T S

J A

C K

S O

N V

R B

O R

C U

T -7 T

H R

O U

G H C

U T -4

XXXIII

XXXIV

C U

T -5

U T -5

C U

T -5

C U

T -5

111112113114

CUT-55

R G

E -2

R G

E . 3

R G

E . -3

R G E . 3

R G E . -3

R G E . V

A R

RGE. 325

RGE. -325

R G E . V

A R

R G

E -2

R G

E .5

R G

E -2

R G

E .5

R G

E . 0

R G E . 0

RGE. 00

R G

V A

R G

V A

R G

-3 .5

R G

E .8

93A

XXX

XXXI

97A

XXXII

L O W E R

T E R M I N A L

C H A N N E L

NOTES:

1. SEE DWG. G-02 FOR PROJECT OVERVIEW, GENERAL NOTES, LEGEND AND ABBREVIATIONS.

CUT-41

RGE. VARIES

"GLB-35"

T -A

U T -4

PLANE COORDINATES

AIDS TO NAVIGATION

Y 2, 203, Y 2, 204, 496,582 2,202,155

495,098 2,202,344

495,608 2,203,265LT-36 (01/16)

GLB-37 (01/16)

GLB-35 (01/16)

C-16

PLUS 2-FOOT ALLOWABLE OVERDEPTH

40-FOOT REQUIRED DEPTH

S T

U T -4

GRAPHIC SCALE

C-01

D R

E D

G P

L A

200'100'0100'

-J

H M

D -C

N p ln .d g n

S T

U T -4

S T

U T -4

S T

U T -4

O S

T A

U T -4

RGE. -300

RGE. 00

RGE. 300

RGE. -300

RGE. 00

RGE. 300

SURVEY NOTES

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

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

7. ALL AZIMUTHS ARE GRID; RECKONED CLOCKWISE FROM SOUTH.

EAST ZONE OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983.

6. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE

DUVAL-STJOHNS-FLAGLER 01FEB2011.KTD”.

TO MLLW UTILIZING A HYPACK KINEMATIC TIDAL DATUM (KTD) MODEL, TITLED “CAMDENGA-NASSAU-

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

NOAA TIDAL STATION 872-0242, LONG BRANCH FOR CUT-50 THRU TERMINAL CHANNEL

NOAA TIDAL STATION 872-0215, NAVY FUEL DEPOT FOR CUT-47 THRU CUT-50

NOAA TIDAL STATION 872-0219, DAMES POINT FOR CUT-42 THRU CUT-46

NOAA TIDAL STATION 872-0221, FULTON FOR CUTS 14/15 THRU CUT-41

NOAA TIDAL STATION 872-0218, BAR PILOTS DOCK FOR CUTS 4 THRU 13

NOAA TIDAL STATION 872-0211, MAYPORT NAVAL STA FOR BAR CUT 3

OF THE BENCH MARKS ASSOCIATED WITH THE TIDE GAGE SITES SPECIFIED BELOW:

NOAA’S VDATUM MODEL WAS USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS

AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA).

4. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL EPOCH 1983-2001,

EAST ZONE OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD 1983).

3. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE

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

1. REFER TO SURVEY NO. 16-002.

SURVEYING, 30 NOV 2013.

WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

13. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS

SURVEY.

AT THAT TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF

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

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

NOTE:

1. SEE DWG. NO. G-02 FOR PROJECT OVERALL AND GENERAL NOTES.

Y 2, 202, Y 2, 202, Y 2, 203, X

CUT-51 THRU 5423 OCT 2015SB-46

TERMINAL CHANNEL 26 OCT, 06 NOV, & 26 DEC 2015 SB-46

CUT-55 26 OCT & 26 DEC 2015 SB-46

CUT-47 THRU 50 09 NOV 2015SB-46

CUT-45 THRU CUT-46 10 NOV 2015SB-46

CUT-43 & 44 12 NOV 2015SB-46

CUT-F & G 13 & 14 NOV 2015 SB-46

CUT-42 25 & 30 NOV 2015 SB-46

CUT-A & B 30 NOV & 14 DEC 2016 SB-46

CUT-40 &41 22 DEC 2015SB-46

CUT-14/15 THRU CUT-39 4 JAN 2016 SB-46

CUT-9 THRU CUT-13 7 JAN 2016 SB-46

CUT-5 THRU CUT-8 7 & 8 JAN 2016 SB-46

BAR CUT-3 & CUT-4 8-13 JAN 2016 SB-46

AREA SURVEYED SURVEY VESSEL DATE OF SURVEY

STATIONS 19+00 - 67+00 OF THE TERMINAL CHANNEL WHICH ARE SHOWN IN LOW FREQUENCY (28 KHZ).

TRANSDUCER. ALL SOUNDINGS SHOWN ARE IN HIGH FREQUENCY (200/240 KHZ) EXCEPT FOR

AND A ROSS MODEL 835C SMARTSOUNDER WITH A DUAL FREQUENCY (28/200 KHZ) SINGLE BEAM

11. VERTICAL MEASURMENTS WERE MADE USING AN R2 SONIC MODEL 2024 MULTIBEAM SYSTEM (240KHZ)

REFERENCE BASE LOCATED AT “872 0242A” (OPUS PID: BBBZ31) FOR CUT-51 TO TERMINAL CHANNEL

REFERENCE BASE LOCATED AT “DUNNS CREEK” (OPUS PID: BBCT64) FOR CUT-43 THRU CUT-50

REFERENCE BASE LOCATED AT “NEW BERLIN” (OPUS PID: BBDH77) FOR CUT-F, CUT-G & CUT-42

REFERENCE BASE LOCATED AT “BIMT-101” (OPUS PID: BBBX61) FOR CUT-9 THRU CUT-42, CUT-A & B

REFERENCE BASE LOCATED AT “CHARLIE TOWER” (OPUS PID: BBDC09) FOR BAR CUT-3 THRU CUT-8

THE FOLLOWING REFERENCE BASE LOCATIONS:

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

S T

U T -4

S T

U T -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

DEPENDS ON YOU

SAFTEY ON THIS JOB

M .L .C

D U

U N

T Y F

L O

M .R .2 /D .B .V

J U

L Y

J .E .B

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

M A

T E

N A

N C

E D

R E

D G

-F

O O

T A

N D

-F

O O

T P

R O J

E C

T S

J A

C K

S O

N V

R B

O R

C U

T -7 T

H R

O U

G H C

U T -4

CB-JH

14-1

CB-JH

14-1

KEY PLAN

N.T.S.

OVERHEAD ELECTRICAL

C-12

C-11

C-

C -1

C -0

C-

C -0

C-15

C-14

C -0

2 C -0

C-16

.4 3.

5 42

36.

96.

44.

53.

43.

PLUS 2-FOOT ALLOWABLE OVERDEPTH

40-FOOT REQUIRED DEPTH

NOTE:

GRAPHIC SCALE

C-02

D R

E D

G P

L A

200'100'0100'

-J

H M

D -C

N p ln .d g n

RGE. -237.5

RGE. 00

RGE. 237.5

RGE. -237.5

RGE. 00

RGE. 237.5

RGE. VARIES

CUT-42

ST. JOHNS RIVER

S T

U T -4

O S

T A

U T -4

M A

T C

H L

E D

W G

N O

C -0

T A

U T -4

RGE. 140RGE. 100

Y 2,201,500

Y 2,201,000

Y 2,200,500

Y 2,200,000

Y 2,199,500

Y 2,199,000

S T

U T -4

S T

A C

U T -4

S T

U T -4

S T

U T -4

S T

U T -4

S T

U T -4

S T

U T -4

2S T

U T -4

CUT-42

OR OTHERWISE CONTACT THE RIVER BOTTOM IN THE INDICATED ZONE.

3. SUBMERGED UTILITY IN THIS AREA. DO NOT ANCHOR, PLACE SPUDS,

2. SEE DWG. NO. C-01 FOR SURVEY NOTES.

1. SEE DWG. NO. G-02 FOR PROJECT OVERALL AND GENERAL NOTES.

SEE NOTE 3.

NO ANCHOR ZONE

Y= 2,200,067.06

X= 482,329.39

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

M .L .C

D U

U N

T Y F

L O

M .R .2 /D .B .V

J U

L Y

J .E .B

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

M A

T E

N A

N C

E D

R E

D G

-F

O O

T A

N D

-F

O O

T P

R O J

E C

T S

J A

C K

S O

N V

R B

O R

C U

T -7 T

H R

O U

G H C

U T -4

N.T.S.

KEY PLAN

OVERHEAD ELECTRICAL

CB-JH14-027

CB-JH14-028

CB-JHPM09-8

CB-JHPM09-42

C-12

C -0

8C -0

9C -1

C-11

C-

C-14

C-15

C -0

C-

C -0

3 C -0

C -0

46.5

46.4

45.9

45.7

45.6

45.4

45.3

45.2

45.1

45.0

44.9

44.8

44.7

44.6

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