B.08 Plans, Fernandina Harbor (W912EP23B0005).pdf

KINGS BAY ENTRANCE CHANNEL

NORTHERN BOUNDARY OF FT.

CLINCH AQUATIC PRESERVE

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1700' 3400'0

SOLICITATION NO.:

Jacksonville District

FERNANDINA HARBOR

MAINTENANCE DREDGING

35 AND 36-FOOT PROJECT

NASSAU COUNTY, FLORIDA

W912EP23B0005

MONTH/YEAR

US Army Corps of Engineers

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SHEET ID SHEET TITLE

GENERAL

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COVER AND SHEET INDEX

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SYMBOLOGY, ABBREVIATIONS AND NOTES

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PROJECT OVERVIEW

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CHANNEL CONTROL DATA

CIVIL

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DREDGING PLAN CUT-1 STA. 0+00 TO CUT-1 STA. 25+00

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DREDGING PLAN CUT-1 STA. 25+00 TO CUT-3 STA. 1+00

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DREDGING PLAN CUT-3 STA. 1+00 TO CUT-3 STA. 34+00

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DREDGING PLAN CUT-3 STA. 34+00 TO CUT-5 STA. 19+00

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DREDGING PLAN CUT-5 STA. 19+00 TO CUT-6A STA. 1+00

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DREDGING CROSS SECTIONS

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DREDGING CROSS SECTIONS

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DISPOSAL PLAN - ODMDS

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

FORT CLINCH

STATE PARK

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

F E R N A N D I N A H A R B O R

M A I N T E N A N C E D R E D G I N G

CITY OF FERNANDINA BEACH

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FLORIDA / GEORGIA STATE BOUNDARY LINE

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FULL SECTION

OBJECT REFERENCED

D5

VIEWING PLANE

CUTTING PLANE LINE

D5

REFERENCE SYMBOL KEYTERMS AND ABBREVIATIONS

G - GENERAL

C - CIVIL

IDENTIFICATION

400'0 200'20' 40'0

C-03 C-03

GENERAL NOTES

GENERAL SYMBOLOGY

LEGEND - NAVIGATION

VB-JH99-22

IDENTIFIER

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

200'0 100'

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NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

DRAWING WHERE

SHOWN

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

THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT

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

2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS ARE SHOWN IN THE STATE PLANE COORDINATE SYSTEM OF 1983, FLORIDA EAST (0901), AND ARE REFERENCED TO THE 2011 ADJUSTMENT OF

THE NORTH AMERICAN DATUM OF 1983 (NAD83(2011)).

3. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE REFERENCED TO THE MEAN LOWER LOW WATER (MLLW) TIDAL DATUM, 1983-2001 EPOCH. MLLW IS REALIZED DURING SURVEY OPERATIONS VIA A KINEMATIC TIDAL DATUM (KTD) MODEL, BASED ON NOAA'S VDATUM PROGRAM AND PUBLISHED NOAA TIDE GAUGE INFORMATION. THE RELATIONSHIP BETWEEN MLLW AND THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) VARIES ALONG THE EXTENTS OF A PROJECT; A SINGLE VALUE FROM A PUBLISHED TIDE GAUGE IS NOT TO BE USED FOR AN ENTIRE PROJECT. REFER TO SURVEY NOTES ACCOMPANYING THESE PLANS FOR THE APPLICABLE PROJECT KTD FILE NAME AND TIDAL CALIBRATION/VERIFICATION STATIONS, OR BENCHMARKS TO BE EMPLOYED TO CONDUCT, OR REPRODUCE, A SURVEY. ALL ELEVATIONS SHOWN ABOVE REFERENCED

DATUM ARE ASSIGNED THE PLUS SYMBOL (+).

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

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

CENTERLINE.

5. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES DEPICTED ON THESE DRAWINGS ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF CONSTRUCTION OF THIS PROJECT. THE AERIAL IMAGERY SHOWN ON THESE DRAWINGS IS FOR GENERAL INFORMATION ONLY AND IS NOT TO BE USED FOR MEASUREMENTS. AERIAL IMAGERY FROM

BING WITHIN AUTOCAD. DATE OF AERIAL IMAGERY UNKNOWN.

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

SYMBOLS SHOWN ON THIS SHEET.

7. THE PORTIONS OF THE FEDERAL CHANNEL AND THE SIDE SLOPES LOCATED WITHIN THE

FORT CLINCH AQUATIC PRESERVE ARE EXEMPT FROM O.F.W. CRITERIA.

8. SIDE SLOPES FOR THE TURNING BASIN ARE 1V:10H WHICH START AT CUT-5 STATION 20+34

AND END AT CUT-6 STATION 6+15. TURNING BASIN BEGINS AT RANGE 00 AND EXTENDS INTO

NEGATIVE RANGE TERRITORY. THE REST OF THE CHANNEL AND WIDENERS SIDE SLOPES

ARE 1V:4H BETWEEN CUT-1 AND CUT-6 STATION 9+00.

TITLE

DISCIPLINE DESIGNATOR

APPROXIMATE

BOULEVARD

CONSTRUCTION BASELINE

CHANNEL

CENTERLINE

CONTRACTING OFFICER'S REPRESENTATIVE

CUBIC YARD

DATABASE

DREDGED MATERIAL MANAGE UNIT

DRAWING

EROSION CONTROL LINE

ELEVATION

ENVIRONMENT

EDGE OF BERM

EXISTING

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

FLORIDA DEPARTMENT OF TRANSPORTATION

FOOT/FEET

HORIZONTAL

INTRACOASTAL WATERWAY

LINEAR FOOT/FEET

MEAN HIGH WATER

MEAN LOWER LOW WATER

MEAN LOW WATER

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1988

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NUMBER

NOT TO SCALE

OCEAN DREDGED MATERIAL DISPOSAL SITE

OUTSTANDING FLORIDA WATER

PERMANENT IDENTIFIER

ROAD

REQUEST FOR INFORMATION

RANGE

SHEET

SQUARE FEET/FOOT

STREET

STATION

TYPICAL

UNITED STATES ARMY CORPS OF ENGINEERS

UNITED STATES CODE

UNITED STATES COAST GUARD

VERTICAL

APPROX

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D/B

DMMU

DWG

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ENV

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NAVD88

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USACE

USC

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VERT

SURVEY NOTES - CHANNEL

CROSS SECTIONC

C-16

HORIZONTALVERTICAL

DRAWING AREA CROSS SECTION VIEW

DRAWING AREA - PLAN VIEW

PLAN VIEW

VIBRACORE BORING

PROJECT CHANNEL

FEDERAL DREDGING AREAS

MONUMENT FALLS OFF THE PAGE

IN THE DIRECTION OF ARROW

VERTICAL / TIDAL CALIBRATION

CONTROL POINT

ELEVATION AND LOCATION

HORIZONTAL AND VERTICAL

CONTROL MONUMENT

49.5

VI

CHANNEL LIMIT PI IDENTIFIER

CHANNEL CL PI POINT

PID AF31

EXISITNG GRADE

ODMDS RELEASE ZONE

SURVEY NOTES - ODMDS

COASTLINE

O.F.W. BOUNDARY LINE (SEE GENERAL NOTE 7)

STATE BOUNDARY LINE

FT. CLINCH AQUATIC PRESERVE AREA

VB-JH99-22

IDENTIFIER

SURFACE SAMPLE

1. REFER TO SURVEY NO. 22-127.

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

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

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

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

SITE SPECIFIED BELOW:

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

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

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

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

5. THIS DATA WAS ORIGINALLY COLLECTED AND DISPLAYED USING THE STATE PLANE COORDINATE SYSTEM OF 1983 IN

THE ZONE OF GEORGIA EAST (1001). THE FINAL DATA WAS REPROJECTED TO THE ZONE OF FLORIDA EAST (0901) TO

BETTER COORDINATE WITH THE OTHER FEATURES OF THIS PROJECT.

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

WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

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

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

OPUS PID: BBCK39

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

SOUNDINGS ARE SHOWN IN HIGH FREQUENCY.

VESSEL DATE OF SURVEY AREA

SV FLII 17 MAY 2022 ODMDS D/A-O

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

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

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

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

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

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

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

SURVEYING, 30 NOV 2013.

1. REFER TO SURVEY NO. 23-028.

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

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

3. NOAA'S VDATUM MODEL, AND PUBLISHED TIDE STATION DATA, WERE USED TO GENERATE

A HYPACK KINEMATIC TIDE DATUM (KTD) MODEL. THIS KTD MODEL, BEING A COMBINATION

OF THOSE TWO SOURCES, CANNOT BE CONSIDERED EQUIVALENT TO THE VDATUM MODEL

BECAUSE OF POSSIBLE ADDITIONS OR EDITS THERETO. DO NOT USE VDATUM IN PLACE

OF THE KTD FILE. THE KTD MODEL USED FOR THIS SURVEY IS:

"CAMDENGA-NASSAU-DUVAL-STJOHNS-FLAGLER_20191202.KTD"

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

REFERENCED TO MLLW UTILIZING THE KTD FILE REFERENCED ABOVE, AND CALIBRATED

TO THE PUBLISHED MLLW HEIGHTS OF THE BENCHMARKS ASSOCIATED WITH THE TIDE

GAGE SITES SPECIFIED BELOW:

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

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

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

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

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

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

THE FOLLOWING REFERENCE BASE LOCATION:

REFERENCE BASE LOCATED AT "BATH HOUSE ARP" (OPUS PID: BBCB08) FOR CUTS 1 - 5

REFERENCE BASE LOCATED AT "RICHARD E BONNER" (OPUS PID: BBCK39) FOR CUTS 5 - 10

TIDE STAFF WAS SET ON THE SOUTH END OF THE CONSOLIDATED FUEL DOCK, NORTH OF

FERNANDINA MUNICIPAL MARINA, FROM "RICHARD E BONNER" (PID: BBCK39)

9. VERTICAL MEASUREMENTS WERE MADE USING A RESON MODEL T50P MULTI-BEAM SYSTEM

OPERATING AT 400 KHZ AND A ROSS SMART SOUNDER MODEL 835C WITH A DUAL-FREQUENCY

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

(400 KHZ).

VESSEL DATE OF SURVEY AREA SURVEYED

SB-36 24 OCT 2022 CUT-1 THRU CUT-5

SB-36 25 OCT 2022 CUTS 5, 6, 6A, 7, 8, 9 (PARTIAL) AND

TURNING BASIN

SB-36 27 OCT 2022 CUTS 6A, 7, 8, 9 (PARTIAL) & CUT-10

10. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

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

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

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

AVAILABLE DEPTHS AT THE TIME OF THE SURVEY.

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

REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM

1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 2013 AND EM 1110-2-6056, STANDARDS AND

PROCEDURES FOR REFERENCING PROJECT ELEVATION GRADES TO NATIONWIDE VERTICAL

DATUMS, 31 DEC 2010.

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SOUTH JETTY

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

FORT CLINCH STATE PARK AQUATIC PRESERVE

FORT CLINCH STATE PARK AQUATIC PRESERVE

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CUMBERLAND ISLAND

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Y= 2290000

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Y= 2310000

Y= 2300000

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FEDERAL CHANNEL

LITTLE TIGER ISLAND

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

CITY OF FERNANDINA BEACH

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

APPROXIMATELY NEAR RLB-20

Y= 2330000

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KINGS BAY ENTRANCE CHANNEL

NORTH JETTY

RLB-20

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ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

CHANNEL

VOLUME TO

REQUIRED

DEPTH (CY)

VOLUME IN

ALLOWABLE

OVERDEPTH (CY)

TOTAL

VOLUME

(CY)

CHANNEL, WIDENERS AND TURNING BASIN 134,000 38,000 172,000

NOTE:

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING

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

ODMDS SIZE AS SHOWN IS CORRECT.

DISTANCE FROM JETTY NOT SPATIALLY CORRECT.

O D M D S

PLANE COORDINATES

YX

AIDS TO NAVIGATION

RLB-20 520,982 2,318,380

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PROJECT OVERVIEW

SCALE: 1" = 2000'

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GULF OF MEXICO

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FLORIDA

GEORGIA

ALABAMA

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BRUNSWICK

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OF WORK

ST LUCIE

FERNANDINA

N.T.S.

LOCATION MAP

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IX

X

XI

XII

T

U

R

N

I

S

I

N

S T

A

T

S T

A

C

U T

S

T

A

T

S

T

T

S

T

T

S

T

T

S

T

T

S

T

T

S

T

T

S

T

T

S

T

T

S

T

T

STA. 37+16.23 CUT-1

STA. 0+00 CUT-2

S

T

A

T

S

T

A

T

S

T

A

T

S

T

A

T

S

T

A

T

S

T

A

T

S

T

T

S

T

T

S

T

A

T

S

T

A

T

A

S

T

A

T

A

S

T

A

T

S

T

A

T

S

T

A

T

S

T

A

T

S

T

A

T

S

T

A

T

S

T

A

T

S

T

T

R

T

T

S

T

T

S

T

T

CHANNEL CONTROL POINTS

POINT (Y) NORTHING

(X) EASTING

CHANNEL CONTROL POINTS

POINT (Y) NORTHING

(X) EASTING

I

II

III

IV

V

VI

VII

VIII

IX

X

XI

XII

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

2,317,775.12

2,316,789.04

2,314,018.06

2,310,608.83

2,309,302.93

2,306,844.12

2,304,510.12

2,303,902.14

2,302,232.67

2,301,607.64

2,301,437.63

2,302,296.84

513,993.55

510,410.54

510,713.99

511,694.04

511,634.07

509,778.58

509,488.63

509,186.64

507,959.66

507,154.16

506,659.16

504,418.20

2,317,576.08

2,317,974.16

2,316,893.50

2,316,641.43

2,316,936.66

2,315,697.07

2,314,056.86

2,313,979.27

2,310,632.50

2,310,585.17

2,309,923.39

2,309,373.97

2,309,231.89

2,309,038.72

2,307,799.93

2,307,452.84

2,307,698.48

2,306,766.37

2,306,921.88

2,306,894.07

2,306,359.49

2,306,413.61

2,306,258.47

2,305,975.64

2,305,969.48

2,305,932.50

2,305,926.33

2,304,466.27

2,304,553.97

2,303,823.77

2,303,980.50

2,302,126.98

2,302,338.36

2,301,473.86

2,301,741.42

2,301,278.06

2,301,597.20

2,301,772.70

2,302,436.90

2,302,156.78

514,024.06

513,963.04

511,543.84

510,627.90

510,193.17

510,731.31

510,910.93

510,517.04

511,895.34

511,492.74

511,462.35

511,437.12

511,831.02

511,184.13

510,249.30

510,488.49

509,659.10

509,970.45

509,586.70

509,052.07

509,919.91

509,119.38

509,504.29

509,469.15

509,518.77

509,816.48

509,866.10

509,634.34

509,342.93

509,315.20

509,058.08

508,068.14

507,851.18

507,226.44

507,081.88

506,656.35

506,661.98

506,204.24

504,471.90

504,364.50

BATH HOUSE ARP

BBCB08

BBCK39

BBGX32

521,227.23

509,882.49

510,200.SC

DESIGNATION PID NORTHING EASTING NAVD88 MLLW APPLICABLE TO SURVEY OF

SURVEY CONTROL

BATH HOUSE ARP

RICHARD E. BONNER

872 0030 N

27.87

7.35

7.18

2,314,763.47

2,304,621.04

2,305,800.SC

NOTES:

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

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

SPECIFIC DETAILS AND ACCESS.

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

CALIBRATION/CHECK POINT, NOT FOR HORIZONTAL CONTROL.

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

APPLICATION OF THE SURVEY CONTROL POINTS LISTED IN THIS TABLE.

CHANNEL AND ODMDS

CHANNEL AND ODMDS

CHANNEL

N/A

11.17

10.97

R

I C

H

A

B

O

N

N

CHANNEL CONTROL DATA

SCALE: 1'' = 500'

N

100' 200'0

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

A

B

C

D

E

F

G

H

J

K

L

M

N

P

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

Q

R

S

T

U

V

W

X

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

C K

S O

N V

I L L E

D

I S

T R

I C

T

S

R

V

D

J A

C K

S O

N V

I L

L O

R I D

A

P R

I N

T E

D

D

A T

E

F I

M

E

A N

S I

E

W E

P B

F E

R N

A N

D I N

A

H

A R

B O

R

M A

I N

T E

N A

N C

E

D

R E

D G

I N

G

A

F

O O

T

P

R O

J E

C T

N A

S S

U

N T

Y

F

L O

R I D

A

N o v

F e r n a n d i n a H a r b o r F

Y G e d w g

E

M

A R

I N

E

W

O R

T M

A N

E

W

O R

T M

A N

W

R

E I L L Y

C H

A N

N E

L

C

O N

T R

O L

D

A T

A

G E

N E

R A

L

G-04

GENERAL SHEET NOTES

HORIZONTAL REFERENCE SYSTEM:

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

FLORIDA STATE PLANE COORDINATE SYSTEM (SPCS)EAST ZONE (0901).

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.

VERTICAL REFERENCE SYSTEM:

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).

TIDAL MODEL:

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.

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

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

FURNISH HEREIN MUST USE THE SURVEY CONTROL AS TABULATED, ACCOMPANYING

THE DESIGN SURVEY(S).

CONSTRUCTION SURVEY POSITIONING CRITERIA:

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.

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

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

AND GEOID MODEL ASSOCIATED WITH THE DATA SHOWN BY THE HYDROGRAPHIC

SURVEY FURNISHED WITHIN THESE PLANS.

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

A

T C

H L

I N

E

S

H E

T

S

T A

EBB

FLOOD

FT. CLINCH

CUT-1

A M E L I A I S L A N D

RGE. 00

RGE. 200

RGE. 400

S T

A

C

U T

S T

A

C

U T

S T

A

S T

A

C

U T

S T

A

C

U T

S T

A

C

U T

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

NO DREDGING THIS SHEET

KINGS BAY ENTRANCE CHANNEL

SOUTHERN BOUNDARY LINE OF FT. CLINCH AQUATIC PRESERVE

NORTHERN BOUNDARY LINE OF FT. CLINCH AQUATIC PRESERVE (SEE NOTE 1)

DREDGING PLAN

SCALE: 1'' = 100'

N

100' 200'0

N o v

F e r n a n d i n a H a r b o r F

Y C e d w g

E

M

A R

I N

E

W

O R

T M

A N

E

W

O R

T M

A N

W

R

E I L L Y

C U

T

S

T A

T

O

C

U T

S

T A

D R

E D

G I N

G

P

L A

N

C I V

I L

C-01

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

A

B

C

D

E

F

G

H

J

K

L

M

N

P

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

Q

R

S

T

U

V

W

X

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

C K

S O

N V

I L L E

D

I S

T R

I C

T

S

R

V

D

J A

C K

S O

N V

I L

L O

R I D

A

P R

I N

T E

D

D

A T

E

F I

M

E

A N

S I

E

W E

P B

F E

R N

A N

D I N

A

H

A R

B O

R

M A

I N

T E

N A

N C

E

D

R E

D G

I N

G

A

F

O O

T

P

R O

J E

C T

N A

S S

U

N T

Y

F

L O

R I