KBEC MD_FY22_Plans_20210812-Updated.pdf

PDF 37 MB Posted Sep 3, 2021

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, Florida
Solicitation number: W912EP21B0011
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation seeks maintenance dredging services for the Naval Submarine Base Kings Bay entrance channel in Camden County, Georgia and Nassau County, Florida. Work includes an estimated 1,101,500 cubic yards of dredging in the channel from Cut-1N through Range-E, with material to be disposed in the Fernandina Ocean Dredged Material Disposal Site, Fernandina Nearshore Disposal Area, and North Beach Disposal Area. An option for estimated 5 acres of tilling and escarpment removal at the Fort Clinch Disposal Area beach is also included. A pre-proposal teleconference will be held on September 22, 2021. The invitation for bid is expected to be issued on September 3, 2021 with bids due on October 29, 2021. The project is valued between $15-20 million and work must be completed within 160 calendar days of notice to proceed using a Coast Guard certified hopper dredge. Interested vendors must register on SAM.gov to receive solicitation amendments and be eligible for award. The solicitation will be issued and posted electronically on SAM.gov.

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Other files

File	Type	Posted
C.04.01 Revised Abstract, KBEC (W912EP21B0011).pdf	PDF	Nov 5, 2021
C.04.01 Abstract, KBEC (W912EP21B0011).pdf	PDF	Oct 29, 2021
W912EP21B0011 Amendment 0004.pdf	PDF	Oct 27, 2021
W912EP21B0011 Amendment 0003.pdf	PDF	Oct 19, 2021
W912EP21B0011 Amendment 0002.pdf	PDF	Oct 5, 2021
PREBID SITE VISIT SIGN-IN.pdf	PDF	Sep 23, 2021
W912EP21B0011 Amendment 0001.pdf	PDF	Sep 14, 2021
21B0011KBECMDFY22Volume2Specs_RTA.pdf	PDF	Sep 3, 2021
B.08.02 Specs Vol. I, KBEC FY22 (W912EP21B0011).pdf	PDF	Sep 3, 2021
GDR_KBEC_FY22 final 5-11-21_Updated_08JUNE21.pdf	PDF	Sep 3, 2021

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DREDGING PLAN - STA. 112+00 TO STA. 142+00 CUT-1N

DREDGING PLAN - STA. 142+00 TO STA. 172+00 CUT-1N

DREDGING PLAN - STA. 172+00 TO STA. 202+00 CUT-1N

DREDGING PLAN - STA. 202+00 TO STA. 232+00 CUT-1N

DREDGING PLAN - STA. 232+00 TO STA. 262+00 CUT-1N

DREDGING PLAN - STA. 262+00 TO STA. 292+00 CUT-1N

DREDGING PLAN - STA. 292+00 TO STA. 322+00 CUT-1N

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

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

NAVAL SUBMARINE BASE KINGS BAY

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

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

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

DREDGING PLAN - STA. 322+00 TO STA. 352+00 CUT-1N

DREDGING PLAN - STA. 352+00 TO STA. 382+00 CUT-1N

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

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

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

C-24

C-25

C-26

C-27

C-28 DREDGING SECTIONS - ENTERANCE CHANNEL

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DREDGING SECTIONS - INNER CHANNEL

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

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

C-33

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C-31

TERMS AND ABBREVIATIONS - GENERAL SYMBOLOGY

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. 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 - BEACH DISPOSAL AREA

SOLICITATION NO.:

49, 45, AND 44-FOOT PROJECT

CAMDEN COUNTY, GEORGIA & NASSAU COUNTY, FLORIDA

NAVAL SUBMARINE BASE KINGS BAY - ENTRANCE CHANNEL

MAINTENANCE DREDGING CUT-1N THROUGH RANGE-E

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SAINT MARYS ENTRANCE

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

W912EP21B0011

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

REFERENCE SYMBOL KEY

TERMS AND ABBREVIATIONS

400'0 200'20' 40'0

GENERAL NOTESGENERAL SYMBOLOGY

LEGEND - NAVIGATION

VB-JH99-22

VIBRACORE BORING

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

SHOWN

DRAWING WHERE

CONTROL POINT

VERTICAL / TIDAL CALIBRATION

GRASS OR MARSH AREA

DISCIPLINE DESIGNATOR

ELEVATION AND LOCATION

PROJECT CHANNEL

DREDGING AREAS

49.5

DREDGING EXCLUSION ZONE

CROSS SECTION

C-16

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DRAWING AREA - PLAN

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CHANNEL CL PI POINT

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IDENTIFIERSS-KBEC09-20

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FDEP RANGE MONUMENT

NEARSHORE DISPOSAL AREA

OCEAN DISPOSAL AREA

AVOIDANCE AREA

IDENTIFICATION

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SURFICIAL SAMPLE DESIGNATION

ACCESS/STAGING AREA

COASTLINE

STATE BOUNDARY LINE

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EXISTING BOTTOM

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FULL CROSS SECTION

DRAWING AREA - CROSS SECTION PROFILE

NSB01

O.F.W. BOUNDARY LINE

CHANNEL LIMIT

WIDENER LIMIT

CHANNEL CENTERLINE

CONTROL POINT

HORIZONTAL AND VERTICAL

(PLAN VIEW)

BEACH DISPOSAL AREA

(PROFILE VIEW)

BEACH DISPOSAL AREA

IDENTIFIER

OF SYMBOLS SHOWN ON THIS SHEET.

ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU

CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE. ADDITIONAL LEGENDS AND/OR

6. THE LEGENDS ON THIS SHEET ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE

(AERIAL IMAGERY DATED MARCH 2018).

THESE DRAWINGS IS FOR GENERAL INFORMATION ONLY AND IS NOT TO BE USED FOR MEASUREMENTS

AFFECT THE PERFORMANCE OF CONSTRUCTION OF THIS PROJECT. THE AERIAL IMAGERY SHOWN ON

RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT ARE NECESSARY FOR OR

FOR INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY. THE CONTRACTOR IS

5. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES DEPICTED ON THESE DRAWINGS ARE

CHANNEL CENTERLINE.

U.S. SURVEY FEET. UNLESS OTHERWISE INDICATED, ALL STATIONS REFER TO DISTANCE ALONG THE

4. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS ARE IN THE UNITS OF

PLUS SYMBOL (+).

REPRODUCE, A SURVEY. ALL ELEVATIONS SHOWN ABOVE REFERENCED DATUM ARE ASSIGNED THE

CALIBRATION/VERIFICATION STATIONS, OR BENCHMARKS TO BE EMPLOYED TO CONDUCT, OR

ACCOMPANYING THESE PLANS FOR THE APPLICABLE PROJECT KTD FILE NAME AND TIDAL

PUBLISHED TIDE GAUGE IS NOT TO BE USED FOR AN ENTIRE PROJECT. REFER TO SURVEY NOTES

DATUM OF 1988 (NAVD88) VARIES ALONG THE EXTENTS OF A PROJECT; A SINGLE VALUE FROM A

TIDE GAUGE INFORMATION. THE RELATIONSHIP BETWEEN MLLW AND THE NORTH AMERICAN VERTICAL

KINEMATIC TIDAL DATUM (KTD) MODEL, BASED ON NOAA’S VDATUM PROGRAM AND PUBLISHED NOAA

WATER (MLLW) TIDAL DATUM, 1983-2001 EPOCH. MLLW IS REALIZED DURING SURVEY OPERATIONS VIA A

3. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE REFERENCED TO THE MEAN LOWER LOW

ARE VERTICALLY REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

THE 2011 ADJUSTMENT OF THE NORTH AMERICAN DATUM OF 1983 (NAD83(2011)). BEACH DRAWINGS

STATE PLANE COORDINATE SYSTEM OF 1983, FLORIDA EAST ZONE (0901), AND ARE REFERENCED TO

1983 (NAD83(2011)). ALL BEACH DRAWINGS (C-32 THRU C-34) ARE HORIZONTALLY REFERENCED TO THE

ZONE (1001), AND ARE REFERENCED TO THE 2011 ADJUSTMENT OF THE NORTH AMERICAN DATUM OF

HORIZONTALLY REFERENCED TO THE STATE PLANE COORDINATE SYSTEM OF 1983, GEORGIA EAST

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

BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED

ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

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

USCG

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NORTH SETTLING BASIN

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN VERTICAL DATUM OF 1988

NORTH AMERICAN DATUM OF 1983

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

KINGS BAY ENTRANCE CHANNEL

FOOT/FEET

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

ELEVATION

EROSION CONTROL LINE

DATABASE

CUBIC YARD

PRODUCTS & SERVICES

CENTER FOR OPERATIONAL OCEANOGRAPHIC

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CONSTRUCTION BASELINE

BOULEVARD

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DISPOSAL AREAS SURVEY NOTES

SURVEY NOTES: ENTRANCE CHANNEL

SURVEY NOTES: DA-N (NEARSHORE 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.

ODMDS D/A-O 01 DEC 2020 SV FLII

VESSEL DATE OF SURVEY AREA

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

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

7. VERTICAL MEASUREMENTS WERE MADE USING A R2 SONIC MODEL 2026 MULTI-BEAM SYSTEM

OPUS PID: BBCK39

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

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

WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

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

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

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

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

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

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

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

SITE SPECIFIED BELOW:

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

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

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

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

1. REFER TO SURVEY NO. 21-039.

SURVEY NOTES: NORTH BEACH

SURVEYED AT THAT TIME.

CAN ONLY BE CONCEDERED AS INDICATING THE GENERAL CONDITIONS

RESULT OF THE SURVEYS MADE ON THE DATES INDICATED ABOVE AND

10. THE INFORMATION DEPICTED BY THIS SURVEY REPRESENTS THE

REDUNDANCY/QUALITY CONTROL IN THE COLLECTED ELEVATIONS.

COLLECTED WITH SIGNIFICANT OVERLAP, AND SHOWED A FAVORABLE

9. THE UPLAND/TOPOGRAPHIC AND HYDROGRAPHIC DATA WAS

PROFILES WERE CAPTURED USING AN ODOM DIGI-BAR VELOCIMETER.

FILES ARE REFERENCED IN THE FIELD NOTES. SOUND VELOCITY

COLLECTED DAILY AND RECORDED IN HYPACK LINE FILES. THE DATA

CONTROL POINT. CALIBRATION AND QUALITY ASSURANCE DATA WAS

THE VERTICAL COMPONENT WAS VERIFIED ON LAND TWICE DAILY AT A

FATHOMETER OPERATING AT 200 KHZ AND 33KHZ AND HYPACK 2019.

AN APPLANIX POS MV SURFMASTER, ODOM CV 100 DUAL FREQUENCY

CONTROL CHECKS. IN ADDITION, THE HYDROGRAPHIC SURVEY UTILIZED

GPS TECHNIQUES, INCLUDING DAILY PRE-SURVEY AND POST, QUALITY

8. ALL DATA WAS COLLECTED EMPLOYING REAL TIME KINEMATIC (RTK)

U.S. SURVEY FEET.

7. ALL POSITIONS AND ELEVATIONS ARE EXPRESSED IN THE UNITS OF

PLANS.

VERTICAL SURVEY CONTROL POINTS AS TABULATED WITHIN THESE

6. SURVEY DATA WAS COLLECTED RELATIVE TO THE HORIZONTAL AND

DATUM OF 1988 (NAVD88) U.S. SURVEY FEET.

5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL

SYSTEM, FLORIDA EAST ZONE.

AMERICAN DATUM OF 1983 (2011), FLORIDA STATE PLANE COORDINATE

4. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH

MONITORING SYSTEM.

BETWEEN THE FULL RANGE LINES OF THE NASSAU COUNTY BEACH

SO-CALLED “HALF”LINES GENERALLY FALLING AT THE MID-POINT

END AND RUNNING THROUGH R-38 TO THE SOUTH, INCLUDING THE

DESIGNATED INTERMEDIATE LINES BEGINNING WITH R-09 ON THE NORTH

3. THIS SURVEY WAS LIMITED TO PROFILES OF RANGE MONUMENTS AND

THE DATES 05-07 APRIL 2021.

2. THIS SURVEY WAS PERFORMED BY DEGROVE SURVEYORS, INC. ON

1. REFER TO SURVEY NO. 21-078.

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

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

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

WERE FOLLOWED 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.

RGE-E, STA 30+748-31+60031 JAN 2020SB-36

RGE-A, RGE-A1, RGE-A2 & RGE-B30 JAN 2020SB-36

RGE-C & RGE-D29 JAN 2020SB-36

CUT-1N, STA 75+00 TO 200+0014 JAN 2021SV FLII

CUT-1N, STA 200+00 TO 350+0013 JAN 2021SV FLII

CUT-1N, STA 350+00 TO 501+2412 JAN 2021SV FLII

AREA DATE OF SURVEY VESSEL

THE EXCEPTION OF STA 200+00-350+00 CUT-1N WHICH IS IN LOW FREQUENCY (28KHZ).

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

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

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

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

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

E. BONNER". (OPUS PID: BBCK39)

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

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

FOLLOWING REFERENCE BASE LOCATIONS:

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

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

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

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

A HYPACK KINEMATIC TIDAL DATUM (KTD) FILE. FILE NAME: KINGSBAY-2013 06 26.KTD.

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

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

RANGE-A THRU E.

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

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

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

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

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

1. REFER TO SURVEY NO. 21-083.

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

SURVEYING, 30 NOV 2013 AND EM110-2-6056, STANDARDS AND PROCEDURES FOR REFERENCING

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

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

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

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

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

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

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

D/A-N TARGET AREA07 & 08 DEC 2020SV FLII

VESSEL DATE OF SURVEY AREA

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

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

7. VERTICAL MEASUREMENTS WERE MADE USING A R2 SONIC MODEL 2026 MULTI-BEAM SYSTEM

“RICHARD E. BONNER”, OPUS PID: BBCK39

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

REFERENCE BASE LOCATED AT "BATH HOUSE ARP" OPUS PID: BBCB08, 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. 21-042.

A T

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D E

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M A

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S U

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D B

D A

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C T N

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K E

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U E D

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13 14

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US Army Corps

U .S

A R

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P S O

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A N

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L Y pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Navigation Projects\Kingsbay\KBEC MD FY22\080 - Plans\01 General\G-04

A N

-F

O O

T P

R O J E

C T

C A

M D

E N C

O U

N T

G E

O R

A S

S A

U C

O U

N T

Y F

L O

B O

A N

A V

A L S

U B

M A

E B

A S

E K

G S B

A Y E

N T

R A

N C

E C

H A

N N

E L

M A

T E

N A

N C

E D

R E

D G

G C

U T -1

N T

H R

O U

G H R

A N

G E -E

H T

R O

C H

W E

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

Y=300000

Y=290000

Y=280000

Y=270000

Y=260000

Y=250000

Y=240000

Y=230000

Y=220000

Y=210000

Y=200000

Y=190000

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

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

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

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

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

BEACH

FERNANDINA

STATE PARK

FORT CLINCH

AREA

PRESERVE

AQUATIC

FORT CLINCH

ISLAND

CRAB

CUT-2N

CUT-1N

RANGE-A

RANGE-A1

R A

N G

E -A

R A

N G

E -B

R A

N G

E -C

R A

N G

E -D

R A

N G

E -E

RANGE-G

R A N G E -F

BY DISPOSAL AREA

ESTIMATED QUANTITIES

NAVAL SUBMARINE BASE KINGS BAY

C U

M B E

R L A

N D S

O U

N D

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

4000' 8000'0

AREA

DISPOSAL

QUANTITY (CY)

DISPOSAL

TOTAL

NOTE:

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

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING

NOTES:

FORT CLINCH AQUATIC PRESERVE BOUNDARY

FLORIDA GEORGIA STATE BOUNDARY LINE

S T

A C

U T -1

S T

U T -1

3 NAUTICAL MILE LIMIT STATE TERRITORIAL WATERS

FORT CLINCH AQUATIC PRESERVE BOUNDARY

SAINT MARYS ENTRANCE

KINGS BAY ENTRANCE CHANNEL

O F S

O U

T H J

E T

T Y T

O C

E N

T E

R O

F D /A -N

.7 N

A U

A L M

S F

R O

M E

N D

A M E L

L A N D

C U

M B

E R

L A

N D

L A

N D

283,500

R-16

R-23

VOLUME (CY)

DREDGE

TOTAL

VOLUME (CY)

OVERDEPTH

2 FT ALLOWABLE

VOLUME (CY)

DEPTH

REQUIRED

(FT)

DEPTH

REQUIRED

AREA

DISPOSAL

DESIGNATED

ESTIMATED DREDGING QUANTITIES

119+00

CHANNEL LOCATION

STATIONING

ENDBEGINSEGMENT

CHANNEL

CUT-1N 100+00

CUT-1N

200+00

31+000

230+00

31+800

49 50,000

CUT-1N 49D/A-NB17+00 45+00

10,000

TOTAL

13,000

40,000 90,000

85,000

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

227+50 D/A-NB

D/A-NB

D/A-N

CUT-1N NSB

D/A-OCUT-1N 49230+00 340+00

49D/A-NB72+00 100+00 10,000

200+00

D/A-N

155,000

24+700 31+000 44D/A-NB

D/A-ORANGE-E

RANGE-D TO E

STA. 71+00 CUT-1N

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

(D/A-O)

DISPOSAL AREA

FERNANDINA OCEAN

(D/A-N)

DISPOSAL AREA

NEARSHORE

BOUNDARY

FL/GA

(D /A -N

P O

S A

L A

R E

N O

R T

H B

E A

C H

NORTH BEACH (D/A-NB)

NEARSHORE (D/A-N)

STA

+8 R

ANGE-

-K

B E

C -G

I0 o v e rv ie w .d g n

RANGE-C TO D 18+500 24+700

1,500 8,500 10,000

2,500 7,500

10,000 95,000

20,000 60,000 80,000

300,000 350,000 650,000

7,500 8,500

20,000 55,000 75,000

15,000 55,000 70,000

3,000

423,000 678,500 1,101,500

663,000

1,101,500

REMOVAL (OPTION A)

TILLING AND ESCARPMENT

OCEAN (D/A-O)

TO NORTH AMERICAN DATUM OF 1983 (NAD83).

GEORGIA STATE PLANE EAST COORDINATE SYSTEM AND REFERENCE

1. PLANE COORDINATES SHOWN ON THIS DRAWING ARE BASED ON THE

CONTRACT.

WORK. D/A-F WILL NOT BE UTILIZED AS A DISPOSAL AREA FOR THIS

ACCOMPANY OPTION A FOR BEACH TILLING AND ESCARPMENT REMOVAL

2. THE FORT CLINCH DISPOSAL AREA (D/A - F) LOCATION IS PROVIDED TO

(SEE NOTE 2)

(D/A-F)

DISPOSAL AREA

FORT CLINCH

PROJECT OVERVIEW

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M A

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S U

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D A

T E

C O

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R A

C T N

C H

E C

K E

D B

D R

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U E D

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US Army Corps

U .S

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M Y C

O R

P S O

F E

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G D

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O O

T P

R O J E

C T

C A

M D

E N C

O U

N T

G E

O R

A S

S A

U C

O U

N T

Y F

L O

B O

A N

A V

A L S

U B

M A

E B

A S

E K

G S B

A Y E

N T

R A

N C

E C

H A

N N

E L

M A

T E

N A

N C

E D

R E

D G

G C

U T -1

N T

H R

O U

G H R

A N

G E -E

H T

R O

C H

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

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

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

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

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

X-EASTING Y-NORTHING

KBEC AND KBIC CHANNEL CONTROL DATA NOTES:

U.S. NAVAL STATION KINGS BAY CHANNEL FRAMEWORK REPORT

THE HORIZONTAL REFERENCE FRAME FOR THIS PROJECT IS THE NORTH AMERICAN

DATUM OF 1983 (NAD83), BASED ON THE CURRENT VERSION OF THE NOAA NATIONAL

SPATIAL REFERENCE SYSTEM (NSRS). GRID COORDINATES ARE SHOWN IN THE

GEORGIA STATE PLANE COORDINATE SYSTEM (SPCS)-EAST ZONE (1001).

MEASUREMENT UNITS ARE THE U.S. SURVEY FOOT. CHANNEL STATIONING AND

OFFSET COORDINATES ARE RELATIVE TO THE INDICATED CHANNEL BASELINE FOR

EACH CHANNEL REACH. UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND

LIMITS CONFORM TO THE AUTHORIZED PROJECT DIMENSIONS, AS SHOWN IN THE

MASTER CHANNEL FRAMEWORK DESIGN FILE FOR THIS PROJECT.

THE TIDAL REFERENCE GRADE FOR THIS PROJECT IS MEAN LOWER LOW WATER

(MLLW), OF THE 1983-2001 NATIONAL TIDAL DATUM EPOCH, AS PUBLISHED BY THE

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA). ORTHOMETRIC

HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88).

THE NAVD88-MLLW RELATIONSHIP FOR THE EXTENTS OF THE PROJECT IS DERIVED

FROM THE NOAA VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 3.8, RELEASE

DATE OF 06 MARCH 2018. THIS MODEL WAS USED TO CONSTRUCT A KINEMATIC

TIDAL DATUM GRID FILE (KTD) ALLOWING FOR REAL TIME VERTICAL DATUM

CORRECTIONS. DUE TO ONGOING REFINEMENTS IN THE VDATUM MODEL, THE KTD

FILE MAY CONTAIN EDITS OR ADDITIONS DIFFERING FROM THE VDATUM MODEL IF IT

WERE TO BE USED AS A STAND ALONE PRODUCT FOR THE NAVD88-MLLW CALCULATION.

THESE EDITS ARE A RESULT OF EITHER OMISSIONS IN THE ORIGINAL VDATUM

COVERAGE, OR DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM VALUES

AT THOSE PUBLISHED SITES. AS A RESULT OF THIS, THE KTD FILE AND THE VDATUM

MODEL FILE ARE NOT TO BE CONSIDERED EQUIVALENT. ANY THIRD PARTY ATTEMPT

TO DUPLICATE THIS SURVEY SHALL OBTAIN THE KINEMATIC TIDE DATUM MODEL (KTD

FILE), REFERENCED IN THE NOTES ACCOMPANYING EACH SURVEY FROM THE

JACKSONVILLE DISTRICT. REFER TO SURVEY NOTES FOR “KTD” FILE NAME.

PPCPs ARE LISTED IN THE ACCOMPANYING SURVEY NOTES AND TABULATED ON THE

CONSTRUCTION PLANS. THESE SURVEY NOTES DETAIL WHICH HORIZONTAL AND

VERTICAL SURVEY CONTROL MARKS WERE USED TO SURVEY A PARTICULAR

REACH/CUT/ETC. OF THIS PROJECT. ANY ATTEMPT TO REPLICATE THE SURVEY

FURNISHED HEREIN MUST USE THE SURVEY CONTROL AS TABULATED,

ACCOMPANYING THE DESIGN SURVEY(S).

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS MUST

BE PERFORMED UTILIZING REAL-TIME KINEMATIC GLOBAL POSITIONING SYSTEM

(RTK-GPS) OR REAL-TIME NETWORK (RTN) GPS OBSERVATIONS, AND BE

REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE PPCPs WITHIN THE SURVEY

REPORT, SURVEY NOTES AND AS TABULATED WITHIN THESE PLANS.

AND GEOID MODEL ASSOCIATED WITH THE DATA SHOWN BY THE HYDROGRAPHIC

SURVEY FURNISHED WITHIN THESE PLANS.

HORIZONTAL REFERENCE SYSTEM:

VERTICAL REFERENCE SYSTEM:

TIDAL MODEL:

PRIMARY PROJECT CONTROL POINTS (PPCP) AND KTD TIDAL CALIBRATION SITES:

CONSTRUCTION SURVEY POSITIONING CRITERIA:

REFER TO THE ACCOMPANYING “SURVEY NOTES”AND “SURVEY COVER SHEET” FOR

THE SURVEY CONTROL MARKS, TIDAL CALIBRATION BENCH MARKS, “KTD” FILE NAME

FERNANDINA

OLD

BEACH

FERNANDINA

CLINCH

FORT

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

M A

T C

H L

E S

H E

E T G

-0 S

T A

A N

G E -A

Y=250000

Y=260000

Y=270000

Y=280000

Y=230000

Y=240000

NOTES:

TO NORTH AMERICAN DATUM OF 1983 (NAD83).

GEORGIA STATE PLANE EAST COORDINATE SYSTEM AND REFERENCE

PLANE COORDINATES SHOWN ON THIS DRAWING ARE BASED ON THE

2000' 4000'0

-K

B E

C -G

I1 c o n tr o l.

d g n

G E

N E

R A

E N

T R

A N

C E C

H A

N N

E L

C O

N T

R O

L D

A T

CONTROL DATA - ENTRANCE CHANNEL

G-05

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

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

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

X-EASTING Y-NORTHING

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

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

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

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

FERNANDINA

OLD

CLINCH

FORT

ISLAND

LITTLE TIGER

ISLAND

TIGER

A N

D D

R U

M P

C U

M B

E R

L A

N D I S

L A

N D

J O

L L

Y R

E R

C U

M B

E R

L A

N D S

O U

N D

RGE. 1000

RGE. 759

RGE. 1000

R G

E . 1

R G

E . 7

R G

E . 1

R G

E . 7

R G

E . 1

G E . 7

R G

E . 1

VARIES

RGE.

V A

S R

G E

V A

S R

G E

V I

R S

R G

E . 1

R G

E . 1

R G

E . 7

RGE. 1241.1

NAVAL SUBMARINE BASE KINGS BAY

MARYS

RIVER

ST.

RANGE-I

R A N G E -F

R A

N G

E -E

RANGE-G

R A N G E -H

R A

N G E -I

NOTES:

T C

H L

E S

H E

E T G

-0 S

T A

U T -1

Y=250000

Y=260000

Y=270000

Y=280000

Y=290000

Y=300000

2000' 4000'0

TO NORTH AMERICAN DATUM OF 1983 (NAD83).

GEORGIA STATE PLANE EAST COORDINATE SYSTEM AND REFERENCE

PLANE COORDINATES SHOWN ON THIS DRAWING ARE BASED ON THE

-K

B E

C -G

I1 c o n tr o l.

d g n

G-06

G E

N E

R A

E R C

H A

N N

E L

FLORIDA GEORGIA STATE BOUNDARY LINE

CONTROL DATA - INNER CHANNEL

C O

N T

R O

L D

A T

E L

E R

SAINT MARYS ENTRANCE

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

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

R E

L Y pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Navigation Projects\Kingsbay\KBEC MD FY22\080 - Plans\01 General\G-06

A N

-F

O O

T P

R O J E

C T

C A

M D

E N C

O U

N T

G E

O R

A S

S A

U C

O U

N T

Y F

L O

B O

A N

A V

A L S

U B

M A

E B

A S

E K

G S B

A Y E

N T

R A

N C

E C

H A

N N

E L

M A

T E

N A

N C

E D

R E

D G

G C

U T -1

N T

H R

O U

G H R

A N

G E -E

H T

R O

C H

W E

872 0030 N

CHANNEL SURVEY CONTROL

872 0030 N

KBFD-1

USCG KINGS BAY ARP

RICHARD E. BONNER

BATH HOUSE ARP

BBGX32

N/A

BBDK29

BBCK39

BBCB08

246,250 SC

287,700.SC

287,675.63

245,070.SC

255,327.18

876,960 SC

866,210.SC

866,092.39

876,660.SC

887,895.07

7.18

7.15

22.23

7.35

27.87

10.97

11.10

N/A

11.17

N/A

CHANNEL ONLY

CHANNEL / NEARSHORE / ODMDS

HORIZONTAL AND VERTICAL CONTROL POINT

CALIBRATION/CHECK POINT, NOT FOR HORIZONTAL CONTROL.

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

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

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

NOTES:

BATH HOUSE ARP

RICHARD E. BONNER

KBFD-1

USCG KINGS BAY ARP

VERTICAL / TIDAL CALIBRATION CONTROL POINT

DESIGNATION PID X-EASTING Y-NORTHING NAVD88 MLLW CONTROL USED AT EACH FEATURE

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G D

A T

E N

A M

A N

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

R E

L Y pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Navigation Projects\Kingsbay\KBEC MD FY22\080 - Plans\01 General\G-07

A N

-F

O O

T P

R O J E

C T

C A

M D

E N C

O U

N T

G E

O R

A S

S A

U C

O U

N T

Y F

L O

B O

A N

A V

A L S

U B

M A

E B

A S

E K

G S B

A Y E

N T

R A

N C

E C

H A

N N

E L

M A

T E

N A

N C

E D

R E

D G

G C

U T -1

N T

H R

O U

G H R

A N

G E -E

H T

R O

C H

W E

MON ID

X-EASTING Y-NORTHING

NASSAU COUNTY BEACH R-MONUMENTS

AZIMUTHS ARE GRID RECKONED CLOCKWISE FROM NORTH

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

COORDINATES (NAD83(90))

FLORIDA EAST ZONE PLANE

R-034

R-033

R-032

R-031

R-030

R-029

R-028

R-027

R-026

R-025

R-024

R-023

R-022

R-021

R-020

R-019

R-018

R-017

R-016

R-015

R-014

R-013

R-012

R-011

R-010

R-009

R-008

R-007

R-006

R-005

R-004

R-003

R-002

R-001

STATION

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

Y-NORTHING

CONSTRUCTION BASELINE

NORTH BEACH (D/A-NB)

N13

N12

N04

N03

N02

N01

N05

N06

N07

N08

N09

N10

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

X-EASTING

N11

EROSION CONTROL LINE (ECL) POINTS

Y-NORTHING

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

POINTS

VERTEX FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

49 518,908.30 2,291,278.28

48 519,141.67 2,292,365.12

47 519,209.85 2,292,667.93

46 519,279.27 2,293,219.51

45 519,308.29 2,293,475.51

44 519,339.56 2,293,644.65

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

X-EASTING

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

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)

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

X-EASTING Y-NORTHING

DSI BM 1

872 0009 D TIDAL

Z 326

STEPHEN C. DUBA, P.E.

74 81 A09

X 326

872 0009 D TIDAL

DSI BM 1

Z 326

X 326

STEPHEN C. DUBA, P.E.

74 81 A09

BC2462

N/A

BC0179

BC0178

BBFF38

DE5883

2,312,920.SC

2,313,402.95

2,308,500.SC

2,302,900.SC

2,302,997.82

2,303,599.59

511,730.SC

512,064.89

521,100.SC

520,700.SC

520,499.50

520,525.46

6.52

10.05

7.55

11.92

17.12

12.63

VERTICAL CONTROL POINT

HORIZONTAL AND VERTICAL CONTROL POINT

HORIZONTAL CONTROL.

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

1. "SC" INDICATES A SCALED HORIZONTAL POSITION. THIS POINT IS ONLY TO

NOTES:

BEACH SURVEY CONTROL

DESIGNATION PID X-EASTING Y-NORTHING NAVD88

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: G

N E

R A

G-07

CONTROL DATA - BEACH

N14

FORT CLINCH & SOUTH JETTY

AMELIA ISLAND

FERNANDINA

OLD

ST MARYS RIVER

ISLAND (GA)

CUMBERLAND

ISLAND

LITTLE TIGER

A M

E L

-K

B E

C -G

I1 P ln .d g n

B E

A C

H D

P O

S A

L A

R E

C O

N T

R O

L D

A T

ST MARYS ENTRANCE

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

S T A T E O F F L O R I D A

AND ESCARPMENT REMOVAL" FOR MORE INFORMATION.

SECTION 35 20 23 PARAGRAPH TITLED "FORT CLINCH BEACH TILLING

BEACH TILLING AND ESCARPMENT REMOVAL WORK. SEE SPECIFICATION

BASELINE IS PROVIDED TO ACCOMPANY OPTION A FOR FORT CLINCH

1. THE FORT CLINCH (D/A-F) AND SOUTH JETTY (D/A-SJ) CONSTRUCTION

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K E

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SHEET ID

®of Engineers

US Army Corps

U .S

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M Y C

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P S O

F E

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G D

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A N

-F

O O

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R O J E

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G S B

A Y E

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H A

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M A

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N A

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E D

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U T -1

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6 38

-0

C -0

C -1

C -0

C -1

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

KINGS BAY ENTRANCE CHANNEL

KEY PLAN

NTS

INNER CHANNEL

G S B

A Y

SS-KBEC09-1

VB-KB15-33

VB-KB15-34

VB-KB05-01

VB-KB05-03

VB-KB05-02

59.

56.

57.

69.

68.

0 68.

68.

67.

4 67.

67.

66.

8 66.

66.

8 66.

66.

8 66.

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65.

9 6

5.9

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8 65.

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9 6

4.9

64.

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8 62.

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6 61.

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3 61.

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0 61.

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2 60.

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4 58.

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2 57.

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8 56.

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4 53.

53.

52.

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5 51.

1 50.

9 50.

7 50.

AIDS TO NAVIGATION

X-EASTING Y-NORTHING

882,192 257,802

882,278 258,960

YLB-E (01/21)

YLB-F (01/21)

PLANE COORDINATES (NAD83(2011))

GEORGIA EAST ZONE

"YLB-E"

"YLB-F"

100' 200'0

DREDGING PLAN

C-01

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T

CUT-1N

RGE. 1600

RGE. 1250

RGE. 400

S T

A R

A N

G E -A

RGE. 1000

RANGE-A

RGE. 1241.1

RGE. 759

RANGE VARIES

SAINT MARYS RIVER

RGE. 1000

RGE. 750

D R

E D

G P

L A

-K

B E

C -C

N .d g n

NOTES:

KINGS BAY ENTRANCE CHANNEL (KBEC)

SOUTH TURNING BASIN (STB)

NORTH TURNING BASIN (NTB)

NASSAU COUNTY SHORELINE

Y= 259000

Y= 258000

Y= 257000

KINGS BAY INNER CHANNEL (KBIC)

A C

U T -1

A C

U T

A C

U T

A C

U T

A C

U T

(SEE NOTE 1)

FORT CLINCH AQUATIC PRESERVE

NORTHERN BOUNDARY LINE OF

KINGS BAY

CUMBERLAND ISLAND, GA

NORTH JETTY

FORT CLINCH STATE PARK

AMELIA ISLAND

EBB

FLOOD

M A

T C

H L

E S

H E

E T C -1

T A R

A N

G E -A

S T

A C

U T -1

PLUS 2-FOOT ALLOWABLE OVERDEPTH

49-FOOT REQUIRED DEPTH (KBEC)

MATERIAL TO BE PLACED IN D/A-NB

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

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

S T

A R

A N

G E -A

T A C

U T -1

FROM O.F.W. CRITERIA.

AND SIDE SLOPES LOCATED WITHIN THE AQUATIC RESERVE ARE EXEMPT

BOUNDARY LINES SHOWN. THE PORTIONS OF THE FEDERAL CHANNEL

1. THE FORT CLINCH AQUATIC PRESERVE IS LOCATED BETWEEN THE

SAINT MARYS ENTRANCE

(SEE NOTE 1)

SOUTHERN BOUNDARY LINE OF FORT CLINCH AQUATIC PRESERVE

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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

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G D

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A Y E

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-0

C -0

C -1

C -0

C -1

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

KINGS BAY ENTRANCE CHANNEL

KEY PLAN

NTS

INNER CHANNEL

G S B

A Y

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