W912EP-16-B-0010_KBEC_Plans_Vol_1.pdf

Risk

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"

TO ACCOMPANY SOLICITATION

399376-KBEC17-GI001cov.dgn

$AFETY PAY$

In Many Ways!

Jacksonville District

P ro du ct iv ity

In cr ea se d

Quality

Increased

CAMDEN COUNTY, GEORGIA & NASSAU COUNTY, FLORIDA

U.S. NAVAL STATION KINGS BAY

MAINTENANCE DREDGING

ENTRANCE CHANNEL

CUT-1N THROUGH RANGE-E

49, 45, AND 44-FOOT PROJECT

NO. W912-EP-16-B-0010

PLANS FOR

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

INDEX TO DRAWINGS

TITLE

GENERAL

INDEX TO DRAWINGS

DWG. NO.

G-01

G-02

G-03

G-04

G-05

G-06

C-01

C-02

C-03

C-04

C-05

C-06

C-07

C-08

C-09

DWG. NO. TITLE DWG. NO. TITLE

CIVIL

COVER

G-02

G E

N E

R A

L

IN

D

E X T

O D

R A

W

IN

G S

PROJECT OVERVIEW

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

U.S. NAVAL STATION KINGS BAY

ENTRANCE CHANNEL

MAINTENANCE DREDGING

CUT-1N THROUGH RANGE E

CAMDEN COUNTY, GEORGIA & NASSAU COUNTY, FLORIDA

CONTROL DATA - ENTRANCE CHANNEL

CONTROL DATA - INNER CHANNEL

C-10

C-11

C-12

C-13

C-14

C-15

C-16

C-17

C-18

C-19

C-20

C-21

C-22

C-23

C-24

C-25

C-26

C-27

C-28

DREDGING PLAN - STA. 52+00 TO STA. 82+00 CUT-1N

DREDGING PLAN - STA. 4+100 TO STA. 7+400 RANGE-A

DREDGING PLAN - STA. 7+400 RANGE-A TO STA. 10+300 RANGE-A2

DREDGING PLAN - STA. 82+00 TO STA. 112+00 CUT-1N

DREDGING PLAN - STA. 10+300 RANGE-A2 TO STA. 13+400 RANGE-B

DREDGING PLAN - STA. 28+900 RANGE-D TO STA. 32+000 RANGE-E

DREDGING PLAN - STA. 112+00 TO STA. 142+00 CUT-1N

DREDGING PLAN - STA. 142+00 TO STA. 172+00 CUT-1N

DREDGING PLAN - STA. 172+00 TO STA. 202+00 CUT-1N

DREDGING PLAN - STA. 202+00 TO STA. 232+00 CUT-1N

DREDGING PLAN - STA. 232+00 TO STA. 262+00 CUT-1N

DREDGING PLAN - STA. 262+00 TO STA. 292+00 CUT-1N

DREDGING PLAN - STA. 292+00 TO STA. 322+00 CUT-1N

DREDGING PLAN - STA. 322+00 TO STA. 352+00 CUT-1N

DREDGING PLAN - STA. 352+00 TO STA. 382+00 CUT-1N

DREDGING SECTIONS - ENTRANCE CHANNEL

DREDGING SECTIONS - INNER CHANNEL

-K

B E

C -G

I0 in d e x .d g n

C-29

DREDGING PLAN - STA. 13+400 RANGE-B TO STA. 16+500 RANGE-C

C-30

DISPOSAL PLAN - D/A-NB - PIPELINE ROUTE

DREDGING PLAN - STA. 22+700 TO STA. 25+800 RANGE-D

DREDGING PLAN - STA. 25+800 TO STA. 28+900 RANGE-D

49, 45, AND 44-FOOT PROJECT

CONTROL DATA - D/A-NB BEACH DISPOSAL

DISPOSAL PLAN - NEARSHORE DISPOSAL AREA D/A-N

DISPOSAL PLAN - FERNANDINA OCEAN DISPOSAL AREA D/A-O

DISPOSAL PLAN - FORT CLINCH DISPOSAL AREA D/A-F

DISPOSAL PLAN - FORT CLINCH DISPOSAL AREA D/A-F

DISPOSAL PLAN - FORT CLINCH DISPOSAL AREA D/A-F

DISPOSAL SECTIONS - DISPOSAL SECTIONS D/A-F

C-33

C-31

C-32

DISPOSAL PLAN AND SECTION (NB) - NORTH BEACH ALTERNATIVE A AREA D/A-NB

DISPOSAL PLAN (NB) - NORTH BEACH ALTERNATIVE A AREA D/A-NB

DISPOSAL PLAN (NB) - NORTH BEACH ALTERNATIVE A AREA D/A-NB

DISPOSAL PLAN (NB) - NORTH BEACH ALTERNATIVE B AREA D/A-NB

DISPOSAL PLAN (NB) - NORTH BEACH ALTERNATIVE B AREA D/A-NB

DISPOSAL PLAN (NB) - NORTH BEACH ALTERNATIVE B AREA D/A-NB

F

E

D

C

B

A

F

E

D

C

B

A

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

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 of Engineers

US Army Corps

Jacksonville District

U .S

N A

V A

L S

T A

T

IO

N K

IN

G S B

A Y

M A

IN

T E

N A

N C

E D

R E

D G

IN

G

E N

T R

A N

C E C

H A

N N

E L

C A

M D

E N C

O U

N T

Y

G E

O R

G

IA

A

N D N

A S

S A

U C

O U

N T

Y F

L O

R

ID

A V .M .B

D .B .V

J .E .B

W E

P -1

-B -0

C U

T -1

N T

H R

O U

G H R

A N

G E -E

J U

N E

A N

D

-F

O O

T P

R O J

E

F

E

D

C

B

A

F

E

D

C

B

A

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

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 of Engineers

US Army Corps

Jacksonville District

U .S

N A

V A

L S

T A

T

IO

N K

IN

G S B

A Y

M A

IN

T E

N A

N C

E D

R E

D G

IN

G

E N

T R

A N

C E C

H A

N N

E L

C A

M D

E N C

O U

N T

Y

G E

O R

G

IA

A

N D N

A S

S A

U C

O U

N T

Y F

L O

R

ID

A V .M .B

D .B .V

J .E .B

W E

P -1

-B -0

C U

T -1

N T

H R

O U

G H R

A N

G E -E

J U

N E

A N

D

-F

O O

T P

R O J

E C

T

CUT-1N STA. 71+00

CERTIFICATION REQUIRED LINE - HOPPER (CRL-H LINE)

DISPOSAL AREA D/A-F

FORT CLINCH

FORT CLINCH AQUATIC PRESERVE BOUNDARY

PRESERVE BOUNDARY

FORT CLINCH AQUATIC

C U

M B

E R

L A

N D

IS

L A

N D

BEACH

FERNANDINA

STATE PARK

FORT CLINCH

G E O R G I A

F L O R I D A

N

GULF OF MEXICO

ATLANTIC OCEAN

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

TAMPA

VALDOSTA

SAVANNAH

MACON

COLUMBUS

ALABAMA

FLORIDA

GENERAL NOTES:

PROJECT LOCATION

N

G E

N E

R A

L

P R

O J

E C

T O

V E

R V

IE

W

G-03

ABBREVIATIONS

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

CUT-1N

A M

E L

IA

R

IV

E R

K

IN

G S B

A Y

Y=290,000

Y=280,000

Y=270,000

Y=260,000

Y=250,000

Y=240,000

Y=230,000

Y=220,000

Y=210,000

Y=200,000

Y=190,000

X ,0

X ,0

X ,0

X ,0

X ,0

X ,0

X ,0

X ,0

ST. RIVER

MARYS

OF WORK

LOCATION

ISLAND

CRAB

VB-KB05-21

C U

T -1

N S

T A

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

PROJECT VICINITY

X ,0

X ,0

Y=180,000

Y=170,000

Y=300,000

Y=310,000

CUT-2N

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

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

T O C

E N

T E

R O

F D /A -O

.7 N

A U

T

IC

A L M

IL

E S F

R O

M E

N D O

F S

O U

T H J

E T T

Y

D/A-O

DISPOSAL AREA

FERNANDINA OCEAN

NASSAU SOUND

PLANE EAST COORDINATE SYSTEM

DRAWING BASED ON THE GEORGIA STATE

APPROXIMATEAPPROX.

C/L. CENTERLINE

ELEVATION (FEET)

MLLW

P.I.

STA.

RGE.

MEAN LOWER LOW WATER

NORTH AMERICAN VERTICAL DATUM OF 1988

POINT OF INTERSECTION

STATION

RANGE

NAD83 NORTH AMERICAN DATUM OF 1983

EL. / ELEV.

SURFACE SAMPLE

N. NORTH

E. EAST

DWG. DRAWING

D/A DISPOSAL AREA

W. WEST

VERTICAL

N.T.S. NOT TO SCALE

OUTSTANDING FLORIDA WATERO.F.W.

HORIZONTAL

NO.

NB NORTH BEACH

HORIZ

VERT

ODMDS OCEAN DREDGED MATERIAL DISPOSAL SITE

NAUTICAL MILENM

NUMBER

NAVD88

AIDS TO NAVIGATION

BEACH DISPOSAL AREA (D/A)

DREDGING AREA

ELEVATION AND LOCATION

PRESERVE BOUNDARY

FORT CLINCH AQUATIC

AND LOCATION

SURFICIAL SAMPLE DESIGNATION

PROJECT CHANNEL

SIGNIFICANT CULTURAL RESOURCE

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

DESIGNATION & LOCATION

VIBRACORE SAMPLE

NEARSHORE DISPOSAL AREA

OCEAN DISPOSAL AREA AND

D N

U O

S D

N A

L R

E B

M U

C D/A-N

DISPOSAL AREA

NEARSHORE

KBEC

KBIC

KINGS BAY ENTRANCE CHANNEL

KINGS BAY INNER CHANNEL

PRIMARY PROJECT CONTROL POINTSPPCP

NSB

NTB

NORTH SETTLING BASIN

NORTH TURNING BASIN

STB SOUTH TURNING BASIN

R-33

NOTE:

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.

R-20

GRAPHIC SCALE

U.S. SURVEY FEET

NAUTICAL MILE

10,000'5,000'05,000'

0 NM 2 NM1 NM

VOLUME (CY)

DREDGE

TOTAL

VOLUME (CY)

OVERDEPTH

2 FT ALLOWABLE

VOLUME (CY)

DEPTH

REQUIRED

(FT)

DEPTH

REQUIRED

AREA

DISPOSAL

DESIGNATED

ESTIMATED DREDGING QUANTITIES

49D/A-N

D/A-N

100+00

6+500

75+00

CHANNEL LOCATION

STATIONING

ENDBEGINSEGMENT

CHANNEL

AREA

DISPOSAL

QUANTITY (CY)

DISPOSAL

D/A-O 800,000

LEGEND

CUT-1N

CUT-1N

D/A-N

D/A-O

200+00100+00CUT-1N

CUT-1N 49

50,000

30,000

CUT-1N NSB

RANGE-B

RANGE-D TO E

200+00

230+00

119+00

24+700

230+00

360+00

227+50

31+800

10,000

50,000

35,000

650,000

10,000

20,000

50,000

40,000

165,000

150,000

20,000

10,000

100,000

150,000

200,000

800,000

150,000

30,000

150,000

D/A-F

D/A-N

100,000

300,000

RANGE-A TO A-2

120,000

100,000

30,000

TOTAL 1,560,000

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

RANGE-A

RANGE-A1

R A

N G

E -A

R A

N G

E -B

R A

N G

E -C

R A

N G

E -D

R A

N G

E -E

RANGE-G

R A N G E -F

D/A-F and D/A-NB

SS.

VB

CBL CONSTRUCTION BASE LINE

ECL EROSION CONTROL LINE

VIBRACORE

AREA

DISPOSAL

QUANTITY (CY)

DISPOSAL

D/A-O 800,000

D/A-F

D/A-N

100,000

360,000

300,000

TOTAL 1,560,000

QUANTITIES BY DISPOSAL AREA

ALTERNATIVE A ESTIMATED

QUANTITIES BY DISPOSAL AREA

ALTERNATIVE B ESTIMATED

360,000

R-13

R-27

O F S

O U

T H J

E T

T Y T

O C

E N

T E

R O

F D /A -N

.7 N

A U

T

IC

A L M

IL

E

S F

R O

M E

N D

OF ADVANCE MAINTENANCE DREDGING.

DREDGING DEPTH COMPRISES THE 43-FOOT PROJECT DEPTH AND 2 FEET

2 FEET OF ADVANCE MAINTENANCE DREDGING. THE 45-FOOT REQUIRED

REQUIRED DREDGING DEPTH COMPRISES THE 45-FOOT PROJECT DEPTH AND

DEPTH AND 3 FEET OF ADVANCE MAINTENANCE DREDGING. THE 47-FOOT

14. THE 49-FOOT REQUIRED DREDGING DEPTH COMPRISES THE 46-FOOT PROJECT

O.F.W. CRITERIA.

ARE ALSO LOCATED IN THE AQUATIC PRESERVE BUT ARE EXEMPT FROM

(O.F.W.). SOME PORTIONS OF THE FEDERAL CHANNEL AND SETTLING BASINS

13. THE FORT CLINCH AQUATIC PRESERVE IS AN OUTSANDING FLORIDA WATER

UNLESS OTHERWISE INDICATED.

INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY

12. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR

1983 (NAD83).

SYSTEMS AND BOTH ARE REFERENCED TO THE NORTH AMERICAN DATUM OF

11. UNITS OF U.S. SURVEY FEET ARE USED FOR BOTH STATE PLANE COORDINATE

FLORIDA STATE PLANE EAST COORDINATE SYSTEM.

10. ALL BEACH DRAWINGS (C-22 THRU C-26) ARE BASED ON THE

EAST COORDINATE SYSTEM.

C-19 & C-27 AND C-28) ARE BASED ON THE GEORGIA STATE PLANE

9. ALL DREDGING, NEARSHORE, AND ODMDS DRAWINGS (C-01 THRU

8. SEE DWG. NO. C-22 FOR FERNANDINA ODMDS SURVEY NOTES.

7. SEE DWG. NO. C-21 FOR NEARSHORE DISPOSAL AREA SURVEY NOTES.

C-28 & C-31 FOR NORTH BEACH DISPOSAL AREA SURVEY NOTES.

6. SEE DWG. NO. C-23 FOR FORT CLINCH DISPOSAL AREA SURVEY NOTES AND

5. SEE DWG. NO. C-12 FOR INNER CHANNEL SURVEY NOTES.

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

CONTROL DATA.

3. SEE DWG. NO. C-23 TO C-25 FOR FORT CLINCH AND G-06 FOR BEACH DISPOSAL

2. SEE DWG. NO. G-05 FOR INNER CHANNEL RANGES C THRU E CONTROL DATA.

1. SEE DWG. NO. G-04 FOR ENTRANCE CHANNEL CUT-1N CONTROL DATA.

SOUTHS.

D/A-NB

D/A-NB12+005.31

12+005.31 15+304.85

D/A-NB and D/A-N

CONSTRUCTION STAGING AREA

DISPOSAL AREA ACCESS

,3

,4

1,560,000945,000 615,000TOTALS

D/A-NB SOUTH D/A-NB NORTH

A L T

A

D /A -N

B S o u th

A L T

B

D /A -N

B N o rt h

-K

B E

C -G

I0 o v e rv ie w .D

G N

AREA

PRESERVE

AQUATIC

FORT CLINCH

49.5

SS-KBEC09-20

POINT (Y) NORTHING(X) EASTING

GEORGIA EAST ZONE PLANE COORDINATES (NAD83)(90)

STB04

STB03

STB02

STB01

SSB04

SSB03

SSB02

SSB01

NSB06

NSB05

NSB04

NSB03

NSB02

NSB01

NTB04

NTB03

NTB02

NTB01

LT02

LT01

LS03

LS02

LS01

RT01

RS03

RS02

RS01

III

II

I

881,925.99

882,241.65

887,636.02

887,919.74

898,408.80

898,565.49

903,410.44

903,553.44

892,691.93

892,977.92

898,372.30

898,528.99

903,373.94

903,530.62

882,042.46

882,186.89

887,581.27

887,896.92

928,900.69

932,655.50

880,788.34

930,845.14

954,047.11

882,802.24

880,843.12

930,929.27

954,230.80

880,815.73

930,887.20

954,138.95

258,123.31

257,787.36

258,033.76

258,397.08

258,876.18

258,733.18

258,954.48

259,111.17

259,115.58

259,428.95

259,675.35

259,532.35

259,753.64

259,610.64

258,801.15

258,986.11

259,232.51

258,896.56

260,268.93

259,642.64

258,071.35

260,357.74

251,192.85

258,663.85

258,574.37

260,862.10

251,657.88

258,322.86

260,609.92

251,425.36

RS = RIGHT SIDE

LS = LEFT SIDE

LT = LEFT TURNING

RT = RIGHT TURNING

NTB = NORTH TURNING BASIN

NSB = NORTH SETTLING BASIN

SSB = SOUTH SETTLING BASIN

STB = SOUTH TURNING BASIN

CENTERLINE

CONTROL POINTS

ENTRANCE CHANNEL

KINGS BAY ENTRANCE CHANNEL

NSB05

NSB06

NTB02

NTB01RT01

NTB03

NTB04III

RS03

STB03

STB04

LS03

STB01

STB02

NSB03

NSB04

SSB04

SSB03

NSB02

NSB01

SSB01

SSB02

RS02

II

LT02

LS02

LT01

RS01

I

LS01

RGE. 1250

RGE. 750

RGE. 1400

RGE. 600

RGE. 1550

RGE. 750

RGE. 1250RGE. 1600

RGE. 400

P.I. STA. 0+00 CUT-1N - ENTRANCE CHANNEL

P.I. STA. 00+000 RANGE A - INNER CHANNEL

P.I. STA. 501+23.68 CUT-1N

X

,0

X

,0

X

,0

X

,0

X

,0

X

,0

E G

A N S C

R E E K

FERNANDINA

OLD

BEACH

FERNANDINA

CLINCH

FORT

NOTES:

G E O R G I A

F L O R I D A

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

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

RGE. 1250

RGE. 750

P.I. STA. 250+00 CUT-2N

P.I. STA. 0+00 CUT-2N

X

,0

X

,0

G-04

-K

B E

C -G

I1 p ln .d g n

G E

N E

R A

L

C O

N T

R O

L D

A T

A

Y = 230,000

Y = 240,000

Y = 250,000

Y = 270,000

Y = 280,000

M A

T C

H L

IN

E D

W G

G -0

S

T A

R

A N

G E -A

E N

T R

A N

C E C

H A

N N

E L

GRAPHIC SCALE

N

4,000'2,000'02,000'

MONUMENTS ARE PROVIDED ON DRAWING G-05.

3. LOCATIONS AND CONTROL INFORMATION FOR SURVEY CONTROL

1983 (NAD83).

SURVEY FEET AND REFERENCED TO NORTH AMERICAN DATUM OF

GEORGIA STATE PLANE EAST COORDINATE SYSTEM, UNITS OF U.S.

2. PLANE COORDINATES SHOWN ON THIS DRAWING ARE BASED ON THE

1. SEE DWG. NO. G-03 FOR PROJECT OVERVIEW AND GENERAL NOTES.

CHANNEL CONTROL DATA NOTES:

JACKSONVILLE DISTRICT. REFER TO SURVEY NOTES FOR THE KTD FILE NAME.

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

DUPLICATE A PROJECT SURVEY SHALL OBTAIN THE KINEMATIC TIDE DATUM MODEL

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

THE KTD FILE REFERENCED ABOVE IS USED TO CORRECT OBSERVED ORTHOMETRIC

TO BE CONSIDERED EQUALIVALENT.

PROJECT. AS A RESULT OF THIS, THE KTD FILE AND THE VDATUM MODEL FILE ARE NOT

VALUES AT DISCREET POINTS ALONG A PARTICULAR REACH OF A NAVIGATION

COVERAGE, OR GROSS DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM

THESE EDITS ARE A RESULT OF EITHER OMISSIONS IN THE ORIGINAL VDATUM

KTD FILE MAY CONTAIN EDITS OR ADDITIONS NOT FOUND IN THE VDATUM MODEL.

VERTICAL DATUM CORRECTIONS. THOUGH DERIVED FROM THE VDATUM MODEL, THE

DATUM GRID FILE (KTD) FOR USE BY THE HYDROGRAPHIC SOFTWARE FOR REAL TIME

TIDE STATION DATA. THIS MODEL WAS USED TO CONSTRUCT A KINEMATIC TIDAL

VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 01, RELEASE 9 APRIL 2010 AND LOCAL

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

TIDAL MODEL:

DATUM OF 1988 (NAVD88).

ORTHOMETRIC HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL

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

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

:VERTICAL REFERENCE SYSTEM

FOR THIS PROJECT.

PROJECT DIMENSIONS, AS SHOWN IN THE MASTER CHANNEL FRAMEWORK DESIGN FILE

OTHERWISE INDICATED, CHANNEL WIDTHS AND LIMITS CONFORM TO THE AUTHORIZED

TO THE INDICATED CHANNEL BASELINE FOR EACH CHANNEL REACH. UNLESS

U.S. SURVEY FOOT. CHANNEL STATIONING AND OFFSET COORDINATES ARE RELATIVE

PLANE COORDINATE SYSTEM (SPCS)EAST ZONE (1001). MEASUREMENT UNITS ARE THE

DATUM OF 1983 (NAD83). GRID COORDINATES ARE SHOWN IN THE GEORGIA STATE

THE HORIZONTAL REFERENCE DATUM FOR THIS PROJECT IS THE NORTH AMERICAN

:HORIZONTAL REFERENCE SYSTEM

WITHIN THESE PLANS.

ASSOCIATED WITH THE DATA SHOWN BY THE HYDROGRAPHIC SURVEY FURNISHED

POSITIONS, TIDAL CALIBRATION BENCH MARKS, “KTD”FILE NAME AND GEOID MODEL

REFER TO THE ACCOMPANYING “SURVEY NOTES”FOR THE SURVEY CONTROL MARK

PLANS.

WITHIN THE SURVEY REPORT, SURVEY NOTES AND AS TABULATED WITHIN THESE

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

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

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS

CONSTRUCTION SURVEY POSITIONING CRITERIA:

KINGS BAY, GEORGIA867 9511PPCP: INNER CHANNEL

FERNANDINA BEACH872 0030PPCP: ENTRANCE CHANNEL

NOAA TIDE GAGE

867 9511 F TIDALBBBW69PPCP: INNER CHANNEL

KBFD-1N/APPCP: INNER CHANNEL

SITE-6BBBW88PPCP: INNER CHANNEL

USCG KINGS BAY ARPBBDK29PPCP: INNER CHANNEL

872 0030 TIDAL 34BC0166PPCP: INNER CHANNEL

RICHARD E. BONNERBBCK39PPCP: ENTRANCE CHANNEL

BATH HOUSE ARPBBCB08PPCP: ENTRANCE CHANNEL

NSRS PPCPNGSIDB/OPUS PIDCHANNEL REACH

FURTHER DIRECTION.

FOR THE PPCP. IF DIFFERENCES ARE FOUND TO EXIST, ALERT USACE PERSONNEL FOR

DATABASES, BASED ON THE PERMANENT IDENTIFIER (PID) OR GAGE STATION ID SHOWN

REFERENCE SYSTEM (NSRS) NGSIDB, OPUS/DB, AND/OR NOAA CO-OPS NWLON

VERIFIED FOR CHANGES AS COMPARED TO THE CURRENT NOAA NATIONAL SPATIAL

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

SURVEY IS DESIRED.

MUST BE USED DURING CONSTRUCTION, OR IS AN ATTEMPT TO REPRODUCT SAID

POSITIONS OF THESE CONTROL MARKS. THE POSITIONS SHOWN ON THAT SURVEY

TO THE SURVEY ACCOMPANYING THESE PLANS AND SPECIFICATIONS FOR THE

THE PPCP AND TIDE CALIBRATION SITE FOR THIS PROJECT ARE LISTED BELOW. REFER

PRIMARY PROJECT CONTROL POINTS (PPCP):

F

E

D

C

B

A

F

E

D

C

B

A

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

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 of Engineers

US Army Corps

Jacksonville District

U .S

N A

V A

L S

T A

T

IO

N K

IN

G S B

A Y

M A

IN

T E

N A

N C

E D

R E

D G

IN

G

E N

T R

A N

C E C

H A

N N

E L

C A

M D

E N C

O U

N T

Y

G E

O R

G

IA

A

N D N

A S

S A

U C

O U

N T

Y F

L O

R

ID

A V .M .B

D .B .V

J .E .B

W E

P -1

-B -0

C U

T -1

N T

H R

O U

G H R

A N

G E -E

J U

N E

A N

D

-F

O O

T P

R O J

E C

T

CUT-1N

CUT-2N

N. TURNING BASIN

NORTH SETTLING BASIN

S. TURNING BASIN

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

SOUTH SETTLING BASIN

POINT (Y) NORTHING(X) EASTING

GEORGIA EAST ZONE PLANE COORDINATES (NAD83)(90)

CENTERLINE

RS = RIGHT SIDE

LS = LEFT SIDE

LT = LEFT TURNING

SB= SMALL BOAT BASIN

HB = EXPLOSIVE HANDLING BASIN

SS = SITE SIX OPERATING AREA

BR = BOAT RAMP

MS = MAGNETIC SILENCING FACILITY

SB02

SB01

BR04

BR03

BR02

BR01

HB05

HB04

HB03

HB02

HB01

SS03

SS02

SS01

MS02

MS01

LT04

LT03

LT02

LT01

LS19

LS18

LS17

LS16

LS15

LS14

LS13

LS12

LS11

LS10

LS09

LS08

LS07

LS06

LS05

LS04

LS03

RS19

RS18

RS17

RS16

RS15

RS14

RS13

RS12

RS11

RS10

RS09

RS08

RS07

RS06

RS05

RS04

RS03

RT02

XIV

XIII

XII

XI

X

IX

VIII

VII

VI

V

IV

III

859,411.51

860,115.82

868,115.00

867,285.00

867,285.00

868,305.74

860,666.46

860,638.28

862,500.18

862,845.04

864,423.26

864,108.18

867,344.70

867,481.22

867,914.38

869,014.94

870,087.37

870,295.04

928,900.69

932,655.50

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

869,363.97

870,439.48

869,959.29

870,569.61

871,582.03

873,382.67

880,788.34

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

869,619.97

870,941.63

870,510.93

870,939.97

872,133.28

874,141.17

880,843.12

879,157.25

857,604.48

859,419.36

861,709.70

865,853.78

866,908.45

869,379.82

870,690.31

870,221.49

870,846.98

871,801.20

873,496.11

880,815.73

292,566.46

291,627.22

283,585.00

283,718.00

283,518.00

283,349.67

291,592.38

291,387.42

289,457.43

289,329.23

289,065.75

289,118.27

285,813.71

285,952.47

283,581.22

282,505.57

277,023.77

272,635.63

260,268.93

259,642.64

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

281,492.76

274,848.56

267,491.77

264,287.25

262,423.58

261,358.03

258,071.35

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

274,865.19

268,266.63

265,453.19

262,942.30

261,548.74

258,574.37

259322.19

295,302.47

293,163.40

290,900.40

288,655.68

287,582.11

282,949.05

274,853.21

267,670.47

264,386.28

262,629.74

261,571.35

258,322.86

RT = RIGHT TURNING

CONTROL POINTS

INNER CHANNEL

SURVEY CONTROL

VERTICAL / TIDAL CALIBRATION CONTROL POINT

HORIZONTAL AND VERTICAL CONTROL POINT

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:

867 9511 F TIDAL

KBFD-1

SITE-6

USCG KINGS BAY ARP

872 0030 TIDAL 34

RICHARD E. BONNER

BATH HOUSE ARP

BBBW69

N/A

BBBW88

BBDK29

BC0166

BBCK39

BBCB08

859,848.99

866,210 SC

865,174.11

866,092.38

877,190 SC

876,656.40

887,895.07

12.52

7.15

15.32

22.24

10.12

7.35

27.87

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

292,228.99

287,700 SC

286,831.55

287,675.63

245,330 SC

245,067.46

255,327.18

16.57

11.05

N/A

N/A

13.95

11.17

N/A

SURVEY CONTROL

VERTICAL / TIDAL CALIBRATION CONTROL POINT

HORIZONTAL AND VERTICAL CONTROL POINT

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:

867 9511 F TIDAL

KBFD-1

SITE-6

USCG KINGS BAY ARP

872 0030 TIDAL 34

RICHARD E. BONNER

BATH HOUSE ARP

BBBW69

N/A

BBBW88

BBDK29

BC0166

BBCK39

BBCB08

859,848.99

866,210 SC

865,174.11

866,092.38

877,190 SC

876,656.40

887,895.07

12.52

7.15

15.32

22.24

10.12

7.35

27.87

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

292,228.99

287,700 SC

286,831.55

287,675.63

245,330 SC

245,067.46

255,327.18

16.57

11.05

N/A

N/A

13.95

11.17

N/A

KINGS BAY INNER CHANNEL

RS02

LS04

LS05

LS06

RS03

III

LS03

LS07

LT04

LS08

LT03

LS09

MS01

BR01

BR04

MS02

BR02

BR03

LS10

SS02

SS01

LS11

LS12

IX

R S

X

R S

X I

R S

R S

R S

R S 14R

S

R S

R S

X

III

R S

R S

R S

HB01

SS03

HB02

HB03

LS13

X

II

R S

V

II

V

V I

V I

R S

V

III

HB04

HB05

LS14

SB01

SB02

LS15

LS16

LS17

X

IV

L S

L S

R S

R S

R S

RANGE-A

RANGE-A1

R A

N G

E -A

J O

L L

Y R

IV

E R

C U

M B

E R

L A

N D S

O U

N D

R A

N G

E -B

P.I. STA. 12+005.31

RANGE-A1

RANGE-A2

P.I. STA. 10+006.32

P.I. STA. 08+008.09

RANGE-A

RANGE-A1

RANGE-A2

RANGE-B

Y = 270,000

Y = 260,000

Y = 250,000

Y = 280,000

X

,0

X

,0

X

,0

X

,0

G-05

-K

B E

C -G

I1 p ln .d g n

ISLAND

LITTLE TIGER

ISLAND

TIGER

C U

M B

E R

L A

N D I S

L A

N D

IS

L

A N

D D

R U

M P

O

IN

T

G E

N E

R A

L

C O

N T

R O

L D

A T

A

NOTES:

G E O R G I A

F L O R I D A

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

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

Y = 290,000

Y = 300,000

X

,0

X

,0

X

,0

RANGE-B

RANGE-C

P.I. STA. 15+348.53

RANGE-C

RANGE-D

P.I. STA. 22+546.56

RANGE-D

RANGE-E

P.I. STA. 30+747.78

RANGE-E

RANGE-F

P.I. STA. 35+998.77

RANGE-F

RANGE-G

P.I. STA. 37+503.73

RANGE-G

RANGE-H

P.I. STA. 42+216.70

P.I. STA. 45+436.46

P.I. STA. 48+241.70

RANGE-I

RANGE-H

RANGE-I

M A

T C

H L

IN

E D

W G

G -0

S

T A

C

U T -1

N R

A N

G E -C

R A

N G

E -D

R A

N G

E -E

R A N G E -F

RANGE-G

R A N G E -H

R A N

G E -I

NAVAL STATION KINGSBAY

IN

N

E R C

H A

N N

E L

FL/GA STATE LINE

GRAPHIC SCALE

N

4,000'2,000'02,000'

TO NORTH AMERICAN DATUM OF 1983 (NAD83).

GEORGIA STATE PLANE EAST COORDINATE SYSTEM AND REFERENCE

2. PLANE COORDINATES SHOWN ON THIS DWG. ARE BASED ON THE

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

K B

FD

-1

F T

ID

A L

K B

FD

-1

F T

ID

A L

F

E

D

C

B

A

F

E

D

C

B

A

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

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 of Engineers

US Army Corps

Jacksonville District

U .S

N A

V A

L S

T A

T

IO

N K

IN

G S B

A Y

M A

IN

T E

N A

N C

E D

R E

D G

IN

G

E N

T R

A N

C E C

H A

N N

E L

C A

M D

E N C

O U

N T

Y

G E

O R

G

IA

A

N D N

A S

S A

U C

O U

N T

Y F

L O

R

ID

A V .M .B

D .B .V

J .E .B

W E

P -1

-B -0

C U

T -1

N T

H R

O U

G H R

A N

G E -E

J U

N E

A N

D

-F

O O

T P

R O J

E C

T

RIV

ERST M

ARYS

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

RICHARD E. BONNERRICHARD E. BONNER

872 0030 TIDAL 34872 0030 TIDAL 34

SITE-6SITE-6

USCG KINGS BAY ARPUSCG KINGS BAY ARP

BATH HOUSE ARPBATH HOUSE ARP

R-020

CBL

CBL

ECL

REFER TO D/A-F PLANS FOR CONTROL.

N14

N09

N08

N07

N06

N05

N04

N03

N02

N01

N10

N11

N13

N12

CBL

G E

N E

R A

L

C O

N T

R O

L D

A T

A

D /A -N

B B

E A

C H D

IS

P O

S A

L

X ,0

X ,0

X ,0

X ,0

X ,0

X ,0

X ,0

Y=2,295,000

Y=2,300,000

Y=2,305,000

Y=2,310,000

Y=2,315,000

Y=2,320,000

MON ID

X-EASTING Y-NORTHING

AZ

FORT

CLINCH

S T

H S

T

NASSAU COUNTY BEACH R-MONUMENTS

G-06

EROSION CONTROL LINE (ECL) POINTS

X Y

VERTEX

ISLAND

LITTLE TIGER

FERNANDINA

OLD

AMELIA ISLAND

ISLAND (GA)

CUMBERLAND

S F

R O

N T S

T

ELM ST.

BEECH ST.

DADE ST.

CENTRE ST.

N

N D S

T

N T

H S

T

N T

H S

T

ASH ST.

N T

H S

T

BEACH

FERNANDINA

ALACHUA ST.

BROOME ST.

CALHOUN ST.

ESCAMBIA ST.

CEDAR ST.

BROOME ST.

F O

R T C

L

IN

C H R

D

ATLANTIC AVE. (A1A)

S T

H S

T

A

A

N T

H S

T

BY VERNON N. DRAKE & ASSOC. DATED 18 JULY 1977.

0090.PDF AND T0090.PDF, BASED ON A SURVEY

OF THE LEGAL DESCRIPTION FOUND IN DOCUMENT

TRANSFORMATION OF THE CALCULATED COORDINATES

THESE COORDINATES ARE BASED ON A NADCON

AZIMUTHS ARE GRID RECKONED CLOCKWISE FROM NORTH

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

A M

E L

IA

R

IV

E R

43 519,492.09 229,4711.73

42 519,569.55 229,4936.14

41 519,628.62 229,5281.20

40 519,751.22 229,6158.85

39 519,800.39 229,6391.70

38 519,856.12 229,6818.20

37 519,985.12 229,7686.71

36 520,126.54 229,8537.18

35 520,228.81 229,9270.41

34 520,247.40 229,9609.52

33 520,398.22 230,0435.23

32 520,472.91 230,1074.31

31 520,626.63 230,1932.78

30 520,675.27 230,2157.97

29 520,759.33 230,2916.15

28 520,792.04 230,2943.47

27 520,793.40 230,2954.61

26 520,757.72 230,2976.08

25 520,758.58 230,3016.27

24 520,797.96 230,3191.90

23 520,856.26 230,3630.07

22 520,904.30 230,3876.09

21 520,911.71 230,4155.58

20 520,952.16 230,4452.85

19 520,954.70 230,4644.10

18 521,003.69 230,5022.30

17 521,100.00 230,5763.10

16 521,175.46 230,6227.26

15 521,194.68 230,6472.64

14 521,228.20 230,6650.14

13 521,242.94 230,6859.75

12 521,268.58 230,6980.76

11 521,331.27 230,7526.60

10 521,324.34 230,8057.15

9 521,411.14 230,8522.76

8 521,419.06 230,8792.67

7 521,394.17 230,9167.00

6 521,376.19 230,9340.88

5 521,406.92 230,9481.75

4 521,469.84 230,9997.64

3 521,482.22 231,0600.65

2 521,463.18 231,0871.66

1 521,530.02 231,1411.04

FDEP RANGE MONUMENT

(CORDINATES NAD83(90))

FLORIDA STATE PLANE EAST ZONE

(CORDINATES NAD83(90))

FLORIDA STATE PLANE EAST ZONE

X - EASTING STATIONY - NORTHING

(CORDINATES NAD83(90))

FLORIDA STATE PLANE EAST ZONE

POINTS

VERTEX

100.02,291,140.88518,433.75 R-034

100.02.292,122.37518.619.45 R-033

105.02,293,152.83518,865.06 R-032

105.02,294,008.96519,188.23 R-031

105.0229,4986.31519,294.28 R-030

100.0229,5988.19519,456.83 R-029

100.0229,6937.31519,702.12 R-028

100.0229,8026.08519,863.38 R-027

100.0229,8879.99519,950.99 R-026

100.0229,9757.98520,120.10 R-025

100.0230,0744.82520,225.94 R-024

90.0230,1553.28520,275.72 R-023

100.0230,2586.81520,412.11 R-022

100.0230,3612.41520,636.16 R-021

100.0230,4504.93520,681.16 R-020

100.0230,5462.42520,808.27 R-019

100.0230,6264.93520,913.29 R-018

100.0230,7229.81521,110.37 R-017

100.0230,8093.20521,294.07 R-016

100.0230,9205.20521,174.88 R-015

100.0231,0229.45521,380.61 R-014

90.0231,1213.58521,434.03 R-013

90.0231,2362.07521,397.37 R-012

90.0231,3275.64521,619.53 R-011

90.0231,4281.78521,860.64 R010

0.0231,4771.06521,469.39 R-009

50.0231,5262.00520,568.59 R-008

20.0231,5774.48519,788.99 R-007

10.0231,6337.63519,021.81 R-006

0.0231,6245.41518,125.70 R-005

0.0231,6147.06517,169.35 R-004

10.0231,5961.55516,133.28 R-003

10.0231,6221.93515,268.88 R-002

10.0231,6481.91514,304.60 R-001

GRAPHIC SCALE

N

2,000'1,000'01,000'

CONSTRUCTION BASELINE D/A-NB

NOTES:

U.S. SURVEY FEET .

FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE,

N14

N13

N12

N11

N10

N09

N08

N07

N06

N05

N04

N03

N02

N01

518,654.69

519,889.94

520,442.38

520,978.35

521,320.85

521,422.83

521,465.30

521,481.72

521,527.55

521,587.26

521,684.08

521,786.65

521,949.31

522,247.71

2,290,074.84

2,297,725.71

2,301,039.98

2,304,336.70

2,307,065.29

2,308,210.76

2,309,134.78

2,310,369.67

2,311,183.38

2,311,805.52

2,312,458.38

2,313,090.11

2,313,770.96

2,315,036.24

252+50.00

175+00.00

141+40.00

108+00.00

80+50.00

69+00.00

59+75.00

47+40.00

39+25.00

33+00.00

26+40.00

20+00.00

13+00.00

00+00.00

R-001

R-002

R-003 R-004

R-005 R-006

R-007

R-

R-010

R-012

R-015

R-016

R-017

R-018

R-022

R-023

R-024

R-025

R-026

R-011

R-008

R-014

R-019

R-027

R-028

R-029

R-030

R-031

R-032

R-033

R-034

N01

N02

N03

N04

N05

N06

N07

N08

N09

N10

N11

N12

N13

F01

F02

F03

F04

F05

F06 F07

F08

F09

F10

F11

F12

F13

F14

F15

F16

F17 F18

F19

F20 F21

F22

F23

F24

F25

F26

F27

F28 F29

F30

F31

F32

F33

N01

N02

N03

N04

N05

N06

N07

N08

N09

N10

N11

N12

N14

F01

F02

F03

F04

F05

F06 F07

F08

F09

F10

F11

F12

F13

F14

F15

F16

F17 F18

F19

F20 F21

F22

F23

F24

F25

F26

F27

F28 F29

F30

F31

F32

F33

F

E

D

C

B

A

F

E

D

C

B

A

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

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 of Engineers

US Army Corps

Jacksonville District

U .S

N A

V A

L S

T A

T

IO

N K

IN

G S B

A Y

M A

IN

T E

N A

N C

E D

R E

D G

IN

G

E N

T R

A N

C E C

H A

N N

E L

C A

M D

E N C

O U

N T

Y

G E

O R

G

IA

A

N D N

A S

S A

U C

O U

N T

Y F

L O

R

ID

A V .M .B

D .B .V

J .E .B

W E

P -1

-B -0

C U

T -1

N T

H R

O U

G H R

A N

G E -E

J U

N E

A N

D

-F

O O

T P

R O J

E C

T

FH-28

R-013

RICHARD E. BONNER

R-021

BATH HOUSE ARP

NORTH JETTY

SOUTH J

ETT

Y

-K

B E

C -G

I1 P

L N .D

G N

ST MARYS RIVER

.2

.8

.5

.4

.0

.9

.7

.6

.3

.1

9.

BOUNDARY LINE (SEE NOTE 3)

FORT CLINCH AQUATIC PRESERVE

RADIUS = 200'

258151Y=

887426X=

(SEE NOTE 4)

AREA BUFFER

CULTURAL RESOURCE

5.

RGE. 1250

RGE. 1000

D R

E D

G

IN

G P

L A

N

C

IV

IL

S T

A T

O

C

U T -1

N

SURVEY NOTES

PROJECT ELEVATION GRADES TO NATIONWIDE VERTICAL DATUMS, 30 NOV 13.

SURVEYING, 30 NOV 13 AND EM 1110-2-6056, STANDARDS AND PROCEDURES FOR REFERENCING

REQUIREMENTS WERE FOLLOWED IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

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

DEPTHS AT THE TIME OF THE SURVEY AND IS NOT TO BE USED FOR NAVIGATION.

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

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

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

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

CUT 1N STA 00+00 - 200+00 11 AUGUST 2016SV FLORIDA II

CUT 1N STA 200+00 - 350+00 10 AUGUST 2016SV FLORIDA II

CUT 1N STA 350+00 - 501+24 09 AUGUST 2016SV FLORIDA II

AREA SURVEYED DATE OF SURVEYVESSEL

STA 350+00 ARE IN LOW FREQUENCY (28KHZ).

STA 501+24 ARE SHOWN IN HIGH FREQUENCY (240KHZ). SOUNDINGS FROM STA 200+00 THRU

SINGLE-BEAM TRANSDUCER. SOUNDINGS FROM STA 0+00 TO STA 200+00 AND STA 350+00 TO

AND A ROSS SMART SOUNDER MODEL 835C DUAL-FREQUENCY SOUNDER WITH A 28/200 KHZ

8. VERTICAL MEASUREMENTS WERE MADE USING A R2SONIC MODEL 2024 MULTIBEAM SYSTEM,

OPUS PID: BBCK39

TIDE STAFF WAS SET NEAR FERNANDINA MUNICIPAL MARINA FROM RICHARD E. BONNER,

REFERENCE BASE LOCATED AT "BATH HOUSE ARP" (OPUS PID: BBCB08).

THE FOLLOWING REFERENCE BASE LOCATIONS:

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

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

ZONE OF GEORGIA AND REFERENCED TO NORTH AMERICAN DATUM OF 1983 (NAD83).

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

HYPACK KINEMATIC TIDAL DATUM MODEL (KINGSBAY-2013 06 10.KTD).

4. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC (RTK) GPS USING A

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

NOAA TIDAL STATION 872-0030, FERNANDINA BEACH, AMELIA RIVER, FLORIDA FOR CUT-1N.

SITE SPECIFIED BELOW:

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

ATMOSPHERIC ADMINISTRATION (NOAA). NOAAS 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. 16-177, DATED: AUG. 9-11, 2016.

C-01

M A

T C

H L

IN

E D

R A

W

IN

G C

-0 S

T A

C

U T -1

N

Y= 258,500

Y= 257,500

Y= 259,500

Y= 259,000

Y= 258,000

X

,5

X

,0

X

,0

X

,5

X

,0

X

,5

X

,0

Y= 260,000

Y= 257,000

200'100'0100'

GRAPHIC SCALE

N

S T

A C

U T -1

N

S T

A C

U T -1

N

S T

A C

U T -1

N

S T

A C

U T -1

N

S T

A C

U T -1

N

S T

A C

U T -1

N

KINGS BAY ENTRANCE CHANNEL

-K

B E

C -C

N p ln .d g n

MATERIAL TO BE PLACED IN D/A-N

2-FOOT ALLOWABLE OVERDEPTH

49-FOOT REQUIRED DEPTH (KBEC) PLUS

NORTH TURNING BASIN

SOUTH TURNING BASIN

KINGS BAY ENTRANCE CHANNEL

CUT-1N

NOTES:

S T

A

C

U T

OR SPUDDING IS ALLOWED WITHIN THE BUFFER.

ONLY ALLOWED TO A MAXIMUM DEPTH OF 47 FEET BUT NO ANCHORING

4. IN THE HATCHED CULTURAL RESOURCE AREA BUFFER DREDGING IS

PRESERVE ARE EXEMPT FROM O.F.W. CRITERIA.

FEDERAL CHANNEL AND SIDESLOPES LOCATED WITHIN THE AQUATIC

OF THE BOUNDARY LINE SHOWN IN THE PLANS. THE PORTIONS OF THE

3. THE FORT CLINCH AQUATIC PRESERVE IS LOCATED TO THE SOUTH

THE 1983-2001 TIDAL EPOCH.

REFER TO NOAA'S REPORTED MEAN LOWER LOW WATER (MLLW) OF

TO NORTH AMERICAN DATUM OF 1983 (NAD83). ELEVATIONS

GEORGIA STATE PLANE EAST COORDINATE SYSTEM AND REFERENCE

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

NTS

KEY PLAN

KINGS BAY ENTRANCE CHANNEL

INNER CHANNEL

K

IN

G S B

A Y

C -0

1 C -1

C -0

C -0

C -0

C -0

C -0

C -0

C -0

C -0

C -1

S T

A C

U T -1

N

A

C-19

A

C-19

PLANE COORDINATES

YX

AIDS TO NAVIGATION

F

E

D

C

B

A

F

E

D

C

B

A

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

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 of Engineers

US Army Corps

Jacksonville District

U .S

N A

V A

L S

T A

T

IO

N K

IN

G S B

A Y

M A

IN

T E

N A

N C

E D

R E

D G

IN

G

E N

T R

A N

C E C

H A

N N

E L

C A

M D

E N C

O U

N T

Y

G E

O R

G

IA

A

N D N

A S

S A

U C

O U

N T

Y F

L O

R

ID

A V .M .B

D .B .V

J .E .B

W E

P -1

-B -0

C U

T -1

N T

H R

O U

G H R

A N

G E -E

J U

N E

A N

D

-F

O O

T P

R O J

E C

T

RGE. 1600

RGE. 1250

RGE. 1000

258,945

258,382

887,936

887,982

"RLB-20" (08/16)

"GLB-21" (08/16)

"GLB-21"

"RLB-20"

RGE. 750RGE. 750

RGE. 400

VB-KB05-V-08

VB-KB15-30

SS-KBEC09-4

SS-KBEC09-3

VB-KB05-V-07

VB-KB05-V-09

VB-KB15-29

.5

3.

1.

0.

.6

.2

6.

.8