A.03.04_KBEC_FY19_20180620.pdf

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: MMMMMMMMM YYYY

XXXXXX-XX-X-XXXX

VOLUME X

JACKSONVILLE DISTRICT

G-06

G-07

CONTROL DATA - INNER CHANNEL

U.S. NAVAL STATION KINGS BAY

MAINTENANCE DREDGING - ENTRANCE CHANNEL

CUT-1N THROUGH RANGE E

49, 45, AND 44-FOOT PROJECT

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

ISLAND

CRAB

K

IN

G S B

A Y

C U

M B

E R

L A

N D

IS

L A

N D

RIVER

MARYSST.

STATE PARK

FORT CLINCH

A M

E L

IA

R

IV

E R

BEACH

FERNANDINA

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

F L O R I D A

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

G E O R G I A

D N

U

D

A L

R E

B M

U

G-01

G

N E

R A

L

W912EP18B0005

O

V E

R A

N D S

H E

E T I

N D

E X

K B

E C

-G

I0

C o v e r.

d g n

C-10

GENERAL

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

G-03

G-04

C-01

C-02

C-03

C-04

C-05

C-06

CIVIL

C-07

C-08

C-09

G-05

SHEET TITLESHEET ID

TERMS AND ABBREVIATIONS - GENERAL SYMBOLOGY, AND TABLE OF CONTENTS

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

C-24

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

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

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

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

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

DREDGING SECTIONS - ENTRANCE CHANNEL

DREDGING SECTIONS - INNER CHANNEL

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

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

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

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

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

CONTROL DATA - D/A-F DISPOSAL AREA AND D/A-SJ DISPOSAL AREA

C-25 DISPOSAL SECTIONS D/A-F AND D/A-SJ

DISPOSAL PLAN - SOUTH JETTY DISPOSAL AREA (D/A-SJ)

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

A7

M-511

DRAWING WHERE SHOWN

OUT IN DETAIL

LOCATION CALLED

SMALL CONDITIONS DETAIL INDICATOR

SCALE REFERENCE

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

KEYNOTE INDICATOR

DRAWING REVISION INDICATOR

OBJECT CENTERLINE IDENTIFIER

AT

DEGREE(S)

INCHES

FEET-INCHES

FEET/FOOT

EQUAL TO

NUMBER

PERCENT

ELEVATION DATUM INDICATOR

(CONCST)

CONCRETE

CAST-IN-PLACE

(CONCLW)

PRECAST CONCRETE

(EARTH)

COMPACTED FILL

(GLELEV)

GLASS (ELEVATION)

(GRVCRE)

/FDM

DRAINAGE BLANKET

(GRVSCL)

BEDDING MATERIAL

(INSSCM)

CONCRETE MAT

(RIPRAP)

RIPRAP

(ROCK)

ROCK

(BRBLCO)

ACBM

(EARTH, 45^)

EXISITNG SOIL

(TERRZO)

FILTER SAND

(CCBSS, 90^)

CONCRETE

ROLLER COMPACTED

(GRAVEL)

GRAVEL

(POROUS)

COBBLES

EXTERIOR ELEVATION

MARK No. CALLOUT MARK TITLE

BUSHING MARK M-614/3-6

4 REQ'D

PART

PART

SEQUENCE NUMBER

END-ITEM NUMBER

DRAWING WHERE SHOWN

MARK PREFIX

AND MARK No.

NOMENCLATURE

QUANTITY REQUIRED

DRAWING WHERE SHOWN

DETAIL BOUNDRY

A-302

E6

DRAWING WHERE SHOWN

G2

S-706

OBJECT REFERENCED

S-506

D5

DRAWING WHERE SHOWN

VIEWING PLANE

CUTTING PLANE LINE

S-506

D5

F6

A-201

F3

A-201

A-202

G2

A1 H3

D1

D4

A-202

INDENTITY SYMBOL KEY

MATERIAL SYMBOL KEY

LINE SYMBOL KEY REFERENCE SYMBOL KEY

DRAWING SET TABLE OF CONTENTS

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

EL 45.0

OR

Mk. M-614/3-6

14 14

A

C

X°

X"

X'

X'-X"

WASTE LINE, SANITARY

POTABLE COLD WATER

DEMOLITION/REMOVAL

COMPRESSED AIR

COMUNICATION, OVERHEAD

COMMUNICATION, UNDERGROUND

CONSTRUCTION LIMITS

CULVERT

DITCH

ELECTRICAL PRIMARY, OVERHEAD

ELECTRICAL PRIMARY, UNDERGROUND

ELECTRICAL SECONDARY, OVERHEAD

ELECTRICAL SECONDARY, UNDERGROUND

FENCE

FIBER OPTIC, UNDERGROUND

POTABLE HOT WATER

OBJECT CENTERLINE

FUEL OIL RETURN

FUEL OIL SUPPLY

GUARDRAIL

LPG SUPPLY

WATER MAIN

RIGHT-OF-WAY

PROPERTY LINE

DRAWING AREA TITLE

D3

EXTERIOR ELEVATION

0 4' 8'2'SCALE: 1/4"=1'-0"

GRAPHIC SCALE

IDENTIFICATION

IDENTIFICATION

IDENTIFICATION

IDENTIFICATION

IDENTIFICATION

C3 400'0 200'20' 40'0

UPSTREAM PROFILE

SCALE: VERTICAL 1"=20', HORIZONTAL 1"=200'

SCALE REFERENCE

GRAPHIC SCALES

IDENTIFICATION

DRAWING AREA TITLE WITH ASYMMETRICAL SCALES

WITH MULTIPLE VIEWS

INTERIOR ELEVATIONS

INTERIOR ELEVATION

(ANSI34)

ALUMINUM

(ANSI32)

STEEL / ALLOYS

(ANSI33)

BRASS

G-02

N E

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A B

L E O

F C

O N

T E

N T S

K B

E C

-G

I0 S y m b .d g n

C/L. CENTERLINE

ELEVATION (FEET)

MLLW

P.I.

STA.

RGE.

MEAN LOWER LOW WATER

NORTH AMERICAN VERTICAL DATUM OF 1988

POINT OF INTERSECTION

STATION

RANGE

NAD83 NORTH AMERICAN DATUM OF 1983

EL. / ELEV.

SURFACE SAMPLE

N. NORTH

E. EAST

W. WEST

VERTICAL

OUTSTANDING FLORIDA WATERO.F.W.

NO.

VERT

ODMDS OCEAN DREDGED MATERIAL DISPOSAL SITE

NAUTICAL MILENM

NUMBER

NAVD88

KBEC

KBIC

KINGS BAY ENTRANCE CHANNEL

KINGS BAY INNER CHANNEL

PRIMARY PROJECT CONTROL POINTSPPCP

NSB

NTB

NORTH SETTLING BASIN

NORTH TURNING BASIN

STB SOUTH TURNING BASIN

SS.

VB

CBL CONSTRUCTION BASE LINE

ECL EROSION CONTROL LINE

VIBRACORE

SOUTHS.

D/A-NB NORTH BEACH DISPOSAL AREA

D/A-N

D/A-O

D/A-F FORT CLINCH DISPOSAL AREA

NEARSHORE DISPOSAL AREA

OCEAN DISPOSAL AREA

WORKING POINTWP

WITHOUTW/O

WITHW/

TYPICALTYP

SYSTEMSYS

SYMMETRICALSYMM

SYMBOLSYM

SQUARE FEETSQ FT

SQUARESQ

SPECIFICATIONSPEC

SPOT ELEVATIONSP EL

REQUEST FOR INFORMATIONRFI

REVISIONREV

REQUIREDREQD

REFERENCEREF

RADIUSR

QUANTITYQTY

PROPERTYPROP

PROJECTPROJ

PAIRPR

PART NUMBERPN

OPPOSITEOPP

OUTSIDE DIAMETEROD

ON CENTEROC

OVERALLOA

NOT TO SCALEN.T.S.

NORMALNORM

NOMINALNOM

NUMBERNO.

NOT IN CONTRACTNIC

NATIONAL INSTITUTE OF BUILDING SCIENCESNIBS

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRIC CODENEC

MEAN SEA LEVELMSL

MINIMUMMIN

MAXIMUMMAX

MATERIALMATL

LARGELRG

LINEAR FOOTLF

POUNDSLBS

POUND FORCELBF

ANGLEL

INSIDE RADIUSIR

IRON PIPE SIZEIPS

IRON PIPEIP

INVERT ELEVATIONINV EL

INVERTINV

INCH POUNDIN-LB

INSIDE DIAMETERID

HEIGHTHT

HORIZONTALHORIZ

HOLLOW METAL DOOR MANUFACTURERS ASSOCIATIONHMMA

HANDICAPPEDHCP

FEDERAL GOVERNMENTGOVT

FEET/FOOTFT

FEDERAL SPECIFICATIONFS

FIGUREFIG

FLORIDA DEPARTMENT OF TRANSPORTATIONFDOT

ESTIMATEEST

EQUIPMENTEQUIP

EQUALEQ

ELEVATIONEL

EACHEA

DRAWINGDWG

DIAGONALDIAG

DIAMETERDIA

DETAILDET

DEMOLITIONDEMO

DEGREEDEG

CUBIC YARDCU YD

CUBIC FEETCU FT

CONTROLCTRL

CENTERCTR

CONSTRUCTION SPECIFICATIONS INSTITUTECSI

CONCRETE REINFORCING STEEL INSTITUTECRSI

CHANGE ORDER REQUESTCOR

CONCRETECONC

CLEARCLR

CENTERLINECL

BETWEENBTWN

BOTTOMBOT

BELOWBLW

BULKHEADBLKHD

BUILDINGBLDG

AMERICAN WATER WORKS ASSOCIATIONAWWA

AMERICAN WIRE GAUGEAWG

AVERAGEAVG

ASYMMETRICALASYM

AMERICAN SOCIETY FOR TESTING AND MATERIALSASTM

ASSEMBLYASSY

AMERICAN SOCIETY OF MECHANICAL ENGINEERSASME

AMERICAN SOCIETY OF CIVIL ENGINEERSASCE

AS REQUIREDAR

APPENDIXAPPX

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ALTERNATEALT

ALIGNMENTALNMT

ALLOWANCEALLOW

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

ASPHALT INSTITUTEAI

ADDENDUMADDM

ADDITIONALADDL

ACROSSACR

AMERICAN CONCRETE INSTITUTEACI

ABNORMALABNL

ABANDONABAN

ARCHITECT/ENGINEERA/E

49.5

SS-KBEC09-20

VB-KB05-21

AIDS TO NAVIGATION

BEACH DISPOSAL AREA (D/A)

ELEVATION AND LOCATION

PRESERVE BOUNDARY

FORT CLINCH AQUATIC

AND LOCATION

SURFICIAL SAMPLE DESIGNATION

DESIGNATION & LOCATION

VIBRACORE SAMPLE

DREDGING AREA/PROJECT CHANNEL

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

NEARSHORE DISPOSAL AREA

OCEAN DISPOSAL AREA AND

CONSTRUCTION STAGING AREA

DISPOSAL AREA ACCESS AND

D/A-F CBL PI POINT

D/A-NB CBL PI POINT

EXTENTS

ITEM LOCATED OUTSIDE OF THE PAGE

N07

DREDGING EXCLUSION ZONE

SIGNIFICANT CULTURAL RESOURCE

N07

DISCIPLINE DESIGNATOR

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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.

SV FLORIDA II 8 MAY 2018 D/A-N TARGET AREA

VESSEL DATE OF SURVEY AREA

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

AND A ROSS SMART SOUNDER MODEL 835B 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. 18-169.

SURVEY NOTES: NEARSHORE DISPOSAL (DA-N)

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 9 & 10 MAY 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 2024 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

"KINGSBAY 07JUNE 2010.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. 18-168.

SURVEY NOTES: OCEAN DISPOSAL AREA (D/A-O) SURVEY NOTES: FORT CLINCH AND SOUTH JETTY (D/A-F)

SURVEYING, 30 NOV 2013.

SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS

8. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND

THE TIME OF THE SURVEY.

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT

BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY

7. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

BEACH PROFILE LINES

FT. CLINCH GROINS AND15 FEB 2018 SB-36

BEACH PROFILE LINES

FT. CLINCH GROINS AND 16-16 FEB 2018 TOPOGRAPHIC

CUTDATE OF SURVEY VESSEL

SOUNDINGS SHOWN ARE IN HIGH FREQUENCY.

SMART SOUNDER WITH A 28/200 KHZ SINGLE-BEAM TRANSDUCER. ALL

6. VERTICAL MEASUREMENTS WERE MADE USING A ROSS MODEL 835C

"RICHARD E. bONNER" (PID: BBCK39)

TIDE STAFF WAS LOCATED AT FERNANDINA MUNICIPAL MARINA SET FROM

REFERENCE BASE LOCATED AT "BATH HOUSE ARP" (PID: BBCB08)

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

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

(RTK) GPS.

5. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC

NORTH AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO

4 PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

A (+) SIGN.

3 ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

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

1. REFER TO SURVEY NO. 18-033.

USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 13.

ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH

11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL AND QUALITY

OF AVAILABLE DEPTHS AT THE TIME OF THE SURVEY.

GENERAL CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION

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

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

9. AIDS TO NAVIGATION WERE NOT LOCATED FOR THIS SURVEY.

SV-FLORIDA II 25-26 MAY, 09 JUN 2016 NEARSHORE D/A-N

VESSEL DATE OF SURVEY AREA SURVEYED

28/200 KHZ TRANSDUCER. SOUNDINGS ARE SHOWN IN HIGH FREQUENCY.

BEAM SYSTEM AND A ROSS MODEL 835B DUAL-FREQUENCY SMARTSOUNDER WITH A

8. VERTICAL MEASUREMENTS WERE MADE USING A R2 SONIC MODEL 2024 (240KHZ) MULTI-

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

BELOW:

MLLW HEIGHTS OF THE BENCH MARKS ASSOCIATED WITH THE TIDE GAGE SITE SPECIFIED

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

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

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

(OPUS PID: BBCK39)

TIDE STAFF SET NEAR FERNANDINA MUNICIPAL MARINA FROM "RICHARD E. BONNER"

REFERENCE BASE LOCATED AT "BATH HOUSE ARP" (OPUS PID: BBCB08)

WITH THE FOLLOWING REFERENCE BASE LOCATION:

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

OF 1983 (NAD83).

FOR THE EAST ZONE OF GEORGIA AND REFERENCED TO NORTH AMERICAN DATUM

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION

A HYPACK KINEMATIC TIDAL DATUM (KTD) MODEL. FILE NAME: KINGSBAY-7JUNE2010.KTD.

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

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

(MLLW).

2. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO MEAN LOWER LOW WATER

1. REFER TO SURVEY NO. 16-141.

SURVEY NOTES: NEARSHORE DISPOSAL (DA-N)

GENERAL NOTES CHANNEL SURVEY NOTES

G-03

N E

R

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

K B

E C

-G

I0

N o te s .d g n

SURVEY NOTES: ENTRANCE CHANNEL

SURVEY NOTES: INNER 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.

CUT-1N, STA 0+00-200+0019 APR 2018 SV-FLORIDA II

CUT-1N, STA 200+00-350+0017 APR 2018 SV-FLORIDA II

CUT-1N, STA 350+00-501+2416-17 APR 2018 SV-FLORIDA II

DATE OF SURVEY AREA SURVEYED SURVEY VESSEL

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 2024 MULTI-BEAM SYSTEM,

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

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 GAGE 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. 18-136.

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.

RGE-I, REFIT WHARF-1 & DRY DOCK SILL 9 APR 2018SB-36

EHW-2 & WARPING WHARF, RGE-G, STA 39+200-42+217 & RGE-H8 APR 2018SB-36

RGE-E & RGE-F6 APR 2018SB-36

RGE-E, STA 32+700-35+999, RGE-F,STA 36+100-37+400 & RGE-G, STA 37+504-39+100 5 APR 2018SB-36

RGE-C, STA 19+000-22+547, RGE-D, MSF, SITE-6 (SOUTH) & RGE-E, STA 30+748-32+700 4 APR 2018SB-36

RGE-B & RGE-C, STA 15+349-19+000 3 APR 2018SB-36

RGE-A THRU RGE-A2 2 APR 2018SB-36

VESSEL DATE OF SURVEY AREA SURVEYED

ARE IN HIGH FREQUENCY.

ROSS MODEL 835C SMARTSOUNDER WITH A DUAL-FREQUENCY (28/200KHZ) TRANSDUCER. SOUNDINGS SHOWN

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

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. 18-135.

BY ER 1110-1-8152.

ARE WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED

INDIVIDUALS THAT APPEAR ON THESE PROJECT DOCUMENTS

SIGNATURES AND REGISTRATION DESIGNATIONS OF

OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

6. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT

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

UNLESS OTHERWISE INDICATED.

INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY

4. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR

1983 (NAD83).

SYSTEMS AND BOTH ARE REFERENCED TO THE NORTH AMERICAN DATUM OF

3. UNITS OF U.S. SURVEY FEET ARE USED FOR BOTH STATE PLANE COORDINATE

FLORIDA STATE PLANE EAST COORDINATE SYSTEM.

2. ALL BEACH DRAWINGS (C-21 THRU C-24) ARE BASED ON THE

SYSTEM.

DRAWINGS ARE BASED ON THE GEORGIA STATE PLANE EAST COORDINATE

1. ALL DREDGING (C-01 THRU C-16), NEARSHORE (C-19), AND ODMDS (C-20)

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L E D

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A N M

A R

C O B

L V

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J A

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S O

N V

IL

L E F

L

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N A

V A

L S

T A

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N K

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G S B

A Y

C A

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E N C

O U

N T

Y

G E

O R

G

IA

A

N D N

A S

S A

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O U

N T

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L O

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A

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T E

N A

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E D

R E

D G

IN

G E

N T

R A

N C

E C

H A

N N

E L

C U

T -1

N T

H R

O U

G H R

A N

G E -E

A N

D

-F

O O

T P

R O J E

B O

G

IN

A

B T

R O

C H

E

J

B E

R G

E N

M A

Y

W E

P

B

U

M B

E R

L A

N D

IS

L A

N D

BEACH

FERNANDINA

STATE PARK

FORT CLINCH

G E O R G I A

F L O R I D A

N

GULF OF MEXICO

ATLANTIC OCEAN

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

TAMPA

VALDOSTA

SAVANNAH

MACON

COLUMBUS

ALABAMA

FLORIDA

PROJECT LOCATION

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

CUT-1N

A M

E L

IA

R

IV

E R

K

IN

G S B

A Y

ST. RIVER

MARYS

OF WORK

LOCATION

ISLAND

CRAB

C U

T -1

N S

T A

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

CUT-2N

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

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

T O C

E N

T E

R O

F D /A -O

.7 N

A U

T

IC

A L M

IL

E S F

R O

M E

N D O

F S

O U

T H J

E T T

Y

D/A-O

DISPOSAL AREA

FERNANDINA OCEAN

NASSAU SOUND

D N

U O

S D

N A

L R

E B

M U

C

D/A-N

DISPOSAL AREA

NEARSHORE

CUT-1N STA. 71+00

CERTIFICATION REQUIRED LINE - HOPPER (CRL-H LINE)

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

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

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

T

IC

A L M

IL

E

S F

R O

M E

N D

FORT CLINCH AQUATIC PRESERVE BOUNDARY

PRESERVE BOUNDARY

FORT CLINCH AQUATIC

VOLUME (CY)

DREDGE

TOTAL

VOLUME (CY)

OVERDEPTH

2 FT ALLOWABLE

VOLUME (CY)

DEPTH

REQUIRED

(FT)

DEPTH

REQUIRED

AREA

DISPOSAL

DESIGNATED

ESTIMATED DREDGING QUANTITIES

6+500

CHANNEL LOCATION

STATIONING

ENDBEGINSEGMENT

CHANNEL

CUT-1N D/A-N

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

RANGE-A TO A-1 10+006.32

AREA

PRESERVE

AQUATIC

FORT CLINCH

5,000

(D/A-F)

DISPOSAL AREA

FORT CLINCH

G-04

0 10000'5000'

G E

N E

R

P R

O J E

C T O

V E

R V

IE

W

PROJECT VICINITY

DRAWING BASED ON THE GEORGIA STATE

PLANE EAST COORDINATE SYSTEM

C U

T -1

N

RANGE-

E

8+

CUT-1N 49D/A-N75+00 100+00 5,000 10,000 15,000

50,000

25,000 85,000 110,000

650,000 150,000

50,000

K B

E C

-G

I0

O v e rv ie w .d g n

TOTAL 750,000 350,000 1,100,000

AREA

DISPOSAL

QUANTITY (CY)

DISPOSAL

D/A-O

D/A-N

TOTAL

170,000

DISPOSAL AREA

ESTIMATED QUANTITIES BY

130,000

800,000

1,100,000

D U V A L C O U N T Y

D/A-F & D/A-SJ

D/A-F & D/A-SJ

& D/A-N

D/A-F, D/A-SJ

15,000 65,000

5,000 10,000

50,000 100,000

D/A-F & D/A-SJ

AREA (D/A-SJ)

DISPOSAL

SOUTH JETTY

X

X

X

X

X

X

X

X

X

X

X

Y=310000

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

Y=170000

Y=320000

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A

N D N

A S

S A

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L O

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A

M A

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N A

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E D

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D G

IN

G E

N T

R A

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E C

H A

N N

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C U

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N T

H R

O U

G H R

A N

G E -E

A N

D

-F

O O

T P

R O J E

B O

G

IN

A

B T

R O

C H

E

J

B E

R G

E N

M A

Y

W E

P

B

POINT (Y) NORTHING(X) EASTING

GEORGIA EAST ZONE PLANE COORDINATES (NAD83)(90)

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

II

I

881,925.99

882,241.65

887,636.02

887,919.74

898,408.80

898,565.49

903,410.44

903,553.44

892,691.93

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

880,788.34

930,845.14

954,047.11

882,802.24

880,843.12

930,929.27

954,230.80

880,815.73

930,887.20

954,138.95

258,123.31

257,787.36

258,033.76

258,397.08

258,876.18

258,733.18

258,954.48

259,111.17

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

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

RGE. 1250

RGE. 750

RGE. 1400

RGE. 600

RGE. 1550

RGE. 750

RGE. 1250RGE. 1600

RGE. 400

N. TURNING BASIN

CUT-1N

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

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

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

NORTH SETTLING BASIN

E G

A N S C

R E E K

FERNANDINA

OLD

BEACH

FERNANDINA

CLINCH

FORT

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

NOTES:

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

KINGS BAY ENTRANCE CHANNEL

RGE. 1250

RGE. 750

CUT-2N

NSB05

NSB06

NTB02

NTB01RT01

NTB03

NTB04

III

RS03

STB03

STB04

LS03

STB01

STB02

NSB03

NSB04

SSB04

SSB03

NSB02

NSB01

SSB01

SSB02

RS02

II

LT02

LS02

LT01

RS01

I

LS01

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

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

S. TURNING BASIN

SOUTH SETTLING BASIN

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

TO BE CONSIDERED EQUALIVALENT.

PROJECT. AS A RESULT OF THIS, THE KTD FILE AND THE VDATUM MODEL FILE ARE NOT

VALUES AT DISCREET POINTS ALONG A PARTICULAR REACH OF A NAVIGATION

COVERAGE, OR GROSS DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM

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

KTD FILE MAY CONTAIN EDITS OR ADDITIONS NOT FOUND IN THE VDATUM MODEL.

VERTICAL DATUM CORRECTIONS. THOUGH DERIVED FROM THE VDATUM MODEL, THE

DATUM GRID FILE (KTD) FOR USE BY THE HYDROGRAPHIC SOFTWARE FOR REAL TIME

TIDE STATION DATA. THIS MODEL WAS USED TO CONSTRUCT A KINEMATIC TIDAL

VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 01, RELEASE 9 APRIL 2010 AND LOCAL

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

TO THE INDICATED CHANNEL BASELINE FOR EACH CHANNEL REACH. UNLESS

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

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

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

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:

KINGS BAY, GEORGIA867 9511PPCP: INNER CHANNEL

FERNANDINA BEACH872 0030PPCP: ENTRANCE CHANNEL

NOAA TIDE GAGE

867 9511 F TIDALBBBW69PPCP: INNER CHANNEL

KBFD-1N/APPCP: INNER CHANNEL

SITE-6BBBW88PPCP: INNER CHANNEL

USCG KINGS BAY ARPBBDK29PPCP: INNER CHANNEL

872 0030 TIDAL 34BC0166PPCP: INNER CHANNEL

RICHARD E. BONNERBBCK39PPCP: ENTRANCE CHANNEL

BATH HOUSE ARPBBCB08PPCP: ENTRANCE CHANNEL

NSRS PPCPNGSIDB/OPUS PIDCHANNEL REACH

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

TO THE SURVEY ACCOMPANYING THESE PLANS AND SPECIFICATIONS FOR THE

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

PRIMARY PROJECT CONTROL POINTS (PPCP):

KBEC AND KBIC CHANNEL CONTROL DATA NOTES:

C O

N T

R O

L D

A T

A

G-05

K B

E C

-G

I1 P In .d g n

N E

R A

L

E N

T R

A N

C E C

H A

N N

E L

0 4000'2000'

PLAN VIEW - ENTRANCE CHANNEL CONTROL DATA

M

T C

H L

IN

E S

H E

E T G

-0 S

T A

R

A N

G E -A

X

X

X

X

X

X

X

X

Y=250000

Y=260000

Y=270000

Y=280000

Y=230000

Y=240000

1983 (NAD83).

SURVEY FEET AND REFERENCED TO NORTH AMERICAN DATUM OF

GEORGIA STATE PLANE EAST COORDINATE SYSTEM, UNITS OF U.S.

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

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10 11 12

H

J

13 14

K

L

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBEC MD FY19\080 - Plans\01 General\G-06

D R

A W

IN

G D

A T

E

F

IL

E N

A M

E

A N

S

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

U .S

N A

V A

L S

T A

T

IO

N K

IN

G S B

A Y

C A

M D

E N C

O U

N T

Y

G E

O R

G

IA

A

N D N

A S

S A

U C

O U

N T

Y F

L O

R

ID

A

M A

IN

T E

N A

N C

E D

R E

D G

IN

G E

N T

R A

N C

E C

H A

N N

E L

C U

T -1

N T

H R

O U

G H R

A N

G E -E

A N

D

-F

O O

T P

R O J E

B O

G

IN

A

B T

R O

C H

E

J

B E

R G

E N

M A

Y

W E

P

B

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

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

XI

X

IX

VIII

VII

VI

V

IV

III

859,411.51

860,115.82

868,115.00

867,285.00

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

870,569.61

871,582.03

873,382.67

880,788.34

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

874,141.17

880,843.12

879,157.25

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

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

264,287.25

262,423.58

261,358.03

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

261,548.74

258,574.37

259322.19

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

RT = RIGHT TURNING

CONTROL POINTS

INNER CHANNEL

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

SITE CONTROL POINTS FOR SURVEYS 17-123,17-124, 18-135 AND 18-136

WAS USED FOR A PARTICULAR SURVEY.

REFERENCED SURVEYS FOR INFORMATION REGARDING WHICH MONUMENT

3. REFER TO THE ACCOMPANYING SURVEY NOTES FOR EACH OF THE ABOVE

HORIZONTAL CONTROL.

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

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

SURVEYING AND MAPPING BRANCH" FOR SPECIFIC DETAILS AND ACCESS.

RECEIVER/ANTENNA/RTK INSTALLATION. CONTACT "OPERATIONS DIVISION /

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

NOTES:

RICHARD E. BONNER

BATH HOUSE ARP

KBFD-1

USCG KINGS BAY ARP

867 9511 F TIDAL

RANGE-A

RANGE-A1

R A

N G

E -A

J O

L L

Y R

IV

E R

C U

M B

E R

L A

N D S

O U

N D

R A

N G

E -B

P.I. STA. 12+005.31

RANGE-A1

RANGE-A2

P.I. STA. 10+006.32

P.I. STA. 08+008.09

RANGE-A

RANGE-A1

RANGE-A2

RANGE-B

ISLAND

LITTLE TIGER

ISLAND

TIGER

C U

M B

E R

L A

N D I S

L A

N D

IS

L

A N

D D

R U

M P

O

IN

T

RIV

ERST M

ARYS

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

NOTES:

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

RANGE-B

RANGE-C

P.I. STA. 15+348.53

RANGE-C

RANGE-D

P.I. STA. 22+546.56

RANGE-D

RANGE-E

P.I. STA. 30+747.78

RANGE-E

RANGE-F

P.I. STA. 35+998.77

RANGE-F

RANGE-G

P.I. STA. 37+503.73

RANGE-G

RANGE-H

P.I. STA. 42+216.70

P.I. STA. 45+436.46

P.I. STA. 48+241.70

RANGE-I

RANGE-H

RANGE-I

RS02

R A

N G

E -C

R A

N G

E -D

R A

N G

E -E

R A N G E -F

RANGE-G

R A N G E -H

R A N

G E -I

LS04

LS05

LS06

RS03

III

LS03

LS07

LT04

LS08

LT03

LS09

MS01

BR01

BR04

MS02

BR02

BR03

LS10

SS02

SS01

LS11

LS12

IX

R S

X

R S

X I

R S

R S

R S

R S 14R

S

R S

R S

X

III

R S

R S

R S

HB01

SS03

HB02

HB03

LS13

X

II

R S

V

II

V

V I

V I

R S

V

III

HB04

HB05

LS14

SB01

SB02

LS15

LS16

LS17

X

IV

L S

L S

R S

R S

R S

KINGS BAY INNER CHANNEL

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

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

NAVAL STATION KINGS BAY

IN

N

E R C

H A

N N

E L

C O

N T

R O

L D

A T

A

G-06

K B

E C

-G

I1 P ln .d

N E

R A

L

0 4000'2000'

PLAN VIEW - INNER CHANNEL CONTROL DATA

TO NORTH AMERICAN DATUM OF 1983 (NAD83).

GEORGIA STATE PLANE EAST COORDINATE SYSTEM AND REFERENCE

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

M A

T C

H L

IN

E S

H E

E T G

-0 S

T A

C

U T -1

N

X

X

X

X

X

X

X

X

Y=250000

Y=260000

Y=270000

Y=280000

Y=290000

Y=300000

FL/GA STATE LINE

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10 11 12

H

J

13 14

K

L

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBEC MD FY19\080 - Plans\01 General\G-07

D R

A W

IN

G D

A T

E

F

IL

E N

A M

E

A N

S

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

U .S

N A

V A

L S

T A

T

IO

N K

IN

G S B

A Y

C A

M D

E N C

O U

N T

Y

G E

O R

G

IA

A

N D N

A S

S A

U C

O U

N T

Y F

L O

R

ID

A

M A

IN

T E

N A

N C

E D

R E

D G

IN

G E

N T

R A

N C

E C

H A

N N

E L

C U

T -1

N T

H R

O U

G H R

A N

G E -E

A N

D

-F

O O

T P

R O J E

B O

G

IN

A

B T

R O

C H

E

J

B E

R G

E N

M A

Y

W E

P

B

R-020

R-001

R-002

R-003 R-004

R-005 R-006

R-007

R-

R-010

R-012

R-015

R-016

R-017

R-018

R-022

R-023

R-024

R-025

R-026

R-011

R-008

R-014

R-019

R-027

R-028

R-029

R-030

R-031

R-032

R-033

R-034

R-013

R-021

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

BATH HOUSE ARP

RICHARD E. BONNER

FH-28

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

HORIZONTAL AND VERTICAL CONTROL POINT

HORIZONTAL CONTROL.

NOTE: "SC" INDICATES A SCALED HORIZONTAL POSITION; DO NOT USE FOR

VERTICAL CONTROL / TIDE CALIBRATION POINT

FH-28

RICHARD E. BONNER

BATH HOUSE ARP

BBCB38

BBCK39

BBCB08

2,311,991.50

2,304,620.SC

2,314,763.47

511,757.26

509,880.SC

521,227.23

4.88

7.35

27.87

N/A

11.17

N/A

SURVEY CONTROL (Survey #18-033)

MON ID

X-EASTING Y-NORTHING

AZ

FORT

CLINCH

S T

H S

T

SOUTH J

ETT

Y

NASSAU COUNTY BEACH R-MONUMENTS

ISLAND

LITTLE TIGER

FERNANDINA

OLD

AMELIA ISLAND

ISLAND (GA)

CUMBERLAND

S F

R O

N T S

T

ELM ST.

BEECH ST.

DADE ST.

CENTRE ST.

N

N D S

T

N T

H S

T

N T

H S

T

ASH ST.

N T

H S

T

BEACH

FERNANDINA

ALACHUA ST.

BROOME ST.

CALHOUN ST.

ESCAMBIA ST.

CEDAR ST.

BROOME ST.

F O

R T C

L

IN

C H R

D

ATLANTIC AVE. (A1A)

S T

H S

T

A

A

N T

H S

T

AZIMUTHS ARE GRID RECKONED CLOCKWISE FROM NORTH

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

ST MARYS RIVER

A M

E L

IA

R

IV

E R

FDEP RANGE MONUMENT

(CORDINATES NAD83(90))

FLORIDA STATE PLANE EAST ZONE

100.02,291,140.88518,433.75 R-034

100.02.292,122.37518.619.45 R-033

105.02,293,152.83518,865.06 R-032

105.02,294,008.96519,188.23 R-031

105.02,294,986.31519,294.28 R-030

100.02,295,988.19519,456.83 R-029

100.02,296,937.31519,702.12 R-028

100.02,298,026.08519,863.38 R-027

100.02,298,879.99519,950.99 R-026

100.02,299,757.98520,120.10 R-025

100.02,300,744.82520,225.94 R-024

90.02,301,553.28520,275.72 R-023

100.02,302,586.81520,412.11 R-022

100.02,303,612.41520,636.16 R-021

100.02,304,504.93520,681.16 R-020

100.02,305,462.42520,808.27 R-019

100.02,306,264.93520,913.29 R-018

100.02,307,229.81521,110.37 R-017

100.02,308,093.20521,294.07 R-016

100.02,309,205.20521,174.88 R-015

100.02,310,229.45521,380.61 R-014

90.02,311,213.58521,434.03 R-013

90.02,312,362.07521,397.37 R-012

90.02,313,275.64521,619.53 R-011

90.02,314,281.78521,860.64 R010

0.02,314,771.06521,469.39 R-009

50.02,315,262.00520,568.59 R-008

20.02,315,774.48519,788.99 R-007

10.02,316,337.63519,021.81 R-006

0.02,316,245.41518,125.70 R-005

0.02,316,147.06517,169.35 R-004

10.02,315,961.55516,133.28 R-003

10.02,316,221.93515,268.88 R-002

10.02,316,481.91514,304.60 R-001

NOTES:

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

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

U.S. SURVEY FEET.

FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE,

1. PLANE COORDINATES SHOWN ON THIS DWG. ARE BASED ON THE C

O

N T

R O

L D

A T

A

G-07

K B

E C

-G

I1 P ln .d

N E

R A

L

0 2000'1000'

PLAN VIEW - D/A-F DISPOSAL CONTROL DATA

D /A -F D

IS

P O

S A

L A

R E

A A

N D D /A -S

J D

IS

P O

S A

L A

R E

A

X

X

X

X

X

X

X

X

Y=2295000

Y=2300000

Y=2305000

Y=2310000

Y=2315000

Y=2320000

NORTH JETTY

L

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IT

A T

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O

D E

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C O

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C H

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K E

D B

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D R

A W

N B

Y

IS

S

U E D

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B

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D

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F

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2 3 4 5 6 7 8 9 10 11 12

H

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13 14

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US Army Corps

U .S

A R

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P S O

F E

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IN

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D R

A W

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G D

A T

E

F

IL

E N

A M

E

A N

S

J A

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S O

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L E D

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A N M

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G S B

A Y

C A

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G E

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A

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A S

S A

U C

O U

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L O

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A

M A

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T E

N A

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D G

IN

G E

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H A

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C U

T -1

N T

H R

O U

G H R

A N

G E -E

A N

D

-F

O O

T P

R O J E

B O

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IN

A

B T

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C H

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B E

R G

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M A

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B

.3

.1

.0

.9

.5

.4

.8

.7

.6

.2

8.

8.

5.

.0

6.

.6

.0

.9

.2

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

NTS

KEY PLAN

KINGS BAY ENTRANCE CHANNEL

INNER CHANNEL

K

IN

G S B

A Y

C -0

C -0

C -0

C -0

C -0

C -0

C -0

C -0

C -1

C -0

C -1

"RLB-20"

"GLB-21"

PLANE COORDINATES

YX

AIDS TO NAVIGATION

LT. BUOY-20 (04/18)

LT. BUOY-21 (04/18)

259,158

258,378

887,810

887,860

SS-KBEC09-4

SS-KBEC09-3

VB-KB05-08

VB-KB05-07

VB-KB05-09

CUT-1N

RGE. 1000

RGE. 750

RGE. 1250

RGE. 1000

RGE. 750

RGE. 1250

KINGS BAY ENTRANCE CHANNEL

KINGS BAY ENTRANCE CHANNEL

2-FOOT ALLOWABLE OVERDEPTH

49-FOOT REQUIRED DEPTH (KBEC) PLUS

NOTES:

BOUNDARY LINE (SEE NOTE 2)

FORT CLINCH AQUATIC PRESERVE

D R

E D

G

IN

G P

L A

N

C-01

K B

E C

-C

N p ln .d

IV

IL

100' 200'0

DREDGING PLAN

MATERIAL TO BE PLACED IN D/A-N

T

A

C

U T

N

S T

A

T

O

S

T A C

U T -1

N

S T

A C

U T -1

N

Y=257000

Y=258000

Y=259000

Y=260000

X

X

X

X

RADIUS = 200'

258151Y=

887426X=

RGE. 1600

RGE. 400

OR SPUDDING IS ALLOWED WITHIN THE BUFFER.

ONLY ALLOWED TO A MAXIMUM DEPTH OF 47 FEET BUT NO ANCHORING

3. IN THE HATCHED CULTURAL RESOURCE AREA BUFFER DREDGING IS

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

FEDERAL CHANNEL AND SIDE SLOPES LOCATED WITHIN THE AQUATIC

OF THE BOUNDARY LINE SHOWN IN THE PLANS. THE PORTIONS OF THE

2. THE FORT CLINCH AQUATIC PRESERVE IS LOCATED TO THE SOUTH

THE 1983-2001 TIDAL EPOCH.

REFER TO NOAA'S REPORTED MEAN LOWER LOW WATER (MLLW) OF

TO NORTH AMERICAN DATUM OF 1983 (NAD83). ELEVATIONS

GEORGIA STATE PLANE EAST COORDINATE SYSTEM AND REFERENCE

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

(SEE NOTE 3)

AREA BUFFER

CULTURAL RESOURCE

M A

T C

H L

IN

E S

H E

E T C

-0 S

T A

C

U T -1

N

S T

A C

U T -1

N

S T

A C

U T -1

N

S T

A C

U T -1

N

S T

A C

U T -1

N

S T

A C

U T -1

N

S T

A C

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2 3 4 5 6 7 8 9 10 11 12

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US Army Corps

U .S

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1.

4 61

0.