18R0015Plans_Jax_Harbor_CGb.pdf

PDF 18 MB Posted May 14, 2018

Attached to: Jacksonville Harbor, Construction Dredging, 47-Foot Project Contract B, Cut-7 to Cut-42, Duval County, Florida
Solicitation number: W912EP-18-R-0015
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. W912EP-18-R-0015

443862-JHCGb-GI000COV.dgn

JACKSONVILLE HARBOR

CONSTRUCTION DREDGING

47-FOOT PROJECT

CONTRACT B

DUVAL COUNTY, FLORIDA

CUT-7 TO CUT-42

TO ACCOMPANY SOLICITATION

PLANS FOR

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

INDEX TO DRAWINGS

TITLE

GENERAL

INDEX TO DRAWINGS

DWG. NO.

G-00

G-01

G-02

G-03

C-01

C-02

C-03

C-04

C-05

C-06

C-07

DWG. NO. TITLE DWG. NO. TITLE

CIVIL

COVER

G-01

G E

N E

R A

E X T

O D

R A

G S

-J

H C

G b -G

I0 in d e x .d g n

PROJECT OVERVIEW

CIVIL

DUVAL COUNTY, FLORIDA

CONSTRUCTION DREDGING

47-FOOT PROJECT

CONTRACT B

JACKSONVILLE HARBOR

J .E .B

G-04

G-05

C-08

C-09

C-10

C-11

C-12

C-13

TYPICAL CROSS SECTIONS

DREDGING PLAN - STA. 28+00 CUT-41 TO STA. 15+00 CUT-42

DREDGING PLAN - STA. 15+00 CUT-42 TO STA. 45+00 CUT-42

DREDGING PLAN - STA. 12+00 CUT-40 TO STA. 28+00 CUT-41

DREDGING PLAN - STA. 13+00 CUT-39 TO STA. 12+00 CUT-40

DREDGING PLAN - STA. 10+00 CUT-9 TO STA. 2+00 CUT-12

DREDGING PLAN - STA. 8+00 CUT-8 TO STA. 10+00 CUT-9

DREDGING PLAN - STA. 3+00 CUT-7 TO STA. 8+00 CUT-8

C-14

CUT-7 TO CUT-42

CONTROL DATA - PROJECT CHANNEL

CONTROL DATA - EXISTING CHANNEL

G-06

G-07

G-08

CONTROL DATA - PROJECT CHANNEL

CONTROL DATA - EXISTING CHANNEL

C-15

C-16

DREDGING PLAN - STA. 2+00 CUT-12 TO STA. 9+00 CUT-14/15

DREDGING PLAN - STA. 9+00 CUT-14/15 TO STA. 39+00 CUT-14/15

DREDGING PLAN - STA. 39+00 CUT-14/15 TO STA. 14+00 CUT-17

DREDGING PLAN - STA. 14+00 CUT-17 TO STA. 13+00 CUT-39

SIDE SLOPE PLAN

DISPOSAL AREA PLAN - ODMDSC-17

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

J .E .B

S .R .C

C O

N S

T R

U C

N D

R E

D G

C O

N T

R A

C T B

J A

C K

S O

N V

L E H

A R

B O

C U

T -7 T

O C

U T -4

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

C O

R P

S O

F E

N G

E E

R S

M .R .2

D .B .V

-F

O O

T P

R O J

E C

F E

B R

U A

R Y

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

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.

HORIZ.

LEGEND:

DREDGING AREAS

AIDS TO NAVIGATION

ELEVATION AND LOCATION

CB-JH99-22

CHANNEL LIMITS

CHANNEL PI POINTS

AND LOCATION

CORE BORING DESIGNATION

WID. WIDENER

FEET/FOOT

NAD83

NAVD88

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1988

DWG. DRAWING

C/L

GLB

BEACON LIGHT

GREEN LIGHT BUOY

FT.

LT.

49.5

ODMDS

AND LOCATION

VIBRACORE BORING DESIGNATION

ODMDS OCEAN DREDGED MATERIAL DISPOSAL SITE

BASIN

TURNING

MAYPORT

C U

T -7

NAVAL STATION MAYPORT

COVE

MILL

GRAPHIC SCALE

G-02

-J

H C

G b -G

Io o o v e rv ie w .d g n

G E

N E

R A

P R

O J

E C

T O

V E

R V

GENERAL NOTES:

X ,0

0Y=2,220,000

Y=2,210,000

Y=2,200,000

Y=2,190,000

Y=2,180,000

Y=2,170,000

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

D U V A L C O U N T YJ A C K S O N V I L L E

O F

C I T Y

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

PROJECT VICINITY MAP

X ,0

ODMDS

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

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

S T

O H

N S

R I V E R

B E A C H

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

VB-JHB2014M-18

RED LIGHT BUOYRLB

CALIBRATION POINT

CONTROL MONUMENT / TIDE

HORIZONTAL AND VERTICAL

WITH NAVD88 HEIGHT

HORIZONTAL CONTROL POINT

BAR CUT-3

R A

C O

A S

T A

L W

A T E

R W

A Y

R A

C O

A S

T A

L W

A T E

R W

A Y

C U T -8

CUT-9

CUT-10

CUT-11

CUT-12

CUT-13

C U T-14/15

CUT-16

CUT-17

CUT-18

CUT-19

CUT-

CUT-40

CUT-41

CUT-42

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

BID ITEM

SECTION

ACCEPTANCE

CHANNEL

DEPTH (CY)

REQUIRED

VOLUME TO

OVERDEPTH (CY)

ALLOWABLE

VOLUME IN

(CY)

VOLUME

TOTAL

BASE

OPTION A

CUT-14/15 STA. 13+00 TO STA. 27+00

CUT-19 STA. 4+00 TO CUT-39 STA. 5+00

CUT-39 STA. 5+00 TO STA. 17+00

CUT-39 STA. 17+00 TO STA. 27+00

CUT-39 STA. 27+00 TO CUT-40 STA. 7+00

CUT-40 STA. 7+00 TO STA. 12+00

CUT-40 STA. 12+00 TO CUT-41 STA. 3+00

CUT-41 STA. 3+00 TO STA. 8+00

CUT-7 STA. 10+00 TO CUT-8 STA 4+00

CUT-8 STA. 4+00 TO CUT-8 STA. 14+50

CUT-13 STA. 3+00 TO CUT-13 STA. 13+00

CUT-13 STA. 13+00 TO CUT 14/15 STA. 13+00

CUT-14/15 STA. 27+00 TO STA. 39+00

CUT-14/15 STA. 39+00 TO CUT-16 STA. 3+00

CUT-16 STA. 3+00 TO CUT-17 STA. 1+00

CUT-17 STA. 1+00 TO STA. 7+00

CUT-17 STA. 7+00 TO STA. 12+00

TOTALS

21,000

CUT-41 STA. 27+00 TO STA. 33+00

CUT-8 STA. 14+50 TO CUT-8/CUT-9 INTERSECTION

CUT-8/CUT-9 INTERSECTION TO CUT-9 STA. 10+00

CUT-9 STA. 10+00 TO CUT-10/CUT-11 INTERSECTION

CUT-10/CUT-11 INTERSECTION TO CUT-13 STA. 3+00

CUT-17 STA. 12+00 TO CUT-17/CUT-18 INTERSECTION

CUT-17/CUT-18 INTERSECTION TO CUT-19 STA. 4+00

CUT-41 STA. 8+00 TO STA. 14+00

CUT-41 STA. 14+00 TO STA. 21+20

CUT-41 STA. 21+20 TO STA. 27+00

CUT-41 STA. 33+00 TO STA. 39+00

CUT-41 STA. 39+00 TO CUT-42 STA. 7+00

CUT-42 STA. 7+00 TO STA. 17+00

CUT-42 STA. 17+00 TO STA. 33+80

138,000

126,000

185,000

168,000

151,000

154,000

153,000

155,000

57,000

27,000

161,000

159,000

166,000

153,000

173,000

172,000

163,000

161,000

155,000

140,000

145,000

150,000

146,000

169,000

151,000

140,000

118,000

138,000

135,000

137,000

138,000

144,000

140,000

4,684,000 5,535,000851,000

23,000

20,000

35,000

38,000

31,000

38,000

19,000

28,000

26,000

21,000

20,000

17,000

26,000

29,000

31,000

35,000

23,000

27,000

30,000

21,000

24,000

26,000

30,000

34,000

195,000

153,000

208,000

188,000

186,000

192,000

184,000

193,000

180,000

187,000

192,000

174,000

193,000

189,000

180,000

187,000

184,000

171,000

176,000

185,000

169,000

192,000

174,000

167,000

148,000

159,000

156,000

161,000

164,000

174,000

OF DREDGING AND PRECLUDE ANTICIPATED MAINTENANCE DREDGING PRIOR TO THE COMMENCEMENT OF DREDGING.

REQUIRED DEPTH VOLUMES INCLUDE ANTICIPATED SHOALING TO OCCUR BETWEEN THE DATE OF THE SURVEY AND THE COMMENCEMENT

NOTE:

5. SEE DWG. NO. C-17 FOR ODMDS SURVEY NOTES.

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

UNLESS OTHERWISE INDICATED.

INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY

3. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS 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

GULF OF MEXICO

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

WEST PALM

BEACH

FT MYERS

MIAMI

TAMPA

KEY WEST

ATLANTIC

OCEAN

N.T.S.

LOCATION MAP

OF WORK

LOCATION

CANAVERAL

ST LUCIE

ST AUGUSTINE

GAINESVILLE

FLORIDA

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

J .E .B

S .R .C

C O

N S

T R

U C

N D

R E

D G

C O

N T

R A

C T B

J A

C K

S O

N V

L E H

A R

B O

C U

T -7 T

O C

U T -4

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 .R .2

D .B .V

-F

O O

T P

R O J

E C

F E

B R

U A

R Y

A P P R

O X

A T E

5.8 N

A U T

A L M

ILE

S T

O T

F S

O U T H

-4 5"

PLANE COORDINATES (NAD83(90)

872 0218 A TIDAL

STARK

CHARLIE TOWER

X Y

MONUMENT

PLANE COORDINATES NAD83(90)

PID

STARK

MLLW

ELEVATION

11.61

NAVD88

ELEVATION

BBBZ99

BBDC09

528,460.85 2,204,678.39

N/A

8.53

528,401.08 2,204,696.11

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

CHARLIE TOWER 28.90

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

Y = 2,21 4,000

Y = 2,20 2,000

Y = 2,19 9,000

Y = 2,21 1,000

Y = 2,20 8,000

Y = 2,20 5,000

G-03

G E

N E

R A

C O

N T

R O

L D

A T

A E

G C

H A

N N

E L

-J

H C

G b -G

I0 c o n tr o l.

d g n

GRAPHIC SCALE

1,000'500'0500'

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

ATLANTIC OCEAN

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

NOTE:

1. SEE DRAWING G-06 FOR CONTROL DATA NOTES.

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

BAR CUT - 3

RGE. 0

RGE.

RGE. 0 RGE. 0

R G

III

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

J .E .B

S .R .C

C O

N S

T R

U C

N D

R E

D G

C O

N T

R A

C T B

J A

C K

S O

N V

L E H

A R

B O

C U

T -7 T

O C

U T -4

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 .R .2

D .B .V

-F

O O

T P

R O J

E C

F E

B R

U A

R Y

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

GRAPHIC SCALE

NOTE:

1,000'500'0500'

C O

N T

R O

L D

A T

A E

G C

H A

N N

E L

-J

H C

G b -G

I0 c o n tr o l.

d g n

G-04

G E

N E

R A

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

M A T

C H

E D

W G . G

-0 S

T A . 3

U T -3

1. SEE DRAWING G-06 FOR CONTROL DATA NOTES.

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

312.50

RGE.

312.50

RGE. 312

.50

RGE.

-312 .50

RGE.

-28 7.5

0RGE.

-287.

RGE.

-287.50

RGE.

287.50

RGE.

287.5

RGE.

7.5

0RGE.

-3 9C

U T

-312.50

RGE.

-312.50

RGE.

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

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

J .E .B

S .R .C

C O

N S

T R

U C

N D

R E

D G

C O

N T

R A

C T B

J A

C K

S O

N V

L E H

A R

B O

C U

T -7 T

O C

U T -4

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 .R .2

D .B .V

-F

O O

T P

R O J

E C

F E

B R

U A

R Y

42 41

BIMT-101

Y = 2,211,000

Y = 2,208,000

Y = 2,205,000

Y = 2,202,000

Y = 2,199,000

Y = 2,196,000

NOTE:

GRAPHIC SCALE

C O

N T

R O

L D

A T

A E

G C

H A

N N

E L

G-05

1,000'500'0500'

S T.

J O

H N S

R I V E R

S T.

J O H N S

R I

V E

S T

A . 9

U T -4

M A

T C

H L

E D

W G . G

-0 S

T A . 3

U T -3

1. SEE DRAWING G-06 FOR CONTROL DATA NOTES.

X Y

MONUMENT

PLANE COORDINATES NAD83(90)

PID

MLLW

ELEVATION

NAVD88

ELEVATION

BBBX61 495,095.06 2,204,048.81BIMT-101 12.19 14.51

G E

N E

R A

-J

H C

G b -G

I0 c o n tr o l.

d g n

RGE. -23

7.50

RGE. 237

.50

RGE. 300

RGE.

-2

RGE.

CUT-

CUT-40

CUT-41

CUT-42

-287 .50

RGE. -3

CUT

-300

RGE.

RGE. VARIES

RGE.

VARIE

RGE. VARIES

VARIES

RGE.

RGE. -300

RGE. 300

RGE.

RGE. 0

XVIII

XIX

XXI

2,200,021.89

2,202,869.94

2,202,056.88

2,202,157.62

480,358.57

495,336.34

498,632.18

501,228.33

XXI

XIX

XVIII

PLANE COORDINATES (NAD83(90)

2,202,267.11

2,203,140.97

2,202,598.92

2,202,450.94

2,202,354.74

2,202,642.90

2,202,358.30

2,201,755.46

2,202,393.89

2,202,414.38

2,202,460.98

2,201,854.25

493,437.47

495,490.26

495,182.42

495,383.94

496,172.24

497,509.25

498,662.90

498,601.47

499,580.14

500,108.08

501,309.26

501,147.40

X Y

PLANE COORDINATES (NAD83(90)

POINTS

P.I.

POINTS

CHANNEL

55 483,711.92 2,200,901.29

60 479,711.15 2,199,657.02

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

J .E .B

S .R .C

C O

N S

T R

U C

N D

R E

D G

C O

N T

R A

C T B

J A

C K

S O

N V

L E H

A R

B O

C U

T -7 T

O C

U T -4

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 .R .2

D .B .V

-F

O O

T P

R O J

E C

F E

B R

U A

R Y

CHANNEL CONTROL DATA NOTES:

872 0218 A TIDAL

STARK

CHARLIE TOWER

X Y

MONUMENT

PLANE COORDINATES NAD83(90)

PID

STARK

MLLW

ELEVATION

11.61

NAVD88

ELEVATION

BBBZ99

BBDC09

528,460.85 2,204,678.39

N/A

8.53

528,401.08 2,204,696.11

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

CHARLIE TOWER 28.90

519,642.79

521,308.80

522,552.47

524,074.70

553,858.17

2,204,153.25

2,205,979.67

2,206,525.71

2,206,750.16

2,203,149.12

POINTS

CHANNEL

POINTS

P.I.

2,204,279.19

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

PLANE COORDINATES (NAD83(90)

X Y

III

PLANE COORDINATES (NAD83(90)

FIELD INVESTIGATIONS.

REGARDING SPECIFIC CONTROL MARKS, AND THEIR POSITIONS, USED TO CONDUCT

OR PREVIOUS FIELD SURVEY NOTES AND SURVEY REPORT FOR EXACT DETAILS

IDENTIFIER (PID) OR GAUGE STATION ID SHOWN FOR THE PPCP. REFER TO CURRENT

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):

EQUIVALENT.

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

THE MLLW GRADE.

WAS GENERATED AND IS USED FOR REAL TIME VERTICAL DATUM CORRECTIONS TO

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

VDATUM HYDRODYNAMIC TIDAL MODEL AND PUBLISHED NOAA TIDE GAUGE DATUM

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

TIDAL MODEL:

PARTICULAR SURVEY IN QUESTION.

SURVEYOR’S NOTES AND REPORT FOR THE NAME OF THE GEOID MODEL USED FOR A

SURVEY (NGS/NOAA), TO GPS DERIVED ELLIPSOID HEIGHTS. REFER TO THE

APPLYING A HYBRID GEOID MODEL, AS PUBLISHED BY THE NATIONAL GEODETIC

DATUM OF 1988 (NAVD88). NAVD88 ORTHOMETRIC ELEVATIONS ARE OBTAINED BY

ORTHOMETRIC ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL

THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA). NAVD88

(MLLW), BASED ON THE 1983-2001 NATIONAL TIDAL DATUM EPOCH, AS PUBLISHED BY

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

VERTICAL REFERENCE SYSTEM:

SURVEY FOOT.

FRAMEWORK DESIGN FILE FOR THIS PROJECT. MEASUREMENT UNITS ARE THE U.S.

AUTHORIZED PROJECT DIMENSIONS, AS SHOWN IN THE MASTER CHANNEL

UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND LIMITS CONFORM TO THE

RELATIVE TO THE INDICATED CHANNEL BASELINE FOR EACH CHANNEL REACH.

(SPCS)—EAST ZONE (0901). CHANNEL STATIONING AND OFFSET COORDINATES ARE

COORDINATES ARE SHOWN IN THE FLORIDA STATE PLANE COORDINATE SYSTEM

NOMINAL DIMENSIONS AND OFFSETS CONTAINED ON THOSE ORIGINAL PLANS. GRID

6.0.1. TO NAD83 (90), AND THE CHANNEL LIMITS THEN REDRAFTED BASED ON

DATUM OF 1927 (NAD27), WAS TRANSFORMED VIA THE PROGRAM CORPSCON, VER

CENTERLINE GEOMETRY, ORIGINALLY REFERENCED TO THE NORTH AMERICAN

DATUM OF 1983, 1990 ADJUSTMENT (NAD83 (90)). THE HISTORIC CHANNEL

THE HORIZONTAL REFERENCE DATUM FOR THIS PROJECT IS THE NORTH AMERICAN

HORIZONTAL REFERENCE SYSTEM:

REVISION 05 MARCH 2018

JACKSONVILLE HARBOR FRAMEWORK REPORT

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

MATCHLINE DWG. G-07 STA. 13+00 CUT-7

NOTE:

GRAPHIC SCALE

G-06

-J

H C

G b -G

I0 c o n tr o l.

d g n

1,000'500'0500'

C O

N T

R O

L D

A T

A P

R O J

E C

T C

H A

N N

E L

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

ATLANTIC OCEAN

1. SEE THIS DRAWING FOR CONTROL DATA NOTES.

G E

N E

R A

RGE. 4

RGE.

R G

E -5

R G

E .5

RGE. 380

RGE. -380

8 4

3 RGE. 400

RGE. -400

R G

E .5

C U

T -7

C U

T -6

CUT-

CUT-4

RGE. 0 RGE. 0

RGE. -

RGE.

-4

R G

E -4

RGE. 0

RGE.

R G

III

BAR CUT - 3

872 0203BLOUNT ISLAND BRIDGE

872 0221FULTON, ST. JOHNS RIVER

872 0232PABLO CREEK ENTRANCE

872 0224MAYPORT, ST JOHNS RIVER

872 0220MAYPORT (FERRY DEPOT)

NOAA STATION IDALTERNATE MLLW CALIBRATION GAUGES

872 0242LONGBRANCH, ST JOHNS RIVER

872 0215JACKSONVILLE, NAVY FUEL DEPOT

872 0219DAMES POINT, ST. JOHNS RIVER

872 0218MAYPORT BAR PILOTS DOCK, ST JOHNS RIVER

NOAA STATION IDPRIMARY MLLW CALIBRATION GAUGES

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 REACHNGSIDB/OPUS PIDNSRS PPCP

ACCOMPANYING EACH SURVEY FROM THE JACKSONVILLE DISTRICT.

USED BY THE PROJECT SURVEY, AND AS REFERENCED IN THE NOTES/REPORT

EMPLOY THE SAME CONTROL, GAUGE STATIONS, GEOID MODEL AND KTD FILE AS

ANY THIRD PARTY ATTEMPT TO DUPLICATE OR VERIFY A PROJECT SURVEY SHALL

ELEVATIONS TO HEIGHTS RELATIVE TO MLLW.

EMPLOYED BY OPERATIONS DIVISION USED TO CORRECT OBSERVED GPS DERIVED

HORIZONTAL AND VERTICAL POSITIONS), GEOID MODEL AND KTD FILE CURRENTLY

SURVEY CONTROL POINTS, CALIBRATION TIDE GAUGE SITES (AND THEIR

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

PPCPs AND GAUGE STATIONS 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:

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

J .E .B

S .R .C

C O

N S

T R

U C

N D

R E

D G

C O

N T

R A

C T B

J A

C K

S O

N V

L E H

A R

B O

C U

T -7 T

O C

U T -4

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 .R .2

D .B .V

-F

O O

T P

R O J

E C

F E

B R

U A

R Y

-J

H C

G b -G

I0 c o n tr o l.

d g n

G-07

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

NOTE:

GRAPHIC SCALE

200'100'0100'

C O

N T

R O

L D

A T

A P

R O J

E C

T C

H A

N N

E L

M A T

C H

E D

W G . G

-0 S

T A . 1

U T -3

MATCHLINE DWG. G-06 STA. 13+00 CUT-7

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

1. SEE DRAWING G-06 FOR CONTROL DATA NOTES.

G E

N E

R A

R G

E -4

R G E.

-4

RGE. -287.50

RGE. 287.50

RGE. -337.50

222426

R G

E .5

R G

E -5

R G

E .5

R G E.

CUT-1

CUT-11CUT-12

CUT-16

CUT-17

CUT-18

CUT-

C U

T -9

C U

T -8

C U

T -7

412.50

RGE. 412

.50

RGE.

-3 9C

U T

RGE. 0 RGE. 0

RGE.

RGE. 0

R G

RGE. 0

R G

R G E.

RGE. 0 RGE. 0

RGE. 0

VII

VIII

XII

XIII

XIV

XVI

XVII CUT- 14 / 15

412.50

RGE.

RGE. -412.50

RGE. 0

RGE. 412.50

CUT-13

RGE. 337.50

-412 .50

RGE.

-412.50

RGE.

-412.50

RGE.

337.5

RGE.

-337.

RGE.

-33 7.5

0RGE.

RGE.

7.5

RGE. 412.50

RGE. -412.50 32

POINTS

P.I.

XVII

XVI

XIV

XIII

XII

VIII

VII

X Y

PLANE COORDINATES (NAD83(90)

POINTS

CHANNEL

X Y

PLANE COORDINATES (NAD83(90)

2,203,444.26

2,203,693.09

2,203,673.77

2,203,136.56

2,202,655.43

2,199,687.14

2,198,935.31

2,198,789.11

2,198,703.00

2,198,750.29

2,199,734.81

2,201,805.61

503,522.32

504,587.04

505,211.54

506,812.82

507,636.33

511,219.25

512,976.38

513,447.66

514,031.96

514,778.98

516,949.33

518,727.10

2,203,854.16

2,204,031.79

2,203,354.38

2,203,346.00

2,204,001.53

2,203,631.28

2,202,641.83

2,203,088.26

2,202,222.60

2,200,216.27

2,199,158.01

2,199,322.96

2,198,547.67

2,199,192.54

2,198,385.67

2,199,117.42

2,198,288.59

2,199,157.19

2,198,343.39

2,200,072.76

2,199,396.86

2,201,791.84

2,201,819.37

503,793.18

504,553.28

504,620.79

504,891.61

505,531.46

506,635.07

506,990.56

507,564.53

507,708.13

511,031.20

511,407.29

513,119.01

512,833.75

513,539.39

513,355.93

514,049.18

514,014.73

514,677.45

514,880.52

516,695.80

517,202.86

518,171.62

519,282.57

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

J .E .B

S .R .C

C O

N S

T R

U C

N D

R E

D G

C O

N T

R A

C T B

J A

C K

S O

N V

L E H

A R

B O

C U

T -7 T

O C

U T -4

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 .R .2

D .B .V

-F

O O

T P

R O J

E C

F E

B R

U A

R Y

X Y

MONUMENT

PLANE COORDINATES NAD83(90)

PID

MLLW

ELEVATION

NAVD88

ELEVATION

BBBX61 495,095.06 2,204,048.81BIMT-101 12.19 14.51

BIMT-101BIMT-101

X Y

MONUMENT

PLANE COORDINATES NAD83(90)

PID

MLLW

ELEVATION

NAVD88

ELEVATION

BBBX61 495,095.06 2,204,048.81BIMT-101 12.19 14.51

G E

N E

R A

G-08

Y = 2,211,000

Y = 2,208,000

Y = 2,205,000

Y = 2,202,000

Y = 2,199,000

Y = 2,196,000

S T

A . 9

U T -4

C O

N T

R O

L D

A T

A P

R O J

E C

T C

H A

N N

E L

S T.

J O

H N S

R I V E R

NOTE:

GRAPHIC SCALE

M A

T C

H L

E D

W G . G

-0 S

T A . 1

U T -3

1.000'500'0500'

S T.

J O H N S

R I

V E

1. SEE DRAWING G-06 FOR CONTROL DATA NOTES.

-J

H C

G b -G

I0 c o n tr o l.

d g n

RGE. -23

7.50

RGE. 237

.50

RGE. 450

RGE.

-2

RGE.

CUT-

CUT-40

CUT-41

CUT-42

RGE. VARIES

RGE.

VARIE

RGE. -400

RGE. 400

RGE.

RGE. 0

XVIII

XIX

XX RGE. VARIES

RGE. VARIES

RGE. -450

XXI

POINTS

CHANNEL

POINTS

P.I.

PLANE COORDINATES (NAD83(90)

XIX

XVIII

PLANE COORDINATES (NAD83(90)

2,202,914.78

2,201,941.17

2,201,996.35

495,572.12

499,518.75

500,940.80

492,295.98

495,081.04

495,182.42

495,961.81

496,590.51

498,613.42

498,205.09

499,384.43

499,653.06

501,245.62

501,309.26

500,572.34

503,251.46

2,202,050.06

2,202,312.45

2,202,598.92

2,203,230.63

2,202,174.75

2,202,576.50

2,201,439.86

2,202,386.30

2,201,496.04

2,202,858.82

2,202,460.98

2,201,531.71

2,203,034.37

479,711.15

483,711.92

2,199,657.02

2,200,901.29

XXI 480,358.57 2,200,021.89

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

J .E .B

S .R .C

C O

N S

T R

U C

N D

R E

D G

C O

N T

R A

C T B

J A

C K

S O

N V

L E H

A R

B O

C U

T -7 T

O C

U T -4

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 .R .2

D .B .V

-F

O O

T P

R O J

E C

F E

B R

U A

R Y

.9 4.

9 54

.0 47

.3 46

.1 46

.8 45

.7 45

.7 45 .7 45

.5 45

.4 45

.4 .4

.4 45

.4 .4

.4 45

.4 45 .4 45

.3 45

.3 .3

.3 45

.3 45 .3 45

.3 .3 45

.3 45

.3 45 .3 45

.3 .3 45

.3 45

.3 .3 45

.3 45 .3 45

.3 45

.2 45

.2 45 .2

.2 45

.2 45 .2

.2 45

.2 45 .2

.2 45

.1 45

.1 45 .1

.1 45

.0 45

.0 45 .0 45

.0 45 .0

.0 45

.9 44

.8 44

.8 .8

RGE. -512.50

.6 44

.5 44

.5 44 .5

.4 44

.2 44

.9 43

.8 43

.6 43

RGE. 512.50

.0 43

.0 .0

.3 42

.8 41

.2 41

.2 39

.2 .2

.1 39

.9 38

.4 37

.3 33

.5 19

B -J

H -4

APPROXIMATE SHORELINE

M A

T C

H L

E D

W G

C -0

T A C

U T -8

GRAPHIC SCALE

C-01

D R

E D

G P

L A

NOTE:

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

200'100'0100'

CUT-8

CUT-7

S T

U T -7 T

O S

T A

U T -8

Y ,2

X =

7,0

X =

7,5

X =

8,0

X =

8,5

X =

9,0

X =

9,5

-J

H C

G b -C

N p ln .d g n

RGE. 0

RGE. -412.50

RGE. 150

RGE. 412.50

RGE. 0

RGE. -50

RGE. -100

RGE. -150

RGE. -200

RGE. -250

RGE. -300

RGE. -400

RGE. -450

S T

A .1

U T -7

S T

A C

U T -8

S T

A C

U T -8

S T

A C

U T -7

S T

A C

U T -7

S T

A C

U T -7

S T

A C

U T -7

S T

A C

U T -7

S T

A C

U T -7

S T

A C

U T -7

S T

A C

U T -7

STA. 25+19.90 CUT-7

P.I. STA. 0+00.00 CUT-8

S T

A C

U T -8

CHANNEL SURVEY NOTES:

SB-46 22 NOV 2017 CUT-16 THRU CUT-39

SB-46 11 JAN 2018 CUT-14/15

SB-46 22 DEC 2017 CUT-9 THRU CUT-13

SB-46 21 DEC 2017 CUT-4 THRU CUT-8

SV FLORIDA II 20 NOV 2017 & 4-6 DEC 2017 BAR CUT-3

SURVEY VESSEL DATE OF SURVEY AREA SURVEYED

LOW FREQUENCY (28 KHZ).

STATIONS 19+00 - 67+00 OF THE TERMINAL CHANNEL WHICH ARE SHOWN IN

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

WITH A DUAL FREQUENCY (28/200 KHZ) SINGLE BEAM TRANSDUCER. ALL

MULTIBEAM SYSTEM (240KHZ) AND A ROSS MODEL 835C SMARTSOUNDER

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

TO TERMINAL CHANNEL

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

CUT-43 THRU CUT-50

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

CUT-F, CUT-G & CUT-42

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

THRU CUT-42, CUT-A & B

REFERENCE BASE LOCATED AT “BIMT-101” (OPUS PID: BBBX61) FOR CUT-9

BAR CUT-3 THRU CUT-8

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

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

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

7. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

30 NOV 2013.

ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING,

ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN

11. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY

TIME OF SURVEY.

CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE

CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME. THIS

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

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

SB-46 05 JAN 2018 CUT-G & CUT-F

SB-46 27-28 NOV 2017 CUT-B

SB-46 27 NOV 2017 CUT-A

SB-46 25 NOV 2017, 31 JAN 2018, XX FEB 2018 TERMINAL CHANNEL

SB-46 31 JAN 2018 CUT-52 THRU CUT-55

SB-46 02 FEB 2018 CUT-51

SB-46 12 JAN 2018 CUT-49 THRU CUT-50

SB-46 23 JAN 2018 CUT-45 THRU CUT-48

SB-46 30 JAN 2018 CUT-43 THRU CUT-44

SB-46 05 JAN 2018 CUT-42 EXTENSION

SB-46 05 JAN 2018 CUT-42

SB-46 20 NOV 2017 CUT-40 THRU CUT-41

http://www.saj.usace.army.mil/Divisions/Operations/Braches/HydroSurvey/index.htm

HYDROGRAPHIC SURVEYING BRANCH, CESAJ-OD-NH

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

“CAMDENGA-NASSAU-DUVAL-STJOHNS-FLAGLER_01FEB2011.KTD”.

DATUM (KTD) MODEL, TITLED

GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC TIDAL

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

CHANNEL

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

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

ASSOCIATED WITH THE TIDE GAGE SITES SPECIFIED BELOW:

AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE BENCH MARKS

ATMOSPHERIC ADMINISTRATION (NOAA). NOAA’S VDATUM MODEL WAS USED

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

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

NORTH AMERICAN DATUM OF 1983 (NAD 1983).

PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO THE

3. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

(+) SIGN.

2. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A

1. REFER TO SURVEY NO. 18-001.

CB-JHPM09-28

CB-JH14-091

CB-JH14-093

CB-JH14-094

CB-JH14-095

CB-JH14-096

CB-JH14-098

CB-JH14-099

CB-42-47

BASE

BASEF

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

J .E .B

S .R .C

C O

N S

T R

U C

N D

R E

D G

C O

N T

R A

C T B

J A

C K

S O

N V

L E H

A R

B O

C U

T -7 T

O C

U T -4

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 .R .2

D .B .V

-F

O O

T P

R O J

E C

F E

B R

U A

R Y

S T

U T -7

48-FOOT REQUIRED DEPTH PLUS

1-FOOT ALLOWABLE OVERDEPTH

EASTERLY LIMIT OF DREDGING

S T

A C

-7

A C

U T -7

S T

A C

U T -7

S T

A C

U T -8

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

53.

0 53.

52.

8 52.

52.

8 52.

52.

0 52.

52.

51.

9 51.

51.

CUT-9

51.

0 51.

51.

RGE 300

51.

0 51.

51.

50.

49.

7 49.

49.

48.

8 48.

48.

47.

46.

45.

1 45.

45.

44.

9 44.

44.

43.

42.

41.

40.

39.

38.

37.

36.

4 3

36.

35.

3 35

35.

34.

33.

32.

31.

30.

1 30

30.

29.

7 29.

29.

28.

9 28.

28.

4 28.

28.

27.

26.

25.

24.

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