SAMPLE_KBSBMDFY25_Plans.pdf

PDF 29 MB Posted May 8, 2026

Attached to: Beneficial Use of Dredged Material (BUDM) – Salt Marsh Restoration at Naval Submarine Base (NSB) Kings Bay, Georgia
Solicitation number: W912EP26Z1BPB
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · May 8, 2026

This document is a set of construction plans for the Naval Submarine Base Kings Bay Maintenance Dredging project in Camden County, Georgia (Solicitation No. W912EP25B0009), prepared by the U.S. Army Corps of Engineers Jacksonville District.

The plans comprehensively detail dredging operations across multiple channel reaches and facility areas within Kings Bay, with required depths ranging from 39 to 47 feet plus 2-foot allowable overdepth provisions. Base dredging quantities total approximately 1,135,000 cubic yards across primary areas including Range-H to Range-I and Upper Turning Basin (UTB) at 45-47 feet depth, Range-G to Range-H and Explosive Handling Basin (EHB) at 47 feet, Range-E to Range-G and Magnetic Silencing Facility (MSF) at 44-45 feet, Site Six North at 39 feet, Site Six South and ARDM Yoke at 45 feet, Explosive Handling Wharves (EHW) at 47 feet, Refit Wharves at 47 feet, and Drydock Caisson Sill and Mooring Facility at 46 feet. All dredged material is designated for placement at Disposal Area Crab Island (D/A-C). The plans include detailed cross-sections, station-by-station elevation data, control points using NAD83/2011 and NAVD88 datums, and coordinate tables with horizontal and vertical survey control information. Critical operational constraints are specified, including 15-foot dredging offsets from structures, security arc coordination requirements, magnetic silencing facility exclusion zones, and restrictions on equipment placement near sensitive areas such as explosive handling structures and drydock caissons.

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SAMPLE_KBSBMDFY25Volume1.pdf	PDF	May 8, 2026

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4000' 8000'0

SOLICITATION NO.:

Jacksonville District

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

CAMDEN COUNTY, GEORGIA

W912EP25B0009

US Army Corps of Engineers ®

SHEET INDEX

SHEET ID. TITLE

GENERAL

G-01 COVER AND SHEET INDEX

G-02 TERMS AND ABBREVIATIONS, SYMBOLOGY, GENERAL NOTES & SURVEY NOTES

G-03 PROJECT OVERVIEW

G-04 CONTROL DATA - CHANNEL

CIVIL

C-01 DREDGING PLAN - STA. 41+900 TO 48+242, UTB, EHB & RFW

C-02 DREDGING PLAN - STA. 36+650 TO STA. 41+900, EHB & SS-N

C-03 DREDGING PLAN - STA. 30+000 TO STA. 36+650, MSF, SS-S & ARDM YOKE

C-04 DREDGING PLAN - ARDM YOKE, SS-S & RFW

C-05 DREDGING PLAN - EHW AND INSETS 1 & 2

C-06 DREDGING PLAN AND CROSS SECTION - INSET 3, DRYDOCK CAISSON GATE SILL

C-07 DREDGING CROSS SECTIONS - RANGE-H, RANGE-I, UTB, RFW & SBB

C-08 DREDGING CROSS SECTIONS - RANGE-G, RANGE-H, EHB, SS-N

C-09 DREDGING CROSS SECTIONS - RANGE-E, SS-S, MSF-N

C-10 DREDGING CROSS SECTIONS - ARDM YOKE, EHW, DRYDOCK CAISSON GATE

MOORING FACILITY

C-11 DISPOSAL PLAN AND CONTROL DATA D/A-C OVERVIEW

C-12 DISPOSAL PLAN - CRAB ISLAND D/A-C

C-13 DISPOSAL CROSS SECTIONS - CRAB ISLAND D/A-C

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

FERNANDINA BEACH

NAVAL SUBMARINE BASE KINGS BAY

S T A T E O F G E O R G I A

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

S T A T E O F

F L O R I D A

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

FORT

CLINCH

ST. MARYS ENTRANCE

RIVERST. MARYS

ST. MARYS

C U

N D

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

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

E, F L

T D

2E P2

Y M

E D

G C

O U

, G

R G

-B

C O

N U

, 2

-K

-G

-0 1.

D W

D .T

R R

C O

A N

D S

G-01 pw

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\N av ig at io n

Pr oj ec ts

\K in gs ba y\

D F

(S ub

B as

e) \0

Pl an s\

S he et M od el s\ G

-0

N ov em be r 2

_B &W

S, D U

E C

M Y

SAMPLE

EXISTING

CAST-IN-PLACE

CONCRETE

(CONCST)

EXISITNG BOTTOM/GRADE

APPROX

ARDM

BLVD

CHN.

COR

D/A-1 D/A-2 D/A-C

DWG

EHB

EHW

EL / ELEV

HORZ

KBIC

IWW

MHW

MLLW

MLW

MSF

MSF-N

NAVD88

NAD83

NOAA

N.T.S.

RFI

RFW

RGE

SBB

SS-N

SS-S

STA

TYP

USACE

USCG

UTB

VERT

APPROXIMATE

MEDIUM AUXILIARY REPAIR DOCK

BOULEVARD

CHANNEL

CENTERLINE

CONTRACTING OFFICER'S REPRESENTATIVE

CUBIC YARD

DISPOSAL AREA 1

DISPOSAL AREA 2

DISPOSAL AREA CRAB ISLAND

DRAWING

EXPLOSIVE HANDLING BASIN

EXPLOSIVE HANDLING WHARVES

ELEVATION

FOOT/FEET

HORIZONTAL

KINGS BAY INNER CHANNEL

INTRACOASTAL WATERWAY

LINEAR FOOT/FEET

MEAN HIGH WATER

MEAN LOWER LOW WATER

MEAN LOW WATER

MAGNETIC SILENCING FACILITY

MAGNETIC SILENCING FACILITY NORTH

NORTH AMERICAN VERTICAL DATUM OF 1988

NORTH AMERICAN DATUM OF 1983

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NUMBER

NOT TO SCALE

POINT OF INTERSECTION

ROAD

REQUEST FOR INFORMATION

REFIT WHARVES

RANGE

SMALL BOAT BASIN

SHEET

SQUARE FEET/FOOT

SITE SIX NORTH

SITE SIX SOUTH

STREET

STATION

TURNING BASIN

TYPICAL

UNITED STATES ARMY CORPS OF ENGINEERS

UNITED STATES COAST GUARD

UPPER TURNING BASIN

VERTICAL

FULL SECTION

PARTIAL SECTION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

DRAWING WHERE SHOWN

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

MATERIAL SYMBOL KEY

IDENTIFICATION

400'0 200'20' 40'0

C-56 C-56

C-76

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

GREEN DAYBEACON

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

DRAWING WHERE

SHOWN

DESIGNATED UPLAND DISPOSAL AREA

VERTICAL / TIDAL CALIBRATION

CONTROL POINT

ELEVATION AND LOCATION49.5

TITLE

CROSS SECTIONC

C-16

HORIZONTALVERTICAL

DRAWING AREA CROSS SECTION PROFILE TITLE WITH ASYMMETRICAL SCALES

DRAWING AREA - PLAN

PLAN VIEW

DISCIPLINE DESIGNATOR

TERMS AND ABBREVIATIONS

G - GENERAL

C - CIVIL

GENERAL NOTES

LEGEND - NAVIGATION REFERENCE SYMBOL KEY SURVEY NOTES - CHANNEL

GENERAL SYMBOLOGY

PROJECT CHANNEL

DREDGING AREAS

STATE/COUNTY BOUNDARY LINE

DREDGING EXCLUSION ZONE

HORIZONTAL AND VERTICAL

CONTROL MONUMENT

TIDE STAFF

CHANNEL LIMIT PI IDENTIFIER

CHANNEL CL PI POINT

MONUMENT FALLS OFF THE PAGE

IN THE DIRECTION OF ARROW

SECURITY ARC

SURVEY NOTES - CRAB ISLAND D/A-C

MOORING BUOY

WARNING SIGN

RED DAYBEACON

1. REFER TO SURVEY NO. 24-096.

2. THE AERIAL BATHYMETRIC LIDAR AND DIGITAL IMAGERY USED IN THIS PROJECT WAS COLLECTED AND PROCESSED BY A USACE AE CONTRACTOR USING CONVENTIONAL, AIRBORNE GPS/GNSS AND REMOTE SENSING SURVEYING METHODS AND PROCEDURES UNDER CONTRACT W912EP19D0001, FOR CESAJ-EN-DG SURVEY# 24-096. THE PURPOSE OF THESE SURVEYS WERE TO RECORD THE CURRENT BATHYMETRIC AND TOPOGRAPHIC CONDITIONS OF THE KINGS BAY NSB DREDGE MATERIAL MANAGEMENT AREAS (DMMA) CELLS 1, 2 C AND M, CAMDEN COUNTY, KINGS BAY BASE, GEORGIA.

3. FIELD SURVEY DATA HEREIN WAS COLLECTED AND PROCESSED BY CESAJ-EN-DG USING GPS/GNSS RTK/RTN SURVEYING METHODS AND PROCEDURES FOR CESAJ-EN-DG SURVEY # 24-096. THE PURPOSE OF THESE SURVEYS WERE TO RECOVER AND VERIFY HORIZONTAL AND VERTICAL POINT LOCATIONS OF EXISTING MONUMENTATION, OBTAIN NEW POINT LOCATION DATA FOR MULTIPLE PHOTO IDENTIFIABLE FEATURES AS WELL AS SEVERAL OPEN AREA GROUND DATA POINTS, AND RECORD THE CURRENT POSITIONS AND TOPOGRAPHIC CONDITIONS OF THESE POINTS AT THE KINGS BAY NSB DREDGE MATERIAL MANAGEMENT

AREAS (DMMA) CELLS 1, 2 C AND M, CAMDEN COUNTY, KINGS BAY BASE, GEORGIA.

4. THE AERIAL BATHYMETRIC LIDAR AND DIGITAL IMAGERY DATA RECEIVED FROM THE USACE AE CONTRACTOR WAS REVIEWED FOR QUALITY ASSURANCE BY CESAJ-EN-DG SEPARATELY AND IN CONJUNCTION WITH THE GPS/GNSS FIELD SURVEY DATA COLLECTED. UPON ACCEPTANCE AND COMPLETION OF THE QA REVIEW, PLANIMETRIC AND TOPOGRAPHIC DATA HEREIN WAS PROCESSED AND MAPPED FROM THE DIGITAL DATA FILES RECEIVED FROM THE USACE AE CONTRACTOR BY CESAJ-EN-DG USING PHOTOGRAMMETRIC AND REMOTE

SENSING SURVEYING METHODS AND PROCEDURES.

5. THE GPS/GNSS SURVEYS FOR THE FIELD COLLECTED DATA WERE ACCOMPLISHED THROUGH REAL TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEMS (GPS) METHODS WITH CORRECTIONS RECEIVED FROM GPS/GNSS BASE RECEIVER SET UP ON COE MONUMENT 'SITE-6'. ALL HORIZONTAL COORDINATE AND ELEVATION DATA FOR PERMANENT MONUMENTS, GROUND SPOT CHECK POINTS, AND AERIAL PANEL CONTROL POINTS, WERE OBTAINED VIA RTK (REAL TIME KINEMATIC) GPS/GNSS, BY OBSERVING AND AVERAGING 210

EPOCHS AT 1 SECOND INTERVALS.

6. THE ORIGINAL AERIAL BATHYMETRIC LIDAR AND DIGITAL IMAGERY DATA WAS ACQUIRED BY THE USACE AE CONTRACTOR ON JULY 11, 2024, AND POST-PROCESSED BETWEEN THE DATES OF JULY 12, 2024, AND JULY 31, 2024. CESAJ-EN-DG RECEIVED THE BATHYMETRIC LIDAR AND DIGITAL IMAGERY DATA AND SUPPORTIVE PRODUCTS ON AUGUST 5, 2024. THE ORIGINAL GPS/GNSS FIELD SURVEY AND CONTROL DATA WAS COLLECTED

AND PROCESSED BY CESAJ-EN-DG BETWEEN THE DATES OF JULY 5 AND JULY 21, 2024.

7. THIS COMBINED PHOTOGRAMMETRIC/REMOTE SENSING AND FIELD SURVEY WAS PERFORMED AND TESTED AT A 95 PERCENT CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THIS SURVEY DATA SET WAS TESTED TO MEET ASPRS POSITIONAL ACCURACY STANDARDS FOR DIGITAL GEOSPATIAL DATA (2014) FOR A ±0.15' RMSEx/RMSEy HORIZONTAL ACCURACY CLASS; THAT THIS SURVEY DATA SET WAS TESTED TO MEET ASPRS POSITIONAL ACCURACY STANDARDS FOR DIGITAL GEOSPATIAL DATA (2014) FOR A ±0.15' RMSEz VERTICAL ACCURACY CLASS; AND THAT THE CONTOURS SHOWN HEREIN AS BROKEN LINES

MAY NOT MEET THE STATED STANDARDS.

8. THE DIGITAL ELEVATION/TERRAIN MODEL (DEM/DTM) POINTS HEREIN WERE DEVELOPED BY CESAJ-EN-DG USING MODEL KEYPOINT ALGORITHMS TO REDUCE THE LIDAR BARE EARTH POINT CLOUD DATA FOR GROUND AND UNDERWATER CLASSIFICATIONS. THESE METHODS WERE USED FOR THE PURPOSE OF SUPPORTING THE DEVELOPMENT OF AN ADEQUATE POINT DENSITY PER SQUARE METER NEEDED FOR CREATION OF A TIN AND THE GENERATION OF CONTOURS INTERVALS AT BOTH 1, 2 AND 5 FEET. THE PROCESSED AND CLASSIFIED BARE EARTH LIDAR WAS IMPORTED INTO ORD AND ATTACHED VIA POD FILE. A SURFACE WAS CREATED USING ORD 'CREATE FROM POINT CLOUD' TOOLS. ALL CONTOURS AND VOLUME CALCULATIONS ARE DERIVED FROM

THIS SURFACE AND IMPORTED POINT CLOUD.

9. CONTOURS HEREIN WERE GENERATED USING DATEM SUMMIT EVOLUTION (SE) AND OPENROADS DESIGNER (ORD) 10.12.1.59. SPOT ELEVATIONS BETWEEN CONTOUR INTERVALS WERE INTERPOLATED FROM AERIAL IMAGERY STEREO MODELS AND THE LIDAR POINT CLOUD SURFACE USING DATEM SUMMIT EVOLUTION (SE)

CELL AND EDITING TOOLS.

10. HORIZONTAL POSITIONS ARE BASED ON THE NORTH AMERICAN DATUM OF 1983, REALIZATION 2011 (NAD83/2011), AND PROJECTED TO THE STATE PLANE COORDINATE SYSTEM OF 1983, GEORGIA EAST ZONE (1001).

11. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988, GEOID MODEL 18

(NAVD88/GEOID18).

12. HORIZONTAL AND VERTICAL POSITIONS ARE IN THE UNITS OF THE US SURVEY FOOT.

13. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENT THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING GENERAL CONDITIONS EXISTING AT THAT

TIME.

14. THE WATER AND VEGETATION FEATURES OUTLINED HEREIN WERE COLLECTED USING DATEM SUMMIT EVOLUTION (SE) AND OPENROADS DESIGNER (ORD) 10.12.1.59. VERTEX POSITIONS WERE INTERPOLATED FROM STEREO AERIAL IMAGERY MODELS AND CLASSIFIED LIDAR POINT CLOUDS UTILIZING DATEM SE COMPILATION TOOLS. THE DELINEATION OF WATER FEATURES REFLECTS THE LIMITS AND ELEVATIONS AS CAPTURED DURING THE AERIAL LIDAR AND IMAGERY SURVEY DATA ACQUISITION AND MAPPING PROCESSES AND SHOULD

NOT BE INTERPRETED AS CERTIFIED WETLAND OR FLOOD PLAIN BOUNDARIES.

CHANNEL LIMIT

WIDENER LIMIT

CHANNEL CENTERLINE

APPROXIMATE EDGE OF WATER

PIPELINE DISCHARGE BOUNDARY LINE

FLOATING SECURITY FENCE

IDENTIFIER

VIBRACORE BORING

VB-KBIC-1

APPROXIMATE EDGE OF WETLANDS

RIP RAP

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT

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

2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS ARE SHOWN IN THE STATE PLANE COORDINATE SYSTEM OF 1983, GEORGIA EAST ZONE (1001) AND ARE REFERENCED TO THE 2011 ADJUSTMENT OF THE NORTH

AMERICAN DATUM OF 1983 (NAD83(2011)).

3. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE REFERENCED TO THE MEAN LOWER LOW WATER (MLLW) TIDAL DATUM, OF THE 1983-2001 TIDAL EPOCH. MLLW IS REALIZED DURING SURVEY OPERATIONS VIA A KINEMATIC TIDAL DATUM (KTD) MODEL, BASED ON NOAA'S VDATUM PROGRAM, PUBLISHED NOAA TIDE GAUGE INFORMATION, AND INTERPOLATION IN AREAS WHERE THE VDATUM MODEL IS LACKING COVERAGE OR IN UNREASONABLE DISAGREEMENT WITH PUBLISHED NOAA TIDE GAUGE RECORDS. THE RELATIONSHIP BETWEEN MLLW AND THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) VARIES ALONG THE EXTENTS OF A PROJECT; A SINGLE VALUE FROM A PUBLISHED TIDE GAUGE IS NOT TO BE USED FOR AN ENTIRE PROJECT. REFER TO THE SURVEY NOTES ACCOMPANYING THESE DRAWINGS FOR THE APPLICABLE PROJECT KTD FILE CURRENTLY IN USE AT THIS PROJECT. ALL ELEVATIONS SHOWN ABOVE REFERENCED DATUM ARE ASSIGNED THE PLUS SYMBOL (+).

4. PRIMARY PROJECT CONTROL POINTS (PPCP) AND KTD TIDAL CALIBRATION SITES ARE LISTED IN THE ACCOMPANYING SURVEY NOTES AND TABULATED ON THE CONSTRUCTION DRAWINGS. THESE SURVEY NOTES DETAIL WHICH HORIZONTAL AND VERTICAL SURVEY CONTROL MARKS WERE USED TO SURVEY A PARTICULAR REACH/CUT/ETC. OF THIS PROJECT. ANY ATTEMPT TO REPLICATE THE SURVEY FURNISHED HEREIN MUST USE THE

SURVEY CONTROL AS TABULATED HEREIN.

5. CONSTRUCTION SURVEY POSITIONING CRITERIA:

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS MUST BE PERFORMED UTILIZING REAL-TIME KINEMATIC GLOBAL NAVIGATION SATELLITE SYSTEM POSITIONING (RTK-GNSS/GPS) OR REAL-TIME NETWORK (RTN) GPS OBSERVATIONS, AND BE REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE PPCPs WITHIN

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

6. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS ARE IN THE UNITS OF U.S. SURVEY FEET. UNLESS OTHERWISE INDICATED, ALL STATIONS REFER TO DISTANCE ALONG THE CHANNEL CENTERLINE.

7. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES DEPICTED ON THESE DRAWINGS ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF

CONSTRUCTION OF THIS PROJECT.

8. THE AERIAL IMAGERY SHOWN ON THESE DRAWINGS IS FOR GENERAL INFORMATION ONLY AND IS NOT TO BE USED FOR MEASUREMENTS. AERIAL IMAGERY FROM BING WITHIN AUTOCAD. DATE OF AERIAL IMAGERY UNKNOWN.

9. THE LEGENDS ON THIS SHEET ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS

SHEET.

10. SIDE SLOPES SHOWN ON CROSS SECTIONS ARE FOR CONTRACTUAL PAYMENT PURPOSES ONLY. ACTUAL SIDE

SLOPES VARY WITH THE NATURAL ANGLE OF REPOSE FOR THE ADJACENT MATERIAL.

COASTLINE (NAVAL SUBMARINE BASE KINGS BAY)

COASTLINE

1. REFER TO SURVEY NO. 24-221.

2. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW), TIDAL EPOCH 1983-2001, AS PUBLISHED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA).

3. NOAA'S VDATUM MODEL, AND PUBLISHED TIDE STATION DATA WERE USED TO GENERATE A HYPACK KINEMATIC TIDE DATUM (KTD) MODEL. THIS KTD MODEL, BEING A COMBINATION OF THOSE TWO SOURCES CANNOT BE CONSIDERED EQUIVALENT TO THE VDATUM MODEL BECAUSE OF POSSIBLE ADDITIONS OR EDITS THERETO. DO NOT USE VDATUM IN PLACE OF THE KTD FILE. THE KTD MODEL USED FOR THIS SURVEY IS:

“KINGSBAY-2013 06 10.KTD”

4. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC (RTK) GPS AND REFERENCED TO MLLW UTILIZING THE KTD FILE REFERENCED ABOVE, AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF

THE BENCHMARKS ASSOCIATED WITH THE TIDE GAGE SITES SPECIFIED BELOW:

NOAA TIDAL STATION 872-0030, FERNANDINA BEACH, AMELIA RIVER, FLORIDA FOR PROJECT OUTSIDE SECURITY GATE. NOAA TIDAL STATION 867-9511, KINGS BAY, GEORGIA FOR PROJECT INSIDE PORT SECURITY

BARRIER.

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

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

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

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

FOLLOWING REFERENCE BASE LOCATION:

REFERENCE BASE LOCATED AT "USCG KINGS BAY ARP" (OPUS PID # BBCB08), FOR ENTIRE PROJECT.

8. VERTICAL MEASUREMENTS WERE MADE USING A RESON T50P MULTIBEAM SYSTEM AND A ROSS MODEL

835C SMARTSOUNDER WITH A DUAL-FREQUENCY TRANSDUCER. SOUNDINGS SHOWN ARE IN HIGH

FREQUENCY.

VESSEL DATE OF SURVEY AREA SURVEYED

SB AMELIA 16 SEP 2024 RGE-G (INSIDE WRA), RGE-H, RGE-I, UPPER TURNING BASIN

& REFIT WHARFS

SB AMELIA 17 SEP 2024 SITE-6 SOUTH

SB AMELIA 20 SEP 2024 MSF, RGE-E, RGE-F & RGE-G (OUTSIDE WRA)

SB AMELIA 27 SEP 2024 EHW-2

SB AMELIA 17 OCT 2024 EHW-1

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF THE SURVEY AND IS

NOT TO BE USED FOR NAVIGATION.

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

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

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

ELEVATION GRADES TO NATIONWIDE VERTICAL DATUMS, 31 DEC 2010.

24" PIPE CONNECTION LOCATION WITH CULVERT

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

E, F L

T D

2E P2

Y M

E D

G C

O U

, G

R G

R R

N U

, 2

-K

-G

-0 2.

D W

D .T

R R

G Y, G

N O

Y N

R M

D A

N S

G-02 pw

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\N av ig at io n

Pr oj ec ts

\K in gs ba y\

D F

(S ub

B as

e) \0

Pl an s\

S he et M od el s\ G

-0

J an ua ry

_B &W

S, D U

E C

M Y

Ra ng e- G

REFIT WHARVES

SITE SIX - NORTH

SITE SIX - SOUTH

MAGNETIC SILENCING FACILITY - NORTH

Y= 255,000

Y= 295,000

Y= 285,000

Y= 265,000

Y= 275,000

Y= 300,000

Y= 290,000

Y= 280,000

Y= 260,000

Y= 270,000

FLORIDA / GEORGIA

STATE BOUNDARY

EXPLOSIVE HANDLING WHARVES

EXPLOSIVE HANDLING BASIN

STA 48+175 R

ANGE-I

P R O J E C T

L I M I T S

STA 30+368 RANGE-D

D/A-2

AREA 2

MAINSIDE

JOLLY RIVER

S T. M A R Y S R I V E R

C R

S T. M A R Y S R I V E R

RANGE-I

RANGE-H

RANGE-F

RANGE-G

RANGE-E

R A

N G

E-D R

A N

G E-C

R A

N G

E-B

RANGE-A2

RANGE-A1

RANGE-A

K I N G S B A Y E N T R A N C E C H A N N E L

ILL CREEK

ATLANTIC OCEAN

TIG

ER C

REEK

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

F L O R I D A

CUMBERLAND ISLAND

STAFFORD

ISLAND

FORT CLINCH

TIGER

ISLAND

DRUM

POINT

ISLAND

K I N

G S B

A Y I N

N E R

C H

A N

N E L

C U

M B

E R L A

N D

S O U

N D

CUMBERLAND ISLAND

S T M A R Y S E N T E R A N C E

A M E L I A R I V E R

C U M

B E R L A ND S O U N D

N A V A L S U B M A R I N E B A S E K I N G S B A Y

NORTH JETTY

SOUTH JETTY

DISPOSALAREA 1D/A-1

DISPOSAL

D/A-M

DISPOSAL AREA

DISPOSAL AREA CRAB ISLAND

D/A-C

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

QUANTITIES AT TIME OF DREDGING WILL VARY.

2. OPTION A AND OPTION C DO NOT INCLUDE DREDGING.

544,000591,000 1,135,000

15,000 5,000 20,000

REQUIRED

DEPTH

(CY)

ALLOWABLE

OVERDEPTH

(CY)

TOTAL

(CY)

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS

200,000250,000 450,000

70,00080,000 150,000

10,00040,000 50,000

17,000 20,000

9,00036,000 45,000

20,00015,000 35,000

110,000 185,000 295,000

15,00010,000

22,000 13,000 35,000

NOTES:

OPTION B

(SECONDARY

DREDGING)

EHW

TOTAL:

*SEE BID SCHEDULE. ITEM NOT PAID BY CUBIC YARDS.

**SEE BID SCHEDULE. ITEMS UNDER BASE PAID BY SUB LINE ITEMS.

41+420 43+320 47+2

45+850.4 48+175 47+2

46+2

REFIT WHARVES

DRYDOCK CAISSON SILL

& MOORING FACILITY

D/A-C

47+2

39+2

REQUIRED

DEPTH

(FT)

45+2

44+2 & 47+2

BASE**

CHANNEL LOCATION

CHANNEL

SEGMENT

STATIONING

BEGIN END

36+850 38+800

39+141

39+141 43+300

48+175

34+233.1

44+2

47+2

31+800

41+420 43+320

DESIGNATED

DISPOSAL

AREA

N/A* 46+2

45+850.4

BID ITEM

3,00036+548

43+300 48+175

45+2 UTB

45+2 & 47+2 CHAN

D/A-C

RANGE-H TO -I

AND UPPER TURNING

BASIN (UTB)

RANGE-G TO -H

AND EXPLOSIVE

HANDLING BASIN (EHB)

RANGE-E TO -G

AND MAGNETIC SILENCING

FACILITY (MSF) NORTH

SITE SIX NORTH (SS-N)

SITE SIX SOUTH (SS-S)

AND

ARDM YOKE

EXPLOSIVE HANDLING

WHARVES (EHW)

REFIT WHARVES

DRYDOCK CAISSON SILL

& MOORING FACILITY

D/A-C

36+548 45+234+233.1 5,000

36+850 38+800 39+2

SITE SIX SOUTH

& ARDM YOKE

SITE SIX NORTH

D/A-C

N/A*

N/A* N/A*

N/A* N/A* N/A*

PROJECT OVERVIEW

1500' 3000'0

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

E, F L

T D

2E P2

Y M

E D

G C

O U

, G

R G

-B

C O

ATLANTA

VALDOSTA

SAVANNAH

MACON

AUGUSTA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

TAMPA

N.T.S.

CANAVERAL

ST AUGUSTINE

GAINESVILLE

GULF OF MEXICO

ATLANTIC OCEAN

CHARLESTON

LOCATION MAP

FLORIDA

GEORGIA

ALABAMA

SOUTH

CAROLINA

BRUNSWICK

LOCATION

OF WORK

ST LUCIE

, 2

-K

-G

-0 3.

D W

D .T

R R

T O

G-03 pw

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\N av ig at io n

Pr oj ec ts

\K in gs ba y\

D F

(S ub

B as

e) \0

Pl an s\

S he et M od el s\ G

-0

J an ua ry

_B &W

S, D U

E C

M Y

-D

E- D

. 3 0+

P.I.

POINTS

P.I.

POINTS

SB01

SB02

860,115.82

859,411.51

291,627.22

292,566.46

P.I.

POINTS

HB01

HB02

HB03

HB04

HB05

864,423.26

862,845.04

862,500.18

860,638.28

860,666.46

289,065.75

289,329.23

289,457.43

291,387.42

291,592.38

(EHB) EXPLOSIVE HANDLING BASIN

CONTROL POINTS

P.I.

POINTS

(SS) SITE SIX OPERATING AREA

CONTROL POINTS

SS01

SS02

SS03

867,481.22

867,344.70

864,108.08

285,952.47

285,813.71

289,118.37

P.I.

POINTS

BR01

BR02

BR03

BR04

868,305.74

867,285.00

868,115.00

283,349.67

283,518.00

283,718.00

283,585.00

NORTHING EASTING

P.I.

POINTS

PLANE COORDINATES

MS01

MS02

869,014.94

867,914.38

282,505.57

283,581.22

CUT

P.I.

POINTS

CHANNEL TOE LEFT SIDE

CONTROL POINTS

LS10

LS11

LS12

LS13

LS14

LS15

LS16

LS17

LS18

LS19

RANGE-E

RANGE-F & G

RANGE-G

RANGE-H

RANGE-H & I

RANGE-I

868,458.82

866,779.13

865,687.15

861,850.08

860,629.26

859,415.45

859,249.97

858,962.41

857,474.02

857,489.78

284,119.29

287,269.00

288,399.15

290,422.90

291,629.14

292,833.16

292,991.96

293,175.24

294,929.50

295,120.00

CUT

P.I.

POINTS CUT

XII

XIII

XIV

869,379.82

866,908.45

865,853.78

861,709.70

859,419.36

857,604.48

282,949.05

287,582.11

288,655.68

290,900.40

293,163.40

295,302.47

RANGE-D & E

RANGE-E & F

RANGE-F & G

RANGE-G & H

RANGE-H & I

RANGE-I

RS09

RS10

RS11

RS12

RS13

RS14

RS15

RS16

RS17

RS18

RS19

869,619.96

866,640.06

864,179.74

862,144.15

861,159.70

859,588.75

859,164.81

859,160.87

858,643.71

858,192.00

857,955.61

283,030.03

288,616.45

289,949.13

291,566.34

292,093.51

293,334.83

293,999.78

295,143.73

295,752.56

295,593.00

295,508.56

RANGE-D & E

RANGE-F

RANGE-G

RANGE-H

RANGE-H & I

RANGE-I

KINGS BAY INNER CHANNEL

CHANNEL CENTERLINE

CONTROL POINTS

CHANNEL TOE RIGHT SIDE

CONTROL POINTS

(SBB) SMALL BOAT BASIN

CONTROL POINTS

(BR) BOAT RAMP CONTROL POINTS

(MSF) MAGNETIC SILENCING FACILITY

CONTROL POINTS

500' 1000'0

Y= 2

0X= 860000

X= 865000

X= 870000

Y= 2

X= 870000

P.I. STA. 45+436.46 RANGE-H & I

P.I. STA. 42+216.70 RANGE-G & H

P.I. STA. 48+241.70 RANGE-I

P.I. STA. 37+503.73 RANGE-F & G P.I. STA. 35+998.77 RANGE-E & F

P.I. STA. 30+747.78 RANGE-D & E

REFIT WHARVES

SMALL BOAT BASIN

EXPLOSIVE HANDLING WHARVES

EXPLOSIVE HANDLING BASIN

SITE SIX

AND

ARDM YOKE

MAGNETIC SILENCING FACILITY

BOAT RAMP

CRAB ISLAND ACCESS CHANNELPORT SECURITY BARRIER MOORING AREA

UPPER TURNING BASIN

RS17

RS18

RS19

RS16

RS15

RS14

SB02

RS13

SB01

HB05

HB04

XIV

XIII XII

XI X

RS12

HB03 HB02

SS03 HB01

RS11

RS10

SS02

SS01

BR03

BR02

MS02

10 BR04

BR01

MS01

RS09

DRYDOCK CAISSON

GATE

MOORING FACILITY

DRYDOCK CASSON

GATE SILL

RANGE-D

RANGE-E

RANGE-F

RANGE-G

RANGE-H

RANGE-I

NORTHING EASTING

PLANE COORDINATES

NORTHING EASTING

PLANE COORDINATES

NORTHING EASTING

PLANE COORDINATES

NORTHING EASTING

PLANE COORDINATES

NORTHING EASTING

PLANE COORDINATES

NORTHING EASTING

PLANE COORDINATES

NORTHING EASTING

PLANE COORDINATES

BBDK29

N/A

BBBW69

866,092.39

866,210.SC

859,850.SC

DESIGNATION PID NORTHING EASTING NAVD88 MLLW APPLICABLE TO SURVEY NO.

SURVEY CONTROL CHANNEL

USCG KINGS BAY ARP

KBFD-1

867 9511 F TIDAL

22.27 7.15

12.52

N/A 11.10 16.57

287,675.63

287,700.SC

292,230.SC

NOTES:

1. "ARP" AS USED ABOVE INDICATES THAT THIS MARK IS AN OPERATIONAL GPS RECEIVER/ANTENNA/RTK

INSTALLATION. CONTACT "OPERATIONS DIVISION / SURVEYING AND MAPPING BRANCH" FOR SPECIFIC

DETAILS AND ACCESS.

2. "SC" INDICATES A SCALED HORIZONTAL POSITION. THIS POINT IS ONLY TO BE USED AS A VERTICAL

CALIBRATION/CHECK POINT, NOT FOR HORIZONTAL CONTROL.

3. REFER TO THE SURVEY NOTES, AND REPORTS, FOR INFORMATION REGARDING THE USE AND

APPLICATION OF THE SURVEY CONTROL POINTS LISTED IN THIS TABLE.

KBFD-1

USCG KINGS BAY ARP

867 9511 F TIDAL

24-221 24-221 24-221

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

E, F L

T D

2E P2

Y M

E D

G C

O U

, G

R G

-B

C O

N U

, 2

-K

-G

-0 4.

D W

D .T

R R

C O

O L

- C

A N

D D

/A -C

G-04 pw

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\N av ig at io n

Pr oj ec ts

\K in gs ba y\

D F

(S ub

B as

e) \0

Pl an s\

S he et M od el s\ G

-0

J an ua ry

_B &W

S, D U

E C

M Y

CONTROL DATA - CHANNEL

6.46.67.78.5

.3 30

.2 31 .0 44

6.07.3 8.6

.6 12 .7 12

.1 23 .1

.2 24 .5

.9 27

.7 38

.4 41

.4 45

.4 47 .1

.5 47

.4 4

8.8

.2 11 .4

.9 16 .7

.0 22

.4 23 .5 23 .6

.7 24 .3

.1 25

.4 25 .5 25 .6

.9 34

.1 36

.2 37

.3 41 .5 43 .1

.3 44 .6 44 .9

.0 47

.3 47

2.5

3.0

3.1 3.1

3.6 3.8

8.4 9.4

9.4

9.9

9.9 10 .1 10 .3

.1 17

.0 19 .2

.1 21

.1 21 .3

.5 21

.8 23

.8 27 .3

.5 44 .4

.9 45 .1

.2 46

.0 47

.0 47 .1

.4 47 .4

.5 47 .5

.6 47

.7 4

7.9

4.6 5.2 5.6 6.4 6.8

.3 11

.4 15 .5 15

.9 18

.1 20

.0 21

.1 23

.4 23 .6 24 .5

.3 26 .7

.9 31 .9

.8 34 .5

.6 42

.9 44

.2 44 .2

.1 45

.6 45 .7

.9 45

.9 46

.9 47

.9 49 .1 50 .0

6.46.76.87.27.3

9.3 9.7

.6 11

.7 11 .8 12

.4 18 .6

.4 19

.8 21

.1 21 .5 21 .8 21

.9 22 .1

.1 22

.2 22 .5 22 .9

.0 24

.7 25 .9

.5 31

.9 36 .1 36 .3

.2 42

.6 44

.1 46

.3 46 .4

4.8 5.15.15.7

5.8 6.5

.4 12

.3 15 .1

.1 16 .2

.2 17

.8 19 .1 19

.5 25

.2 25 .4

.4 26

.2 29

.7 37

.4 45

.6 45

.6 46

.8 46 .8

.8 47

.1 47

5.76.3

6.5 6.5

7.0 12 .7

.0 14

.9 21

.4 21 .5

.9 26 .8 26 .8

.6 27 .9

.4 39

.2 40

.8 44

.9 45 .0

.3 45 .3

.6 45

.2 46

.4 46

.9 47

.0 47

.2 4

7.4

.5 48

.3 49 .4

4.2 4.5

4.7 5.1

5.2

5.3 14 .0 14

.3 24

.3 36

.1 37 .7

.4 39 .1 40

.0 44 .0

.9 45

.0 46 .1

.0 47

.1 47

.1 47 .2

.2 47 .2

.7 47 .7 47

.6 48 .8

4.5 5.8

6.3 8.0

.0 26 .0

.3 30 .2 36

.1 40 .6

.1 41 .4 41 .5

.8 41 .9

.3 42

.6 42

.6 42 .8 42

.2 44 .3

.9 44

.1 45

.8 45

.0 46

7.6

8.1

8.4

8.6

.3 20 .6

.7 40

.5 40 .5

.2 42 .4

.7 42

.0 43

.0 44 .0

.0 44

.5 44

.0 45 .0 45

.0 45 .1

.2 45 .2

.4 45

.4 45 .4

.4 45

9.0 10 .0 10

.5 12 .1

.9 18 .6

.6 20

.2 25

.3 36

.9 38 .3

.5 39

.4 40 .2 40 .5

.5 41

.6 41 .8

.4 42

.6 42 .7

.2 43

.0 44

.9 44

.1 45

.2 45 .2

.3 45 .3

.5 45

.7 17 .4 18

.3 20

.5 21

.9 28

.8 32 .5 32

.1 36

.8 37 .1 37

.9 40

.6 40

.8 41

.9 42 .0

.7 43 .9

.0 44

9.4

.8 36

.4 37

.5 38 .8

.1 40 .3

.6 40

.1 42 .2

.4 43

.9 43

.9 44

.8 47

.9 48

.2 47 .2

.4 47

.5 48

.5 48 .5

.3 22 .4

.3 23 .6

.3 24

.0 28

.4 37

.9 46

.6 46

.7 46 .8

6.9

7.8

8.2

8.3

9.6

9.7

.2 14 .7

.9 17

.0 35

.5 38

.5 43

.7 43

.9 44

.9 45 .1

.3 45

.5 46

.9 46

.9 47

.0 47

.3 47

.4 47

.9 47

.0 48 .0

3.3 3.7

3.9

4.4

5.1

5.6

5.9 6.26.2

6.7 6.8

6.9 7.0

7.7

7.9

8.3

8.6

8.7

9.3

.5 14 .6

.2 36 .4

.0 42

.3 42

.2 44

.6 44

.1 45 .1

.8 45 .9

.0 46

.1 46

.9 46

.9 46 .9

.8 47

.3 48

2.42.8

6.0 7.8 10 .7

.4 11 .5 12

.3 12 .8

.8 13

.6 14

.6 14 .9

.0 22

.2 36

.8 42 .3 42

.1 43

.3 43 .5

.8 44

.0 46

.1 46 .2

.6 47 .6

.0 48

.1 48

.1 48 .2

.5 48

2.93.44.6

5.26.1

7.1 8.8

9.0

9.1

.7 25

.8 27

.7 28 .0

.2 35

.8 42

.4 46 .5

.6 47

.5 47

.2 48

.7 48

.3 49

.5 49

0.3 0.4 0.9

0.9

1.7 1.9 5.0

BM "9511F"

R"58"

MOORING

BUOY

MOORING

BUOY

MOORING

BUOY

MOORING

BUOY

R"60"

MOORING

BUOY N-1

WEATHER

BUOY

PLANE COORDINATESAID TO NAVIGATION

X Y

859,088 295,380

858,699 295,873

MAP

LABEL

R"58"

R"60" LT - 60 (09/24)

LT - 58 (09/24)

PLANE COORDINATESDESCRIPTION

X Y

SECURITY FENCE TIE-BACK BUOY (12/23)

MOORING BUOY (02/24)

863,929 290,375

859,237 294,527

858,591 295,519

MAP

LABEL

MOORING BUOY ST-1

MOORING BUOY ST-2

MOORING BUOY ST-3

MOORING BUOY ST-4

MOORING BUOY N-1

KB WEATHER BUOY WEATHER BUOY (02/24) 858,693 295,687

VB-KBIC19-06

VB-KBIC19-07

VB-KBIC19-08

VB-KBIC19-09

VB-KBIC19-10

VB-KBIC16-5

VB-KBIC16-6

VB-KBIC19-03

VB-KBIC19-04

VB-KBIC19-05

X= 859000

Y= 2

X= 855000

X= 856000

X= 857000

X= 858000

RANGE-H - 45 FOOT REQUIRED DEPTH (BASE) PLUS

RANGE-G & H - 47 FOOT REQUIRED DEPTH (BASE) PLUS

. 4 8+

2 FOOT ALLOWABLE OVERDEPTH

UTB - 45 FOOT REQUIRED DEPTH (BASE) PLUS ST

. 4 3+

DRYDOCK CAISSON GATE

MOORING FACILITY

(BASE & OPTION B)

DRYDOCK CAISSON GATE SILL

FOR DREDGING PLAN, SEE SHEET C-05

MATERIAL TO BE PLACED IN D/A-C

WATERFRONT RESTRICTED AREA

. 4 6+

MATERIAL TO BE PLACED IN D/A-C

EHB - 47 FOOT REQUIRED DEPTH (BASE)

M A

C -0

A . 4

A N

G E-

SEE TABLE BELOW

FOR XY COORDINATES

R A

N G

E- H

. 4 2+

(BASE & OPTION B)

FOR EXTRA DETAIL SEE SHEET C-10

UPPER TURNING BASIN (UTB)

(BASE)

* COORDINATES GIVEN CLOCKWISE AT THE LOCATION OF

THE LABEL LEADER.

FOR DREDGING PLAN, SEE SHEET C-04

DISPOSAL AREA

CRAB ISLAND - D/A-C

RANGE-H

RANGE-I

C D E

(SEE NOTE 3)

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

2 FOOT ALLOWABLE OVERDEPTH

PLUS 2 FOOT ALLOWABLE OVERDEPTH

R A

N G

E- G

. 4 5+

EXPLOSIVE HANDLING BASIN (EHB)

(BASE)

SMALL BOAT BASIN

SECURITY ARC

(SEE NOTE 2)

APPROXIMATE

EDGE OF WATER

SEE SHEET C-06

FOR INSET "3"

EXPLOSIVE HANDLING WHARVES (EHW)

(BASE & OPTION B)

SECURITY FENCEPORT SECURITY

BARRIER MOORING

AREA

REFIT WHARVES

(BASE & OPTION B)

FLOATING SECURITY

BARRIER/GATE

PLANE COORDINATES

DRY DOCK CAISSON GATE

MOORING FACILITY

858,161 295,582

858,186 295,506

857,980 295,432

857,943 295,477

E 857,998 295,524

APPROXIMATE EDGE

OF WETLANDS

APPROXIMATE EDGE

OF WETLANDS

. 4 7+

. 4 5+

. 4 4+

. 4 2+

C-07

C-10

C-07

C-08

C-07 C

C-07

C-08

DREDGING PLAN

200' 400'0

GENERAL SHEET NOTES

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

E, F L

T D

2E P2

Y M

E D

G C

O U

, G

R G

-B

C O

1. SEE SPECIFICATION SECTION 35 20 23 FOR INSTRUCTIONS

REGARDING DREDGING ADJACENT TO STRUCTURES.

2. COORDINATE WORK INSIDE SECURITY ARC WITH NAVAL SUBASE POC AS

SPECIFIED IN SPECIFICATION SECTION 01 11 00.

3. REFER TO SPECIFICATION 01 11 00 FOR MORE INFORMATION ABOUT THE

WATERFRONT RESTRICTED AREA SECURITY ACCESS.

, 2

-K

-C

-0 1.

D W

D .T

R R

2, U

, E

H B

G P

C-01 pw

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\N av ig at io n

Pr oj ec ts

\K in gs ba y\

D F

(S ub

B as

e) \0

Pl an s\

S he et M od el s\ C

-0

D ec em be r 2

_B &W

S, D U

E C

M Y

R an ge -G

L C-11

. 4 0+

. 3 8+

C-08

C-08 F

C-08

.3 38

.8 39 .2

.4 42

.0 43

.5 43 .8

.6 44

.6 44 .7

4.9

5.0

5.2

7.3

7.5 8.610 .8 14

.9 24

.6 32

.0 32 .6

.5 33

.4 34

.7 35 .5

.3 38

.7 39 .5 39

.7 40 .2

.5 40

.7 40 .9 41

.3 41

.5 41 .6 41

.8 42

.1 42

.4 42 .5 42 .6

.3 43 .6 43

.9 44

.0 44 .0

.1 44

4.2

.2 44

.5 44 .5

.5 44

.7 44 .7

5.5

.5 45

6.9

.5 47

7.7 8.2 8.6

8.8

8.9

9.1

9.3 9.39.611 .3

.3 12

.8 14 .4

.3 17 .0

.8 20

2.6

.4 30 .4

.8 38

.9 38 .9

.3 40 .4 40

.1 42

.4 45

.4 45 .5

.9 46

.1 46

.5 46

.5 4

6.6

.0 47

.2 47

.5 47

.8 47

9.09.09.0 9.1

9.29.4

9.7

9.9 10 .0

.2 13 .0 13

.4 13 .6 13

.6 15 .3

.3 20 .7

.6 22 .0

.8 24 .5 24

.7 29 .0

.4 32 .6 34 .3

.2 35 .8

.0 37

.3 37 .5 38 .1 38 .4

.5 40 .0 40 .1

.3 40

.9 40

.1 41 .1 41 .4

.9 41 .9 42 .1

.6 42

.7 42 .8

.8 43

.5 43

.8 44

.3 44

.6 44

.9 45

.5 45

.0 46 .1

.1 46 .3

.4 46

.3 47

9.3 9.5

9.6

9.8 9.9

.9 11 .0

.1 12

.8 13

.3 13 .8

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.4 42 .5

.6 42 .7

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.8 45 .0 45 .1

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.8 45 .8

.1 47 .2

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.9 48 .9

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.3 15 .1

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8.99.510 .2

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9.4

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5.6 5.95.96.1

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2.62.72.9 2.93.84.7

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3.13.4 3.6

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32.0 32.7

33.3

34.0 34.0 34.1

38.0

38.6 38.7

39.0

39.2

39.3 39.4

39.6

39.8 40.5

40.5

40.5 40.5

40.6

40.7

41.0

41.4

41.7 41.8

42.1

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34.2

34.3 34.4

34.5 35.8

38.9

39.0 39.1

39.2

39.3

39.3 39.4

39.5

39.7 39.7

39.8

39.9 39.9

39.9 40.0

40.1

40.1 40.3

40.3

40.4

40.6

40.7

41.4

41.5

41.6

42.2 43.0

43.2

43.6 43.6

44.0 44.2

45.3

45.3 45.4

45.5

45.5 45.6

45.7

45.7 45.8

45.8

45.8 45.9

45.9

46.0 46.0

46.1

46.2 46.3

46.6

46.8 46.8 47.0

47.1 47.3

47.5

3.9 4.5 5.9

10.6 13.1

21.4 26.6

27.3 28.6

30.1

31.6

35.5

35.6

36.5

37.7 40.4

40.9

41.0

41.3

41.4

42.0 42.5

42.7 44.5

44.7 44.9

44.9

45.0

45.1

45.2

45.3

45.4

45.4 45.5 45.5

45.5 45.5

45.6

45.7

45.8 45.8

45.8

45.9

45.9 45.9

46.0

46.1

46.2

46.3

46.3 46.4

46.5

46.5 46.5

46.5

46.6

46.6 46.6

46.7

46.8

46.8 46.9

46.9

47.0 47.1

47.1 47.3

47.6

47.7

47.9

48.1

5.2 5.8

6.4

6.6 6.7

6.9 6.97.3

7.6 8.8

10.5 10.9

15.8 18.9

21.6 26.3

28.5 31.8

36.0

36.5 36.5

39.9

42.3 42.5

43.5

44.0

44.2

44.5 44.6

44.8

44.8 44.9

45.0

45.1

45.2 45.2

45.2

45.3

45.3 45.3

45.4

45.5 45.5

45.5

45.6

45.7

45.7 45.8

45.8

45.8 45.8

45.8

45.9

45.9 45.9

45.9

46.0

46.2

46.2 46.5

46.9 47.0

47.0

47.

47.3

47.5

47.6

47.7 48.1

48.3 48.4

49.0

49.3

49.3 49.49.8

11.8

11.9

12.7

13.3 13.6

13.8

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14.6 15.3

17.2 18.0

18.7 19.0

21.8 23.0

26.6 30.3

34.6

37.6 38.2 39.4

40.9 41.5 41.9

42.5 42.5

42.8 42.9

42.9

43.0

43.1 43.1

43.4

43.4 43.5

43.6

43.7

43.9

44.1 44.1

44.

44.2

44.3 44.3 44.5

44.6 44.7

44.8 4

44.9

45.0

45.1 45.2

45.2

45.3 45.3

45.6

9.5

10.1

10.2 10.8 12.1

12.

12.8

13.6

13.7

13.8

13.9

14.4

15.5

15.6

16.4

16.6

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20.5

20.8

20.8 23.1

28.5

29.6 30.8

32.4 36.7

38.3

40.0

42.5

TIE-BACK BUOY

WARNING

SIGN R"46"

MOORING

BUOYS

BUOY 4

R"48"

BUOY 10

BUOY 11

BUOY 9

BUOY 8

BUOY 1

BUOY 2

BUOY 3

BUOY 4

BUOY 5

BUOY 6

BUOY 7

PLANE COORDINATESAID TO NAVIGATION

X Y

866,687 288,779

MAP

LABEL

R"46"

R"48"

LT - 46 (09/24)

PLANE COORDINATESDECRIPTION

X Y

864,644 289,840

864,553 289,652

865,707 289,301

865,338 289,465

865,002 289,582

863,933 289,099

863,431 289,177

862,934 289,275

WARNING SIGN

MAP

LABEL

BUOY 4

WARNING SIGN

BUOY 5

BUOY 6

BUOY 7

BUOY 8

BUOY 9

BUOY 10

BUOY 11 862,688 289,371

BUOY 3 864,333 289,204

BUOY 2 864,305 289,150

BUOY 1 PORT SECURITY BARRIER 864,234 289,019

PORT SECURITY BARRIER

TIE-BACK BUOY TIE-BACK BUOY 864,131 290,021

LT - 48 (09/24) 863,944 290,351

Y= 293000

X= 860000

Y= 288000

Y= 289000

Y= 290000

Y= 291000

Y= 292000

X= 861000

X= 862000

X= 863000

X= 864000

X= 865000

X= 866000

X= 867000

X= 868000

X= 869000

M A

T C

N E

S H

E E

T C

-0

S T

A . 4

A N

G E

-G

M A

C -0

A . 3

A N

G E-

APPROXIMATE

EDGE OF WATER

FLOATING SECURITY

BARRIER

CRAB ISLAND ACCESS CHANNEL

FLOATING SECURITY BARRIER / GATE

SECURITY FENCE

P.I. DREDGE AREA

X=863,974.67 Y=289,140.57

SECURITY ARCS

(SEE NOTE 2)

P.I. DREDGE AREA

X=862,102.86 Y=289,891.55

EXPLOSIVE HANDLING BASIN (EHB)

(BASE)

EXPLOSIVE HANDLING WHARVES (EHW)

(BASE & OPTION B)

(SEE NOTE 3)

RANGE-F & G - 44 FOOT REQUIRED DEPTH (BASE) PLUS

2 FOOT ALLOWABLE OVERDEPTH

RANGE-F

SITE SIX NORTH

39 FOOT REQUIRED DEPTH

(BASE & OPTION B) PLUS

. 3 8+

. 3 9+

MATERIAL TO BE PLACED IN D/A-C

. 4 1+

. 3 9+

. 3 7+

A N

G E-

RANGE-G

WATERFRONT RESTRICTED AREA

EHB - 44 FOOT REQUIRED DEPTH (BASE) PLUS

2 FOOT ALLOWABLE OVERDEPTH

FOR DREDGING PLAN, SEE SHEET C-05

SITE SIX NORTH

(BASE & OPTION B)

MATERIAL TO BE PLACED IN D/A-C

. 3 9+

MATERIAL TO BE PLACED IN D/A-C

EHB - 47 FOOT REQUIRED DEPTH (BASE) PLUS

DISPOSAL AREA

CRAB ISLAND - D/A-C

APPROXIMATE

EDGE OF WETLANDS

APPROXIMATE

EDGE OF WETLANDS

(TYP.)

RANGE-G - 47 FOOT REQUIRED DEPTH (BASE) PLUS

2 FOOT ALLOWABLE OVERDEPTH

2 FOOT ALLOWABLE OVERDEPTH2 FOOT ALLOWABLE OVERDEPTH

APPROXIMATE

EDGE OF WETLANDS

VB-KB15-62

VB-KBIC16-3

VB-KBIC13-1

VB-KBIC16-2

VB-KBIC19-11

VB-KBIC19-12

VB-KBIC19-13

VB-KBIC19-14

VB-KBIC19-15

VB-KBIC19-16

-10

FENCE

RANGE-E

REAR LIGHT

DREDGING PLAN

200' 400'0

GENERAL SHEET NOTES

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

E, F L

T D

2E P2

Y M

E D

G C

O U

, G

R G

-B

C O

1. SEE SPECIFICATION SECTION 35 20 23 FOR INSTRUCTIONS REGARDING

DREDGING ADJACENT TO STRUCTURES.

2. COORDINATE WORK INSIDE SECURITY ARC WITH NAVAL SUBASE POC AS

SPECIFIED IN SPECIFICATION SECTION 01 11 00.

3. REFER TO SPECIFICATION SECTION 01 11 00 FOR MORE INFORMATION ABOUT

WATERFRONT RESTRICTED AREA SECURITY ACCESS.

, 2

-K

-C

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D .T

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9.3 9.4 10 .0

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.4 38 .4

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.2 46 .2

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.6 28 .6 28

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.4 39 .4

.0 40 .2

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3.2

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.1 19 .3

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.0 41

.1 43 .2

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.2 45

.3 45

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.8 46 .9 47 .0

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.3 47 .4

.6 47 .7

.1 48 .3

.1 20

.3 20

.6 20 .8 20 .9

.3 21

.1 22

.3 22 .6

.8 22 .9

.8 24

.5 25

.2 26

.3 27 .4

.5 32

.8 34

.2 39 .3

.1 40

.0 42

.3 43

.4 43 .4

.5 43

.7 43

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.1 45 .2

.2 45

.3 45

.4 45

.6 46

.0 21 .3

.2 31 .6

.3 38 .4

.9 39 .2 39 .3

.9 40

.5 41 .6

.4 42

.5 42

.9 43

.7 43

.8 43

.9 43

.2 44

.1 45

.1 45 .2

.5 45

.7 45

.8 45 .8

.9 17

.7 18

.9 20 .0

.1 21

.6 23

.8 24

.5 25

.8 33 .3

.6 35 .7

.2 38

.2 38 .4

.3 40

.0 42 .3 42

.3 44

.5 44 .6

.0 45

.7 45 .7 45

.7 45

.8 45

.2 46

.4 46 .5

9.69.7 9.89.8 9.910 .9

.5 12 .9

.4 13 .5 14 .0

.1…

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