399376_KBEC18_20170712_PLANS.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-KBEC18-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-17-B-0004

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

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

49, 45, AND 44-FOOT PROJECT

CONTROL DATA - D/A-NB BEACH DISPOSAL

C-01

C-02

C-03

C-04

C-05

C-06

C-07

C-08

C-09

C-10

C-11

C-12

C-13

C-14

C-15

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

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

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

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

DREDGING PLAN - STA. 16+500 RANGE-C TO STA. 19+600 RANGE-C

DREDGING PLAN - STA. 19+600 RANGE-C TO STA. 22+700 RANGE-D

DREDGING SECTIONS - INNER CHANNEL

-K

B E

C -G

I0 in d e x .d g n

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

C-29

C-30

C-31

C-32

DISPOSAL PLAN - NEARSHORE DISPOSAL AREA (D/A-N)

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

DISPOSAL PLAN - D/A-NB PIPELINE ROUTE

DISPOSAL PLAN AND SECTION- NORTH BEACH - D/A-NB NORTH

DISPOSAL PLAN - NORTH BEACH - D/A-NB NORTH ALT. B

DISPOSAL PLAN - NORTH BEACH - D/A-NB NORTH ALT. B

DISPOSAL PLAN AND SECTION - NORTH BEACH - D/A-NB NORTH ALT. B OR SOUTH ALT. A

DISPOSAL PLAN - NORTH BEACH - D/A-NB SOUTH ALT. A

DISPOSAL PLAN - NORTH BEACH - D/A-NB SOUTH ALT. A

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

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ID

A

J A

C K

S O

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IL

L E D

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T R

IC

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S O

F E

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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

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ID

A V .M .B

D .B .V

J .E .B

C U

T -1

N T

H R

O U

G H R

A N

G E -E

A N

D

-F

O O

T P

R O J

E C

T

W E

P -1

-B -0

J U

N 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

C U

T -1

N T

H R

O U

G H R

A N

G E -E

A N

D

-F

O O

T P

R O J

E C

T

W E

P -1

-B -0

J U

N E

CUT-1N STA. 71+00

CERTIFICATION REQUIRED LINE - HOPPER (CRL-H LINE)

FORT CLINCH AQUATIC PRESERVE BOUNDARY

PRESERVE BOUNDARY

FORT CLINCH AQUATIC

N07

(D/A-F)

DISPOSAL AREA

FORT CLINCH

N07

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

W. WEST

VERTICAL

N.T.S. NOT TO SCALE

OUTSTANDING FLORIDA WATERO.F.W.

HORIZONTAL

NO.

HORIZ

VERT

ODMDS OCEAN DREDGED MATERIAL DISPOSAL SITE

NAUTICAL MILENM

NUMBER

NAVD88

AIDS TO NAVIGATION

BEACH DISPOSAL AREA (D/A)

ELEVATION AND LOCATION

PRESERVE BOUNDARY

FORT CLINCH AQUATIC

AND LOCATION

SURFICIAL SAMPLE DESIGNATION

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

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

U.S. SURVEY FEET

NAUTICAL MILE

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

0 NM 2 NM1 NM

LEGEND 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

SS.

VB

CBL CONSTRUCTION BASE LINE

ECL EROSION CONTROL LINE

VIBRACORE

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

SOUTHS.

-K

B E

C -G

I0 o v e rv ie w .D

G N

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.

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

CUT-1N

CUT-1N

D/A-N

D/A-O

200+00100+00CUT-1N

CUT-1N 49

15,000

15,000

RANGE-B

RANGE-D TO E

200+00

230+00

24+700

230+00

360+00

31+800

2,000

20,000

420,000

10,000

10,000

13,000

380,000

10,000

15,000

100,000

800,000

25,000

RANGE-A TO A-2 D/A-NB12+005.31

12+005.31 15+304.85

44 50,00023+60019+000RANGE-C TO D 40,000

D/A-NB

AREA

DISPOSAL

QUANTITY (CY)

DISPOSAL

D/A-O 800,000

D/A-N 155,000

TOTAL 1,470,000

515,000D/A-NB SOUTH

AREA

DISPOSAL

QUANTITY (CY)

DISPOSAL

D/A-O 800,000

D/A-N 155,000

TOTAL 1,345,000

390,000D/A-NB NORTH

49119+00 227+50 D/A-NB 225,000 50,000 275,000

A L T

A

D /A -N

B S o u th

AREA

PRESERVE

AQUATIC

FORT CLINCH

,5

,2

70,000

20,000 80,000

5,000

50,000

678,000 1,345,000

D/A-NB

DESIGNATION & LOCATION

VIBRACORE SAMPLE

90,000

90,000

60,000

667,000

119+00 227+50 D/A-NB 49 130,000 20,000 150,000

ALT. A

ALT. B

CUT-1N NSB*

762,000 708,000 1,470,000

ALTERNATIVE B

*CUT-1N NSB ALTERNATIVE A INCLUDES A DIFFERENT TOTAL THAN

ALTERNATIVE A TOTALS

ALTERNATIVE B TOTALS

A

L T

B

D /A -N

B N o rt h

ESTIMATED TABLE NOTE:

DISPOSAL AREA

ESTIMATED QUANTITIES BY

ALTERNATIVE A (R-24.5 TO R-33)

DISPOSAL AREA

ESTIMATED QUANTITIES BY

ALTERNATIVE B (R-15.5 TO R-24.5)

R-24.5

CONSTRUCTION STAGING AREA

DISPOSAL AREA ACCESS AND

DREDGING AREA/PROJECT CHANNEL

D/A-F CBL PI POINT

D/A-NB CBL PI POINT

EXTENTS

ITEM LOCATED OUTSIDE OF THE PAGE

D/A-NB NORTH BEACH DISPOSAL AREA

D/A-N

D/A-O

D/A-F FORT CLINCH DISPOSAL AREA

NEARSHORE DISPOSAL AREA

OCEAN DISPOSAL AREA

R-15.5

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-26 THRU C-32) ARE BASED ON THE

ARE BASED ON THE GEORGIA STATE PLANE EAST COORDINATE SYSTEM.

9. ALL DREDGING (C-01 THRU C-20), NEARSHORE (C-24), AND ODMDS (C-25) DRAWINGS

AREA SURVEY NOTES.

8. SEE DWG. NO C-27 FOR ALT. B OR C-30 FOR ALT. A NORTH BEACH DISPOSAL

7. SEE DWG. NO. C-25 FOR FERNANDINA ODMDS SURVEY NOTES.

6. SEE DWG. NO. C-24 FOR NEARSHORE DISPOSAL AREA SURVEY NOTES.

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

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

3. SEE DWG. G-06 FOR BEACH DISPOSAL CONTROL DATA.

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

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

DREDGING EXCLUSION ZONE

SIGNIFICANT CULTURAL RESOURCE

GRAPHIC SCALES

D/A-NB & D/A-N

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

NTB04

III

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.

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):

KBEC AND KBIC CHANNEL CONTROL DATA NOTES:

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

C U

T -1

N T

H R

O U

G H R

A N

G E -E

A N

D

-F

O O

T P

R O J

E C

T

W E

P -1

-B -0

J U

N E

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

VERTICAL / TIDAL CALIBRATION CONTROL POINT

HORIZONTAL AND VERTICAL CONTROL POINT

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

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

ZONE

E-7

E-6

E-7

E-6

A-5

A-5

B-4

KBIC AND KBEC SURVEY CONTROL

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

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.

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

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

NAVAL STATION KINGS BAY

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

C U

T -1

N T

H R

O U

G H R

A N

G E -E

A N

D

-F

O O

T P

R O J

E C

T

W E

P -1

-B -0

J U

N E

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

2,316,336.26512,190.3410+00.001

Y P.I. NO. STATION X

2,316,518.72512,514.5713+72.042

2,316,617.34512,829.9617+02.493

2,316,712.87513,097.7919+86.854

2,316,749.28513,278.2721+70.975

2,316,792.48513,427.6623+26.486

2,316,785.32513,600.5124+99.257

2,316,680.04513,801.0727+25.978

BASELINE

FORT CLINCH (D/A-F) CONSTRUCTION

2,316,633.00513,935.8228+68.79

2,316,579.66 514,295.3032+32.1110

2,316,511.34 514,736.0536+78.1111

2,316,437.12 515,240.7741+88.2712

2,316,245.22 515,707.2946+92.7213

2,316,110.12 516,206.2352+09.6314

2,316,171.15 516,689.3056+96.5315

2,316,271.91 517,204.8562+21.8316

R-020

CBL

CBL

ECL

N14

N09

N08

N07

N06

N05

N04

N03

N02

N01

N10

N11

N13

N12

CBL

7 8

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

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

105.02,294,986.31519,294.28 R-030

100.02,295,988.19519,456.83 R-029

100.02,296,937.31519,702.12 R-028

100.02,298,026.08519,863.38 R-027

100.02,298,879.99519,950.99 R-026

100.02,299,757.98520,120.10 R-025

100.02,300,744.82520,225.94 R-024

90.02,301,553.28520,275.72 R-023

100.02,302,586.81520,412.11 R-022

100.02,303,612.41520,636.16 R-021

100.02,304,504.93520,681.16 R-020

100.02,305,462.42520,808.27 R-019

100.02,306,264.93520,913.29 R-018

100.02,307,229.81521,110.37 R-017

100.02,308,093.20521,294.07 R-016

100.02,309,205.20521,174.88 R-015

100.02,310,229.45521,380.61 R-014

90.02,311,213.58521,434.03 R-013

90.02,312,362.07521,397.37 R-012

90.02,313,275.64521,619.53 R-011

90.02,314,281.78521,860.64 R010

0.02,314,771.06521,469.39 R-009

50.02,315,262.00520,568.59 R-008

20.02,315,774.48519,788.99 R-007

10.02,316,337.63519,021.81 R-006

0.02,316,245.41518,125.70 R-005

0.02,316,147.06517,169.35 R-004

10.02,315,961.55516,133.28 R-003

10.02,316,221.93515,268.88 R-002

10.02,316,481.91514,304.60 R-001

GRAPHIC SCALE

N

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

NOTES:

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

NORTH BEACH D/A-NB

CONSTRUCTION BASELINE

43 519,492.09 2,294,711.73

42 519,569.55 2,294,936.14

41 519,628.62 2,295,281.20

40 519,751.22 2,296,158.85

39 519,800.39 2,296,391.70

38 519,856.12 2,296,818.20

37 519,985.12 2,297,686.71

36 520,126.54 2,298,537.18

35 520,228.81 2,299,270.41

34 520,247.40 2,299,609.52

33 520,398.22 2,300,435.23

32 520,472.91 2,301,074.31

31 520,626.63 2,301,932.78

30 520,675.27 2,302,157.97

29 520,759.33 2,302,916.15

28 520,792.04 2,302,943.47

27 520,793.40 2,302,954.61

26 520,757.72 2,302,976.08

25 520,758.58 2,303,016.27

24 520,797.96 2,303,191.90

23 520,856.26 2,303,630.07

22 520,904.30 2,303,876.09

21 520,911.71 2,304,155.58

20 520,952.16 2,304,452.85

19 520,954.70 2,304,644.10

18 521,003.69 2,305,022.30

17 521,100.00 2,305,763.10

16 521,175.46 2,306,227.26

15 521,194.68 2,306,472.64

14 521,228.20 2,306,650.14

13 521,242.94 2,306,859.75

12 521,268.58 2,306,980.76

11 521,331.27 2,307,526.60

10 521,324.34 2,308,057.15

9 521,411.14 2,308,522.76

8 521,419.06 2,308,792.67

7 521,394.17 2,309,167.00

6 521,376.19 2,309,340.88

5 521,406.92 2,309,481.75

4 521,469.84 2,309,997.64

3 521,482.22 2,310,600.65

2 521,463.18 2,310,871.66

1 521,530.02 2,311,411.04

AND ESCARPMENT REMOVAL" FOR MORE INFORMATION.

35 20 23 PARAGRAPH TITLED "FORT CLINCH BEACH TILLING

ESCARPMENT REMOVAL WORK. SEE SPECIFICATION SECTION

TO ACCOMPANY OPTION A FOR FORT CLINCH BEACH TILLING AND

2. THE FORT CLINCH (D/A-F) CONSTRUCTION BASELINE IS PROVIDED

U.S. SURVEY FEET.

FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE,

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

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

HORIZONTAL AND VERTICAL CONTROL POINT

DESIGNATION PID NORTHING EASTING NAVD88

STEPHEN C. DUBA, P.E.

74 81 A07

74 81 A09

BBFF38

N/A

DE5883

2,302,997.82

2,308,812.34

2,303,599.59

520,499.50

521,138.22

520,525.46

17.12

5.86

12.63

NASSAU COUNTY SURVEY 17-118 PROJECT CONTROL

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

N14

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

C U

T -1

N T

H R

O U

G H R

A N

G E -E

A N

D

-F

O O

T P

R O J

E C

T

W E

P -1

-B -0

J U

N E

R-013

74 81 A07

R-021

74 81 A09

STEPHEN C. DUBA, P.E.

NORTH JETTY

SOUTH J

ETT

Y

-K

B E

C -G

I1 P

L N .D

G N

ST MARYS RIVER

.4

.1

.0

.9

.8

.7

.5

.3

.2

.6

BOUNDARY LINE (SEE NOTE 2)

FORT CLINCH AQUATIC PRESERVE

RADIUS = 200'

258151Y=

887426X=

(SEE NOTE 3)

AREA BUFFER

CULTURAL RESOURCE

8.

6.

9.

RGE. 1250

RGE. 1000

D R

E D

G

IN

G P

L A

N

C

IV

IL

S T

A T

O S

T A C

U T -1

N

KBEC SURVEY NOTES

"RLB-20"

"GLB-21"

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

REFERENCE BASE LOCATED AT “BATH HOUSE ARP”, OPUS PID: BBCB08 FOR ENTIRE PROJECT

FOLLOWING REFERENCE BASE LOCATION:

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

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

EAST ZONE OF GEORGIA AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD 83).

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

A HYPACK KINEMATIC TIDAL DATUM (KTD) FILE. FILE NAME: KINGSBAY-2013 06 10.KTD.

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

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

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

OF THE BENCHMARKS ASSOCIATED WITH THE TIDE GAGE SITES SPECIFIED BELOW:

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

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

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

1. REFER TO SURVEY NO. 17-145.

PROJECT ELEVATION GRADES TO NATIONWIDE VERTICAL DATUMS, 31 DEC 2010.

SURVEYING, 30 NOV 2013 AND EM 1110-2-6056, STANDARDS AND PROCEDURES FOR REFERENCING

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

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

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

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

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 ON

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

CUT-1N, STA 350+00-501+2415 JUN 2017 SV-FLORIDA II

CUT-1N, STA 200+00-350+0014 JUN 2017 SV-FLORIDA II

CUT-1N, STA 0+00-200+0013 JUN 2017 SV-FLORIDA II

SURVEY VESSEL DATE OF SURVEY AREA SURVEYED

TO STA. 350+00.

ARE SHOWN IN HIGH FREQUENCY (240 KHZ) AND LOW FREQUENCY (28 KHZ) FROM STA. 200+00

TRANSDUCER. SOUNDINGS FROM STA. 0+00 TO STA. 200+00 AND STA. 350+00 TO STA. 501+24

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

8. VERTICAL MEASUREMENTS WERE MADE USING A R2SONIC MODEL 2024 MULTI-BEAM SYSTEM,

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

N

OR SPUDDING IS ALLOWED WITHIN THE BUFFER.

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

3. 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

2. 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

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

N

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

A

C-21

A

C-21

S T

A C

U T -1

N

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

C U

T -1

N T

H R

O U

G H R

A N

G E -E

A N

D

-F

O O

T P

R O J

E C

T

W E

P -1

-B -0

J U

N E

RGE. 1600

RGE. 1250

RGE. 1000

LT. BUOY-20 (06/17)

LT. BUOY-21 (04/17)

258,907

258,420

887,798

887,894

RGE. 750RGE. 750

RGE. 400

VB-KB15-30

SS-KBEC09-4

SS-KBEC09-3

VB-KB15-29

VB-KB05-08

VB-KB05-07

VB-KB05-09

.9

.4

.4

1.

.3 1.

0.

.9

.8