KBEC MD_FY21_PLANS_Updated_20200724.pdf

PDF 40 MB Posted Sep 2, 2020

Attached to: U. S. NAVAL STATION KINGS BAY MAINTENANCE DREDGING, ENTRANCE CHANNEL, CUT-1N THROUGH RANGE-E, 49, 45, AND 44-FOOT PROJECT, CAMDEN COUNTY, GEORGIA AND NASSAU COUNTY, FLORIDA
Solicitation number: W912EP20B0004
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation notice is for maintenance dredging of the Kings Bay Entrance Channel in Camden County, Georgia and Nassau County, Florida. The U.S. Army Corps of Engineers seeks bids for dredging the entrance channel from Cut-1N through Range-E to depths of 49, 45, and 44 feet. Incidental work includes environmental monitoring and disposal of dredged materials at four designated sites. Bids are due by October 23, 2020 for work to be completed within 180 days of the notice to proceed. Coast Guard certified hopper dredges are required to complete the base project work with an estimated value between $15-25 million. Subcontracting plans will be required and funds availability is contingent on congressional appropriations.

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Other files

File	Type	Posted
C.04.01 Abstract, W912EP20B0004,Kings Bay Entrance Channel.pdf	PDF	Oct 26, 2020
W912EP20B0004 Amendment 0004.pdf	PDF	Oct 9, 2020
W912EP20B0004 Amendment 0003.pdf	PDF	Oct 7, 2020
B.07.01 20B0004_Pre-Bid Site Visit Sign-In_10-1-2020.pdf	PDF	Oct 6, 2020
W912EP20B0004 Amendment 0002.pdf	PDF	Oct 2, 2020
W912EP20B0004 Amendment 0001.pdf	PDF	Sep 24, 2020
GDR_KBEC_FY21_Updted_04-15.pdf	PDF	Sep 2, 2020
20B0004Volume2Specs_RTA.pdf	PDF	Sep 2, 2020
20B0004Volume1Specs_RTA.pdf	PDF	Sep 2, 2020

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GENERAL NOTES AND SURVEY NOTES

PROJECT OVERVIEW

CONTROL DATA - ENTRANCE CHANNEL

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C-15

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C-21

C-22

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DREDGING PLAN - STA. 0+00 TO STA. 22+00 CUT-1N

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. 382+00 TO STA. 412+00 CUT-1N

DREDGING PLAN - STA. 412+00 TO STA. 442+00 CUT-1N

NAVAL SUBMARINE BASE KINGS BAY

DREDGING PLAN - STA. 22+00 TO STA. 52+00 CUT-1N

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

DREDGING PLAN - STA. 82+00 TO STA. 112+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 PLAN - STA. 442+00 TO STA. 472+00 CUT-1N

DREDGING PLAN - STA. 472+00 TO STA. 501+23.68 CUT-1N

DREDGING PLAN - STA. 1+000 TO STA. 4+100 RANGE-A

C-24

C-25

C-26

C-27

C-28 DREDGING SECTIONS - ENTERANCE CHANNEL

C-29

C-30

DREDGING SECTIONS - INNER CHANNEL

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

C-32 DISPOSAL PLAN - D/A-NB PIPELINE ROUTE

C-33

C-34

C-35

C-31

TERMS AND ABBREVIATIONS - GENERAL SYMBOLOGY

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

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

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

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

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

DREDGING PLAN - STA. 16+500 TO STA. 19+600 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. 10+300 RANGE-A2 TO STA. 13+400 RANGE-B

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

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

G-07 CONTROL DATA - D/A-NB DISPOSAL AREA

C-36

C-37

C-38

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

DISPOSAL SECTIONS - D/A-F

SOLICITATION NO.:

49, 45, AND 44-FOOT PROJECT

CAMDEN COUNTY, GEORGIA & NASSAU COUNTY, FLORIDA

NAVAL SUBMARINE BASE KINGS BAY - ENTRANCE CHANNEL

MAINTENANCE DREDGING CUT-1N THROUGH RANGE-E

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FL/GA

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

W912EP20B0004

JACKSONVILLE DISTRICT

FULL SECTION

PARTIAL SECTION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

DRAWING WHERE SHOWN

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

REFERENCE SYMBOL KEY

TERMS AND ABBREVIATIONS

T - TELECOMMUNICATIONS

E - ELECTRICAL

M - MECHANICAL

F - FIRE PROTECTION

Q - EQUIPMENT

A - ARCHITECTURAL

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY/MAPPING

G - GENERAL

IDENTIFICATION

400'0 200'20' 40'0

S-56 S-56

S-76

GENERAL NOTES

GENERAL SYMBOLOGY

LEGEND - NAVIGATION

VB-JH99-22 IDENTIFIER

VIBRACORE BORING

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

SHOWN

DRAWING WHERE

IN THE DIRECTION OF ARROW

MONUMENT FALLS OFF THE PAGE

CONTROL POINT

VERTICAL / TIDAL CALIBRATION

GRASS OR MARSH AREA

PID AF31

DISCIPLINE DESIGNATOR

ELEVATION AND LOCATION

PROJECT CHANNEL

DREDGING AREAS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

49.5

DREDGING EXCLUSION ZONE

CROSS SECTION

C-16

HORIZONTALVERTICAL

DRAWING AREA CROSS SECTION PROFILE TITLE WITH ASYMMETRICAL SCALES

DRAWING AREA - PLAN

CHANNEL LIMIT PI IDENTIFIER

CHANNEL CL PI POINT

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FORT CLINCH AQUATIC PRESERVE AREA

IDENTIFIERSS-KBEC09-20

PIPELINE ROUTE

FDEP RANGE MONUMENT

NEARSHORE DISPOSAL AREA

OCEAN DISPOSAL AREA

AVOIDANCE AREA

IDENTIFICATION

PLAN

AND LOCATION

SURFICIAL SAMPLE DESIGNATION

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W.T.B.

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VERT

USCG

USC

USACE

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TOS

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NOAA

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M.T.B.A.C.

MLW

MLLW

MHW

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ICW

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FDOT

FDEP

EOB

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EL / ELEV

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DMMU

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CO-OPS

CHN.

CBL

BLVD

ARC

APPROX

WESTERN TURNING BASIN WIDENER

WESTERN TURNING BASIN

WESTERN ACCESS CHANNEL

VERTICAL

UNITED STATES COAST GUARD

UNITED STATES CODE

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

TRIDENT TURNING BASIN

TRIDENT ACCESS CHANNEL

STATION

STREET

SOUTH TURNING BASIN

SOUTH SETTLING BASIN

SQUARE FEET/FOOT

SHEET

RANGE

REQUEST FOR INFORMATION

ROAD

PERMANENT IDENTIFIER

OCEAN DREDGED MATERIAL DISPOSAL SITE

NOT TO SCALE

NORTH TURNING BASIN

NORTH SETTLING BASIN

NUMBER

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN VERTICAL DATUM OF 1988

NORTH AMERICAN DATUM OF 1983

MIDDLE TURNING BASIN

MIDDLE TURNING BASIN ACCESS CHANNEL

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LINEAR FOOT/FEET

KINGS BAY ENTRANCE CHANNEL

INTRACOASTAL WATERWAY

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EXISTING

EDGE OF BERM

ENVIRONMENT

ELEVATION

EROSION CONTROL LINE

DRAWING

DREDGED MATERIAL MANAGE UNIT

DATABASE

CUBIC YARD

CONTRACTING OFFICER

PRODUCTS & SERVICES

CENTER FOR OPERATIONAL OCEANOGRAPHIC

CENTERLINE

CHANNEL

CONSTRUCTION BASELINE

BOULEVARD

ALAFIA RIVER CHANNEL

APPROXIMATE

ACCESS/STAGING AREA

BEACH DISPOSAL AREA (D/A)

(PROFILE VIEW)

BEACH FILL

COASTLINE

O.F.W. BOUNDARY LINE (SEE GENERAL NOTE 7.)

EXISITNG GRADE

STATE BOUNDARY LINE

ONLY AND ARE NOT TO BE USED FOR MEASUREMENTS (DATED MARCH 2018).

9. THE AERIAL PHOTOGRAPHY SHOWN ON THESE DRAWINGS ARE FOR GENERAL INFORMATION

CONSTRUCTION OF THIS PROJECT.

HE/SHE DETERMINES ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF

SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT

NOT ALL EXISTING STRUCTURES ARE INDICATED ON THE DRAWINGS, THE CONTRACTOR

ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE INDICATED.

8. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR INFORMATION

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

SOME PORTIONS OF THE FEDERAL CHANNEL ARE ALSO LOCATED IN THE AQUATIC PRESERVE

7. THE FORT CLINCH AQUATIC PRESERVE IS AN OUTSTANDING FLORIDA WATER (O.F.W.).

6. ALL ELEVATIONS SHOWN ABOVE REFERENCED DATUM ARE ASSIGNED THE PLUS SYMBOL (+).

AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

PLANE COORDINATE SYSTEM EAST ZONE (0901), AND VERTICALLY REFERENCED TO THE NORTH

5. ALL BEACH DRAWINGS (C-32 THRU C-37) ARE HORIZONTALLY REFERENCED ON THE FLORIDA STATE

VARIES FROM NAVD88 AS DISTANCE FROM THIS STATION CHANGES.

WHERE MLLW IS 3.82 FT BELOW NAVD88. THIS VALUE IS TO BE USED ONLY AT THIS CALIBRATION SITE, AND

USACE SURVEY OPERATIONS IS NOAA TIDAL STATION 872-0030, FERNANDINA BEACH, AMELIA RIVER, FLORIDA.

AND MODELS USED TO ACHIEVE FINAL SOUNDINGS RELATIVE TO MLLW. THE TIDAL CALIBRATION SITE FOR

REFER TO THE SURVEY NOTES THAT ACCOMPANY EACH SURVEY FOR DETAILS THAT OUTLINE THE METHODS

REFERENCED TO THE MEAN LOWER LOW WATER (MLLW) TIDAL DATUM, TIDAL EPOCH OF 1983-2001.

REFERENCED TO THE GEORGIA STATE PLANE COORDINATE SYSTEM EAST ZONE (1001), AND VERTICALLY

4. ALL DREDGING (C-01 THRU C-27), NEARSHORE (C-30), AND ODMDS (C-31) DRAWINGS ARE HORIZONTALLY

THE NORTH AMERICAN DATUM OF 1983 (NAD83(2011)).

3. ALL HORIZONTAL COORDINATES ARE REFERENCED TO THE 2011 ADJUSTMENT OF

2. ALL SPATIAL COORDINATES SHOWN HEREIN ARE IN U.S. SURVEY FEET.

THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN

CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE U.S. ARMY

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DISPOSAL AREAS SURVEY NOTES

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

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

SURVEY NOTES: NORTH BEACH, FORT CLINCH AND GROINS

THE SIGNING PARTY OR PARTIES.

SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF

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

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 SURFMASTER, 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

FT CLINCH STATE PARK.

R-35. DATA WAS ALSO COLLECTED ALONG THE GROINS AND SHORELINE OF

BETWEEN THE FULL NOMINAL SPACING OF THE PUBLISHED FL-DEP R-09 THROUGH

ADDITIONAL PROFILE DATA WAS COLLECTED ALONG LINES ROUGHLY HALFWAY

WITH R-01 AND R-04 AS WELL AS R-09 THROUGH R-35.

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 26 MARCH AND 09 APRIL 2020.

2. SURVEY WAS PERFORMED BY DEGROVE SURVEYORS INC,

1. REFER TO SURVEY 20-132.

PROJECT ELEVATION GRADES TO NATIONWIDE VERTICAL DATUMS, 30 NOV 2013.

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 0+00 TO 501+23 19-25 JUN 2020 SV FLORIDA II

RGE-A THRU RGE-E, STA 31+80027-29 MAY 2020 SB-36

SURVEY VESSEL DATE OF SURVEY AREA SURVEYED

WITH A 28/200 KHZ SINGLE-BEAM TRANSDUCER. ALL SOUNDINGS ARE IN HIGH FREQUENCY.

RESON T20P MULTI-BEAM SYSTEM, AND A ROSS MODEL 835C DUAL-FREQUENCY SOUNDER

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

TIDE STAFF WAS SET ON SITE-6 PIER FROM BM "DMA KBFD-1".

REFERENCE BASE LOCATED AT "USCG KINGS BAY ARP" (OPUS PID # BBCB08), FOR RGE-D & E.

E. BONNER". (OPUS PID: BBCK39)

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

REFERENCE BASE LOCATED AT “BATH HOUSE ARP” (OPUS PID: BBCB08) FOR ENT. CH THRU RGE-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.

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 26.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.

RANGE-A THRU E.

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. 20-213.

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.

ODMDS D/A-O30 JUN & 1 JUL 2020 SV FLII

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 2026 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. 20-233.

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 AREA26 & 29 JUNE 2019SV FLII

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 2026 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. 20-234.

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

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A M

A N

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S O

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C O B

L V

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S O

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L E F

R E

L Y pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBEC MD FY21\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 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

R O

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

G-04

N E

P R

O J E

C T O

V E

R V

W K

B E

C -G

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

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

AREA

DISPOSAL

QUANTITY (CY)

DISPOSAL

TOTAL

826,500

1,207,400

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

L A N D

C U

M B

E R

L A

N D

L A

N D

145,000

R-15

R-22

(D/A-F)

DISPOSAL AREA

FORT CLINCH

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

200+00

31+000

230+00

31+800

49 50,000

CUT-1N 49D/A-N22+00 45+00 4,000 12,000 16,000

20,000

5,000 55,000

5,000

TOTAL

5,000 10,000

40,000 90,000

80,000 100,000

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

227+50 D/A-NB

D/A-F

60,000D/A-N

CUT-1N NSB

D/A-OCUT-1N 49230+00 340+00 800,000370,000 430,000

49D/A-NB72+00 100+00 4,000 11,000 15,000

200+00

D/A-OCUT-1N 49390+00 400+00

D/A-OCUT-1N 49415+00 420+00

RANGE-B 12+005.31 15+348.53 D/A-N

CUT-1N STB 11+00 19+00 45

15,000

11,5006,500 5,000

2,500 5,0002,500

18,000 30,50012,500

1,207,400

121,500

D/A-N

24+700 31+000 44 10,000 30,000 40,000D/A-NB

D/A-O

5,000 10,000

502,000 705,400

114,400

RANGE-E

RANGE-D TO E

STA. 71+00 CUT-1N

CERTIFICATION REQUIRED LINE (CRL-H OR CRL-C LINE)

(D/A-O)

DISPOSAL AREA

FERNANDINA OCEAN

(D/A-N)

DISPOSAL AREA

NEARSHORE

BOUNDARY

FL/GA

(D /A -N

P O

S A

L A

R E

N O

R T

H B

E A

C H

FORT CLINCH (D/A-F)

NORTH BEACH (D/A-NB)

NEARSHORE (D/A-N)

FERNANDINA (D/A-O)

STA

+8 R

ANGE-

2+400 D/A-F 45 1,000 3,400 4,400RANGE-A 4+000

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

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L Y pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBEC MD FY21\080 - Plans\01 General\G-05

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 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

R O

RS01

LS01

RS02

LT02

LS02

LT01

NSB02

NSB01

NSB03

NSB04

NSB05

NSB06

NTB02

NTB01

NTB04

NTB03

RT01

SSB01

SSB02SSB04

SSB03STB01

STB02STB03

STB04

LS03

III

RS03

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

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

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

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

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

CUT-1N

CUT-2N

SOUTH SETTLING BASIN

NORTH SETTLING BASINN. TURNING BASIN

S. TURNING BASIN

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

KINGS BAY ENTRANCE CHANNEL

F L O R I D A

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

FERNANDINA

OLD

BEACH

FERNANDINA

SAINT MARYS ENTRANCE

RGE. 1600

RGE. 1000

RGE. 400

RGE. 1250

RGE. 750

RGE. 1550

RGE. 1400

RGE. 600

RGE. 1250

RGE. 750

RGE. 1000

RGE. 750

RGE. 1000

RGE. 1250 RGE. 1000

RGE. 750

RGE. 1000

RGE. 1250

RGE. 750

RGE. 1250

RGE. 750

RGE. 1000

258,622.79

258,123.31

257,787.36

258,033.76

258,397.08

258,876.18

258,733.18

258,954.48

259,111.16

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

881,903.17

881,925.99

882,241.64

887,636.02

887,919.74

898,408.80

898,565.49

903,410.44

903,553.44

892,691.92

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

880,788.32

930,845.14

954,047.11

882,802.24

880,843.13

930,929.26

954,230.80

880,815.73

930,887.20

954,138.95

POINT (Y) NORTHING(X) EASTING

GEORGIA EAST ZONE PLANE COORDINATES (NAD83)(90)

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

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

KBEC AND KBIC CHANNEL CONTROL DATA NOTES:

U.S. NAVAL STATION KINGS BAY CHANNEL FRAMEWORK REPORT

REVISION 22 AUGUST 2016

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:

PPCP: INNER CHANNEL867 9511KINGS BAY, GEORGIA

PPCP: ENTRANCE CHANNEL872 0030FERNANDINA BEACH

NOAA MLLW TIDE CALIBRATION GAGES

PPCP: INNER CHANNELBBBW69867 9511 F TIDAL

PPCP: INNER CHANNELN/AKBFD-1

PPCP: INNER CHANNELBBBW88SITE-6

PPCP: INNER CHANNELBBDK29USCG KINGS BAY ARP

PPCP: INNER CHANNELBC0166872 0030 TIDAL 34

PPCP: ENTRANCE CHANNELBBCK39RICHARD E. BONNER

PPCP: ENTRANCE CHANNELBBCB08BATH HOUSE ARP

CHANNEL REACHNGSIDB/OPUS PIDNSRS PPCP

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

REFER TO THE SURVEY ACCOMPANYING THESE PLANS AND SPECIFICATIONS FOR THE

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

PRIMARY PROJECT CONTROL POINTS (PPCP):

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

EQUALIVALENT.

THIS, THE KTD FILE AND THE VDATUM MODEL FILE ARE NOT TO BE CONSIDERED

POINTS ALONG A PARTICULAR REACH OF A NAVIGATION PROJECT. AS A RESULT OF

DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM VALUES AT DISCREET

A RESULT OF EITHER OMISSIONS IN THE ORIGINAL VDATUM COVERAGE, OR GROSS

CONTAIN EDITS OR ADDITIONS NOT FOUND IN THE VDATUM MODEL. THESE EDITS ARE

CORRECTIONS. THOUGH DERIVED FROM THE VDATUM MODEL, THE KTD FILE MAY

FOR USE BY THE HYDROGRAPHIC SOFTWARE FOR REAL TIME VERTICAL DATUM

THIS MODEL WAS USED TO CONSTRUCT A KINEMATIC TIDAL DATUM GRID FILE (KTD)

VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 3, AND LOCAL TIDE STATION DATA.

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

RELATIVE TO THE INDICATED CHANNEL BASELINE FOR EACH CHANNEL REACH. UNLESS

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

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

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:

FERNANDINA

OLD

BEACH

FERNANDINA

CLINCH

FORT

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

M A

T C

H L

E S

H E

E T G

-0 S

T A

A N

G E -A

Y=250000

Y=260000

Y=270000

Y=280000

Y=230000

Y=240000

NOTES:

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

2000' 4000'0

-K

B E

C -G

I1 c o n tr o l.

d g n

G E

N E

R A

E N

T R

A N

C E C

H A

N N

E L

C O

N T

R O

L D

A T

CONTROL DATA - ENTRANCE CHANNEL

G-05

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

-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

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

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

R E

L Y pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBEC MD FY21\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 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

R O

KBFD-1

USCG KINGS BAY ARP

BATH HOUSE ARP

RICHARD E. BONNER

SITE CONTROL POINTS FOR SURVEY 20-213

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

KBFD-1

RICHARD E. BONNER

USCG KINGS BAY ARP

BATH HOUSE ARP

N/A

BBCK39

BBDK29

BBCB08

287,700.SC

245,070.SC

287,675.63

255,327.18

866,210.SC

876,660.SC

866,092.39

887,895.07

7.15

7.35

22.24

27.87

11.10

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:

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

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

R E

L Y pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBEC MD FY21\080 - Plans\01 General\G-07

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 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

R O

MON ID

X-EASTING Y-NORTHING

NASSAU COUNTY BEACH R-MONUMENTS

AZIMUTHS ARE GRID RECKONED CLOCKWISE FROM NORTH

(CORDINATES NAD83(90))

FLORIDA STATE PLANE EAST ZONE

R034

R033

R032

R031

R030

R029

R028

R027

R026

R025

R024

R023

R022

R021

R020

R019

R018

R017

R016

R015

R014

R013

R012

R011

R010

R009

R008

R007

R006

R005

R004

R003

R002

R001

100°

105°

100°

90°

100°

90°

0°

50°

20°

10°

0°

10°

518433.75

518619.45

518865.06

519188.23

519294.28

519456.83

519702.12

519863.38

519950.99

520120.10

520225.94

520275.72

520412.11

520636.16

520681.16

520808.27

520913.29

521110.37

521294.07

521174.88

521380.61

521434.03

521397.37

521619.53

521860.64

521469.39

520568.59

519788.99

519021.81

518125.70

517169.35

516133.28

515268.88

514304.60

2291140.88

2292122.37

2293152.83

2294008.96

2294986.31

2295988.19

2296937.31

2298026.08

2298879.99

2299757.98

2300744.82

2301553.28

2302586.81

2303612.41

2304504.93

2305462.42

2306264.93

2307229.81

2308093.20

2309205.20

2310229.45

2311213.58

2312362.07

2313275.64

2314281.78

2314771.06

2315262.00

2315774.48

2316337.63

2316245.41

2316147.06

2315961.55

2316221.93

2316481.91

R-001

R-002

R-003

R-004 R-005

R-006

R-007

R-

R-010

R-012

R-013

R-015

R-016

R-017

R-018

R-020

R-022

R-023

R-024

R-025

R-026

R-011

R-008

R-014

R-019

R-021

R-027

R-028

R-029

R-030

R-031

R-032

R-033

R-034

STATIONY - NORTHING

(CORDINATES NAD83(90))

FLORIDA STATE PLANE EAST ZONE

NORTH BEACH D/A-NB

CONSTRUCTION BASELINE

N13

N12

N10

N09

N08

N07

N06

N05

N04

N03

N02

N01

X - EASTING

POINTS

VERTEX

N14

N13

N12

N11

N10

N09

N08

N07

N06

N05

N04

N03

N02

N01

518,654.69

519,749.76

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

2,296,659.40

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

185+75.00

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

N11

EROSION CONTROL LINE (ECL) POINTS

(CORDINATES NAD83(90))

FLORIDA STATE PLANE EAST ZONE

ECL POINT 1

ECL POINT 2

ECL POINT 3

ECL POINT 4

ECL POINT 5

ECL POINT 6

ECL POINT 7

ECL POINT 8

ECL POINT 9

ECL POINT 10

ECL POINT 11

ECL POINT 12

ECL POINT 13

ECL POINT 14

ECL POINT 15

ECL POINT 16

ECL POINT 17

ECL POINT 18

ECL POINT 19

ECL POINT 20

ECL POINT 21

ECL POINT 22

ECL POINT 23

ECL POINT 24

ECL POINT 25

ECL POINT 26

ECL POINT 27

ECL POINT 28

ECL POINT 29

ECL POINT 30

ECL POINT 31

ECL POINT 32

ECL POINT 33

ECL POINT 34

ECL POINT 35

ECL POINT 36

ECL POINT 37

ECL POINT 38

ECL POINT 39

ECL POINT 40

ECL POINT 41

ECL POINT 42

ECL POINT 43

ECL POINT 44

ECL POINT 45

ECL POINT 46

ECL POINT 47

ECL POINT 48

ECL POINT 49

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

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

VERTEX

0 5

0 4

P I S T

A .8

P I S T A .2

P I S T A .5

P I S T

A .2

P I S

T A .6

P I S

T A .8

P I S

T A .1

P I S

T A .1

P I S

T A .6

P I S

T A .3

P I S

T A .6

P I S

T A .4

P I S

T A .4

P I S

T A .5

P I S

T A .7

P I S

T A . 1

P I S

T A . 1

P I S

T A . 1

P I S

T A . 1

P I S

T A . 2

P I S

T A . 2

P I S

T A .2

P I S

T A .9

P I S

T A .7

P I S

T A .1

P I S

T A .1

P I S

T A .2

P I S

T A .7

P I S

T A .6

3 P I S

T A .5

P I S

T A .8

P I S

T A .2

P I S

T A .1

92+22.86

97+11.29

117+69.62

101+95.58

107+22.25

108+57.66

110+00.80

112+52.18

115+13.18

6 10 11 12 13

18 20

28 29

CONSTRUCTION BASELINE

2,315,107.80

2,315,016.76

2,314,926.16

2,314,816.86

2,314,795.69

2,314,810.76

2,314,868.17

2,315,202.73

2,315,529.47

2,315,826.63

2,316,045.52

2,316,244.98

2,316,440.67

2,316,448.20

2,316,416.31

2,316,331.93

2,316,319.75

2,316,271.91

2,316,171.15

2,316,110.12

2,316,245.22

2,316,437.12

2,316,511.40

2,316,579.66

2,316,633.00

2,316,680.04

2,316,785.33

2,316,792.48

2,316,749.28

2,316,712.87

2,316,617.34

2,316,518.72

2,316,336.26

522,427.98

522,198.66

521,958.75

521,721.75

521,471.26

521,328.91

521,206.28

520,799.52

520,442.05

520,054.43

519,663.33

519,186.13

518,697.91

518,336.09

518,195.77

517,849.33

517,693.93

517,204.85

516,689.30

516,206.23

515,707.29

515,240.77

514,736.05

514,295.30

513,935.82

513,801.07

513,600.29

513,427.66

513,278.27

513,097.79

512,829.96

512,514.57

512,190.34

P.I. NO. STATION NORTH - YEAST - X

10+00.00

13+72.04

17+02.49

19+86.85

21+70.97

23+26.48

24+99.25

27+25.97

28+68.7

32+32.11

36+78.11

41+88.27

46+92.72

52+09.63

56+96.53

62+21.83

120+16.35

67+13.25

68+69.12

72+25.70

73+69.59

77+31.49

82+57.47

87+74.68

CONSTRUCTION BASELINE

AND SOUTH JETTY D/A-SJ

FORT CLINCH D/A-F

DESIGNATION PID NORTHING EASTING NAVD88

74 81 A09

STEPHEN C. DUBA, P.E.

SURVEY 20-132 * * * * PROJECT CONTROL

872-0009-D TIDAL

STEPHEN C. DUBA, P.E.

BATH HOUSE ARP

74 81 A09

BC2462

BBFF38

BBCB08

DE5883

2,312,990.SC*

2,302,997.82

2,314,763.47

2,303,599.59

511,750.SC*

520,499.50

521,227.23

520,525.46

6.52

17.12

27.87

12.63

HORIZONTAL AND VERTICAL CONTROL POINT

HORIZONTAL OR VERTICAL CONTROL POINT

AND IS NOT TO BE USED AS CONTROL COORDINATE

SC* DENOTES A SCALED COORDINATE VALUE

872-0009-D TIDAL

BATH HOUSE ARP

FORT

CLINCH

S T

H S

SOUTH J

ETT

S F

R O

N T S

ELM ST.

BEECH ST.

DADE ST.

CENTRE ST.

N D S

N T

H S

N T

H S

ASH ST.

N T

H S

BEACH

FERNANDINA

ALACHUA ST.

BROOME ST.

CALHOUN ST.

ESCAMBIA ST.

CEDAR ST.

BROOME ST.

F O

R T C

C H R

ATLANTIC AVE. (A1A)

S T

H S

N T

H S

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

Y=2295000

Y=2300000

Y=2305000

Y=2310000

Y=2315000

Y=2320000

NORTH JETTY

1000' 2000'0

NOTES:

-K

B E

C -G

I1 c o n tr o l.

d g n

G E

N E

R A

G-07

C O

N T

R O

L D

A T

A B

E A

C H

CONTROL DATA - BEACH

N14

D /A -N

B D

P O

S A

L A

R E

A S

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

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

FORT CLINCH & SOUTH JETTY

AMELIA ISLAND

FERNANDINA

OLD

ST MARYS RIVER

ISLAND (GA)

CUMBERLAND

ISLAND

LITTLE TIGER

A M

E L

E R

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

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

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

R E

L Y pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBEC MD FY21\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 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

R O

-0

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

SS-KBEC09-1

VB-KB15-33

VB-KB15-34

VB-KB05-01

VB-KB05-03

VB-KB05-02

69.

68.

67.

66.

0 66.

66.

65.

5 65.

65.

0 65.

65.

64.

63.

9 63.

63.

62.

4 62.

62.

61.

60.

2 60.

60.

1 60.

60.

59.

6 59.

59.

58.

0 58.

58.

57.

4 57.

57.

56.

55.

5 55.

55.

54.

8 54.

54.

53.

52.

51.

PLANE COORDINATES

AIDS TO NAVIGATION

882,191 257,854

882,282 259,017

YLB-E (06/20)

YLB-F (06/20)

"YLB-E"

"YLB-F"

100' 200'0

DREDGING PLAN

C-01

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

S T

A R

A N

G E -A

RGE. 1000

RANGE-A

RGE. 1241.1

RGE. 759

RANGE VARIES

SAINT MARYS RIVER

RGE. 1000

RGE. 750

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

NOTES:

KINGS BAY ENTRANCE CHANNEL (KBEC)

SOUTH TURNING BASIN (STB)

NORTH TURNING BASIN (NTB)

NASSAU COUNTY SHORELINE

S T

A C

U T -1

S T

A C

U T -1

Y= 259000

Y= 258000

Y= 257000

MATERIAL TO BE PLACED IN D/A-N

KINGS BAY INNER CHANNEL (KBIC)

A C

U T -1

A C

U T

A C

U T

A C

U T

A C

U T

P.I. STA. 0+00 RANGE-A

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

(SEE NOTE 1)

FORT CLINCH AQUATIC PRESERVE

NORTHERN BOUNDARY LINE OF

KINGS BAY

CUMBERLAND ISLAND, GA

NORTH JETTY

FORT CLINCH STATE PARK

(SEE NOTE 1)

BOUNDARY LINE OF FORT CLINCH AQUATIC PRESERVE

FROM O.F.W. CRITERIA.

AND SIDE SLOPES LOCATED WITHIN THE AQUATIC RESERVE ARE EXEMPT

BOUNDARY LINES SHOWN. THE PORTIONS OF THE FEDERAL CHANNEL

1. THE FORT CLINCH AQUATIC PRESERVE IS LOCATED BETWEEN THE

AMELIA ISLAND

EBB

FLOOD

ENTRANCE

SAINT MARYS RIVER

M A

T C

H L

E S

H E

E T C -1

T A R

A N

G E -A

PLUS 2-FOOT ALLOWABLE OVERDEPTH

45-FOOT REQUIRED DEPTH (STB)

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

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

R E

L Y pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBEC MD FY21\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 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

R O

-0

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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File details come from the government source that posted it. Updated Sep 3, 2020.