KBEC_MD_FY20_20190723.pdf

PDF 27 MB Posted Jul 25, 2019

Attached to: Naval Submarine Base Kings Bay - Entrance Channel, Maintenance Dredging - Cut-1N Through Range-E, 49, 45, and 44-Foot Project, Camden County Georgia & Nassau County E, Florida.
Solicitation number: W912EP19B0022
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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W912EP19B0022 Plans

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File	Type	Posted
W912EP19B0022_Bid_Abstract_.pdf	PDF	Aug 15, 2019
W912EP19B0022Amendment0003.pdf	PDF	Aug 6, 2019
W912EP19B0022_Amendment_0002.pdf	PDF	Aug 5, 2019
19-198_KBIC_Survey.zip	ZIP file	Jul 25, 2019
19-199_KBEC_Survey.zip	ZIP file	Jul 25, 2019
19-217_Nearshore_Survey.zip	ZIP file	Jul 25, 2019
19-193_ODMDS_Survey.zip	ZIP file	Jul 25, 2019
19B0022Am0001Specs.pdf	PDF	Jul 25, 2019
PREBID_SITE_VISIT_Roster_W912EP19B0022.pdf	PDF	Jul 24, 2019
Plans_KBEC_MD_FY20_20190626.pdf	PDF	Jul 15, 2019
18-266_DEC2018_KB_NEARSHORE_DA_3X3_AVG_NEG.xyz	XYZ file	Jul 15, 2019
GDR_KBEC_FY20_final_for_BCOE.pdf	PDF	Jul 15, 2019
19-049_KBIC_Survey.zip	ZIP file	Jul 15, 2019
19-010_DTM_NASSAU_POST_USACE.xyz	XYZ file	Jul 15, 2019
19B0022Volume2Specs.pdf	PDF	Jul 15, 2019
19B0022Volume1Specs.pdf	PDF	Jul 15, 2019
19-103_KBEC_Survey.zip	ZIP file	Jul 15, 2019

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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBEC MD FY20\080 - Plans\01 General\G-03

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SURVEY NOTES: ENTRANCE CHANNEL

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 FROM SURVEY 19-103 WERE USED FOR THIS SURVEY.

CUT-1N, STA 00+00 - 200+0013 JUN 2019 SV FLORIDA II

CUT-1N, STA 75+00 - 200+0012 JUN 2019 SV FLORIDA II

CUT-1N, STA 200+00 - 334+0011 JUN 2019 SV FLORIDA II

CUT-1N, STA 334+00 - 501+2404 JUN 2019 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 2026 MULTI-BEAM SYSTEM,

“RICHARD E. BONNER” (OPUS PID: BBCK39)

TIDE STAFF WAS SET ON THE FERNANDINA PORT CONSOLIDATED FUEL DOCK FROM

REFERENCE BASE LOCATED AT “BATH HOUSE ARP” (OPUS PID: BBCB08)

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 (NAD83).

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 GAUGE 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. 19-199.

SURVEY NOTES: INNER CHANNEL

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

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

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

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

THE SURVEY AND IS NOT TO BE USED FOR NAVIGATION.

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

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

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

10. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

RGE-H (PART), EHW-2, RGE-I & REFIT WHARF-3 15 JUN 2019SB-36

RGE-G (INSIDE WRA) & RGE-H (PART) 14 JUN 2019SB-36

RGE-G (OUTSIDE WRA), RGE-F, RGE-E, STA 30+748 TO 32+85013 JUN 2019SB-36

RGE-D, RGE-E, STA 32+850 TO 35+999 & SITE-6 (SOUTH) 12 JUN 2019SB-36

RGE-A2, RGE-B & RGE-C11 JUN 2019SB-36

RGE-A & RGE-A1 10 JUN 2019SB-36

MSF 1 JUN 2019 SB-36

VESSEL DATE OF SURVEY AREA SURVEYED

SMARTSOUNDER WITH A DUAL-FREQUENCY (28/200KHZ) TRANSDUCER. SOUNDINGS SHOWN ARE IN HIGH FREQUENCY.

9. VERTICAL MEASUREMENTS WERE MADE USING A RESON MODEL T20P MULTIBEAM SYSTEM AND A ROSS MODEL 835C

NOAA TIDAL STATION 867-9511, KINGS BAY, GA, FOR RGE-G THRU RGE-I (INSIDE WRA)

NOAA TIDAL STATION 872-0030, FERNANDINA, FL, FOR RANGE-A THRU RANGE-G (OUTSIDE WRA)

PUBLISHED MLLW HEIGHTS OF THE BENCH MARKS ASSOCIATED WITH THE TIDE GAUGE SITES SPECIFIED BELOW:

AND ATMOSPHERIC ADMINISTRATION (NOAA). NOAA'S VDATUM MODEL WAS USED AND CALIBRATED TO THE

8. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, AS REPORTED BY THE NATIONAL OCEANIC

REFERENCE BASE LOCATED AT "USCG KINGS BAY ARP" (OPUS PID # BBDK29), FOR RANGE-D THRU RANGE-I.

REFERENCE BASE LOCATED AT "BATH HOUSE ARP" (OPUS PID # BBCB08), FOR RANGE-A THRU RANGE-C.

FOLLOWING REFERENCE BASE LOCATIONS:

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

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

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

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

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

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

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

2. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO MEAN LOWER LOW WATER (MLLW) TIDAL DATUM.

1. REFER TO SURVEY NO. 19-198.

SURVEY NOTES DA-N (NEAR-SHORE DISPOSAL) :

SURVEYING, 30 NOV 2013.

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

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

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 DEPTHS

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

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

8. AIDS TO NAVIGATION WERE NOT LOCATED DURING THIS SURVEY.

D/A-N TARGET AREAJUNE 2019SV JAX18-21

VESSEL DATE OF SURVEY AREA

SINGLE-BEAM TRANSDUCER. SOUNDINGS ARE SHOWN IN HIGH FREQUENCY.

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

7. VERTICAL MEASUREMENTS WERE MADE USING A R2 SONIC MODEL 2024 MULTI-BEAM 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, FOR ENTIRE PROJECT

WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

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

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

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

HYPACK KINEMATIC TIDAL DATUM MODEL (KINGS BAY-2013 06 26.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.

SITE 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. 19-217.

OCEAN DISPOSAL AREA (D/A-O) SURVEY NOTES:

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

REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH

8. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE

FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF SURVEY.

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

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

7. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF

ODMDS, DA-O FLORIDA II 30 MAY, 02-03 JUN 2019

SURVEY VESSEL DATE OF SURVEY AREA

SINGLE-BEAM SOUNDER. SOUNDINGS SHOWN IN HIGH-FREQUENCY.

SYSTEM AND ROSS SMARTSOUNDER 835C DUAL-FREQUENCY 28/200 KHZ

VERTICAL MEASUREMENTS WERE MADE USING A R2 SONIC 2026 MULTI-BEAM

BONNER" (OPUS PID: BBCK39)

*TIDE STAFF WAS SET NEAR FERNANDINA MUNICIPAL MARINA FROM "RICHARD E.

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

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:

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

DATUM OF 1983 (NAD83).

FOR THE EAST ZONE OF GEORGIA AND REFERENCED TO THE NORTH AMERICAN

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION

SIGN.

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

"KINGSBAY-2013 06 26.KTD".

WITH A HYPACK KINEMATIC TIDAL DATUM (KTD) MODEL. FILE NAME:

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

NOAA TIDAL STATION 872-0030, FERFNANDINA BEACH, AMELIA RIVER, FLORIDA

BELOW:

OF THE BENCH MARKS ASSOCIATED WITH THE TIDE GAUGE SITES SPECIFIED

VDATUM MODEL WAS USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA). NOAA'S

WATER (MLLW) TIDAL DATUM, 1983-2001 TIDAL EPOCH, AS REPORTED BY THE

2. DEPTHS REPORTED BY THIS SURVEY ARE REFERENCED TO MEAN LOWER LOW

1. REFER TO SURVEY NO. 19-193.

CHANNEL SURVEY NOTES

G-03

G E

N E

R A

N E

R A

L N

O T

E S A

N D S

U R

V E

Y N

O T

BEACH SURVEY NOTES

-K

B E

C -G

I0 n o te s .d g n

DISPOSAL AREAS SURVEY NOTES

SURVEY NOTES: NORTH BEACH

THE SIGNING PARTY OR PARTIES.

SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF

11. ADDITIONS OR DELETIONS TO THE SURVEY MAPS OR REPORT BY OTHER THAN THE

LICENSED SURVEYOR AND MAPPER THIS SURVEY IS NOT VALID.

10. UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA

CONDITIONS AT THAT TIME.

INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL

DATA FILES, REPRESENTS THE RESULT OF THE SURVEYS MADE ON THE DATES

9. THE INFORMATION DEPICTED ON THESE DRAWINGS, AND WITHIN THE SUBMITTED

PROFILES WERE CAPTURED USING AN ODOM DIGI-BAR VELOCIMETER.

FILES. THE DATA FILES ARE REFERENCED IN THE FIELD NOTES. SOUND VELOCITY

QUALITY ASSURANCE DATA WAS COLLECTED DAILY AND RECORDED IN HYPACK LINE

MV WAVEMASTER, ODOM ECHOTRAC CV100 FATHOMETER. CALIBRATION AND

8. THE HYDROGRAPHIC SURVEY WAS COMPLETED UTILIZING RTK/GPS, APPLANIX POS

CONTROL DURING FIELD OPERATIONS.

PUBLISHED/ESTABLISHED MARKS WERE PERFORMED TO MAINTAIN QUALITY

7. TOPOGRAPHIC DATA WAS COLLECTED VIA RTK GPS METHODS. ROUTINE CHECKS TO

R-30, R-30.5, R-31, R-31.5, R-32, R-32.5, R-33, R-33.5, R-34, AND R-35.

R-23.5, R-24, R-24.5, R-25, R-25.5, R-26, R-26.5, R-27, R-27.5, R-28, R-28.5, R-29, R-29.5, R-17, R-17.5, R-18, R-18.5, R-19, R-19.5, R-20, R-20.5, R-21, R-21.5, R-22, R-22.5, R-23, THOSE BEING: R-10, R-11, R-12, R-13, R-13.5, R-14, R-14.5, R-15, R-15.5, R-16, R-16.5, MONUMENT SYSTEM. IN ALL, A TOTAL OF 47 PROFILE LINES WERE RUN, BETWEEN THE FULL NOMINAL SPACING OF THE PUBLISHED FL-DEP “R”

ADDITIONAL PROFILE DATA WAS COLLECTED ALONG LINES ROUGHLY HALFWAY

WITH R-10 ON THE NORTH END AND CONTINUING THROUGH R-35 AT THE SOUTH END.

6. THE SURVEY WAS LIMITED TO PROFILES OF FL-DEP RANGE MONUMENTS BEGINNING

FEET.

5. ALL POSITIONS AND ELEVATIONS ARE EXPRESSED IN THE UNITS OF U.S. SURVEY

1988 (NAVD88).

4. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF

FLORIDA EAST ZONE (0901).

1983, REALIZATION OF 2011, NAD83 (2011), STATE PLANE COORDINATE SYSTEM,

3. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF

BETWEEN THE DATES 18 AND 26 MARCH, 2019.

2. SURVEY WAS PERFORMED BY SEASIDE ENGINEERING AND SURVEYING, LLC. (SEAS),

1. REFER TO SURVEY 19-010.

A R

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N D

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N T

U L

ATLANTA

VALDOSTA

SAVANNAH

MACON

AUGUSTA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

TAMPA

N.T.S.

CANAVERAL

ST AUGUSTINE

GAINESVILLE

GULF OF MEXICO

ATLANTIC OCEAN

CHARLESTON

FLORIDA

GEORGIA

ALABAMA

CAROLINA

SOUTH

BRUNSWICK

OF WORK

LOCATION

LOCATION MAP

ST LUCIE

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O v e rv ie w .d g n

Y=300000

Y=290000

Y=280000

Y=270000

Y=260000

Y=250000

Y=240000

Y=230000

Y=220000

Y=210000

Y=200000

Y=190000

Y=180000

T O C

E N

T E

R O

F D /A -O

.7 N

A U

A L M

E S F

R O

M E

N D O

F S

O U

T H J

E T T

NASSAU SOUND

A M

E L

E R

RIVER

MARYSST.

D U V A L C O U N T Y

F L O R I D A

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

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

G E O R G I A

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

BEACH

FERNANDINA

STATE PARK

FORT CLINCH

AREA

PRESERVE

AQUATIC

FORT CLINCH

ISLAND

CRAB

CUT-2N

CUT-1N

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

BY DISPOSAL AREA

ESTIMATED QUANTITIES

STA. 71+00 CUT-1N

CERTIFICATION REQUIRED LINE - HOPPER (CRL-H LINE)

NAVAL SUBMARINE BASE KINGS BAY

C U

M B E

R L A

N D S

O U

N D

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

4000' 8000'0

VOLUME (CY)

DREDGE

TOTAL

VOLUME (CY)

OVERDEPTH

2 FT ALLOWABLE

VOLUME (CY)

DEPTH

REQUIRED

(FT)

DEPTH

REQUIRED

AREA

DISPOSAL

DESIGNATED

ESTIMATED DREDGING QUANTITIES

119+00

CHANNEL LOCATION

STATIONING

ENDBEGINSEGMENT

CHANNEL

CUT-1N 100+00

CUT-1N

RANGE-D TO E

200+00

24+700

230+00

31+800

49 50,000

CUT-1N 49

AREA

DISPOSAL

QUANTITY (CY)

DISPOSAL

D/A-O

D/A-N

TOTAL

D/A-N22+00 45+00 4,000 12,000 16,000

20,000

5,000 25,000

30,000

TOTAL 520,000 706,000 1,226,000

20,000 50,000

40,000 90,000

80,000 100,000

810,000

1,226,000

NOTE:

TO OCCUR BETWEEN THE DATE OF THE SURVEY AND THE COMMENCEMENT OF DREDGING.

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING

TO NORTH AMERICAN DATUM OF 1983 (NAD83).

GEORGIA STATE PLANE EAST COORDINATE SYSTEM AND REFERENCE

PLANE COORDINATES SHOWN ON THIS DRAWING ARE BASED ON THE

NOTES:

FORT CLINCH AQUATIC PRESERVE BOUNDARY

FLORIDA GEORGIA STATE BOUNDARY LINE

S T

A C

U T -1

S T

U T -1

3 NAUTICAL MILE LIMIT STATE TERRITORIAL WATERS

FORT CLINCH AQUATIC PRESERVE BOUNDARY

SAINT MARYS ENTRANCE

KINGS BAY ENTRANCE CHANNEL

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

A L M

S F

R O

M E

N D

A M E L I

L A N D

C U

M B

E R

L A

N D

L A

N D

N O

R T

H B

E A

C H D

P O

E A

(D /A -N

D/A-NB 345,000

RANGE-C TO D 18+500 24+700 44 45,000 60,000

RANGE-A TO A-1 6+500 10+006.32 45 1,000 9,000 10,000

227+50 D/A-NB

D/A-NB

D/A-NB & D/A-N

D/A-NB

30,000D/A-N

CUT-1N NSB

D/A-NB & D/A-N 105,000

71,000

RANGE-

R-13

R-20

(D/A-N)

DISPOSAL AREA

NEARSHORE

(D/A-F)

DISPOSAL AREA

FORT CLINCH

(D/A-O)

DISPOSAL AREA

FERNANDINA OCEAN

REMOVAL (OPTION A)

TILLING & ESCARPMENT

D/A-OCUT-1N 49230+00 360+00 800,000370,000 430,000

D/A-OCUT-1N 49475+00 485+00

49D/A-N72+00 100+00 4,000 11,000 15,000

200+00

1,000 9,000 10,000

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N E

D B

D E

S C

M A

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S U

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D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

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N B

U E D

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C O B

L V

J A

C K

S O

N V

L E F

J L

A G

R O

N E

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBEC MD FY20\080 - Plans\01 General\G-04

A N

-F

O O

T P

R O J E

C T

C A

M D

E N C

O U

N T

G E

O R

A S

S A

U C

O U

N T

Y F

L O

B O

A U

S T

N A

V A

L S

U B

M A

E B

A S

E K

G S B

A Y E

N T

R A

N C

E C

H A

N N

E L

M A

T E

N A

N C

E D

R E

D G

G C

U T -1

N T

H R

O U

G H R

A N

G E -E

W E

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

264,287.24

262,423.59

261,357.98

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

261,548.67

258,574.37

259,322.49

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

859,411.51

860,115.82

868,115.00

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

870,569.60

871,582.01

873,382.74

880,788.32

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

874,141.26

880,843.13

879,157.70

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

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

RT = RIGHT TURNING

CONTROL POINTS

INNER CHANNEL

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

VIII

VII

III

RS03

III

R S

RT02

R S

X I

R S

R S 14R

R S

LS04

LS05

LS06

LS07

LS08

LT04

LT03

LS09

MS01

BR01

BR04

MS02

BR02

BR03

LS10

SS02

SS01

LS11

LS12

HB01

SS03

HB02

HB03

LS13

HB04

HB05

LS14

SB01

SB02

LS15

LS16

LS17

R S

L S

X I V

RANGE-A

RANGE-A1

P.I. STA. 08+008.09

RANGE-A1

RANGE-A2

P.I. STA. 10+006.32

RANGE-A2

RANGE-B

P.I. STA. 12+005.31

P.I. STA. 15+348.53

RANGE-B

RANGE-C

RANGE-D

P.I. STA. 22+546.56

RANGE-D

RANGE-E

P.I. STA. 30+747.78

P.I. STA. 35+998.77

P.I. STA. 37+503.73

RANGE-F

RANGE-G

RANGE-E

RANGE-F

RANGE-G

RANGE-H

P.I. STA. 42+216.70

RANGE-H

RANGE-I

P.I. STA. 45+436.46

P.I. STA. 48+241.70

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

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

LS03

R A

N G

E -B

RANGE-A

RANGE-A1

R A

N G

E -A

R A

N G

E -C

R A

N G

E -D

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

KINGS BAY INNER CHANNEL

G E O R G I A

F L O R I D A

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

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

FERNANDINA

OLD

CLINCH

FORT

ISLAND

LITTLE TIGER

ISLAND

TIGER

A N

D D

R U

M P

C U

M B

E R

L A

N D I S

L A

N D

J O

L L

Y R

E R

C U

M B

E R

L A

N D S

O U

N D

RGE. 1000

RGE. 759

RGE. 1000

R G

E . 1

R G

E . 7

R G

E . 1

R G

E . 7

R G

E . 1

G E . 7

R G

E . 1

VARIES

RGE.

V A

S R

G E

V A

S R

G E

V I

R S

R G

E . 1

R G

E . 1

R G

E . 7

RGE. 1241.1

NAVAL SUBMARINE BASE KINGS BAY

MARYS

RIVER

ST.

RANGE-I

R A N G E -F

R A

N G

E -E

RANGE-G

R A N G E -H

R A

N G E -I

NOTES:

T C

H L

E S

H E

E T G

-0 S

T A

U T -1

Y=250000

Y=260000

Y=270000

Y=280000

Y=290000

Y=300000

2000' 4000'0

TO NORTH AMERICAN DATUM OF 1983 (NAD83).

GEORGIA STATE PLANE EAST COORDINATE SYSTEM AND REFERENCE

PLANE COORDINATES SHOWN ON THIS DRAWING ARE BASED ON THE

SCALE 1" = 2000'

-K

B E

C -G

I1 c o n tr o l.

d g n

G-06

G E

N E

R A

E R C

H A

N N

E L

FLORIDA GEORGIA STATE BOUNDARY LINE

CONTROL DATA - INNER CHANNEL

C O

N T

R O

L D

A T

A A

R E

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

U L

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G D

A T

E N

A M

A N

S I E

M M

M Y

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

J L

A G

R O

N E

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBEC MD FY20\080 - Plans\01 General\G-06

A N

-F

O O

T P

R O J E

C T

C A

M D

E N C

O U

N T

G E

O R

A S

S A

U C

O U

N T

Y F

L O

B O

A U

S T

N A

V A

L S

U B

M A

E B

A S

E K

G S B

A Y E

N T

R A

N C

E C

H A

N N

E L

M A

T E

N A

N C

E D

R E

D G

G C

U T -1

N T

H R

O U

G H R

A N

G E -E

W E

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

SITE CONTROL POINTS FOR SURVEYS 19-193, 19-198, 19-199 AND 19-217

867 9511 F TIDAL

KBFD-1

USCG KINGS BAY ARP

RICHARD E. BONNER

BATH HOUSE ARP

BBBW69

N/A

BBDK29

BBCK39

BBCB08

292,230.SC

287,700 SC

287,675.63

245,067.46

255,327.18

859,850.SC

866,210 SC

866,092.39

876,656.40

887,895.07

12.52

7.15

22.24

7.35

27.87

16.57

11.10

N/A

11.17

N/A

VERTICAL / TIDAL CALIBRATION CONTROL POINT

HORIZONTAL AND VERTICAL CONTROL POINT

WAS USED FOR A PARTICULAR SURVEY.

REFERENCED SURVEYS FOR INFORMATION REGARDING WHICH MONUMENT

3. REFER TO THE ACCOMPANYING SURVEY NOTES FOR EACH OF THE ABOVE

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:

GEORGIA EAST ZONE PLANE COORDINATES (NAD83)(90)

RICHARD E. BONNER

( GEORGIA STATE PLANE EAST COORDINATE SYSTEM )

BATH HOUSE ARP

867 9511 F TIDAL

KBFD-1

USCG KINGS BAY ARP

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G D

A T

E N

A M

A N

S I E

M M

M Y

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

J L

A G

R O

N E

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBEC MD FY20\080 - Plans\05 Civil\C-01

A N

-F

O O

T P

R O J E

C T

C A

M D

E N C

O U

N T

G E

O R

A S

S A

U C

O U

N T

Y F

L O

B O

A U

S T

N A

V A

L S

U B

M A

E B

A S

E K

G S B

A Y E

N T

R A

N C

E C

H A

N N

E L

M A

T E

N A

N C

E D

R E

D G

G C

U T -1

N T

H R

O U

G H R

A N

G E -E

W E

C -0

C -1

C -0

C -1

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

KINGS BAY ENTRANCE CHANNEL

KEY PLAN

NTS

INNER CHANNEL

G S B

A Y

"YLB-F"

PLANE COORDINATES

AIDS TO NAVIGATION

257,817

258,932

882,204

882,292

YLB-E

YLB-F

"YLB-E"

SS-KBEC09-1

VB-KB15-33

VB-KB15-34

VB-KB05-01

VB-KB05-03

VB-KB05-02

69.

68.

67.

3 67.

67.

66.

65.

64.

63.

62.

61.

60.

2 60.

60.

59.

58.

1 58.

58.

57.

56.

55.

54.

53.

52.

51.

Y=257000

100' 200'0SCALE 1" = 100'

DREDGING PLAN

C-01

M A

T C

H L

E S

H E

E T C -1

T A R

A N

G E -A

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T

CUT-1N

RGE. 1600

RGE. 1250

RGE. 400

P.I. STA. 0+000 RANGE-A

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

S T

A R

A N

G E -A

RGE. 1000

RANGE-A

RGE. 1241.1

RGE. 759

RANGE VARIES

SAINT MARYS ENTRANCE

KINGS BAY ENTRANCE CHANNEL

KINGS BAY INNER CHANNEL

SAINT MARYS RIVER

AMELIA ISLAND

S T

RGE. 1000

RGE. 750

SEE NOTE 1

BOUNDARY LINE OF FORT CLINCH AQUATIC PRESERVE

D R

E D

G P

L A

S T

T A C

U T -1

N -K

B E

C -C

N .d g n

NO DREDGING - THIS SHEET

NOTES:

KINGS BAY ENTRANCE CHANNEL (KBEC)

SOUTH TURNING BASIN (STB)

NORTH TURNING BASIN (NTB)

SEE NOTE 1

BOUNDARY LINE OF FORT CLINCH AQUATIC PRESERVE

NASSAU COUNTY SHORELINE

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

FEDERAL CHANNEL AND SIDE SLOPES LOCATED WITHIN THE AQUATIC

BOUNDARY LINES SHOWN IN THE PLANS. THE PORTIONS OF THE

1. THE FORT CLINCH AQUATIC PRESERVE IS LOCATED BETWEEN THE

A R

E V

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

J U

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G D

A T

E N

A M

A N

S I E

M M

M Y

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

J L

A G

R O

N E

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBEC MD FY20\080 - Plans\05 Civil\C-02

A N

-F

O O

T P

R O J E

C T

C A

M D

E N C

O U

N T

G E

O R

A S

S A

U C

O U

N T

Y F

L O

B O

A U

S T

N A

V A

L S

U B

M A

E B

A S

E K

G S B

A Y E

N T

R A

N C

E C

H A

N N

E L

M A

T E

N A

N C

E D

R E

D G

G C

U T -1

N T

H R

O U

G H R

A N

G E -E

W E

C -0

C -1

C -0

C -1

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

KINGS BAY ENTRANCE CHANNEL

KEY PLAN

NTS

INNER CHANNEL

G S B

A Y

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