131245-KBIC26_PLANS_FINAL_RTA_20260317 (1).pdf

PDF 26 MB Posted Apr 9, 2026

Attached to: NAVAL SUBMARINE BASE KINGS BAY, MAINTENANCE DREDGING, CAMDEN COUNTY, GEORGIA
Solicitation number: GROUP126RJ003
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Apr 9, 2026

This is a set of final design and construction plans for maintenance dredging operations at Naval Submarine Base Kings Bay in Camden County, Georgia. The project involves dredging multiple channel segments, basins, and operational areas to maintain required depths ranging from 12 to 47 feet (MLLW), with allowable overdepth of 2 feet throughout. Dredging locations include the Kings Bay Inner Channel (Ranges D through I), Upper Turning Basin, Explosive Handling Basin, Explosive Handling Wharves, Site Six North and South areas, Magnetic Silencing Facility, Small Boat Basin, Refit Wharves, Drydock Caisson Gate areas, and Port Security Barrier Mooring Area. Total estimated dredging quantities are approximately 1.24 million cubic yards for the base contract, with material to be placed in Disposal Area 1 (D/A-1) and Disposal Area 2 (D/A-2). The plans include detailed dredging cross-sections, control data, mooring buoy locations, disposal area layouts with pipeline routing through existing culverts, and navigation aid coordinates. Survey data was collected using multi-beam echo sounders and RTK GPS between June and October 2025, referenced to MLLW tidal datum and NAVD88 for disposal areas. Special considerations noted include 15-foot dredging offsets from structures, security arc coordination requirements, magnetic silencing facility avoidance zones, and provisions for debris removal at certain wharf locations.

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Other files

File	Type	Posted
GROUP1-26-R-J003_NSB Kings Bay_Pre-Bid Site Visit Agenda _ Roster.pdf	PDF	Apr 29, 2026
B.07_Pre-Proposal_Conference_GROUP126RJ003_Kings Bay Subbase 2026.pdf	PDF	Apr 28, 2026
126RJ003_NSKingsBayFY26_Specs_FINAL RTA_20260318.pdf	PDF	Apr 9, 2026
4_GDR_KBSB_FY26_7.25.2025.pdf	PDF	Apr 9, 2026

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4000' 8000'0

SOLICITATION NO.:

Jacksonville District

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

CAMDEN COUNTY, GEORGIA

GROUP1-26-R-J003

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, SBB & 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 PLAN - SMALL BOAT BASIN

C-08 DREDGING PLAN & CROSS-SECTION - PORT SECURITY BARRIER MOORING AREA

C-09 DREDGING CROSS SECTIONS - RANGE-H, RANGE-I, UTB, RFW & SBB

C-10 DREDGING CROSS SECTIONS - RANGE-G, RANGE-H, EHB, SS-N

C-11 DREDGING CROSS SECTIONS - RANGE-E, SS-S, MSF-N

C-12 DREDGING CROSS SECTIONS - ARDM YOKE, EHW, DRYDOCK CAISSON GATE

MOORING FACILITY

C-13 DISPOSAL PLAN AND CONTROL DATA OVERVIEW

C-14 DISPOSAL PLAN D/A-1

C-15 DISPOSAL PLAN D/A-2

C-16 DISPOSAL CROSS SECTIONS D/A-1 & D/A-2

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

G R

O U

P1 -2

6- R

-J

Y M

E D

G C

O U

, G

R G

-B

C O

Y 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

F eb ru ar y

_B &W

S, D U

E C

M Y

C H

6, -K

-G

-0 1.

D W

O G

D . T

C O

A N

D S

G-01

EXISTING

CAST-IN-PLACE

CONCRETE

(CONCST)

EXISITNG BOTTOM/GRADE

ARDM

BLVD

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

DWG

EHB

EHW

EL / ELEV

KBIC

MLLW

MSF

MSF-N

NAVD88

NAD83

NOAA

N.T.S.

PSBMA

RFW

RGE

SBB

SS-N

SS-S

STA

TYP

USACE

USCG

UTB

MEDIUM AUXILIARY REPAIR DOCK

BOULEVARD

CENTERLINE

CUBIC YARD

DISPOSAL AREA 1

DISPOSAL AREA 2

DISPOSAL AREA CRAB ISLAND

DISPOSAL AREA MAINSIDE

DRAWING

EXPLOSIVE HANDLING BASIN

EXPLOSIVE HANDLING WHARVES

ELEVATION

KINGS BAY INNER CHANNEL

MEAN LOWER 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

PORT SECURITY BARRIER MOORING AREA

ROAD

REFIT WHARVES

RANGE

SMALL BOAT BASIN

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

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

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

DEPTH/ELEVATION49.5

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 - DMMA

MOORING BUOY

WARNING SIGN

1 REFER TO SURVEY NO. 25-087.

2. THE AERIAL BATHYMETRIC LIDAR AND DIGITAL IMAGERY USED IN THIS PROJECT WAS COLLECTED USING CONVENTIONAL, AIRBORNE GPS/GNSS AND REMOTE SENSING SURVEYING METHODS AND PROCEDURES.

3. FIELD SURVEY DATA HEREIN WAS COLLECTED AND PROCESSED USING GPS/GNSS RTK/RTN

SURVEYINGMETHODS AND PROCEDURES.

4. THE GPS/GNSS SURVEYS FOR THE FIELD COLLECTED DATA WERE ACCOMPLISHED THROUGH REAL TIMEKINEMATIC (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.

5. THE ORIGINAL AERIAL BATHYMETRIC LIDAR AND DIGITAL IMAGERY DATA WAS ACQUIRED ON OCTOBER 13,2025. THE ORIGINAL GPS/GNSS FIELD SURVEY AND CONTROL DATA WAS COLLECTED IN

JULY 2025.

6. 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).

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

(NAVD88/GEOID18).

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

9. 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.

10. 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

PIPELINE DISCHARGE BOUNDARY LINE

FLOATING SECURITY FENCE

IDENTIFIER

VIBRACORE BORING

VB-KBIC-1

APPROXIMATE EDGE OF WETLANDS

RIP RAP

SHORELINE (NAVAL SUBMARINE BASE KINGS BAY)

SHORELINE

1. REFER TO SURVEY NO. 25-236.

2. DATA WAS COLLECTED ON THE DATES 8, 9, 10, 14, AND 15 JUNE 2025.

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

ADMINISTRATION (NOAA).

4. NOAA'S VDATUM MODEL, AND PUBLISHED TIDE STATION DATA WERE USED TO GENERATE A HYPACK KINEMATIC TIDE DATUM (KTD) MODEL WHICH IS USED TO CONVERT BETWEEN NAVD88 AND MLLW. THIS KTD MODEL, BEING A COMBINATION OF THOSE TWO SOURCES CANNOT BE CONSIDERED EQUIVALENT TO THE VDATUM MODEL DUE TO POSSIBLE ADDITIONS OR EDITS. DO NOT USE VDATUM IN PLACE OF THE

KTD FILE. THE KTD MODEL USED FOR THIS SURVEY WAS: “KINGSBAY-2013 06 10.KTD”.

THE NOAA GEOID MODEL “GEOID18” WAS USED TO CONVERT GPS DERIVED ELLIPSOID HEIGHTS TO

NAVD88.

5. 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 NOAA TIDE GAGE SITES SPECIFIED BELOW:

AREA SURVEYED VERTICAL CALIBRATION BENCHMARK(S)

SITE-6 AND RANGE G (OUTSIDE WRA) KBFD-1

RANGES E, F, H, I, AND G (INSIDE WRA), 867 9511 F TIDAL

AND UPPER TURNING BASIN

WRA - WATERFRONT RESTRICTED AREA

6. THIS DATA WAS COLLECTED USING A MULTI-BEAM ECHO SOUNDER. SOUNDINGS SHOWN ARE IN HIGH

FREQUENCY.

7. SOUNDINGS SHOWN ON THE RECORD DRAWINGS ARE BELOW THE CHART DATUM UNLESS PRECEDED

BY A (+) SIGN.

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

FOLLOWING REFERENCE BASE LOCATION(S):

AREA SURVEYED RTK BASE LOCATION

ENTIRE PROJECT USCG KINGS BAY ARP

9. HORIZONTAL POSITIONS ARE DEPICTED IN THE STATE PLANE COORDINATE SYSTEM OF 1983, GEORGIA EAST ZONE (1001), AND ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), ADJUSTMENT OF 2011.

10.UNLESS INDICATED OTHERWISE, ALL COORDINATES, DEPTHS, HEIGHTS AND DIMENSIONS ARE IN THE

UNITS OF U.S. SURVEY FEET.

11. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

12.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.

13.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.

DREDGE PIPELINE

SURVEY NOTES - EXPLOSIVE HANDLING WHARVES

1. REFER TO SURVEY NO. 25-265.

2. DATA WAS COLLECTED ON THE DATES 07 AUGUST THROUGH 06 SEPTEMBER 2025.

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

(NOAA).

SURVEY WAS: “KINGSBAY-2013 06 10.KTD”.

THE NOAA GEOID MODEL “GEOID18” WAS USED TO CONVERT GPS DERIVED ELLIPSOID HEIGHTS TO NAVD88.

ASSOCIATED WITH THE NOAA TIDE GAGE SITES SPECIFIED BELOW:

AREA SURVEYED TIDE STATION VERTICAL CALIBRATION BENCHMARK(S)

OUTSIDE WRA STATION 867-9598 867 9598 E

INSIDE WRA STATION 867-9511 867 9511 F

WRA - WATERFRONT RESTRICTED AREA

6. THE DATA REPORTED VIA THIS SURVEY IS THE RESULT OF A FULL MULTI-BEAM ECHO SOUNDER COLLECTION.

7. SOUNDINGS SHOWN ON THE RECORD DRAWINGS ARE BELOW THE STATED VERTICAL DATUM UNLESS PRECEDED BY A

(+) SIGN.

8. HORIZONTAL AND VERTICAL POSITIONING WAS ACCOMPLISHED THROUGH REAL-TIME KINEMATIC (RTK) GPS

TECHNIQUES WITH THE FOLLOWING REFERENCE BASE LOCATION(S):

AREA SURVEYED RTK BASE LOCATION OR CALIBRATION MARK

ENTIRE PROJECT USCG KINGS BAY ARP

9. HORIZONTAL POSITIONS ARE DEPICTED IN THE STATE PLANE COORDINATE SYSTEM OF 1983, GEORGIA EAST ZONE (1001), AND ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), ADJUSTMENT OF 2011.

10. UNLESS INDICATED OTHERWISE, ALL COORDINATES, DEPTHS, HEIGHTS AND DIMENSIONS ARE IN THE UNITS OF U.S.

SURVEY FEET.

11. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

12. THE DATA TO WHICH THESE NOTES REFER REPRESENT THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

13. 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.

1. REFER TO SURVEY NO. 25-287.

2. PART OF THIS DATA SET INCLUDES SOUNDINGS FROM THE AFTER-DREDGE SURVEYS SUPPORTING THE

ONGOING MAINTENANCE DREDGING CONTRACT NO. 25-C-A001.

3. DATA WAS COLLECTED OVER THE PERIOD 20 SEPTEMBER THROUGH 21 OCTOBER 2025.

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

ADMINISTRATION (NOAA).

5. NOAA'S VDATUM MODEL, AND PUBLISHED TIDE STATION DATA WERE USED TO GENERATE A HYPACK KINEMATIC TIDE DATUM (KTD) MODEL WHICH IS USED TO CONVERT BETWEEN THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND MLLW. THIS KTD MODEL, BEING A COMBINATION OF THOSE TWO SOURCES CANNOT BE CONSIDERED EQUIVALENT TO THE VDATUM MODEL ALONE DUE TO POSSIBLE ADDITIONS OR EDITS. DO NOT USE VDATUM IN PLACE OF THE KTD FILE. THE KTD MODEL USED FOR THIS

SURVEY WAS: “KINGS BAY-2013 06 26.KTD”.

THE NOAA GEOID MODEL “GEOID18” WAS USED TO REFER GPS DERIVED ELLIPSOID HEIGHTS TO NAVD88.

6. 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 NOAA TIDE GAGE SITES SPECIFIED BELOW:

AREA SURVEYED TIDE STATION VERTICAL CALIBRATION BENCHMARK(S)

OUTSIDE WRA 867 9598 867 9598 E

INSIDE WRA 867 9511 867 9511 F TIDAL

WRA: WATERFRONT RESTRICTED AREA

6. THE DATA REPORTED VIA THIS SURVEY IS THE RESULT OF A MULTI-BEAM ECHO SOUNDER COLLECTION.

HIGH FREQUENCY SOUNDINGS ARE SHOWN.

7. SOUNDINGS SHOWN ON THE RECORD DRAWINGS ARE BELOW THE STATED VERTICAL DATUM UNLESS

PRECEDED BY A (+) SIGN.

8. HORIZONTAL AND VERTICAL POSITIONS WERE REALIZED VIA REAL-TIME KINEMATIC (RTK) GPS TECHNIQUES AND ARE CONTROLLED/CALIBRATED TO THE SURVEY CONTROL MARKS AS TABULATED ON

THESE DRAWINGS.

9. HORIZONTAL POSITIONS ARE DEPICTED IN THE STATE PLANE COORDINATE SYSTEM OF 1983, GEORGIA EAST ZONE (1001), AND ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), ADJUSTMENT OF 2011.

10. UNLESS INDICATED OTHERWISE, ALL COORDINATES, DEPTHS, HEIGHTS AND DIMENSIONS ARE IN THE

UNITS OF U.S. SURVEY FEET.

11. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

12. THE DATA TO WHICH THESE NOTES REFER REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT

TIME.

13. 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.

SURVEY NOTES -

PORT SECURITY BARRIER MOORING AREA

+2.0

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. FOR KINGSBAY CHANNEL, ALL DEPTHS ARE REFERENCED TO THE MEAN LOWER LOW WATER (MLLW) TIDAL DATUM OF THE 1983-2001 TIDAL EPOCH AND ARE BELOW THE DATUM UNLESS PRECEDED BY A PLUS SYMBOL (+). 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 PROJECT; A SINGLE VALUE FROM A PUBLISHED TIDE GAUGE IS NOT TO BE USED FOR ENTIRE PROJECT. REFER TO THE SURVEY NOTES ACCOMPANYING THESE

DRAWINGS FOR THE APPLICABLE PROJECT KTD FILE CURRENTLY IN USE AT THIS PROJECT.

4. FOR THE DISPOSAL AREAS, ALL ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM

OF 1988 (NAVD88).

5. UNLESS OTHERWISE INDICATED, ALL MEASUREMENTS ARE IN THE UNITS OF U.S. SURVEY FEET.

6. 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. VERIFY 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.

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

G R

O U

P1 -2

6- R

-J

Y M

E D

G C

O U

, G

R G

-B

C O

Y M

7, -K

-G

-0 2.

D W

O G

D . T

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

M ar ch

C _B

&W .S

S, D

E E

R M

Y C

BORROW AREA SUBDIVISIONSA

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

DISPOSAL AREA

D/A-C

DISPOSAL AREA CRAB ISLAND

D/A-M

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

20,00030,000 50,000

20,000 30,000

20,00050,000 70,000

20,00020,000 40,000

120,000 185,000 305,000

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-2

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

10,00036+548

43+300 48+175

45+2 UTB

45+2 & 47+2 CHAN

D/A-2

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-2

D/A-1

D/A-2

36+548 45+234+233.1 5,000

36+850 38+800 39+2

SITE SIX SOUTH

& ARDM YOKE

SITE SIX NORTH

D/A-1

N/A*

N/A* N/A*

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

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.

593,000647,000 1,240,000

15,00015,000 30,00045+207.1 24+243+497.5SMALL BOAT BASIN (SBB) D/A-2

10,00015,000 25,00047+393.6 12+246+100PORT SECURITY BARRIER

MOORING AREA D/A-2

UPPER TURNING BASIN

PORT SECURITY BARRIER

MOORING AREA

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

G R

O U

P1 -2

6- R

-J

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. AUGUSTINEGAINESVILLE

GULF OF AMERICA

ATLANTIC OCEAN

CHARLESTON

LOCATION MAP

FLORIDA

GEORGIA

ALABAMA

SOUTH

CAROLINA

BRUNSWICK

LOCATION

OF WORK

ST. LUCIE

N 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

M ar ch

C _B

&W .S

S, D

E E

R M

Y C

C H

6, -K

-G

-0 3.

D W

O G

D . T

T O

G-03

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

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

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

866,092.39

866,210.SC

859,850.SC

866,560.SC

DESIGNATION NORTHING EASTING NAVD88 MLLW APPLICABLE TO SURVEY NO.

SURVEY CONTROL CHANNEL

USCG KINGS BAY ARP

KBFD-1

867 9511 F TIDAL

867 9598 E

22.27 7.15

12.52 20.75

N/A 11.10 16.57 24.69

287,675.63

287,700.SC

292,230.SC

284,730.SC

NOTES:

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

CALIBRATION/CHECK POINT, NOT FOR HORIZONTAL CONTROL.

2. 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

25-236, 25-265, 25-287 25-236, 25-265, 25-287 25-236, 25-265, 25-287 25-265, 25-287

867 9598 E

CUT CUT

PORT SECURITY BARRIER MOORING AREA

MA201

MA202

MA203

MA204

MA205

PLANE COORDINATES

295,356.85 295,593.61 295,403.57 294,038.10 293,881.57

858,979.83 859,258.55 859,419.98 859,424.68 859,240.18

P.I.

POINTS NORTHING EASTING

MA20

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

G R

O U

P1 -2

6- R

-J

Y M

E D

G C

O U

, G

R G

-B

C O

Y M

6, -K

-G

-0 4.

D W

O G

D . T

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

M ar ch

C _B

&W .S

S, D

E E

R M

Y C

CONTROL DATA - CHANNEL

6.7

6 5.

9 6.

1.8

3.3 3.73.9 4.14.25.2

.7 41 .7 42 .3

.3 47

.3 47 .6

.9 48

3.8 7.1 9.7

.9 18

.5 22

.6 26

.0 26 .1 26 .3

.5 26

.6 26 .7

.6 31 .7 33 .2

.1 39

.7 46

1.92.7 8.68.6 9.8

.9 13 .4

.2 17 .4

.3 20

.8 23 .1

.9 25

.1 27

.3 35 .7

.8 46

.8 46 .8

.9 46 .9

.2 47

1.6 2.0 2.1

2.52.6

5.1 5.2 7.1 8.0

.3 12

.9 14

.9 19 .1

.7 19 .8

.9 24 .0 24

.4 24

.4 24 .6

.9 33

.7 43

.2 44 .9

.1 45 .1

.6 45

.0 46

.1 46 .2

.8 46

.8 46 .8 46

.9 46 .9

.0 47 .0

.9 48

3.03.0

3.5 4.0 4.8

8.2

8.3

9.1 9.6 9.7 10 .1

.9 13

.8 15

.0 16 .5

.7 21

.0 22

.0 24

.0 24 .5

.5 24

.6 24 .6

.8 29 .7 29 .8

.4 36

.7 37 .6

.6 42

.0 45

.0 45 .1

.5 45

.6 45 .7 4

5.7

.7 45 .8

.5 47

.6 47

.6 49

3.54.2

4.4 4.6

4.8 7.0

8.1

9.9

.5 10 .5

.9 13 .0

.3 15 .7

.1 20

.5 2

4.4

.5 25

.5 25 .5

.9 25

.3 26 .4 26 .6

.5 37 .4

.8 38 .2

.1 45

.7 45

.0 46 .0

.2 4

7.2

.9 48 .0

2.72.9

3.1 3.1 9.7 10 .7

.0 17

.0 18

.1 22 .5

.6 28

.0 32

.2 37

.0 38 .9

.9 44 .1

.9 44

.0 46 .0 46

.1 46 .1

.7 46

.7 46 .7

.0 47 .1

.8 47

1.21.6 2.0

2.3

2.73.1 4.9 12 .0 12 .5

.6 13

.6 25 .1

.8 32

.8 39

.5 41 .4

.0 45

.0 45 .1

.0 46

.0 47

.1 49

.3 49 .3

.9 49

2.7

3.2

3.43.6

7.6

.3 12 .6 13

.6 16 .6 19

.5 25

.0 28

.4 37 .5 37 .7 38 .4

.0 43

.6 47

.6 48

.8 48

.2 49

.4 49 .4

4.5 4.6

6.2

6.5

.6 14

.8 15 .1

.0 19 .0

.5 22 .7

.6 23 .9

.7 29 .8 31 .6

.2 39 .5

.0 42

.1 42 .5

.1 43

.2 45

.4 45 .6

.6 46

.8 46

.9 46

.2 47

.4 47 .5

.5 47

.8 47

.0 48

.3 48 .3

.4 48

.6 48 .6

.1 49

6.4

6.6

6.9

9.0

.8 16

.0 17 .4

.9 31 .4 34 .0

.4 45 .2

.8 45

.0 46 .1

.8 46

.3 47 .3

.3 47

.3 47 .4

.1 48

.3 48

.6 48 .6 48

6.4

6.8

7.2

8.6 10 .8

.5 17

.6 19 .2

.8 20

.1 23

.2 24 .4 25

.3 27

.1 37

.9 46

.3 46

.2 47 .2 47

.4 4

7.5

.3 48

5.05.05.5

6.2 7.9

.7 12

.2 15 .9 16

.2 18 .0

.3 20

.9 22 .2

.5 29

.3 42

.1 42 .6

.5 47

4.0 4.3

.3 23 .6 30

.8 44 .1

.3 45 .1

.7 21 .1

.8 40 .6

.5 36

.8 46 .0

.2 46 .3

.4 46 .5

.5 4

7.5

.6 47

.7 47

.0 48

.5 48

.5 48 .6

.0 49

.3 49

.2 47

.8 47 .9

.6 48 .6

.2 23

.9 24

.9 25 .1

.5 4

4.8

.2 47 .2

.5 47 .6

.6 48

.5 49

5.6

6.1 7.1

7.27.98.9

9.910 .6 10

.7 14 .3

.7 16 .5

.5 21 .9

.4 43

.5 44

.9 45

.0 47

.0 47 .2

.0 48 .1

.2 48 .2

.2 48

.3 48

.4 48 .4

.6 48 .6

.9 48

.1 49 .2 49

.4 49 .5

.6 49

2.64.2 4.6

5.8

6.1

6.7

7.0

7.3

7.9

8.3

8.48.6

9.7 10 .7

.1 14

.3 17 .8

.9 20 .6

.3 28

.4 43

.1 44 .2

.9 45

.4 45 .4 45 .5

.0 46

.4 46

.8 47

.0 47 .1

.5 47 .5

.5 48 .5

.0 49

.1 49

5.5

.1 11 .1

.3 15 .6

.8 15 .8

.6 17

.9 22 .7

.8 31

.3 33

.8 42 .0

.3 47

.8 47 .8

.1 49

.3 49

.4 49 .4

3.2

4.8

6.1

6.5 6.5

7.38.59.4

.7 15

.8 20

.0 24 .1

.9 28

.7 29 .4

.2 32

.3 35

.6 46 .4

.0 48 .0

.0 48

.5 48 .7

.6 49

.3 50 .3

.8 50 .9

4.0 5.66.0 8.1 10 .4

PLANE COORDINATESAID TO NAVIGATION

X Y

R"58" MOORING

BUOY ST-4

MOORING

BUOY ST32

MOORING

BUOY ST-2

MOORING

BUOY ST-1

859,063 295,384

MAP

LABEL

R"58"

R"60" LT - 60 (04/25) MISSING

LT - 58 (06/25)

MOORING

BUOY N-1

PLANE COORDINATESDESCRIPTION

X Y

SECURITY FENCE TIE-BACK BUOY (12/23)

MOORING BUOY (02/24)

859,250 294,133 859,250 294,546 859,250 294,959 859,250 295,372 858,591 295,519

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

WEATHER

BUOY

. 4 7+

. 4 5+

. 4 4+

. 4 2+

D C-10

A C-09

C-12

C C-09B

C-09

A C-09

K C-12

C-09 C

C-09

D C-10

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-2

WATERFRONT RESTRICTED AREA

. 4 6+

MATERIAL TO BE PLACED IN D/A-2

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

(BASE & OPTION B)

FOR EXTRA DETAIL SEE SHEET C-12

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

. 4 5+

EXPLOSIVE HANDLING BASIN (EHB)

(BASE)

SMALL BOAT BASIN

(BASE)

SECURITY ARC

(SEE NOTE 2)

SEE SHEET C-06

FOR INSET "3"

EXPLOSIVE HANDLING WHARVES (EHW)

(BASE & OPTION B)

SECURITY FENCEPORT SECURITY

BARRIER MOORING

AREA (BASE)

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

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

FOR DREDGING PLAN,

SEE SHEET C-08

FOR DREDGING PLAN, SEE SHEET C-07

DREDGING PLAN - CHANNEL STA. 41+900 TO 48+242, UPPER TURNING BASIN (UTB), EXPLOSIVE HANDLING BASIN (EHB), SMALL BOAT BASIN (SBB), & REFIT WHARVES (RFW)

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

G R

O U

P1 -2

6- R

-J

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.

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

M ar ch

C _B

&W .S

S, D

E E

R M

Y C

, 2

-K

-C

-0 1.

D W

O G

D . T

2, U

, E

H B, S

G P

C-01

U D

G E

27.2 27.7

28.5

28.5 29.3

29.6 30.1

30.9

31.1

31.7 35.3 36.5 3

9.7

30.8 32.0

32.1

32.3 32.6

32.6 33.1

33.2 33.4

33.8

34.0 34.4

35.2

35.5 35.5

35.7 36.4

37.1

37.2

38.1 38.1

38.4

38.5

38.8

38.9

38.9 39.1 39.1

39.1

39.4

39.6

39.6 39.6

39.6

39.8

39.9

40.0 40.2 40.2

40.2 40.3 40.5

41.4

42.8 43.6

43.7

44.3

44.4

44.5 44.5

45.0 45.1

45.3

45.6

45.8

46.2

46.5 46.6

25.5

27.4

28.5

28.6 31.9

33.9

34.0

34.1

35.7

36.3

36.4

37.4

38.0 38.1

38.5

39.4 39.4

39.5

39.7

39.8

40.0

40.3

40.7

40.9

41.0 41.1

41.3

41.7

42.4

43.9

44.0

44.3

44.4

44.5

44.7

44.9

45.1

45.2

45.3

45.3 45.3

45.3

45.4 45.4

45.4

45.5

45.6

45.7

45.7 45.7

45.8

45.9

46.0

46.1 46.3

46.3

46.4

46.5

46.6 46.6

46.6 4

7.0 47.1

47.5 47.7

3.7 4.4

4.8 5.5

5.7 6.0

6.66.8

7.2

7.3

11.4

16.5 17.8

19.0 21.3

30.7 31.9

32.4

34.3 37.2 38.9

40.3

42.0 42.4

42.7 43.1

44.0

44.4 44.6

44.6 44.8

44.8 45.0

45.0

45.1

45.2

45.3

45.4

45.4 45.4

45.5

45.6

45.6 45.6

45.6

45.7 45.7

45.8

45.9

46.0

46.1

46.2

46.2 46.2

46.2

46.3

46.3 46.4

46.5

46.6 46.6

46.6

46.6 46.7

46.8

46.9

47.2 47.2

47.3

47.4 47.5

47.5 48.0

48.0 48.4

48.9 48.9

49.4 49.6

50.2

7.1

7.2 7.6

7.6

9.4

11.3

11.6

12.0 13.0

13.1 13.9 14.3

14.4 15.0

18.9 22.3

23.0 26.4

32.2 33.6

36.8 37.7

39.4

44.1

44.2

44.4

44.5 44.5

44.6

44.7

44.8

44.9

45.0

45.0 45.0 45.0

45.1

45.2

45.3 45.3

45.4

45.5

45.5 45.6

45.6 45.6

45.7

45.8 45.8

45.8

45.9

46.0

46.1

46.2

446.4

46.5

46.6

47.0

47.1

48.3

49.

11.8 13.4

13.5

13.6 13.7

13.8

14.2

14.3 14.4

14.8

14.9

15.3 15.9

16.2 17.3 17.3

17.4

18.3 19.0

20.6

20.8 20.8 21.3

22.9

24.8

26.4 26.7

27.3

30.0

33.4 33.8 34.0

38.2

38.3

39.2

40.6 41.1

44.2

44.7

44.9

45.0 45.0 45.1

45.1 45.1

45.2

45.3

9.3

10.0 10.8

12.5

.7 8.6

0.7 7.6

.4 26

.3 46 .3

.4 46

6.6

7.8

1.0 2.3 4.8 6.8 6.8

.4 12 .6 14 .2

.6 27

.0 31

.5 34 .2

.9 39 .6 40 .0

.9 42

.8 44

.4 45

.4 47

8.3

8.5

8.6

.6 6

.6 48

5.96.36.7

7.3 7.6 7.9

8.18.39.2 9.5 9.612 .1 12

.7 14

0.1

.2 41

.1 43

.9 44

.5 45

.2 48

.8 48

.9 48

.9 49

.7 49 .8 49

6.4

6.7

6.9

7.37.4

7.98.0 8.3 8.68.6

.7 15

.9 20

.6 21 .0 21 .0

.9 23 .5

.9 23

.4 25 .1 25 .4

.2 28 .9

.3 31

.4 31 .6

.2 32

.3 40

.9 41 .0

.5 43 .6

.6 44 .6

.0 45 .4

.6 45

.3 48

.5 48

.0 49

.2 49

.9 49

7.0

7.27.87.9

8.3

8.9 9.29.3 9.59.6

.0 16 .7

.8 18 .2

.9 21

.3 21 .9 22 .1

.1 26 .4 28 .2

.6 30

.6 32 .8

.9 37

.8 43

.1 43 .9 44 .0 44

.0 45 .3 45 .7

.9 46

.1 48 .1

.2 48 .2

.3 48

.5 49

6.06.16.26.6

.2 10 .5

.9 11 .0 11 .4 12

.0 13 .2

.8 14

.1 16

.0 18 .5

.2 20

.9 24 .1 24 .9

.4 31

.2 34 .0

.8 35 .9

.2 41 .1

.1 44

.6 44 .8

.9 45

.4 46 .0 46 .4

.6 47 .2

.9 47

.0 49

2.55.0

5.8 6.1 6.4 6.8

.9 12

.5 13 .0 14

.4 14 .9

.0 17

.3 20

.5 21

.6 23

.9 24 .0

.7 31 .0

.5 33 .9

.3 34

.9 36 .1 41

.9 46

.0 47 .1

.8 47

.7 48 .8

.9 48

.0 49

9.4

.8 49

.9 4 9.9

3.6 5.3 5.9

5.96.1

.3 14 .3

.6 14 .7 15

.3 16 .0

.2 20

.8 21

.3 21 .9

.8 26 .8

.6 27 .7

.8 28

.3 34

.7 37 .0

.6 39

.6 42 .3 43

.5 45 .1 46

.9 48

.0 48 .0

.7 48

.8 48 .9

.1 50

.4 50

2.43.5 3.7

4.55.15.5

.2 14

.9 22

.9 28 .1

.5 29 .9

.1 32 .1

.9 33 .1

.0 39 .6

.8 45 .9 46

.7 47 .2

.9 49 .0

.2 50

.3 50 .3

.5 50

3.54.3

4.5 5.1 5.5

.8 13 .8 14 .3

.5 22 .1

.0 23

.4 30

.3 33

.2 41 .3 41 .4

.2 48 .2

.8 48

.8 48 .9

.5 49 .6

.8 49 .8

.3 50

.7 50 .7

.1 51

2.33.03.1

4.6

4.88.1

.4 14 .2 16

.6 22 .1

.8 27

.4 31

.6 37

.4 39 .7

.5 48

3.13.4 4.8

.5 38 .9

.2 48

2.7

4.95.4

5.9 9.0

.6 18

.2 21

.0 23 .0 23

.3 25 .2

.4 2

8.1

.4 29 .1

.9 37 .2

.3 37

.1 41

.1 42

.0 43

.1 44

.2 44

.6 46

.8 46 .8 47

.8 48 .0

.5 27 .1

.7 27

.9 28 .1

.1 28

.2 28 .7 29

.2 29 .4 29 .6

.0 32 .5

.9 34 .1 36 .7

.0 37 .1

.4 37

.8 38

.7 38 .7

.6 42 .0 42

.1 43

.5 44

.6 45 .0

.9 45

.1 46

.7 46

.8 46 .9

.3 47

.7 47

.9 48 .1

.3 48

.6 19 .4

.0 28 .4 28

.1 29 .8

.4 33 .3

.1 35 .4 35 .9

.9 37 .0

.1 37 .2

.2 37 .3

.6 39 .0

.8 39

.2 41

.6 42

.6 42 .8

.3 43 .6

.0 45

.3 45

5.5

.6 45

.7 45

.9 45

.9 46 .0

.5 46 .5 46 .5

.1 47

.5 47 .5

.8 48 .1

.1 48

.6 17 .4

.6 26

.7 27 .0 27 .8 29

.7 31

.9 36 .9

.6 42 .0

.3 42

.5 43 .0

.7 43

.1 44

.3 44 .4

.3 45

.4 45 .5

.5 46 .5

.6 46

.4 47

6.57.37.58.3

.5 13 .1

.6 19

.5 31 .0

.4 34

.5 38

.8 38 .9 39 .0

.1 39 .6

.9 40

.9 42 .0 42 .0

.6 42

.8 43 .4 43

.3 45 .4

.4 45

.0 46

.6 46

.6 46 .9

3.03.44.35.06.8

.4 14

.4 38

.6 39 .1 43

3.9

.1 45

5.5

.7 45

2.6 3.0 3.43.63.8

8.712 .8

.2 32 .5

.6 44

3.4 7.9

BUOY 10

BUOY 11

BUOY 9

BUOY 8

BUOY 1

BUOY 2

BUOY 3

BUOY 5

BUOY 6

BUOY 7

PLANE COORDINATESAID TO NAVIGATION

X Y

TIE-BACK BUOY

WARNING

SIGN R"46"

866,702 288,748

MAP

LABEL

R"46"

R"48"

LT - 46 (06/25)

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 4

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

R"48"

LT BUOY - 48 (06/25) 863,932 290,358

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-1

. 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-1

. 3 9+

MATERIAL TO BE PLACED IN D/A-2

EHB - 47 FOOT REQUIRED DEPTH (BASE) PLUS

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

RANGE-E

REAR LIGHT

. 4 0+

. 3 8+

F C-10

E C-10

F C-10

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

MATERIAL TO BE PLACED IN D/A-2

. 3 9+

DREDGING PLAN - CHANNEL STA. 36+650 TO 41+900, EXPLOSIVE HANDLING BASIN (EHB), & SITE SIX NORTH (SS-N)

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

G R

O U

P1 -2

6- R

-J

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.

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

M ar ch

C _B

&W .S

S, D

E E

R M

Y C

, 2

-K

-C

-0 2.

D W

O G

D . T

. 4

0, E

H B

-N D

G P

C-02

D B

.5 44

.5 45 .9 46

.9 44

.6 44

.8 44

.9 45

.4 45 .6

.6 45

.4 47

.1 43

.1 4

4.2

.4 44

.6 45

.7 45 .7

.8 45

.0 46

6.4

9.0 9.5 9.7

.1 10

.6 14 .3

.8 16

.7 16

.2 20 .2

.4 21

.4 24

.8 25 .8 25

.0 29

.5 29 .6

.1 31 .4

.6 32

.6 33

.8 34 .1

.4 36 .6

.3 38 .5

.9 40

3.8

.0 44 .3

.0 47

.0 47 .1 47 .1

9.6

.8 10

.2 11

.3 11 .6

.2 14

.5 15 .4 16

.0 20 .5

.9 21

.1 23

.3 24

.8 24

.6 25

.2 26 .4

.2 28

.9 29 .0

.4 32 .5

.1 33 .2 33

.6 34 .3

.4 35 .8

.7 39 .9

.7 45

.2 46

.5 46

.9 46

.0 47

.1 47 .1

.2 47 .4 47

.7 48

.4 16

.2 19

.6 24

.8 25

.1 25 .2

.0 32 .1

.8 35

.1 39 .3

.1 40 .3

.1 42

.5 42

.8 44

.0 45

.1 45 .1

.3 45

.4 45

.6 46

.0 22 .3

.4 23

.8 24

.2 25

.3 25 .4 25 .4

.5 26

.3 28 .5

.9 34

.5 36

.8 39

.7 42 .2

.4 42 .6

.7 42

.9 44

.4 45

.7 45

.5 49

.1 22 .3 2

2.3

.3 24

.6 28

.9 30 .4

.0 31 .4

.6 35

.1 36 .6

.1 41

.2 43 .2

.9 44 .0 44 .0

.0 44 .0 44

.3 44

.5 44

.8 44

.0 45 .1

.2 45 .2

.7 45

.0 46

.2 46 .2

.3 47

.5 47

.6 49

.8 49

.7 20 .7

.0 21

.9 21 .9

.6 23

.0 23 .2

.2 23

.1 28 .1

.6 39

.0 42 .0

.8 44

.2 45 .3

.2 46 .2

.0 28

.3 36

.8 37 .0

.2 38 .4

.9 39

.9 40 .4 40

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