W912EP-17-B-0001_KBIC-MCT_FY17_20161215_CERTIFIED_PLANS.pdf

PDF 14 MB Posted Dec 19, 2016

Attached to: U. S. Navy Submarine Base, Kings Bay, Camden County, Georgia (44, 45 and 47 Foot Project); Marine Corps Support Facility – Blount Island, Duval County, Florida (38-Foot Project)
Solicitation number: W912EP-17-B-0001
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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BidAbstractW912EP17B0001.pdf	PDF	Jan 27, 2017
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W912EP-17-B-0001,_Amendment_0002.pdf	PDF	Jan 4, 2017
W912EP-17-B-0001_Amendment_0001.pdf	PDF	Dec 23, 2016
W912EP-17-B-0001_KBIC-MCT_FY17_Vol2_CERTIFIED_SPECS.pdf	PDF	Dec 19, 2016
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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"

TO ACCOMPANY SOLICITATION

$AFETY PAY$

In Many Ways!

Jacksonville District

P ro du ct iv ity

In cr ea se d

Quality

Increased

KINGS BAY

U.S. NAVY SUBMARINE BASE

PLANS FOR

BLOUNT ISLAND

MARINE CORPS SUPPORT FACILITY

DUVAL COUNTY, FLORIDACAMDEN COUNTY, GEORGIA

MAINTENANCE DREDGING PROJECTS

131245-KBIC16-GI001cover.dgn

44, 45, AND 47-FOOT PROJECT 38-FOOT PROJECT

W912EP-17-B-0001NO.

SHEET TITLESHEET ID

CIVIL

G-02

G E

N E

R A

E X T

O D

R A

G S

INDEX TO DRAWINGS

SHEET TITLESHEET ID

GENERAL

G-01

G-02

G-03

COVER SHEET

INDEX TO DRAWINGS

PROJECT OVERVIEW - COMBINED

SHEET TITLESHEET ID

AG-01

GENERAL

CIVIL

BG-01

BG-02

BC-01

BC-02

BC-03

BC-04

AC-01

AC-02

AC-03

AC-04

AC-05

AC-06

AC-07

AC-08

AC-09

AC-10

AG-02

MCT PROJECT OVERVIEW

MCT CHANNEL CONTROL DATA

KBIC PROJECT OVERVIEW

KBIC CONTROL DATA - INNER CHANNEL

KBIC DREDGING PLAN - STA. 41+900 TO STA. 48+242, EHB & RFW

KBIC DREDGING PLAN - STA. 36+650 TO STA. 41+900, EHB & SS-N

KBIC DREDGING PLAN - STA. 30+000 TO STA. 36+650, MSF & SS-S

KBIC DREDGING PLAN - SMALL BOAT BASIN

KBIC DREDGING PLAN - EHW AND INSETS 1, 2, & 3

AC-11

KBIC DREDGING PLAN - PORT SECURITY BARRIER MOORING AREA

BC-05

KBIC MAINTENANCE DREDGING MCT MAINTENANCE DREDGING

KBIC TYPICAL DREDGING SECTIONS

MCT DREDGING PLAN - STA. 00+00 TO STA. 27+00

MCT DREDGING PLAN - STA. 27+00 TO STA. 56+09.1

MCT TYPICAL DREDGING SECTIONS

-K

-G

I0 in d e x .d g n

KBIC DISPOSAL PLAN - D/A-1 AND D/A-2

MCT DISPOSAL PLAN - DAYSON ISLAND - D/A-D

MCT DISPOSAL CROSS SECTIONS - D/A-D

AR-01 KBIC MOORING ASSEMBLY

RESOURCE

KBIC DREDGING PLAN - SITE SIX SOUTH & REFIT WHARVES

KBIC DREDGING PLAN - CRAB ISLAND ACCESS CHANNEL

AC-12

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

V .M .B

J .E .B

J U

L Y

G S B

A Y

P L

A N

S F

O R

M A

T E

N A

N C

E D

R E

D G

G P

R O J

E C

T S

M A

E C

O R

P S S

U P

P O

R T F

A C

Y U .S

N A

V Y S

U B

M A

E B

A S

A M

D E

N C

O U

N T

G E

O R

N D

-F

O O

T P

R O J

E C

B L

O U

N T I S

L A

N D

D U

V A

L C

O U

N T

Y F

L O

-F

O O

T P

R O J

E C

W E P -1

-B -0

NGS

BAY

PROJECT GENERAL NOTES

5. SEE SPECIFICATION 01 11 00 FOR SECURITY REQUIREMENTS.

MCT GENERAL NOTES, AND ESTIMATED QUANTITIES.

4. SEE DRAWING BG-01 FOR MCT PROJECT SITE MAP, MCT LEGEND,

KBIC GENERAL NOTES, AND ESTIMATED QUANTITIES.

3. SEE DRAWING AG-01 FOR KBIC PROJECT SITE MAP, KBIC LEGEND,

PERFORMANCE OF CONSTRUCTION OF THIS PROJECT.

FEATURES DETERMINED TO BE NECESSARY FOR OR AFFECT THE

SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH

BY SURVEY UNLESS OTHERWISE INDICATED. THE CONTRACTOR

ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED

2. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS

AS REQUIRED BY ER 1110-1-8152.

PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR EMPLOYMENT

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

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

V .M .B

J .E .B

J U

L Y

G S B

A Y

P L

A N

S F

O R

M A

T E

N A

N C

E D

R E

D G

G P

R O J

E C

T S

M A

E C

O R

P S S

U P

P O

R T F

A C

Y U .S

N A

V Y S

U B

M A

E B

A S

A M

D E

N C

O U

N T

G E

O R

N D

-F

O O

T P

R O J

E C

B L

O U

N T I S

L A

N D

D U

V A

L C

O U

N T

Y F

L O

-F

O O

T P

R O J

E C

W E P -1

-B -0

STATE BOUNDARY LINE

GEORGIA / FLORIDA

ATLANTA

VALDOSTA

SAVANNAH

MACON

AUGUSTA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

TAMPA

N.T.S.

CANAVERAL

ST AUGUSTINE

GAINESVILLE

GULF OF MEXICO

ATLANTIC OCEAN

CHARLESTON

LOCATION

KBIC PROJECT

LOCATION

MCT PROJECT

PROJECT LOCATIONS

FLORIDA

GEORGIA

ALABAMA

CAROLINA

SOUTH

ELEVATION (FEET)

NAVD88

P.I.

NORTH AMERICAN VERTICAL DATUM OF 1988

POINT OF INTERSECTION

NAD83 NORTH AMERICAN DATUM OF 1983

EL. / ELEV.

DWG. DRAWING

D/A DISPOSAL AREA

APPROX. APPROXIMATE

HORIZ.

N.T.S.

CENTERLINE

STA. STATION

CONC. CONCRETE

FT. FOOT / FEET

U.S. COAST GUARD

TYP. TYPICAL

USACE U.S. ARMY CORPS OF ENGINEERS

N/A NOT APPLICABLE

HORIZONTAL

MAXIMUM

MINIMUM

MEAN LOWER LOW WATER

MAGNETIC SILENCING FACILITY

SITE SIX - NORTH

SITE SIX - SOUTH

RGE. RANGE - (USED ONLY FOR ENTRANCE CHANNEL)

S. SOUTH

N. NORTH

MAX.

MIN.

MLLW

MSF

NAVSUBASE KINGS BAY NAVY SUB BASE

NOT TO SCALE

POC POINT OF CONTACT

RFW REFIT WHARVES

ABBREVIATIONS

KBIC

MCT

KINGS BAY INNER CHANNEL

MARINE CORPS TERMINAL

G-03

USCG

COR CONTRACTING OFFICER'S REPRESENTATIVE

EHB EXPLOSIVE HANDLING BASIN

U S

VERT VERTICAL

RBL RED BOUY LIGHT

GBL GREEN BOUY LIGHT

CY CUBIC YARD

A M

E L

E R

FT. GEORGE INLET

ST JOHNS RIVER ENTRANCE CHANNEL

ST. JOHNS RIVER

MAYPORT

STATION

NAVAL

HECKSHIRE DR.(S

R . 105)

ISLAND

BLOUNT

HECKSHIRE DR.

R . 1

BEACH

ATLANTIC

HISTORICAL PRESERVE

ECOLOGICAL AND

TIMUCAUN

ISLAND

LITTLE TALBOT

JACKSONVILLE

CITY

ST.

HNS

VER

NASSAU SOUND

TRAIL (S.R. 200)

BUCCANEER

U .S . 17

YULEE

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

ISLAND

AMELIA

FERNADINA BEACH

ST. MARYS

NAVAL STATION KINGS BAY

ST. MARYS ENTRANCE

ST. MARYS RIVER

C U

M B E

R L A

N D R

E R

C U

M B

E R

L A

N D I S

L A

N D

C H

A R

H S

H W

LAUREL ISLAND

P K

W Y

KINGSLAND

U S

C. R.

4 0

I N T E R S T A T E

U S

S. R. 9 A

SHEET BG-01

SHEET AG-01

G E O R G I A

S T A T E O F

F L O R I D A

S T A T E O F

C A M D E N C O U N T Y

N A S S A U C O U N T Y

D U V A L C O U N T Y

SBB SMALL BOAT BASIN

EHW

SS-N

SS-S

GRAPHIC SCALE

12,000'6,000'06,000'

BLOUNT ISLAND

MARINE CORPS SUPPORT FACILITY

KINGS BAY

U.S. NAVY SUBMARINE BASE

G E

N E

R A

-K

-G

I0 o v e rv ie w .d g n

P R

O J

E C

T O

V E

R V

W C

O M

E D

DREDGE MATERIAL PLACEMENT FACILITYDMPF

EXPLOSIVE HANDLING WHARVES

SITE SIX - NORTH

MOORING AREA

PORT SECURITY BARRIER

O C E A N

A T L A N T I C

JOLLY RIVER

ST. M

ARYS RI

VER

P O

T P

E T E

R C

R E

E K

C U

M B E

R L A

N D S

O U

N D

C U

M B

E R

L A

N D S

O U

N D

E R C

R E E K

N A S S A U C O U N T Y

F L O R I D A

CUMBERLAND ISLAND

CLINCH

FORT

GROIN FIELD

FORT CLINCH

STATE LINE (TYP.)

REFIT WHARVES

SMALL BOAT BASIN

SITE SIX - SOUTH

DREDGING EXCLUSION ZONE

DISPOSAL AREA 2 - D/A-2

MAGNETIC SILENCING FACILITY - NORTH

EXPLOSIVE HANDLING BASIN

EXPLOSIVE HANDLING WHARVES

DISPOSAL AREA 1 - D/A-1

ACCESS CHANNEL

CRAB ISLAND

Y= 270,000

Y= 260,000

Y= 280,000

Y= 290,000

Y= 300,000

Y= 275,000

Y= 265,000

Y= 285,000

Y= 255,000

ST. MARYS RIVER

KINGS BAY ENTRANCE CHANNEL

PROJECT CHANNEL

AIDS TO NAVIGATION

ELEVATION AND LOCATION49.5

PIPELINE ROUTE

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

UPLAND DISPOSAL AREA

DREDGING EXCLUSION ZONE

KBIC GENERAL NOTES:

IN THE DIRECTION OF ARROW

MONUMENT FALLS OFF THE PAGE

AREA TO BE DREDGED

-K

-G

I1 P

L N .d g n

P R

O J E

C T L

G S B

A Y

N E R

C H

A N

N E L

C A M D E N C O U N T Y

G E O R G I A

N A V A L S T A T I O N K I N G S B A Y

ISLAND

STAFFORD

KBIC LEGEND

ISLAND

TIGER

CONTROL POINT

VERTICAL / TIDAL CALIBRATION

GRASS OR MARSH AREA

SURVEY TO ESTIMATE ACTUAL QUANTITIES.

QUANTITIES AT TIME OF DREDGING WILL VARY. CONTRACTOR SHALL USE LATEST AVAILABLE HYDROGRAPHIC

1. REQUIRED DEPTH AND 2-FOOT ALLOWABLE OVERDEPTH QUANTITIES BASED UPON ANTICIPATED SHOALING.

NOTE:

TOTAL:

(FT)

DEPTH

REQUIRED

(CY)

DEPTH

REQUIRED

(CY)

OVERDEPTH

ALLOWABLE

YARDS

CUBIC

TOTAL

47 & 45 300,000

70,000

OPTION B

OPTION C

KBIC ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

30,000

47 & 44

OPTION A

BASE

CHANNEL LOCATION

36+850 38+800

48+17543+300

39+141

39+141 43+300

MSF NORTH

RANGE-E TO -G

AND

RANGE-G TO -H

AND

EHB

SITE SIX

NORTH

RANGE-H TO -I

EHW

REFIT

WHARVES

48+175

36+54834+233.1

31+800

41+420 43+320

SBB 43+497.5 45+207.1 24

110,000 315,000

105,000 255,000

40,000 75,000

4,000 15,000

20,000

65,000

38,000

1,192,500

OPTION G 34+233.1 48+175 47, 46 & 45

OPTION E

PORT SECURITY

MOORING AREA 46+100

AREA

DISPOSAL

DESIGNATED

D/A-2

D/A-1

D/A-2

D/A-1 & D/A-2

DRYDOCK SILL

& MOORING

OPTION F N/A N/A 46 D/A-2

OPTION D

N/A* N/A*

2ND DREDGING:

SSS & ARDM YOKE,

SITE SIX SOUTH

& ARDM YOKE

SILL & MOORING

EHW,

REFIT WHARVES,

N/A*

165,000

205,000

50,000

150,000

20,000

35,000

25,000 5,000

11,000

11,000 9,000

26,000 12,000

45,000 20,000

700,000 492,500*OPTION F IS LUMP SUM; OPTION H IS DESCRIBED IN SPECS.

45+850

AND LOCATION

VIBRACORE DESIGNATION

135,000

VB-KBIC

47+393.6

OPTION K 38+478.8 12 D/A-1 7,000 9,500

CRAB ISLAND

ACCESS CHANNEL38+198.7

CB-KBIC

CORE BORING

SIDE SLOPE DREDGING AREA

2,500

SEGMENT

CHANNEL STATIONING

5. SEE DRAWING AC-11 FOR DISPOSAL AREA AND DREDGE PIPELINE ROUTES.

4. SEE DRAWING AC-01 FOR KBIC CHANNEL SURVEY NOTES.

3. SEE DRAWING AG-02 FOR KBIC CHANNEL CONTROL DATA.

GENERAL NOTES.

2. SEE DRAWING G-03 FOR PROJECT OVERVIEW COMBINED AND PROJECT

REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83).

MERCATOR PROJECTION FOR THE EAST ZONE OF GEORGIA AND

MEASURED IN US SURVEY FEET AND BASED ON THE TRANSVERSE

1. ALL HORIZONTAL COORDINATES SHOWN ON KBIC PLANS ARE

BEGIN END

R A

N G E -I

R A N G E -H

R A N G E -F

RANGE-G

R A

N G

E -E

R A

N G

E -D

R A

N G

E -C

R A

N G

E -B

R A

N G

E -A

RANGE-A1

RANGE-A

KBIC PROJECT SITE

ISLAND

POINT

DRUM

Y= 295,000

A N

G E -I

STA 3

RANGE-E

L C

R E E

AG-01

GRAPHIC SCALE

3,000'1,500'01,500'

G E

N E

R A

K B

R O J

E C

T O

V E

R V

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

V .M .B

J .E .B

J U

L Y

G S B

A Y

P L

A N

S F

O R

M A

T E

N A

N C

E D

R E

D G

G P

R O J

E C

T S

M A

E C

O R

P S S

U P

P O

R T F

A C

Y U .S

N A

V Y S

U B

M A

E B

A S

A M

D E

N C

O U

N T

G E

O R

N D

-F

O O

T P

R O J

E C

B L

O U

N T I S

L A

N D

D U

V A

L C

O U

N T

Y F

L O

-F

O O

T P

R O J

E C

W E P -1

-B -0

GRAPHIC SCALE

-K

-G

C D

P .d g n

BR04

BR01

RS09

RS14

SB02

SB01

LS14

HB04

HB03

HB02

HB01

SS01

SS02

MS01

BR03

BR02

SS03

LS10

LS11

LS15

LS16

LS17

MS02

RS10

RS11

RS12

RS13

LS12

LS13

LS18

LS19

REFIT WHARVES

PORT SECURITY BARRIER MOORING AREA

SMALL BOAT BASIN

SITE SIX

MAGNETIC SILENCING FACILITY

BOAT RAMP

EXPLOSIVE HANDLING BASIN

EXPLOSIVE HANDLING WHARVES

CRAB ISLAND ACCESS CHANNEL

Y ,0

X 860,000

X 862,000

X 864,000

X 866,000

X 868,000

X 870,000

X 872,000

Y ,0

XIV

XIII XII

RS19

RS18

X 856,000

Y ,0

X 858,000

RANGE-E

RANGE-G

RANGE-I

RANGE-H

RANGE-F

R A

N G

E-D

KBIC GENERAL NOTES.

2. SEE DRAWING AG-01 FOR KBIC PROJECT OVERVIEW AND

1. SEE DRAWING G-03 FOR PROJECT GENERAL NOTES.

P .I S

T A .7

A N

G E -I

P .I S

T A .4

A N

G E -H I

P .I S

T A .7

A N

G E -G H

P .I S

T A .7

A N

G E -G G

P .I S

T A .7

A N

G E -E F

P .I S

T A .7

A N

G E -D E

S T A

S T

A S T

X 860,000

X 862,000

X 864,000

X 866,000

RANGE-I

RANGE-H & I

RANGE-H

RANGE-G

RANGE-F & G

RANGE-E

RANGE-I

RANGE-H & I

RANGE-G & H

RANGE-F & G

RANGE-E & F

RANGE-D & E

RANGE-I

RANGE-H & I

RANGE-H

RANGE-G

RANGE-F

RANGE-D & E

KINGS BAY INNER CHANNEL

1000'500'0500'

CHANNEL CONTROL DATA NOTES:

REVISED: 05 SEPTEMBER 2014

BBBW69867 9511 F TIDAL

N/AKBFD-1

BBBW88SITE-6

BBDK29USCG KINGS BAY ARP

BC0166872 0030 TIDAL 34

BBCK39RICHARD E. BONNER

BBCB08BATH HOUSE ARP

PIDDESIGNATION

SURVEY CONTROL MARKS:

THE WHICH PPCP IS USED AT EACH REACH OF THE PROJECT.

EXIST, ALERT USACE PERSONNEL FOR FURTHER DIRECTION. PUBLISHED SURVEY NOTES INDICATE

IDENTIFIER (PID) OR GAGE STATION ID SHOWN FOR THE PPCP. IF DIFFERENCES ARE FOUND TO

NGSIDB, OPUS/DB, AND/OR NOAA CO-OPS NWLON DATABASES, BASED ON THE PERMANENT

CHANGES AS COMPARED TO THE CURRENT NOAA NATIONAL SPATIAL REFERENCE SYSTEM (NSRS)

PPCP COORDINATE AND ELEVATION DATA ARE PUBLISHED BELOW, AND SHOULD BE VERIFIED FOR

PRIMARY PROJECT CONTROL POINTS (PPCP):

FOR THE KTD FILE NAME.

ACCOMPANYING EACH SURVEY FROM THE JACKSONVILLE DISTRICT. REFER TO SURVEY NOTES

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

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

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

OR GROSS DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM VALUES AT DISCRETE

MODEL. THESE EDITS ARE A RESULT OF EITHER OMISSIONS IN THE ORIGINAL VDATUM COVERAGE, VDATUM MODEL, THE KTD FILE MAY CONTAIN EDITS OR ADDITIONS NOT FOUND IN THE VDATUM

SOFTWARE FOR REAL TIME VERTICAL DATUM CORRECTIONS. THOUGH DERIVED FROM THE

CONSTRUCT A KINEMATIC TIDAL DATUM GRID FILE (KTD) FOR USE BY THE HYDROGRAPHIC

HYDRODYNAMIC TIDAL MODEL VERSION 01, RELEASE 9 APRIL 2010. THIS MODEL WAS USED TO

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

TIDAL MODEL:

TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

THE NOAA 1983-2001 NATIONAL TIDAL DATUM EPOCH. ORTHOMETRIC HEIGHTS ARE REFERENCED

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

: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 (1001). MEASUREMENT UNITS ARE THE U.S. SURVEY FOOT. CHANNEL

1983 (NAD83). GRID COORDINATES ARE SHOWN IN THE GEORGIA STATE PLANE COORDINATE

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

:HORIZONTAL REFERENCE SYSTEM

NAVD88 ORTHOMETRIC HEIGHTS.

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

REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE PPCPs LISTED ABOVE.

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

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS PERFORMED

:CONSTRUCTION SURVEY POSITIONING CRITERIA

PPCP: INNER CHANNEL867 9511KINGS BAY, GEORGIA

PPCP: ENTRANCE CHANNEL872 0030FERNANDINA BEACH, AMELIA RIVER

NOAA TIDE GAUGE

16.57

11.05

N/A

13.95

11.17

N/A

12.52

7.15

15.32

22.24

10.12

7.35

27.87

859,848.99

866,210 SC

865,174.11

866,092.38

877,190 SC

876,656.40

887,895.07

292,228.99

287,700 SC

286,831.55

287,675.63

245,330 SC

245,067.46

255,327.18

BBBW69

N/A

BBBW88

BBDK29

BC0166

BBCK39

BBCB08

867 9511 F TIDAL

KBFD-1

SITE-6

USCG KINGS BAY ARP

872 0030 TIDAL 34

RICHARD E. BONNER

BATH HOUSE ARP

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

SURVEY CONTROL

867 9511 F TIDAL

BBBW69

SITE-6

BBBW88

USCG KINGS BAY ARP KBFD-1

HORIZONTAL CONTROL.

TO BE USED AS A VERTICAL CALIBRATION/CHECK POINT, NOT FOR

2. "SC" INDICATES A SCALED HORIZONTAL POSITION. THIS POINT IS ONLY TO

SURVEYING AND MAPPING BRANCH" FOR SPECIFIC DETAILS AND ACCESS.

RECEIVER/ANTENNA/RTK INSTALLATION. CONTACT "OPERATIONS DIVISION /

1. "ARP" AS USED ABOVE INDICATES THAT THIS MARK IS AN OPERATIONAL GPS

NOTES:

RS15

RS16

RS17

NOTE:

BASIN

TURNING

UPPER

HB05

R A

N G

E -D

S T

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

V .M .B

J .E .B

J U

L Y

G S B

A Y

P L

A N

S F

O R

M A

T E

N A

N C

E D

R E

D G

G P

R O J

E C

T S

M A

E C

O R

P S S

U P

P O

R T F

A C

Y U .S

N A

V Y S

U B

M A

E B

A S

A M

D E

N C

O U

N T

G E

O R

N D

-F

O O

T P

R O J

E C

B L

O U

N T I S

L A

N D

D U

V A

L C

O U

N T

Y F

L O

-F

O O

T P

R O J

E C

W E P -1

-B -0

AG-02

G E

N E

R A

POINTS

P.I.

YXPOINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

SB02

SB01

859,411.51

860,115.82

292,566.46

291,627.22

YXPOINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

HB05

HB04

HB03

HB02

HB01

860,666.46

860,638.28

862,500.18

862,845.04

864,423.26

291,592.38

291,387.42

289,457.43

289,329.23

289,065.75

CONTROL POINTS

(EHB) EXPLOSIVE HANDLING BASIN

YXPOINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

CONTROL POINTS

(SS) SITE SIX OPERATING AREA

SS03

SS02

SS01

864,108.08

867,344.70

867,481.22

289,118.37

285,813.71

285,952.47 YXPOINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

BR04

BR03

BR02

BR01

868,115.00

867,285.00

868,305.74

283,585.00

283,718.00

283,518.00

283,349.67

YXPOINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

MS02

MS01

867,914.38

869,014.94

283,581.22

282,505.57

COORDINATES (NAD 83)

GEORGIA EAST ZONE

CUTPOINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

CONTROL POINTS

CHANNEL TOE LEFT SIDE

LS19

LS18

LS17

LS16

LS15

LS14

LS13

LS12

LS11

LS10

857,489.78

857,474.02

858,962.41

859,249.97

859,415.45

860,629.26

861,850.08

865,687.15

866,779.13

868,458.82

295,120.00

294,929.50

293,175.24

292,991.96

292,833.16

291,629.14

290,422.90

288,399.15

287,269.00

284,119.29

CUT POINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

CUT

XIV

XIII

XII

857,604.48

859,419.36

861,709.70

865,853.78

866,908.45

869,379.82

295,302.47

293,163.40

290,900.40

288,655.68

287,582.11

282,949.05

RS19

RS18

RS17

RS16

RS15

RS14

RS13

RS12

RS11

RS10

RS09

857,955.61

858,192.00

858,643.71

859,160.87

859,164.81

859,588.75

861,159.70

862,144.15

864,179.74

866,640.06

869,619.96

295,508.56

295,593.00

295,752.56

295,143.73

293,999.78

293,334.83

292,093.51

291,566.34

289,949.13

288,616.45

283,030.03

CONTROL POINTS

CHANNEL CENTERLINE

CONTROL POINTS

CHANNEL TOE RIGHT SIDE

CONTROL POINTS

(SBB) SMALL BOAT BASIN

(BR) BOAT RAMP CONTROL POINTS

CONTROL POINTS

(MSF) MAGNETIC SILENCING FACILITY

K B

O N

T R

O L D

A T

A I

N N

E R C

H A

N N

E L

BATH HOUSE ARP

872 0030 TIDAL 34

RICHARD E. BONNER

PLANE COORDINATES

AIDS TO NAVIGATION

LT - 50 (10/16)

LT - 52 (10/16)

LT - 53 (10/16)

LT - 54 (10/16)

LT - 58 (10/16)

LT - 60 (10/16)

LT - 62 (10/16)

LT - 56 (10/16)

861,980

860,805

859,274

859,709

859,335

859,092

858,695

858,280

859,260

859,228

859,241

859,265

858,627

291,821

292,521

292,872

293,399

293,939

295,385

295,875

295,759

294,102

294,529

294,927

295,341

295,487

MOORING BUOY (10/16) 1

MOORING BUOY (10/16) 2

MOORING BUOY (10/16) 3

MOORING BUOY (10/16) 4

MOORING BUOY (10/16) 5

YXMOORING FACILITY

DRY DOCK CAISSON GATE

858,161 295,582

858,186 295,506

857,980 295,432

857,933 295,490

LOCATION OF THE LABEL LEADER.

* COORDINATES GIVEN CLOCKWISE AT THE

51.0 50.9

51.0

50.7

50.5

50.5 50.6

50.6 50.5

50.5

50.4

50.4 50.4

50.4

50.4 50.4

50.4

50.2

50.3

50.2

50.3 50.2

50.2

50.2 50.2

50.2

50.3

50.2

50.3

50.3 50.2

50.2

50.3

50.2

50.3

50.2

50.3

50.2

50.1

50.1 50.1 50.1

50.1

50.1 50.1 50.1

50.1

50.1 50.1

50.1

50.0

50.0 50.0

50.0

50.0 50.0

50.0

49.8

49.9 49.9

49.8

49.9

49.8

49.9

49.9 49.9

49.8 49.9

49.9 49.9

49.9

49.9 49.8

49.8

49.8 49.8

49.9 49.8

49.8

49.9

49.8

49.9

49.8

49.9

49.8

49.9

49.8

49.9

49.8

49.7

49.7 49.7

49.7

49.7 49.7

49.7

49.6

49.6 49.6

49.6

49.6 49.6

49.6

49.6 49.6

49.6

49.4

49.5

49.4

49.5

49.5 49.4

49.4

49.5 49.4

49.5

49.4

49.5 49.5

49.4

49.5 49.5

49.4

49.5

49.4

49.5

49.5 49.4

49.4

49.5

49.4

49.5

49.4

49.5

49.4

49.4 49.4

49.4

49.5

49.5 49.5

49.4

49.5

49.4

49.3

49.3 49.3

49.3

49.3 49.3

49.3

49.2

49.2 49.2

49.2

49.0

49.1

49.0

49.1

49.0

49.1

49.0

49.1

49.0

49.1

49.1 49.0

49.1

49.0

49.1

49.1 49.0

49.1

49.0

49.1

49.0

49.1

49.0

49.1

49.0

49.1

49.0

49.1

49.0

49.1

49.0

49.1 49.1

49.1

49.0

49.1

49.1 49.0

49.1 49.1

49.0

49.1

48.9

48.9 48.9

48.9

48.9 48.9

48.9

48.7 48.8

48.7

48.8

48.7

48.8

48.7

48.8

48.8 48.7

48.8

48.8 48.8

48.8

48.7

48.8

48.7

48.8

48.7

48.8

48.7

48.8

48.7

48.8

48.7

48.8

48.7

48.8

48.7

48.8

48.7

48.8

48.6

48.6 48.6

48.6

48.5

48.5 48.5

48.5

48.5 48.5

48.5

48.5 48.5

48.5

48.3

48.3 48.3

48.4

48.3

48.4

48.4 48.3

48.3

48.4

48.3

48.4

48.3

48.4

48.3

48.4

48.3

48.3 48.3 48.3

48.3

48.3 48.4

48.3

48.4

48.3

48.4

48.3

48.4

48.3

48.4

48.3

48.4

48.3

48.4

48.3

48.2

.2 48

48.2

48.2 48.2

48.2

48.1

48.1 48.1

48.1

48.1 48.1

48.1

48.1 48.1

48.1

48.1 48.1

48.1

48.0

47.9

48.0

47.9

47.9 48.0

48.0

47.9

47.9 48.0

48.0

47.9

48.0

47.9

47.9 47.9

48.0 48.0

47.9

48.0

48.0 48.0

48.0

47.9 47.9

48.0

47.9

48.0

47.9 47.9

47.9

48.0

48.0 47.9

47.9

47.9 47.9

48.0

47.9

48.0

.0 47

48.0

47.9

48.0

47.9 47.9

47.9

48.0

47.9

48.0

47.9

48.0 47.9

47.9

47.9 48.0

48.0

47.9

48.0

47.9

48.0

47.9

48.0

47.9

48.0

47.9

48.0

47.9

48.0

47.8

47.8 47.8

47.8

47.8 47.8

47.8

47.8 47.8

47.8

47.8 47.8

47.8

47.8 47.8

47.8

47.8 47.8 47.8

47.8

47.7

47.7 47.7

47.7

47.7 47.7

47.7

47.7 47.7

47.7

47.7 47.7

47.7

47.7 47.7

47.7

47.7 47.7

47.7

47.5

47.6 47.5

47.5

47.6

47.5

47.6

47.5

47.6

47.5

47.6

47.5

47.6 47.5

47.6

47.5 47.6

47.5

47.6

47.5

47.6

47.5

47.6 47.6

47.5 47.5

47.6

47.5

47.6

47.5

47.6

47.6 47.5

47.5

47.6

47.5

47.6

47.5

47.6 47.6

47.5

47.6

47.5

47.5 47.6

47.5

47.6

47.5

47.6

47.5

47.6

47.5

47.5 47.6

47.6

47.5

47.6

47.5

47.6

47.5

47.6

47.6 47.6

47.6

47.4

47.4 47.4

47.4

47.4 47.4

47.4

47.3

47.3 47.3

47.3

47.3 47.3

47.3

47.1

47.2

47.1 47.2

47.1

47.2

47.1

47.2

47.2 47.2

47.2

47.2 47.2

47.1

47.2

47.1

47.2

47.1

47.2

47.2 47.2

47.1

47.2

47.1

47.2

47.1

47.2

47.1

47.0

46.9

47.0 46.9 47.0

46.9 47.0

47.0 47.0

47.0

46.9

46.9 46.9

47.0

47.0 46.9

46.9

47.0

46.9

47.0

46.9

47.0

46.9

46.9 47.0

47.0

46.9

47.0

46.9

47.0

46.9

47.0

46.7

46.8 46.8

46.7

46.8

46.7

46.8 46.7

46.7

46.8

46.7 46.7

46.8

46.7

46.8

46.8 46.8

46.8

46.7

46.8

46.7

46.6

46.5

46.4

46.3 46.3

46.3

46.4

46.3

46.4

46.3

46.4

46.3

46.4

46.2

46.2 46.2

46.2

46.1 46.1

46.1

45.9

45.9 45.9

45.9

46.0 45.9

45.9

46.0

46.0 46.0

45.9

46.0

45.9

46.0

45.9

46.0

45.9

45.8 45.8

45.8

45.8 45.8

45.8

45.7 45.7

45.7

45.7 45.7

45.7

45.6

45.5

45.6

45.6 45.6

45.6

45.5

45.6

45.5

45.6

45.5

45.6

45.5

45.6

45.5

45.6

45.5

45.6

45.5

45.4

45.3

45.2

45.3

45.2

45.3

45.3 45.2

45.3

45.2

45.3

45.2

45.3

45.2

45.1 45.1

45.1

45.1 45.1

45.1

45.0

44.8

44.8 44.8

44.8

44.8 44.9

44.7

44.6

44.5

44.4

44.5

44.3

44.0

44.1

43.9 43.9

43.9

43.8

43.6 43.6

43.5

43.4

43.3

43.4

43.3

43.1

42.9

42.8

42.6

42.7

42.6

42.5

42.3

42.2

42.1

42.0

41.9

41.8

41.7

41.6

41.2

41.1

41.0

40.8

40.7

40.5

40.6

40.3

40.1

40.0

39.9

39.7

39.6

39.5

39.3

39.2 39.0

39.1

38.5

38.4

38.3

38.2

38.0

37.9

37.7

37.5

37.3

37.2

37.1 37.1

37.0

36.9

36.8

36.5

36.1 36.1

36.1

35.9

36.0

35.8

35.7

35.6

35.5

35.4

35.3

35.3 35.1

35.0

34.9

34.8

34.8 34.6 34.6

34.6

34.5

34.4

34.1

33.6

33.4

33.3

33.2

32.8

32.9

32.7 32.6

32.6

32.4

31.9

31.5

31.3

31.4

31.1

30.9

31.0

30.8

30.5

30.3

30.1

30.2

30.0

29.9

29.6

29.7

29.5

29.3

29.4

29.2

29.1

28.9

29.0 28.9

28.6

28.5

28.4

28.3

28.0

27.9

27.8

27.9

27.7

27.5

27.4

27.5 27.5

27.2

27.0

26.9

26.8

26.6 26.7

26.7 .7

26.7 26.5

26.5

26.4

26.2

26.3

26.2

26.3 26.2

26.3

26.1

26.0 26.0

26.0

25.8

25.6

25.7

25.4 25.4

25.3

25.2

25.1

24.9 24.9

24.9

24.4 24.4

24.3

24.3 24.4

24.0

23.9

23.8 23.8

23.7

23.6

23.5

23.6

23.5

23.6

23.4

23.3 23.3

23.3

23.1

23.2

23.1

23.2

23.1

23.0

22.9 22.9

22.9

22.7

22.8

22.6

22.4

22.5

22.4

22.3

22.2

22.0

22.1 .9

21.6

21.7 21.7

21.6

21.7

21.6

21.7

21.5

21.4

21.3

21.2

21.1

21.2

21.0

20.8

20.7

20.6

20.4

20.3

20.2

20.1

20.0

20.1

19.9

19.8

19.6

19.7

19.5

19.4 19.4

19.4

19.3

19.2

19.3

19.2 .3 1

9.3

19.3

19.2

19.3

19.1

19.0

18.9

18.7

18.6

18.5

18.6

18.5

18.4

18.3

18.2

18.1

18.0

17.9

17.7

17.6

17.5

17.5 17.5

17.3

17.1

17.0

.9 1

7.1

16.9

17.1 17.1

17.0

16.8

16.7

16.5

16.6

16.5

16.6

16.1

16.0

15.9

15.8

15.5

15.4 15.4

15.5

15.3

15.2

15.0

15.1

14.9

14.8

14.6

14.7

14.6

14.5

14.4

14.2

14.3

14.2

14.3

14.0

13.9

13.8

13.7

13.6

13.5

13.6

13.4

13.3

13.2

13.1 13.1

13.1

12.7

12.5

12.4

12.3

12.1

11.9

12.0 11.9

11.5

11.4

11.3

11.2

11.1

11.2

10.7

10.8

10.7

10.8

10.5

10.3

10.2 10.2

10.1

10.0

10.1

10.0

9.7

9.6

9.7

9.5

9.5 9.39.1

9.1

9.0 8.7

8.6

8.5

8.5 8.5

8.4

8.3

8.3 8.3

8.3

8.2

8.0

8.1

8.0

7.9

7.8

7.7 7.5

7.5

7.2

7.1

6.9

6.7

6.6

6.4

6.3

6.2

6.1

6.0

5.9

5.7

5.8

5.6

5.5

5.3

5.4

5.3

5.2

5.0

5.1

5.05.0

5.1

4.6

4.7

4.6

4.5

4.4

"MOORING BUOY_4"

4.3

4.2

4.1

4.3

4.1

4.0

3.9

3.83.8

3.8

3.6

3.5

3.4

3.5 3.4

3.5

3.3

3.2

3.0

3.1

3.0

3.1

2.9

2.9 2.6

2.7

2.6

2.4

2.2

2.1

1.8

1.7

1.6

1.5

1.6

1.1

1.2

1.0

0.90.9

0.9

0.7

0.4

0.3 0.2

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

V .M .B

J .E .B

J U

L Y

G S B

A Y

P L

A N

S F

O R

M A

T E

N A

N C

E D

R E

D G

G P

R O J

E C

T S

M A

E C

O R

P S S

U P

P O

R T F

A C

Y U .S

N A

V Y S

U B

M A

E B

A S

A M

D E

N C

O U

N T

G E

O R

N D

-F

O O

T P

R O J

E C

B L

O U

N T I S

L A

N D

D U

V A

L C

O U

N T

Y F

L O

-F

O O

T P

R O J

E C

W E P -1

-B -0

(TYP.)

EDGE OF WATER

APPROXIMATE

GATES

PORT SECURITY BARRIER MOORING AREA

FOR INSET "1"

SEE DRAWING AC-05

REFIT WHARVES

(UTB)

UPPER TURNING BASIN

EXPLOSIVE HANDLING WHARVES (EHW)

BASIN (EHB)

HANDLING

EXPLOSIVE

SMALL BOAT BASIN (SBB)

SPILL WAY

D R

O C

DRYDOCK ROAD

WATER FRONT ROAD

5060 ROAD

PARKING LOT

ROAD

L L E J

USS JAMES MONROE AVE.

A D

5104 ROAD

M E

A D

O W

L A

SIMON LAKE RD (NORTH)

USS JAMES MONROE AVE.

WILL ROGERS ROAD

SIMON LAKE (SOUTH)

SIMON LAKE RD (SOUTH)

W A

T E

E A

T M

C E

M E

A D

O W

L A

+0.1 0.1

0.1

"LT-60"

"LT-54"

"LT-52"

"LT-50"

"LT-53"

"MOORING BUOY_3"

"MOORING BUOY_2"

"MOORING BUOY_1"

"MOORING BUOY_5"

"LT-62"

"LT-58"

LT-56

V B -K

-5

V B -K

-6

-K

-C

N P

L N .d g n

AC-01

AC-08

AC-08A

AC-08

AC-10

400'200'0200'

X = 855,000

X = 856,000

X = 858,000

X = 859,000

Y ,0

Y ,0 0X

= 864,000

X = 863,000

X = 862,000

X = 861,000

X = 860,000

Y ,0

2 FOOT ALLOWABLE OVERDEPTH45 FOOT REQUIRED DEPTH (BASE) PLUS

GRAPHIC SCALE

M A

T C

H L

E D

W G . N

O . A

C -0

A N

G E -G S

T A . 4

MATERIAL TO BE PLACED IN D/A-

2 FOOT ALLOWABLE OVERDEPTH 47 FOOT REQUIRED DEPTH (BASE) PLUS

K B

R E

D G

G P

L A

N S

T A

O S

T A

E H

B R

F W

(SEE KBIC GENERAL NOTE 6 & SHEET NOTE 3)

RANGE-H

S T

MATERIAL TO BE PLACED IN D/A-2

(SEE KBIC GENERAL NOTE 6 & SHEET NOTE 3)

S T

A .4

D/A-2

RANGE-I

MATERIAL TO BE PLACED IN D/A-

2 FOOT ALLOWABLE OVERDEPTH

RANGE-I - 47 FOOT REQUIRED DEPTHS (BASE) PLUS

2 FOOT ALLOWABLE OVERDEPTH

UTB - 45 FOOT REQUIRED DEPTHS (BASE) PLUS

S T

OPTION F

MOORING FACILITY

DRYDOCK CAISSON GATE

GATE SILL

DRYDOCK CAISSON

S T

FOR DREDGING PLAN, SEE DRAWING AC-07

FOR DREDGING PLAN, SEE DRAWING AC-04

FOR DREDGING PLAN, SEE DRAWING AC-05

FOR DREDGING PLAN, SEE DRAWING AC-06

P .I S

T A .4

A N

G E -H I

P .I S

T A .7

A N

G E -G H

SHEET NOTES:

SPECIFICATION 01 11 00.

IN PARAGRAPH "COORDINATION WITH THE NAVY" IN

COORDINATED WITH NAVSUBASE POC AS SPECIFIED

4. WORK INSIDE SECURITY ARCS SHALL ALSO BE

ADJACENT TO STRUCTURES.

FOR INSTRUCTIONS REGARDING DREDGING

PROPERTY AND WATERFRONT STRUCTURES"

35 20 23 PARAGRAPH TITLED "KBIC ADJACENT

3. SEE SPECIFICATION DREDGING SECTION

OVERVIEW AND KBIC GENERAL NOTES.

2. SEE DRAWING AG-01 FOR KBIC PROJECT

COMBINED AND PROJECT GENERAL NOTES.

1. SEE DRAWING G-03 FOR PROJECT OVERVIEW

Y ,0

X = 857,000

Y ,0

(SEE NOTE 4)

SECURITY ARC

SURVEY NOTES

STA 48+175 TIDE STAFFSET FROM NOS TIDAL BM “9511F”

REFERENCE BASE LOCATED AT “USCG KINGS BAY ARP" FOR RGE-G, STA 39+100 TO RGE-I,

STA 39+100 TIDE STAFF SET FROM DMA “KBFD-1, 1980”

REFERENCE BASE LOCATED AT "USCG KINGS BAY ARP" FOR RGE-D, STA 22+547 TO RGE-G,

“RICHARD E. BONNER”

STA. 22+547 TIDE STAFF LOCATED AT FERNANDINA MUNICIPAL MARINA SET FROM

REFERENCE BASE LOCATED AT "BATH HOUSE ARP" FOR RGE-A, STA 0+000 THRU RGE-C,

WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

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

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

1983 (NAD83).

THE EAST ZONE 1001 OF GEORGIA AND REFERENCED TO NORTH AMERICAN DATUM OF

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

KINEMATIC TIDAL DATUM MODEL (KINGSBAY-2013 06 26.KTD).

4. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC GPS AND A HYPACK

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

BAY, GA

NOAA TIDAL STATION 872-0030, FERNANDINA BEACH, FL NOAA TIDAL STATION 867-9511, KINGS

SITES SPECIFIED BELOW:

TO THE PUBLISHED MLLW HEIGHTS OF THE BENCH MARKS ASSOCIATED WITH THE TIDE GAGE

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

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

2. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW)

1. REFER TO SURVEY NO. 16-202 COMPLETED IN OCTOBER 2016.

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

ASSURANCE REQUIREMENTS WERE FOLLOWED IN ACCORDANCE WITH USACE

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

TO BE USED FOR NAVIGATION.

THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF THE SURVEY AND IS NOT

INDICATING THE GENERAL CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR

MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS

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

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

RGE-A1 & RGE-A17 OCT 2016SB-36

RGE-C, RGE-B & RGE A-216 OCT 2016SB-36

SITE-6, RGE-E & RGE-D15 OCT 2016SB-36

RGE-G (OUTSIDE WRA), RGE-F, RGE-E & MSF14 OCT 2016SB-36

& REFIT WHARF

EHW-1, 2 & WARPING WHARF, DRYDOCK SILL13 OCT 2016SB-36

RGE-G, RGE-H & RGE-I12 OCT 2016SB-36

EHW-1, 2 & WARPING WHARF, RGE-I & RGE-H11 OCT 2016SB-36

AREA SURVEYEDVESSEL DATE OF SURVEY

INCLUDING EHW-1-2-WARPING WHARF, SITE-6 AND MSF ARE IN HIGH FREQUENCY.

SYSTEM OPERATING AT 200/400 KHZ. SOUNDINGS SHOWN FROM RANGE-A THRU RANGE-I,

WITH A 28/200 KHZ SINGLE-BEAM TRANSDUCER AND AN RESON MODEL T20P MULTIBEAM

8. VERTICAL MEASUREMENTS WERE MADE USING A ROSS MODEL 835C SMART SOUNDER

288,033

290,024

289,496

289,301

289,677

289,825

289,226

289,018

289,152

288,432

290,363

288,772

865,724

864,146

865,076

865,707

864,559

864,597

864,332

864,237

864,287

863,911

867,436

866,689

X Y

AIDS TO NAVIGATION

LT - 48 (10/16)

DBN-78 (10/16)

WARNING SIGN (10/16)

LT - 46 (10/16)

MOORING BUOY (10/16) 10

MOORING BUOY (10/16) 11

MOORING BUOY (10/16) 8

MOORING BUOY (10/16) 9

MOORING BUOY (10/16) 7

MOORING BUOY (10/16) 6

MOORING BUOY (10/16) 12

MOORING BUOY (10/16) 13

CHANNEL

ACCESS

ISLAND

CRAB

S T

50.5

50.6

50.5

50.6

50.4 50.4

50.2

50.3

50.2

50.3

50.2

50.1

50.0

50.0 50.0

49.9

49.8

49.9 49.9

49.8

49.9 49.9

49.9

49.8

49.9

49.8

49.9

49.9 49.8

49.9

49.8

49.9

49.7

49.6

49.6 49.6

49.6

49.5

49.4

49.5

49.5 49.5

49.5

49.5 49.4

49.5

49.4

49.5

49.4 49.4

49.5

49.4

49.3

49.2 49.2

49.2

49.1 49.0

49.0 49.0

49.0

49.1

49.0

49.1

49.0

49.1

49.0 49.1

49.0

49.1

49.0

49.1 49.0

49.0

49.1

49.0

49.0 49.0

49.0

49.1

49.1 49.0

49.1

48.9

48.9 48.9

48.9

48.7

48.8

48.7

48.7 48.7

48.7

48.8

48.7

48.8

48.7

48.8

48.7

48.8

48.7

48.8

48.7

48.8

48.7

48.6

48.6 48.6

48.6

48.6 48.6

48.6

48.5

48.5 48.5

48.5

48.4

48.3

48.4 48.3

48.3 48.3

48.3

48.3 48.4

48.4

48.3

48.4

48.3

48.4

48.3

48.4

48.3 48.3

48.4

48.3

48.4

48.3

48.4

48.3

48.4 48.3

48.3 48.3

48.4

48.3

48.2

48.2 48.2

48.2

48.2 48.2

48.2

48.1

47.9

48.0

47.9

48.0

47.9

48.0

47.9

48.0

47.9

48.0

47.9

48.0

47.9

48.0

47.9

48.0

47.9

48.0 48.0

47.9

48.0

47.9

48.0

48.0 48.0

47.9

48.0

47.9

48.0

47.9 48.0

47.9

48.0

47.9

47.8

47.8 47.8

47.8

47.8 47.8

47.8

47.8 47.8

47.8

47.7

47.7 47.7

47.7

47.7 47.7

47.7

47.5

47.6

47.5

47.6

47.5

47.6

47.5

47.6

47.5

47.6

47.5

47.6

47.5

47.6

47.5

47.5 47.6

47.6

47.5

47.6

47.5

47.6

47.5

47.6

47.5

47.6

47.6 47.6

47.5

47.6

47.4

47.4 47.4

47.4

47.4 47.4

47.4

47.3

47.3 47.3

47.3

47.3 47.3 47.3

47.3

47.3 47.3

47.3

47.1

47.2

47.2 47.2

47.1

47.1 47.2

47.2

47.1

47.2

47.1

47.2

47.1

47.2

47.1

47.2

47.1

47.2

47.1

47.2

47.1

47.2

47.1

47.2

47.1

47.2 47.1

47.2

47.2 47.2

47.1

47.2

47.1 47.1

46.9

47.0

46.9

47.0

46.9

47.0

46.9

47.0

46.9

47.0

46.9

47.0

46.9

47.0

46.9

47.0

46.9

47.0

47.0 46.9

47.0

46.9

47.0

46.9

47.0

46.9

47.0

46.9 46.9

46.9

47.0

46.9

46.9 46.9

47.0

46.9

47.0

46.9

46.9 46.9

46.9

47.0

46.7

46.8

46.7

46.8

46.8 46.8

46.7

46.8

46.7

46.8

46.7

46.8

46.7

46.8 46.7

46.7

46.8

46.8 46.7

46.7

46.8

46.7

46.8

46.7

46.8

46.7

46.8

46.6

46.6 46.6

46.6

46.5

46.5 46.5

46.5

46.5 46.5

46.5

46.5 46.5

46.5

46.5 46.5

46.3

46.4

46.3

46.4

46.3

46.4

46.3

46.4

46.3

46.4

46.3 46.4 46.4

46.4

46.3

46.4

46.3

46.4

46.3

46.4

46.3

46.4

46.3

46.4 46.3

46.4

46.3

46.4

46.2

46.2 46.2

46.2

46.2 46.2

46.2

46.2 46.2

46.2

46.1

46.1 46.1

46.1

46.0

45.9

46.0

45.9

46.0

45.9

46.0

45.9

46.0

46.0 46.0

46.0

46.0 46.0

46.0

45.9

46.0

45.9

46.0

45.9 45.9

46.0

45.9

45.9 45.9

45.9

46.0

45.9

45.9 45.9

45.9 46.0

45.9

46.0

45.9 45.9

45.8

45.8 45.8

45.8

45.7

45.7 45.7

45.7

45.7 45.7

45.7

45.6 45.6

45.6

45.5

45.6

45.5

45.6

45.5

45.6

45.5

45.6

45.5

45.6

45.5 45.6 45.5

45.5

45.6

45.5

45.5 45.5

45.6

45.5

45.6

45.5

45.6

45.6 45.6

45.4 45.4

45.4

45.4 45.4

45.4

45.4 45.4

45.4

45.2

45.3

45.2

45.2 45.2

45.2

45.2 45.3

45.3

45.3 45.2

45.2

45.3

45.2

45.3

45.2

45.3

45.3 45.2

45.2

45.3

45.1

45.1 45.1

45.1

45.0

45.0 45.0

45.0

45.0 45.0

45.0

44.9 44.8

44.8

44.9

44.9 44.8

44.9

44.8

44.9

44.8

44.9

44.8

44.9

44.8

44.9

44.9 44.9

44.8

44.9

44.8 44.8

44.8

44.9

44.8

44.9

44.8

44.9

44.8

44.9

44.9 44.9

44.7

44.7 44.7

44.7

44.6

44.6 44.6

44.6

44.4 44.4

44.4

44.4 44.4

44.5

44.5 44.4

44.5

44.4

44.4 44.5

44.4 44.4

44.4

44.5

44.4

44.4 44.4

44.5

44.4 44.5

44.5

44.5 44.5

44.5

44.4

44.5

44.4

44.5

44.5 44.5 44.5

44.3

44.3 44.3

44.3

44.3 44.3

44.3

44.3 44.3

44.3

44.2

44.2 44.2

44.2

44.1

44.0

44.1 44.0

44.0 44.0

44.1

44.1 44.0

44.0

44.1

44.0

44.1

44.0

44.1

44.0 44.1

44.1

44.1 44.0

44.0

44.1

43.9

43.9 43.9

43.9

43.8

43.8 43.8

43.8

43.8 43.8

43.8

43.7 43.7

43.7

43.6

43.7

43.6 43.7

43.6

43.7

43.6 43.7

43.5

43.5 43.5

43.5

43.3

43.4

43.3

43.4 43.4

43.4

43.3

43.4

43.2

43.2 43.2

43.2

43.1

43.0

42.9

43.0 42.9

43.0

42.9

42.9 42.9

43.0

43.0 43.0

43.0

42.8 42.8

42.8

42.6

42.7

42.6

42.7

42.6

42.7

42.6 42.7

42.7

42.7 42.7

42.4

42.3

42.3 42.2

42.2

42.1

42.0

42.1

42.0

42.1 42.1

42.1

41.9

41.9 41.9

41.8

41.7 41.8

41.7 41.7

41.7

41.8

41.6

41.5

41.3

41.4

41.3

41.4

41.2

41.1

41.0

40.9

41.0

40.9 40.9

40.9

41.0 40.8

40.8

40.7

40.5

40.6

40.4

40.3 40.3

40.3

40.3 40.3

40.3

40.1

40.2

40.1

40.2

40.0

40.0 40.0

39.9

39.8

39.9

39.9 39.8

39.8 39.8

39.9

39.9 39.8

39.9

39.7 39.7

39.6

39.4

39.5

39.4 39.5 39.4

39.5

39.4

39.5

39.4 39.4

39.3

39.2

39.2 39.2

39.2

39.0

39.0 39.0

39.1

39.0

39.1 39.0

39.0

39.0 39.1

39.0 39.0

39.1 39.0

39.1

38.9

38.8

38.8 38.8

38.8 38.7

38.6

38.7

38.6 38.7

38.7

38.6

38.7

38.7 38.7

38.4

38.5

38.5 38.5

38.5

38.4

38.5

38.4 38.4

38.4

38.5

38.5 38.2

38.2

38.3

38.2

38.3

38.2

38.3

38.2

38.3

38.3 38.3

38.3

38.3 38.3

38.2

38.1

38.1 38.1

38.1

38.1 38.0

38.0

37.8

37.8 37.8

37.9

37.8 37.9

37.9

37.8 37.8 37.8

37.8

37.7

37.6

37.6 37.6

37.5

37.5 37.5

37.4

37.5

37.5 37.4

37.5

37.3

37.3 37.3

37.3

37.2

37.1

37.1 37.0

37.1

37.0

36.9

36.8

36.7

36.6

36.7

36.5

36.5 36.5

36.5

36.4

36.3

36.4

36.1

35.9

36.0

35.9

36.0 35.9

35.8

35.6

35.4

35.1

35.2

35.1

35.2

35.0

34.7 34.6

34.6

34.5

34.4

34.5

34.4 34.5

34.3

34.1

34.2

34.0

33.9

33.8

33.7

33.7 33.7

33.5

33.6

33.4

33.3

33.1

33.0

32.8

32.9

32.8 32.7

32.7

32.6

32.5

32.3

32.3 32.3 32.3

32.2 32.0

32.1

31.9

31.8

31.6

31.5

31.3

31.4

31.1

30.9

31.0

30.9 30.9

30.9

30.6

30.5

30.6

30.5

30.3

30.1

30.2

29.9

29.8

29.7

29.5

29.4

29.3

29.2

29.1

29.0

28.9

28.8

28.7

28.6

28.4

28.3

28.0

27.9

27.8 27.8

27.9

27.7

27.6

27.4

27.5

27.3

27.2

27.1

27.0

27.1

27.0

27.0 27.0

26.9

26.8 26.8

26.8

26.6

26.7

26.5

26.4

26.2

26.3 26.2

26.1 26.1

26.0

25.9

26.0 25.9

25.8

25.7

25.6

25.7

25.4

25.5

25.4

25.3

25.2

25.1

24.9

24.8

24.7

24.6

24.6 24.7 24.6

24.6

24.7

24.5

24.3

24.3 24.4

24.3

24.2

24.1

24.0 24.0

23.8

23.7

23.7 23.7 23.5

23.4

23.3

23.3 23.3

23.1

23.1 23.2

23.2

23.0

22.9 22.9

22.9

22.8

22.6

22.5

22.5 22.4 22.5

22.4

22.5

22.3

22.2

22.1

22.0

22.0 22.0

22.1

21.9

21.9 21.9

21.8

21.7 21.7

21.7

21.5

21.5 21.5

21.5

21.3

21.4

21.4 21.3

21.4

21.3 21.4

21.4

21.3

21.2

21.1

21.1 21.1

21.1 21.2

21.1

21.2

21.0

21.0 21.0

21.0

20.9

20.8

20.9

20.9 20.7 20.7

20.6

20.4

20.5

20.4

20.5 20.4

20.5

20.4

20.3 20.3 20.3

20.3 20.3

20.2

20.2 20.2

20.2

20.1

20.1 20.1

20.0

19.9 19.9

19.8

19.8 19.8 19.8

19.8

19.6

19.6 19.6

19.6

19.7

19.6

19.5 19.5

19.5

19.5 19.5 19.5 19.4

19.2

19.3

19.2

19.3

19.3 19.2

19.3 19.3

19.3

19.1

19.0

18.9 19.0 19.0 19.0 18.9 18.9

18.9

18.8

18.7

18.6 18.5 18.6

18.6

18.5

18.6 18.6

18.5 18.6 18.6

18.5

18.4

18.4 18.4

18.3

18.2

18.1

18.2 18.2

18.2

18.1

18.0

17.9

17.9 17.8

17.8

17.7 17.8 17.7 17.7

17.8

17.6

17.4

17.5

17.4

17.3

17.2

17.2 17.2

17.2

17.1 17.1

16.9

17.1

17.0

16.9

17.0 17.0 17.0

17.0

16.8

16.7

16.6

16.5

16.6

16.5

16.5 16.6

16.5

16.4

16.4 16.4

16.4

16.3

16.1

16.1 16.1

16.2

16.2 16.1

16.1

16.2

16.1

16.0 16.0

16.0

15.9

15.9 15.9

15.7

15.8

15.8 15.8

15.7

15.8

15.7

15.6

15.6 15.6

15.6

15.4

15.5

15.4

15.5 15.5

15.4

15.3 15.3

15.3

15.2 15.2

15.2

15.1 15.0 15.1

15.0

14.9

14.8

14.7

14.6

14.7

14.6 14.5

14.4

14.3

14.3 14.1

13.9

14.0

13.9

13.6

13.3

13.1

13.1 13.2

13.0

12.8

12.9

12.8 12.9

12.8

12.6

12.5

12.4

12.4 12.2

12.2 12.3

12.2

12.3

12.1

11.9

11.8

11.8 11.8

11.8

11.7

11.5

11.4

11.3

11.1

11.0

10.7

10.8

10.5

10.4

10.3

10.2

10.1

9.8

9.6

9.7

9.5

9.4

9.4 9.2

9.1

8.8

8.7

8.5

8.6 8.6

8.3

8.2

8.0

8.1

7.9

7.8

7.6

7.67.7

7.6 7.5

7.3

7.1

6.9 6.9

6.8

6.7

6.7 6.7

6.6

6.5

6.6

6.4

6.3

SHEET NOTES:

5.9

5.6

5.5

5.3

5.3 5.3

5.0

5.1

4.9

4.8

4.7

4.6

4.4

4.1

4.1 4.3

4.3

3.9

3.8

3.7

3.8

3.6

3.4

3.4 3.4

3.0

2.9

2.8 2.8

2.7 2.7

2.5

2.4

2.4 2.4

2.2

2.2 2.1

2.1

2.0

1.8

1.9

1.8 1.8

1.9

1.7

1.6

1.5

1.51.6

1.4

1.2

1.2 1.1

1.0

0.8 0.7 0.8

0.8

0.5 0.4

0.2

(SEE KBIC GENERAL NOTE 6 & SHEET NOTE 3) (SEE KBIC GENERAL NOTE 6 & SHEET NOTE 3)

(SEE KBIC GENERAL NOTE 6 & SHEET NOTE 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

M .R .2

V .M .B

J .E .B

J U

L Y

G S B

A Y

P L

A N

S F

O R

M A

T E

N A

N C

E D

R E

D G

G P

R O J

E C

T S

M A

E C

O R

P S S

U P

P O

R T F

A C

Y U .S

N A

V Y S

U B

M A

E B

A S

A M

D E

N C

O U

N T

G E

O R

N D

-F

O O

T P

R O J

E C

B L

O U

N T I S

L A

N D

D U

V A

L C

O U

N T

Y F

L O

-F

O O

T P

R O J

E C

W E P -1

-B -0

BARRIER

FLOATING SECURITY

(TYP.)

EDGE OF UPLANDS

APPROXIMATE

(TYP.)

EDGE OF WATER

APPROXIMATE

(SEE NOTE 4)

SECURITY ARCS

Y=289,140.57

X=863,974.67

SITE SIX NORTH

EXPLOSIVE HANDLING BASIN (EHB)

SPILL WAY

ILL

WAY

SIMON LAKE RD (NORTH)

USS JAMES MONROE AVE.

WILL ROGERS ROAD

SIMON LAKE (SOUTH)

SIMON LAKE RD (SOUTH)

WILL ROGERS RD

W A T E

E A T

M E

C E

WILL ROGERS RD

A R

C E

A D

ALE

XAN

DER

R O

A D

PATROL ROAD

ARDM ACCESS ROAD

USS

AMES

MONROE

AVE.

0.1

0.0

VB-

KBI

C1 6-

VB-

KBI

C1 3-

VB-

KBI

C1 6-

VB-

KB1

"LT-48"

"WARNING SIGN"

"LT-46"

"MOORING BUOY_6"

"MOORING BUOY_9"

"MOORING BUOY_10"

"MOORING BUOY_11"

"MOORING BUOY_12"

"MOORING BUOY_13"

"MOORING BUOY_7"

"MOORING BUOY_8"

-K

-C

N P

L N .d g n

AC-02

RANGE-G

AC-08

400'200'0200'

2 FOOT ALLOWABLE OVERDEPTH

44 FOOT REQUIRED DEPTH (BASE) PLUS

2 FOOT ALLOWABLE OVERDEPTH

47 FOOT REQUIRED DEPTH (BASE) PLUS

GRAPHIC SCALE

M A

T C

H L

W G

N O

A C -0

A N

G E -G

T A

M A

T C

H L

E D

W G

N O

A C -0

N G

E F S

T A

MATERIAL TO BE PLACED IN D/A-1 MATERIAL TO BE PLACED IN D/A-1

THE NAVY" IN SPECIFICATION 01 11 00.

NAVSUBASE POC AS SPECIFIED IN PARAGRAPH "COORDINATION WITH

4. WORK INSIDE SECURITY ARCS SHALL ALSO BE COORDINATED WITH

INSTRUCTIONS REGARDING DREDGING ADJACENT TO STRUCTURES.

"KBIC ADJACENT PROPERTY AND WATERFRONT STRUCTURES" FOR

3. SEE SPECIFICATION DREDGING SECTION 35 20 23 PARAGRAPH TITLED

GENERAL NOTES.

2. SEE DRAWING G-03 FOR PROJECT OVERVIEW COMBINED AND PROJECT

NOTES.

1. SEE DRAWING AG-01 FOR KBIC PROJECT OVERVIEW AND KBIC GENERAL

K B

R E

D G

G P

L A

S T

O S

T A

E H

B S

S -N

WATERFRONT RESTRICTED AREA

RANGE-F

2 FOOT ALLOWABLE OVERDEPTH

39 FOOT REQUIRED DEPTH (BASE) PLUS

MATERIAL TO BE PLACED IN D/A-1

S T

Y=289,891.55

X=862,102.86

MATERIAL TO BE PLACED IN D/A-1

S T

P .I S

T A .7

N G

E -G G

2 FOOT ALLOWABLE OVERDEPTH

EHB - 47 FOOT REQUIRED DEPTH (BASE) PLUS

2 FOOT ALLOWABLE OVERDEPTH

EHB - 44 FOOT REQUIRED DEPTH (BASE) PLUS

+0.2 +0.5

X ,0

Y=2 ,00

0 X ,0

X ,0

Y=2 ,00

S T

AIDS TO NAVIGATION

LT BUOY - 43 (10/16)

MSF FR (10/16)

MSF RR (10/16)

DR SIGN (10/16)

MSF RR (10/16)

WARNING LT (10/16)

869,262

868,855

868,977

867,250

866,549

866,828

869,507

867,686

284,400

284,836

284,901

285,734

287,308

286,468

283,907

283,018

TIE BACK BUOY (10/16) 1

TIE BACK BUOY (10/16) 2

TIE BACK BUOY (10/16) 3

LT BUOY - 45 (10/16)

868,969 282,580

867,347 285,626

49.9

49.8

49.6

49.3 49.3

48.8

48.6

48.3

48.2

.1 47.9

48.0

47.5

47.4

47.1

46.9

46.7

46.6

46.5

46.4

46.3

46.4

.4 46

46.2

46.1

45.9

46.0

.8 45

45.7

45.5

.5 45

45.4

.4 45

45.2

45.3

45.1

45.0

44.8

44.9

44.7

44.6

.6 44

44.5

44.4

44.3

44.2

44.1

44.0

43.9

43.8

43.7 43.7

43.4

43.3

43.4

42.3

42.1

.3 41

.2 41

40.7

40.3

40.0

39.9 39.8

.6 39

39.5

38.7

37.4

35.8

35.5

35.2

34.7

.8 33

33.2

32.9

.6 32

31.6

29.8

29.5

29.1

29.0

27.9

.6 27

27.4

.9 26

26.0

24.4 24.3

22.1

21.9

21.6 21.7

20.8

17.6

16.4

15.9

15.3

14.4

13.6

12.6

12.7

12.0

11.4

10.3

10.0

99.

9.4

9.4 9.

9.4

9.2

9.1

8.8 8.9

8.9

8.7

8.5

8.4

8.2

7.8

7.5

57.2

7.2

6.8

6.7

6.76.6 5.8

5.5 5.5

5.5

5.2

5.1

4.7

4.6

4.4

3.6

3.5

3.3

2.7

2.6

2.0

1.4

1.2

0.5

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

V .M .B

J .E .B

J U

L Y

G S B

A Y

P L

A N

S F

O R

M A

T E

N A

N C

E D

R E

D G

G P

R O J

E C

T S

M A

E C

O R

P S S

U P

P O

R T F

A C

Y U .S

N A

V Y S

U B

M A

E B

A S

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