Plans_KBEC_MD_FY20_20190626.pdf

PDF 32 MB Posted Jul 15, 2019

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

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W912EP19B0022 Plans

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File	Type	Posted
W912EP19B0022_Bid_Abstract_.pdf	PDF	Aug 15, 2019
W912EP19B0022Amendment0003.pdf	PDF	Aug 6, 2019
W912EP19B0022_Amendment_0002.pdf	PDF	Aug 5, 2019
19-198_KBIC_Survey.zip	ZIP file	Jul 25, 2019
19-199_KBEC_Survey.zip	ZIP file	Jul 25, 2019
KBEC_MD_FY20_20190723.pdf	PDF	Jul 25, 2019
19-217_Nearshore_Survey.zip	ZIP file	Jul 25, 2019
19-193_ODMDS_Survey.zip	ZIP file	Jul 25, 2019
19B0022Am0001Specs.pdf	PDF	Jul 25, 2019
PREBID_SITE_VISIT_Roster_W912EP19B0022.pdf	PDF	Jul 24, 2019
18-266_DEC2018_KB_NEARSHORE_DA_3X3_AVG_NEG.xyz	XYZ file	Jul 15, 2019
GDR_KBEC_FY20_final_for_BCOE.pdf	PDF	Jul 15, 2019
19-049_KBIC_Survey.zip	ZIP file	Jul 15, 2019
19-010_DTM_NASSAU_POST_USACE.xyz	XYZ file	Jul 15, 2019
19B0022Volume2Specs.pdf	PDF	Jul 15, 2019
19B0022Volume1Specs.pdf	PDF	Jul 15, 2019
19-103_KBEC_Survey.zip	ZIP file	Jul 15, 2019

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: MMMMMMMMM YYYY

XXXXXX-XX-X-XXXX

VOLUME X

JACKSONVILLE DISTRICT

G-06 CONTROL DATA - INNER CHANNEL

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

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

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STATE PARK

FORT CLINCH

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

F L O R I D A

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C-05

C-06

CIVIL

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C-08

C-09

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SHEET TITLESHEET ID

GENERAL NOTES AND SURVEY NOTES

PROJECT OVERVIEW

CONTROL DATA - ENTRANCE CHANNEL

C-20

C-11

C-12

C-13

C-14

C-15

C-16

C-17

C-18

C-19

C-21

C-22

C-23

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

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

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 DISPOSAL PLAN - OFFSHORE DISPOSAL AREA (D/A-O)

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

W912EP19B0022

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

DRAWING WHERE SHOWN

OUT IN DETAIL

LOCATION CALLED

SMALL CONDITIONS DETAIL INDICATOR

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

EXTERIOR ELEVATION

DRAWING WHERE SHOWN

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

F6 F3

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

A-32 M-51

A-21A-21

GENERAL NOTES

GENERAL SYMBOLOGY

LEGEND - NAVIGATION

CB-JH99-22 IDENTIFIER

P-JH99-22 IDENTIFIER

GS-JH99-22 IDENTIFIER

VB-JH99-22 IDENTIFIER

CORE BORING

PROBE

GRAB SAMPLE

VIBRACORE BORING

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

NO WAKE

SIGN

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

SHOWN

DRAWING WHERE

SHOWN

DRAWING WHERE

IN THE DIRECTION OF ARROW

MONUMENT FALLS OFF THE PAGE

CONTROL POINT

VERTICAL / TIDAL CALIBRATION

GRASS OR MARSH AREA

PID AF31

STAGING / UNLOADING AREA

DISCIPLINE DESIGNATOR

ELEVATION AND LOCATION

1 ACCEPTANCE SECTION

PROJECT CHANNEL

DREDGING AREAS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

TIDE STAFF

BOUNDARY LINE (SEE NOTE 5.)

49.5

DREDGING EXCLUSION AREAS

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

TITLE

CROSS SECTION

SEE SHEET G-03 FOR SURVEY NOTES.

W.T.B.W.

W.T.B.

W.A.C.

VERT

USCG

USC

USACE

TYP

TOS

TOL

TOB

T.T.B.

T.A.C.

STA

STB

SSB

RGE

RFI

PID

ODMDS

N.T.S.

NTB

NSB

NOAA

NGVD29

NAVD88

NAD 83

M.T.B.

M.T.B.A.C.

MLW

MLLW

MHW

KBEC

ICW

HORIZ

FDOT

FDEP

EOB

ENV

EL / ELEV

ECL

DWG

DMMU

D/B

COR

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 DATUM OF 1983

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'S REPRESENTATIVE

PRODUCTS & SERVICES

CENTER FOR OPERATIONAL OCEANOGRAPHIC

CENTERLINE

CHANNEL

CONSTRUCTION BASELINE

BOULEVARD

ALAFIA RIVER CHANNEL

APPROXIMATE

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I0 s y m b .d g n

FORT CLINCH AQUATIC PRESERVE AREA

IDENTIFIERSS-KBEC09-20

PIPELINE ROUTE

FDEP RANGE MONUMENT

AND LOCATION

SURFICIAL SAMPLE DESIGNATION

SIGNIFICANT CULTURAL RESOURCE

NEARSHORE DISPOSAL AREA

OCEAN DISPOSAL AREA

ONLY AND ARE NOT TO BE USED FOR MEASUREMENTS (DATED 2016).

7. 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.

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

O.F.W. CRITERIA.

ARE ALSO LOCATED IN THE AQUATIC PRESERVE BUT ARE EXEMPT FROM

(O.F.W.). SOME PORTIONS OF THE FEDERAL CHANNEL AND SETTLING BASINS

5. THE FORT CLINCH AQUATIC PRESERVE IS AN OUTSTANDING FLORIDA WATER

PLANE EAST COORDINATE SYSTEM.

4. ALL BEACH DRAWINGS (C-32 THRU C-35) ARE BASED ON THE FLORIDA STATE

ARE BASED ON THE GEORGIA STATE PLANE EAST COORDINATE SYSTEM.

3. ALL DREDGING (C-01 THRU C-29), NEARSHORE (C-30), AND ODMDS (C-31) DRAWINGS

1983 (NAD83)

SYSTEM AND BOTH ARE REFERENCED TO THE NORTH AMERICAN DATUM OF

2. UNITS OF U.S. SURVEY FEET ARE USED FOR BOTH STATE PLAN COORDINATE

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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SURVEY NOTES: ENTRANCE CHANNEL

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

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

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

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

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

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

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

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

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

SB-4616 FEB 2019CUT-1N, STA 350+00 - 360+00

SV FLORIDA II02 FEB 2019CUT-1N, STA 360+00 - 501+24

SV FLORIDA II01 FEB 2019CUT-1N, STA 0+00 - 75+00

SV FLORIDA II23-25 JAN 2019CUT-1N, STA 75+00 - 350+00

SURVEY VESSEL DATE OF SURVEY AREA SURVEYED

TO STA. 350+00.

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

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

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

8. VERTICAL MEASUREMENTS WERE MADE USING A R2SONIC MODEL 2026 MULTI-BEAM SYSTEM,

(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)

FOLLOWING REFERENCE BASE LOCATION:

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

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

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

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

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

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

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

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

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

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

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

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

1. REFER TO SURVEY NO. 19-103.

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

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

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

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

THE SURVEY AND IS NOT TO BE USED FOR NAVIGATION.

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

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

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

10. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

SB-368 NOV 2018RGE-D, STA 28+000 TO 30+748 & RGE-E, STA 30+748 TO 35+999

SB-367 NOV 2018RGE-B, RGE-C & RGE-D, STA 22+547 TO 28+000

SB-366 NOV 2018RGE-A, RGE A-1 & RGE-A2

SB-365 NOV 2018RGE-F, RGE-G, STA 37+600 TO 39+000 & SITE-6 (SOUTH)

SB-364 NOV 2018RGE-I, EHW-2, WARPING WHARF & REFIT WHARF

SB-363 NOV 2018RGE-G, STA 39+000 TO 42+217 & RGE-H

VESSEL DATE OF SURVEY AREA SURVEYED

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

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

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

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

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

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

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

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

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

FOLLOWING REFERENCE BASE LOCATIONS:

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

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

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

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

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

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

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

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

1. REFER TO SURVEY NO. 19-049.

SURVEY NOTES: INNER CHANNEL

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

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

REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH

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

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

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

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

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

FLORIDA II 27 NOV - 7DEC 2018 ODMDS, DA-O

SURVEY VESSEL DATE OF SURVEY AREA

SOUNDER. SOUNDINGS SHOWN IN HIGH-FREQUENCY.

SYSTEM AND ROSS SMARTSOUNDER DUAL FREQUENCY 28/200 KHZ SINGLE BEAM

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

P.I.D.- BBCK39

*TIDE STAFF LOCATED AT "RICHARD E. BONNER"

P.I.D-. BBCB08

*REFERENCE BASE LOCATED AT "BATH HOUSE ARP"

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:

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

THE NORTH AMERICAN DATUM OF 1983 (NAD 83).

PROJECTION FOR THE EAST ZONE OF GEORGIA AND REFERENCED TO

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

BY A (+) SIGN.

4. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEEDED

"KINGS BAY-2013 06 26.KTD".

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

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

TO THE 1983-2001 TIDAL EPOCH.

REPORTED MEAN LOWER LOW WATER (MLLW) TIDAL DATUM RELATIVE

2. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO THE NOAA

1. REFER TO SURVEY NO. 18-265.

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

SURVEYING, 30 NOV 2013.

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

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

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

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

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

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

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

D/A-N EXPANDED COVERAGE 17 JAN 2019 SV FLORIDA II

D/A-N TARGET AREA5-6 DEC 2018 SV FLORIDA II

DATE OF SURVEY AREA VESSEL

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

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

7. VERTICAL MEASUREMENTS WERE MADE USING A R2 SONIC MODEL 2024 MULTI-BEAM SYSTEM

OPUS PID: BBCK39

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

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

WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

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

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

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

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

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

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

NOAA TIDAL STATION 872-0030, FERNANDINA BEACH, AMELIA RIVER, FLORIDA.

SITE SPECIFIED BELOW:

TO THE PUBLISHED MLLW HEIGHTS OF THE BENCH MARKS ASSOCIATED WITH THE TIDE GAGE

ATMOSPHERIC ADMINISTRATION (NOAA). NOAA’S VDATUM MODEL WAS USED AND CALIBRATED

TIDAL DATUM, TIDAL EPOCH 1983-2001, AS REPORTED BY THE NATIONAL OCEANIC AND

2. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW)

1. REFER TO SURVEY NO. 18-266.

CHANNEL SURVEY NOTES

G-03

N E

R A

L N

O T

E S A

N D S

U R

V E

Y N

O T

E S

BEACH SURVEY NOTES

E V

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

-K

B E

C -G

I0 n o te s .d g n

DISPOSAL AREAS SURVEY NOTES

SURVEY NOTES: NORTH BEACH

THE SIGNING PARTY OR PARTIES.

SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF

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

LICENSED SURVEYOR AND MAPPER THIS SURVEY IS NOT VALID.

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

CONDITIONS AT THAT TIME.

INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL

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

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

PROFILES WERE CAPTURED USING AN ODOM DIGI-BAR VELOCIMETER.

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

QUALITY ASSURANCE DATA WAS COLLECTED DAILY AND RECORDED IN HYPACK LINE

MV WAVEMASTER, ODOM ECHOTRAC CV100 FATHOMETER. CALIBRATION AND

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

CONTROL DURING FIELD OPERATIONS.

PUBLISHED/ESTABLISHED MARKS WERE PERFORMED TO MAINTAIN QUALITY

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

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

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

ADDITIONAL PROFILE DATA WAS COLLECTED ALONG LINES ROUGHLY HALFWAY

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

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

FEET.

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

1988 (NAVD88).

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

FLORIDA EAST ZONE (0901).

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

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

BETWEEN THE DATES 18 AND 26 MARCH, 2019.

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

1. REFER TO SURVEY 19-010.

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

STA. 71+00 CUT-1N

CERTIFICATION REQUIRED LINE - HOPPER (CRL-H LINE)

NAVAL SUBMARINE BASE KINGS BAY

C U

M B E

R L A

N D S

O U

N D

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

4000' 8000'0

VOLUME (CY)

DREDGE

TOTAL

VOLUME (CY)

OVERDEPTH

2 FT ALLOWABLE

VOLUME (CY)

DEPTH

REQUIRED

(FT)

DEPTH

REQUIRED

AREA

DISPOSAL

DESIGNATED

ESTIMATED DREDGING QUANTITIES

119+00

CHANNEL LOCATION

STATIONING

ENDBEGINSEGMENT

CHANNEL

CUT-1N

D/A-O

200+00100+00CUT-1N

CUT-1N 49

RANGE-D TO E

200+00

230+00

24+700

230+00

360+00

31+800

800,000

50,000

CUT-1N 49

AREA

DISPOSAL

QUANTITY (CY)

DISPOSAL

D/A-O

D/A-N

TOTAL

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

20,000

5,000 25,000

370,000 430,000

30,000

TOTAL 515,000 685,000 1,200,000

20,000 50,000

40,000 90,000

80,000 100,000

800,000

1,200,000

NOTE:

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

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING

TO NORTH AMERICAN DATUM OF 1983 (NAD83).

GEORGIA STATE PLANE EAST COORDINATE SYSTEM AND REFERENCE

PLANE COORDINATES SHOWN ON THIS DRAWING ARE BASED ON THE

NOTES:

FORT CLINCH AQUATIC PRESERVE BOUNDARY

FLORIDA GEORGIA STATE BOUNDARY LINE

S T

A C

U T -1

S T

U T -1

3 NAUTICAL MILE LIMIT STATE TERRITORIAL WATERS

FORT CLINCH AQUATIC PRESERVE BOUNDARY

SAINT MARYS ENTRANCE

KINGS BAY ENTRANCE CHANNEL

O F S

O U

T H J

E T

T Y T

O C

E N

T E

R O

F D /A -N

.7 N

A U

A L M

S F

R O

M E

N D

A M E L I

L A N D

C U

M B

E R

L A

N D

L A

N D

N O

R T

H B

E A

C H D

P O

E A

(D /A -N

D/A-NB 345,000

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

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

227+50 D/A-NB

D/A-NB

D/A-NB & D/A-N

D/A-NB

30,000D/A-N

CUT-1N NSB

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

55,000

RANGE-

R-13

R-20

(D/A-N)

DISPOSAL AREA

NEARSHORE

(D/A-F)

DISPOSAL AREA

FORT CLINCH

(D/A-O)

DISPOSAL AREA

FERNANDINA OCEAN

REMOVAL (OPTION A)

TILLING & ESCARPMENT

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G D

A T

E N

A M

A N

S I E

M M

M Y

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

J L

A G

R O

N E

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

A N

-F

O O

T P

R O J E

C T

C A

M D

E N C

O U

N T

G E

O R

A S

S A

U C

O U

N T

Y F

L O

B O

A U

S T

N A

V A

L S

U B

M A

E B

A S

E K

G S B

A Y E

N T

R A

N C

E C

H A

N N

E L

M A

T E

N A

N C

E D

R E

D G

G C

U T -1

N T

H R

O U

G H R

A N

G E -E

W E

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G D

A T

E N

A M

A N

S I E

M M

M Y

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

J L

A G

R O

N E

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

S T

N A

V A

L S

U B

M A

E B

A S

E K

G S B

A Y E

N T

R A

N C

E C

H A

N N

E L

M A

T E

N A

N C

E D

R E

D G

G C

U T -1

N T

H R

O U

G H R

A N

G E -E

W E

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

SCALE 1" = 2000'

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

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

VERTICAL / TIDAL CALIBRATION CONTROL POINT

HORIZONTAL AND VERTICAL CONTROL POINT

867 9511 F TIDAL

KBFD-1

USCG KINGS BAY ARP

RICHARD E. BONNER

BATH HOUSE ARP

BBBW69

N/A

BBDK29

BBCK39

BBCB08

292,230.SC

287,700.SC

287,675.63

245,067.46

255,327.18

859,850.SC

866,210.SC

866,092.39

876,656.40

887,895.07

12.52

7.15

22.24

7.35

27.87

16.57

11.10

N/A

11.17

N/A

KBFD-1

USCG KINGS BAY ARP

867 9511 F TIDAL

RICHARD E. BONNER

( GEORGIA STATE PLANE EAST COORDINATE SYSTEM )

BATH HOUSE ARP

SURVEY CONTROL POINTS

MONUMENT WAS USED FOR A PARTICULAR SURVEY.

4. REFER TO THE SURVEY NOTES FOR INFORMATION REGARDING WHICH

HORIZONTAL CONTROL.

TO BE USED AS A VERTICAL CALIBRATION/CHECK POINT, NOT FOR

3. "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 /

2. "ARP" AS USED ABOVE INDICATES THAT THIS MARK IS AN OPERATIONAL GPS

TO NORTH AMERICAN DATUM OF 1983 (NAD83).

GEORGIA STATE PLANE EAST COORDINATE SYSTEM AND REFERENCE

1. PLANE COORDINATES SHOWN IN THIS TABLE ARE BASED ON THE

NOTES:

T C

H L

E S

H E

E T G

-0 S

T A

U T -1

Y=250000

Y=260000

Y=270000

Y=280000

Y=290000

Y=300000

2000' 4000'0

TO NORTH AMERICAN DATUM OF 1983 (NAD83).

GEORGIA STATE PLANE EAST COORDINATE SYSTEM AND REFERENCE

PLANE COORDINATES SHOWN ON THIS DRAWING ARE BASED ON THE

SCALE 1" = 2000'

-K

B E

C -G

I1 c o n tr o l.

d g n

G-06

G E

N E

R A

E R C

H A

N N

E L

FLORIDA GEORGIA STATE BOUNDARY LINE

CONTROL DATA - INNER CHANNEL

C O

N T

R O

L D

A T

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G D

A T

E N

A M

A N

S I E

M M

M Y

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

J L

A G

R O

N E

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

A N

-F

O O

T P

R O J E

C T

C A

M D

E N C

O U

N T

G E

O R

A S

S A

U C

O U

N T

Y F

L O

B O

A U

S T

N A

V A

L S

U B

M A

E B

A S

E K

G S B

A Y E

N T

R A

N C

E C

H A

N N

E L

M A

T E

N A

N C

E D

R E

D G

G C

U T -1

N T

H R

O U

G H R

A N

G E -E

W E

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

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G D

A T

E N

A M

A N

S I E

M M

M Y

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

J L

A G

R O

N E

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

S T

N A

V A

L S

U B

M A

E B

A S

E K

G S B

A Y E

N T

R A

N C

E C

H A

N N

E L

M A

T E

N A

N C

E D

R E

D G

G C

U T -1

N T

H R

O U

G H R

A N

G E -E

W E

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

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

SCALE 1" = 2000'

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

74 81 A07

74 81 A09

STEPHEN C. DUBA, P.E.

DESIGNATION PID NORTHING EASTING NAVD88

BIG R

STEPHEN C. DUBA, P.E.

74 81 A07

74 81 A09

BBDQ71

BBFF38

N/A

DE5883

2,313,244.26

2,302,997.82

2,308,812.34

2,303,599.59

511,661.72

520,499.50

521,138.22

520,525.46

8.08

17.12

5.86

12.63

SURVEY 19-010 * * * * PROJECT CONTROL

HORIZONTAL AND VERTICAL CONTROL POINT

BIG R

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G D

A T

E N

A M

A N

S I E

M M

M Y

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

J L

A G

R O

N E

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

A N

-F

O O

T P

R O J E

C T

C A

M D

E N C

O U

N T

G E

O R

A S

S A

U C

O U

N T

Y F

L O

B O

A U

S T

N A

V A

L S

U B

M A

E B

A S

E K

G S B

A Y E

N T

R A

N C

E C

H A

N N

E L

M A

T E

N A

N C

E D

R E

D G

G C

U T -1

N T

H R

O U

G H R

A N

G E -E

W E

.5 .5

.8 .8

.7 .7

.5 .5

.0 .0

.4 .4

.2 7.

2 47

0 47

.0 .0

.7 .7

.3 .3

-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

"YLB-F"

PLANE COORDINATES

AIDS TO NAVIGATION

257,817

258,932

882,204

882,292

YLB-E

YLB-F

"YLB-E"

SS-KBEC09-1

VB-KB15-33

VB-KB15-34

VB-KB05-01

VB-KB05-03

VB-KB05-02

69.

68.

67.

66.

65.

64.

63.

62.

61.

60.

59.

58.

57.

56.

55.

54.

53.

52.

51.

49.

Y=257000

100' 200'0SCALE 1" = 100'

DREDGING PLAN

C-01

M A

T C

H L

E S

H E

E T C -1

T A R

A N

G E -A

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T

CUT-1N

RGE. 1600

RGE. 1250

RGE. 400

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

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

S T

A R

A N

G E -A

RGE. 1000

RANGE-A

RGE. 1241.1

RGE. 759

RANGE VARIES

SAINT MARYS ENTRANCE

KINGS BAY ENTRANCE CHANNEL

KINGS BAY INNER CHANNEL

SAINT MARYS RIVER

AMELIA ISLAND

S T

RGE. 1000

RGE. 750

SEE NOTE 1

BOUNDARY LINE OF FORT CLINCH AQUATIC PRESERVE

D R

E D

G P

L A

S T

T A C

U T -1

N -K

B E

C -C

N .d g n

NO DREDGING - THIS SHEET

NOTES:

KINGS BAY ENTRANCE CHANNEL (KBEC)

SOUTH TURNING BASIN (STB)

NORTH TURNING BASIN (NTB)

SEE NOTE 1

BOUNDARY LINE OF FORT CLINCH AQUATIC PRESERVE

NASSAU COUNTY SHORELINE

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

FEDERAL CHANNEL AND SIDE SLOPES LOCATED WITHIN THE AQUATIC

BOUNDARY LINES SHOWN IN THE PLANS. THE PORTIONS OF THE

1. THE FORT CLINCH AQUATIC PRESERVE IS LOCATED BETWEEN THE

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G D

A T

E N

A M

A N

S I E

M M

M Y

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

J L

A G

R O

N E

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

A N

-F

O O

T P

R O J E

C T

C A

M D

E N C

O U

N T

G E

O R

A S

S A

U C

O U

N T

Y F

L O

B O

A U

S T

N A

V A

L S

U B

M A

E B

A S

E K

G S B

A Y E

N T

R A

N C

E C

H A

N N

E L

M A

T E

N A

N C

E D

R E

D G

G C

U T -1

N T

H R

O U

G H R

A N

G E -E

W E

-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

7 57 .7

.9 5.

9 55

.7 .7

.3 .3

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