JaxHarbor_CNT_A_Plans.pdf

PDF 13 MB Posted Jul 7, 2017

Attached to: Jacksonville Harbor, Construction Dredging 47-Foot Project, Contract A, Bar Cut-3 to Cut-7, Duval County, Florida
Solicitation number: W912EP-17-B-0005
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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W912EP-17-B-0005_Jacksonville_Harbor_Dredging_Contract_A_-_Bid_Abstract.pdf	PDF	Aug 16, 2017
W912EP-17-B-0005_Amendment_0005.pdf	PDF	Aug 11, 2017
W912EP-17-B-0005_Amendment_0004.pdf	PDF	Aug 8, 2017
W912EP-17-B-0005_Amendment_0003.pdf	PDF	Aug 4, 2017
W912EP-17-B-0005_Amendment_0002.pdf	PDF	Aug 2, 2017
W912EP-17-B-0005_Amendment_0001.pdf	PDF	Jul 31, 2017
W912EP-17-B-0005_Site_Visit_Sign_In_Sheet.pdf	PDF	Jul 27, 2017
JaxHarbor_CNT_A_GDR.pdf	PDF	Jul 7, 2017
JaxHarbor_CNT_A_Volume2Specs.pdf	PDF	Jul 7, 2017
JaxHarbor_CNT_A_Volume1Specs.pdf	PDF	Jul 7, 2017

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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"

NO. W912EP-17-B-0005

443862-JHCGA-GI000COV.dgn

$AFETY PAY$

In Many Ways!

Jacksonville District

P ro du ct iv ity

In cr ea se d

Quality

IncreasedJACKSONVILLE HARBOR

CONSTRUCTION DREDGING

47-FOOT PROJECT

CONTRACT A

DUVAL COUNTY, FLORIDA

BAR CUT-3 TO CUT-7

TO ACCOMPANY INVITATION

PLANS FOR

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

INDEX TO DRAWINGS

TITLE

GENERAL

INDEX TO DRAWINGS

DWG. NO. DWG. NO. TITLE DWG. NO. TITLE

CIVIL

G-01

G E

N E

R A

E X T

O D

R A

G S

-J

H C

G a -G

I0 in d e x .d g n

CIVIL

ER 1110-1-8152.

WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY

OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS

INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS

DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE

NOTE: THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE

DUVAL COUNTY, FLORIDA

CONSTRUCTION DREDGING

47-FOOT PROJECT

CONTRACT A

BAR CUT-3 TO CUT-7

JACKSONVILLE HARBOR

J .E .B

G-00

G-01

G-02

G-03

COVER

PROJECT OVERVIEW

CHANNEL CONTROL DATA

C-01

C-02

C-03

C-04

C-05

C-06

C-07

DREDGING PLAN - STA. 12+00 CUT-5 THRU STA. 3+00 CUT-7

DREDGING PLAN - STA. 180+00 THRU STA. 210+00 BAR CUT-3

DREDGING PLAN - STA. 210+00 THRU STA. 240+00 BAR CUT-3

DREDGING PLAN - STA. 240+00 THRU STA. 270+00 BAR CUT-3

DREDGING PLAN - STA. 270+00 THRU STA. 298+00 BAR CUT-3

DREDGING PLAN - STA. 298+00 BAR CUT-3 THRU STA. 12+00 CUT-5

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

C-08

C-09

C-10

TYPICAL CROSS SECTIONS

DISPOSAL AREA - ODMDS

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

Y S .R .C

C O

N S

T R

U C

N D

R E

D G

-F

O O

T P

R O J

E C

C O

N T

R A

C T A

B A

R C

U T -3 T

O C

U T -7

J U

M .R .2 /D .B .V

J A

C K

S O

N V

L E H

A R

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

BASIN

TURNING

MAYPORT

C U T -6

C U

T -7

CUT-5

CUT-4

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

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

CY CUBIC YARDS

NAVAL STATION MAYPORT

COVE

MILL

B E A C H

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

PROJECT LIMITS

GRAPHIC SCALE

G-02

-J

H C

G a -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:

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

X ,0

Y=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 Y

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

O F

C I T Y

ODMDS

VB-JHB2014M-18

AND LOCATION

VIBRACORE BORING DESIGNATION

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

PROJECT VICINITY MAP

X ,0

ODMDS

OCEAN DREDGED MATERIAL DISPOSAL SITE

6. SEE DWG. NO. C-10 FOR ODMDS SURVEY NOTES.

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

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

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

J .E .B

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

CALIBRATION POINT

CONTROL MONUMENT/TIDE

HORIZONTAL AND VERTICAL

WITH NAVD88 HEIGHT

HORIZONTAL CONTROL POINT

GULF OF MEXICO

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

WEST

PALM

BEACHFT 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

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

Y S .R .C

C O

N S

T R

U C

N D

R E

D G

-F

O O

T P

R O J

E C

C O

N T

R A

C T A

B A

R C

U T -3 T

O C

U T -7

J U

M .R .2 /D .B .V

J A

C K

S O

N V

L E H

A R

B O

5.8 N

A U T

A L M

ILE

S T

O T

F S

O U T H

STARK

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

CHARLIE TOWER

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

X Y

III

PLANE COORDINATES NAD83(90) PLANE COORDINATES NAD83(90)

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

-J

H C

G A -G

I0 p ln .d g n

ATLANTIC OCEAN

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

G E

N E

R A

GRAPHIC SCALE

1000'500'0500'

C H

A N

N E

L C

O N

T R

O L D

A T

STA. 13+00 CUT-7

J .E .B

RGE. 4

RGE.

R G

E -5

R G

E .5

RGE. 380

RGE. -380

8 4

3 1RGE. 400

RGE. -400

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

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

Y S .R .C

C O

N S

T R

U C

N D

R E

D G

-F

O O

T P

R O J

E C

C O

N T

R A

C T A

B A

R C

U T -3 T

O C

U T -7

J U

M .R .2 /D .B .V

J A

C K

S O

N V

L E H

A R

B O

NOAA STATION ID

TO HEIGHTS RELATIVE TO MLLW.

OPERATIONS DIVISION USED TO CORRECT OBSERVED GPS DERIVED ELEVATIONS

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

PPCP: MLLW CALIBRATION GAUGES

BIMT 101

CHARLIE TOWER

CUT-A & B

OPUS PID: BBBX61 CUT-9 thru CUT-42, OPUS PID: BBDC09 BAR CUT-3 thru CUT-8

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

NSRS PPCP NGSIDB/OPUS PID CHANNEL REACH

CONSTRUCTION SURVEY POSITIONING CRITERIA:

SHOWN FOR THE PPCP.

CO-OPS NWLON DATABASES, BASED ON THE PERMANENT IDENTIFIER (PID) OR GAUGE STATION ID

SPATIAL REFERENCE SYSTEM (NSRS) NGSIDB, OPUS/DB, CONSTRUCTION PLANS AND/OR NOAA

PPCP COORDINATE AND ELEVATION DATA ARE OBTAINED FROM THE CURRENT NOAA NATIONAL

PRIMARY PROJECT CONTROL POINTS (PPCP):

ACCOMPANYING EACH SURVEY FROM THE JACKSONVILLE DISTRICT.

SHALL OBTAIN THE KINEMATIC TIDE DATUM MODEL (KTD FILE), REFERENCED IN THE NOTES

THE MLLW REFERENCE DATUM. ANY THIRD PARTY ATTEMPT TO DUPLICATE A PROJECT SURVEY

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

ARE NOT TO BE CONSIDERED EQUALIVALENT.

FOR REAL TIME VERTICAL DATUM CORRECTIONS. THE KTD FILE AND THE VDATUM MODEL FILE

THESE SOURCES A GRIDDED KINEMATIC TIDAL DATUM (KTD) FILE WAS GENERATED AND IS USED

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

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

TIDAL MODEL:

TO NAVD88 ORTHOMETRIC HEIGHTS.

THE CURRENT NOAA/NGS GEOID MODEL IS USED TO REDUCE OBSERVED ELLIPSOID HEIGHTS

ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL 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:

FRAMEWORK DESIGN FILE FOR THIS PROJECT.

CONFORM TO THE AUTHORIZED PROJECT DIMENSIONS, AS SHOWN IN THE MASTER CHANNEL

FOR EACH CHANNEL REACH. UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND LIMITS

STATIONING AND OFFSET COORDINATES ARE RELATIVE TO THE INDICATED CHANNEL BASELINE

SYSTEM (SPCS)-EAST ZONE (0901). MEASUREMENT UNITS ARE THE U.S. SURVEY FOOT. CHANNEL

SYSTEM (NSRS). GRID COORDINATES ARE SHOWN IN THE FLORIDA STATE PLANE COORDINATE

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

THE HORIZONTAL REFERENCE DATUM FOR THIS PROJECT IS THE NORTH AMERICAN DATUM OF

HORIZONTAL REFERENCE SYSTEM:

CONTROL DATA 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

Y S .R .C

C O

N S

T R

U C

N D

R E

D G

-F

O O

T P

R O J

E C

C O

N T

R A

C T A

B A

R C

U T -3 T

O C

U T -7

J U

M .R .2 /D .B .V

J A

C K

S O

N V

L E H

A R

B O

CHANNEL SURVEY NOTES:

BAR CUT-3 THRU CUT-8

REFERENCE BASE LOCATED AT "CHARLIE TOWER ARP" (PID: BBDC09) FOR

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

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

SB-4618 APR 2017CUT-7

SB-4617 APR 2017CUTS 5-6

SB-4614 APR 2017CUT-4

SB-4618 NOV 2016, 14 APR 2017BAR CUT-3

VESSELDATE OF SURVEYCUT

SHOWN ARE IN HIGH FREQUENCY (200/240 KHZ).

FREQUENCY (28/200 KHZ) SINGLE-BEAM TRANSDUCER. ALL SOUNDINGS

BEAM SYSTEM (240 KHZ) AND A ROSS 835C SMARTSOUNDER WITH A DUAL

VERTICAL MEASUREMENTS WERE MADE USING A R2 SONIC 2024 MULTI-

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

BENCHMARKS ASSOCIATED WITH THE TIDE GAGE SITES SPECIFIED BELOW:

USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE

ATMOSPHERIC ADMINISTRATION (NOAA). NOAA'S VDATUM MODEL WAS

EPOCH 1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND

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

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

NORTH AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO

4. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

A (+) SIGN.

3. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY

"CAMDENGA-NASSAU-DUVAL-STJOHNS-FLAGLER_01FEB2011.KTD".

TIDE DATUM (KTD) MODEL. KTD FILE NAME IS:

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

2. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC

1. REFER TO SURVEY NO. 17-001.

EXISTING SOUTH JETTY

EXISTING NORTH JETTY

C-08

VB-MPH08-29

VB-MPH08-30

PLANE COORDINATES

AIDS TO NAVIGATION

NOTE:

GRAPHIC SCALE

200'100'0100'

C-01

D R

E D

G P

L A

-J

H C

G a -C

N p ln .d g n

M A

T C

H L

E D

W G

C -0

T A

Y 2,207 ,000

Y 2,206 ,500

Y 2,206 ,000

RGE. -380

RGE. 0

RGE. 380

Y 2,205 ,500

Y 2,205 ,000

Y 2,204 ,500

NOTE:

200'100'0100'

GRAPHIC SCALE

C-01

D R

E D

G P

L A

RGE. -400

RGE. 0

RGE. 400

S T

50-FOOT REQUIRED DEPTH PLUS

1-FOOT ALLOWABLE OVERDEPTH

S T

H R

U S

T A

A R C

U T -3

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

EASTERLY LIMIT OF DREDGING

S T

A .5

S T

RGE. -250

RGE. -200

RGE. -150

RGE. -50

RGE. 300

RGE. 200

RGE. 150

RGE. 300

RGE. -50

S T

RGE. -200

1. SEE DRAWING G-02 FOR GENERAL NOTES.

S T

BAR CUT-3

J .E .B

S T

ST. JOHNS RIVER

S T

LT. BUOY-7 (04/17) 534,818 2,204,935

LT. BUOY-8 (04/17) 535,215 2,205,826

"G/L_BUOY-7"

"R/L_BUOY-8"

5 41

59.

18.

6 8.

48.

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

Y S .R .C

C O

N S

T R

U C

N D

R E

D G

-F

O O

T P

R O J

E C

C O

N T

R A

C T A

B A

R C

U T -3 T

O C

U T -7

J U

M .R .2 /D .B .V

J A

C K

S O

N V

L E H

A R

B O

EXISTING NORTH JETTY

EXISTING SOUTH JETTY

NOTE:

GRAPHIC SCALE

200'100'0100'

D R

E D

G P

L A

M A

T C

H L

E D

W G

C -0

T A

M A

T C

H L

E D

W G

C -0

T A

Y 2,207 ,000

Y 2,206 ,500

Y 2,206 ,000

Y 2,205 ,500

Y 2,205 ,000

S T

RGE. -380

RGE. 0

RGE. 380

RGE. -380

RGE. 0

RGE. 380

ST. JOHNS RIVER

50-FOOT REQUIRED DEPTH PLUS

1-FOOT ALLOWABLE OVERDEPTH

GRAPHIC SCALE

200'100'0100'

C-02

-J

H C

G a -C

N p ln .d g n

48-FOOT REQUIRED DEPTH PLUS

1-FOOT ALLOWABLE OVERDEPTH

BAR CUT-3

S T

H R

U S

T A

A R C

U T -3

S T

Y 2,207 ,500

RGE. 100

RGE. 150

RGE. 200

RGE. 250

S T

1. SEE DRAWING G-02 FOR GENERAL NOTES.

RGE. 50

J .E .B

S T

C-08

CB-MPJ08-11

VB-JHB2014M-09

CB-JH14-119

CB-JH14-120

CB-JH14-122

CB-JH14-123

CB-JH14-125

CB-JH14-127

VB-MPH08-26

PLANE COORDINATES

AIDS TO NAVIGATION

RED/GREEN BUOY (04/17) 2,205,218531,740

"G/R_BUOY"

9 44

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