Fernandina Harbor Plans_20200707.pdf

PDF 9 MB Posted Jul 22, 2020

Attached to: Fernandina Harbor Maintenance Dredging 35 and 36-Foot Project Nassau County, Florida
Solicitation number: W912EP20B0005
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation for maintenance dredging services. The U.S. Army Corps of Engineers is soliciting bids to dredge Fernandina Harbor Cut-1 through Cut-6 and the Turning Basin in Nassau County, Florida. Services will include transporting excavated material to the Fernandina Ocean Dredged Material Disposal Site, as well as turbidity monitoring, endangered species observation during hopper dredging, sea turtle trawl-sweeping for hopper dredges, and marine animal observation for clamshell dredges. The Invitation for Bid is expected to be issued on July 22, 2020 with bids due August 21, 2020. The work is valued between $1-5 million and falls under NAICS code 237990 for dredging and surface cleanup activities. This is an unrestricted solicitation open to all responsible offerors.

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Other files

File	Type	Posted
Attendance Sheet Fernandina Harbor.pdf	PDF	Aug 21, 2020
C.04.01 W912EP20B0005 Abstract Fernandina Harbor Maintenance Dredging.pdf	PDF	Aug 21, 2020
B.08.03 Amendment 0003, Fernandina Harbor.pdf	PDF	Aug 17, 2020
B.08.03 Amendment 0002, Fernandina Harbor.pdf	PDF	Aug 11, 2020
Fernandina Harbor Final GDR 2020. Amendment 0001.pdf	PDF	Aug 10, 2020
Fernandina Harbor FY 2000 For Informational Purposes Only.pdf	PDF	Aug 10, 2020
B.08.03 Amendment 0001, Fernandina Harbor.pdf	PDF	Aug 10, 2020
B.08.02 Solicitation, Fernandina Harbor.pdf	PDF	Jul 22, 2020
20B0005Volume2Specs_RTA.pdf	PDF	Jul 22, 2020
Fernandina Harbor Final GDR 2020.pdf	PDF	Jul 22, 2020

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

GENERAL

SHEET INDEX

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PROJECT OVERVIEW

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CHANNEL CONTROL DATA

SHEET TITLESHEET ID

FERNANDINA HARBOR

MAINTENANCE DREDGING

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CITY OF FERNANDINA BEACH

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

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GENERAL SYMBOLOGY

DREDGING CROSS SECTIONS

DISPOSAL PLAN - ODMDS

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

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

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

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

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

35 AND 36-FOOT PROJECT

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

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

NASSAU COUNTY, FLORIDA

S T M A R Y S R I V E R E N T R A N C E of Engineers

US Army Corps

FL/GA BOUNDARY

STATE PARK

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SOLICITATION NO.:W912EP20B0005

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FULL SECTION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

REFERENCE SYMBOL KEYTERMS AND ABBREVIATIONS

IDENTIFICATION

400'0 200'20' 40'0

S-56 S-56

GENERAL NOTES

GENERAL SYMBOLOGY

LEGEND - NAVIGATION

IDENTIFIER

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

SHOWN

DRAWING WHERE

TITLE

DISCIPLINE DESIGNATOR

SURVEY NOTES - CHANNEL

CROSS SECTIONC

C-16

HORIZONTALVERTICAL

DRAWING AREA CROSS SECTION PROFILE TITLE WITH ASYMMETRICAL SCALES

DRAWING AREA - PLAN

PLAN VIEW

VIBRACORE BORING

VB-JH99-22

PROJECT CHANNEL

FEDERAL DREDGING AREAS

IN THE DIRECTION OF ARROW

MONUMENT FALLS OFF THE PAGE

CONTROL POINT

VERTICAL / TIDAL CALIBRATION

ELEVATION AND LOCATION

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

49.5

CHANNEL LIMIT PI IDENTIFIER

CHANNEL CL PI POINT

PID AF31

VB-JH99-22 IDENTIFIER

SURFACE SAMPLE

SURVEY NOTES - ODMDS

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

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

REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USAGE EM 1110-2-1003 ,

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

SURVEY.

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

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

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

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

SB-36 13 MAR 2020 CUTS 8 THROUGH 10

SB-36 12 MAR 2020 CUTS 1 THROUGH 4

SB-36 11 MAR 2020 CUTS 5 THROUGH 7, TURNING BASIN

SB-36 10 MAR 2020 TURNING BASIN, CUTS 5 & 6

VESSEL DATE OF SURVEY AREAS SURVEYED

KHZ) .

WITH A 28/200 KHZ SINGLE-BEAM TRANSDUCER. ALL SOUNDINGS SHOWN ARE IN HIGH FREQUENCY (400

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

8. VERTICAL MEASUREMENTS WERE MADE USING A RESON MODEL T20P MUL Tl- BEAM SYSTEM

"RICHARD E BONNER" (PID: BBCK39)

SOUTH END OF THE CONSOLIDATED FUEL DOCK, NORTH OF FERNANDINA MUNICIPAL MARINA FROM

BASE LOCATED AT "RICHARD E BONNER" (OPUS PID: BBCK39) FOR CUTS 3-10 TIDE STAFF WAS SET ON THE

REFERENCE BASE LOCATED AT "BATH HOUSE ARP" (OPUS PID: BBCB08) FOR CUTS 1 & 2 REFERENCE

FOLLOWING REFERENCE BASE LOCATION:

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

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

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

"CAMDENGA-NASSAU-DUVAL-ST JOHNS-FLAGLER_20191202.KTD".

TO MLLW UTILIZING A HYPACK KINEMATIC TIDE DATUM (KTD) MODEL. KTD FILE NAME IS:

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

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

ASSOCIATED WITH THE TIDE GAUGE SITES SPECIFIED BELOW:

MODEL WAS USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE BENCHMARKS

REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA). NOM'S VDATUM

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

1. REFER TO SURVEY NO. 20 -130.

C - CIVIL

G - GENERAL

COASTLINE

VERT

USCG

USC

USACE

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STA

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RFI

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NOAA

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NAD 83

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UNITED STATES COAST GUARD

UNITED STATES CODE

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

STATION

STREET

SQUARE FEET/FOOT

SHEET

RANGE

REQUEST FOR INFORMATION

ROAD

PERMANENT IDENTIFIER

OUTSTANDING FLORIDA WATER

OCEAN DREDGED MATERIAL DISPOSAL SITE

NOT TO SCALE

NUMBER

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

LINEAR FOOT/FEET

INTRACOASTAL WATERWAY

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EXISTING

EDGE OF BERM

ENVIRONMENT

ELEVATION

EROSION CONTROL LINE

DRAWING

DREDGED MATERIAL MANAGE UNIT

DATABASE

CUBIC YARD

CONTRACTING OFFICER'S REPRESENTATIVE

CENTERLINE

CHANNEL

CONSTRUCTION BASELINE

BOULEVARD

APPROXIMATE

G-02

EXISITNG GRADE

ODMDS RELEASE ZONE

FORT CLINCH AQUATIC PRESERVE AREA

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

STATE BOUNDARY LINE

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

SOME PORTIONS OF THE FEDERAL CHANNEL ARE ALSO LOCATED IN THE AQUATIC PRESERVE

7. THE FORT CLINCH AQUATIC PRESERVE IS AN OUTSTANDING FLORIDA WATER (O.F.W.).

INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO

PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

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

PROJECT.

THAT ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF CONSTRUCTION OF THIS

THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES

DRAWINGS ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY.

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

CENTERLINE

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

REFERENCED DATUM ARE ASSIGNED THE PLUS SYMBOL (+).

MLLW IS 3.82 FT BELOW NAVD88 AT THIS TIDAL STATION. ALL ELEVATIONS SHOWN ABOVE

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

REFERENCED TO THE REPORTED MEAN LOWER LOW WATER (MLLW) TIDAL DATUM, 1983-2001

3. UNLESS OTHERWISE INDICATED, ALL VERTICAL ELEVATIONS ARE IN U.S. SURVEY FEET AND

(NAD83(HARN)).

REFERENCED TO THE 2011 ADJUSTMENT OF THE NORTH AMERICAN DATUM OF 1983

FEET BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM EAST ZONE (0901)

2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL COORDINATES ARE IN U.S. SURVEY

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR

OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF

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

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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.

ODMDS D/A-O 30 JUN & 1 JUL 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

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

ADJUSTMENT OF 2011, NAD83(2011). ALL VALUES SHOWN IN THE UNITS OF U.S. SURVEY FEET.

FLORIDA EAST ZONE (0901), AND RELATIVE TO THE NORTH AMERICAN DATUM OF 1983,

5. HORIZONTAL POSITIONS ARE SHOWN IN THE STATE PLANE COORDINATE SYSTEM OF 1983,

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. 20-233.

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PENSACOLA

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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

FERNANDINA

O D M D S

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

CHANNEL

DEPTH (CY)

REQUIRED

VOLUME TO

OVERDEPTH (CY)

ALLOWABLE

VOLUME IN

(CY)

VOLUME

TOTAL

TOTALS

NOTE:

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

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING

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SOUTH JETTY

FORT CLINCH

FORT CLINCH STATE PARK

FORT CLINCH STATE PARK AQUATIC PRESERVE

CUMBERLAND ISLAND

P R O J E

M I T S

A M

E L

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K I N G S L

E E K

STATE BOUNDARY LINE

M A I N T E N A N

E D G I N G

CUT-1

C U

T -2

C U

T -3

C U T -5

C U

T -6

C U

T -6

C U T -7

C U T-

CUT-9

CUT-10

Y= 2290000

Y= 2280000

Y= 2320000

Y= 2310000

Y= 2300000 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

G-032000' 4000'0

5,000

TURNING BASIN

6,000 11,000

348,000 44,000 392,000

PROJECT OVERVIEW

Y= 2330000

CHANNEL AND WIDENER

CUT-1 STA. 0+00

CUT-6 STA. 9+00

354,000 49,000 403,000

DISTANCE FROM JETTY NOT SPATIALLY CORRECT.

ODMDS SIZE AS SHOWN IS CORRECT.

PLANE COORDINATES

AIDS TO NAVIGATION

RLB-20 520,982 2,318,380

APPROXIMATELY NEAR RLB-20

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

STATE TERRITORIAL WATERS

3 NAUTICAL MILE LIMIT

FEDERAL CHANNEL

FERNANDINA HARBOR

KINGS BAY ENTRANCE CHANNEL

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

G E O R G I A

S T A T E O F

NORTH JETTY

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

RLB-20

LITTLE TIGER ISLAND

B A S

T U R

AMELIA ISLAND

A M E L I A

I S L A N D

G E

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O J E

C T O

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R V

W -F

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CHANNEL CONTROL DATA

500' 1000'0

Y= 2305000

Y= 2310000

Y= 2315000

Y= 2300000

SHEET GENERAL NOTES

G-04

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

SURVEY CONTROL

HORIZONTAL AND VERTICAL CONTROL POINT

RICHARD E. BONNER

BATH HOUSE ARP

BBCK39

BBCB08

2,304,621.04

2,314,763.47

509,882.49

521,227.23

7.35

27.87

11.17

N/A

SURVEYING AND MAPPING BRANCH" FOR SPECIFIC DETAILS AND ACCESS.

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

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

NOTES:

RICHARD E. BONNER

BATH HOUSE ARP

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C U

T -4

C U

T -5

C U

T -6

C U

T -7

CUT-8

CUT-9

C U

T -10

TURNING BASIN

RGE 400

RGE 200

RGE 0

R G

RGE

E 50

E 200 RG

E 350

R G E

G E

0R G E

R G

RGE 350

S T

A C

U T -1

S T

A .8

U T -1

STA. 11+20.40 CUT-2

STA. 6+95.34 CUT-4

S T A . 4

.9 C

U T -5

S T A . 2

.8 C

U T -5

S T A . 2

.8 C

U T -5

STA. 4+63.51 CUT-6

STA. 9+00.00 CUT-6

STA. 5+08.50 CUT-6

STA. 9+00.00 CUT-6

STA. 0+00 CUT-2

STA. 37+16.23 CUT-1

STA. 0+00 CUT-3

STA. 27+87.54 CUT-2

STA. 0+00 CUT-4

STA. 35+47.31 CUT-3

STA. 0+00 CUT-5

STA. 13+07.27 CUT-4

STA. 0+00 CUT-6

STA. 30+80.36 CUT-5

STA. 0+00 CUT-6A

STA. 23+51.94 CUT-6

STA. 0+00 CUT-7

STA. 6+78.86 CUT-6A

C U T -6

STA. 0+00 CUT-10

STA.5+23.38 CUT-9

STA. 0+00 CUT-8

STA. 20+71.86 CUT-7

STA. 0+00 CUT-9

STA. 10+19.55 CUT-8

S T A .0 C

U T -1

E -4

RGE 464.68

T A . 2

.3 C

U T -5

STA. 0+40.00 CUT-6

STA. 6+15.00 CUT-6

S T A .7 C

U T -1

CHANNEL CONTROL POINTS

POINT (Y) NORTHING(X) EASTING

CHANNEL CONTROL POINTS

POINT (Y) NORTHING(X) EASTING

XII

VIII

VII

III

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

2,302,296.84

2,301,437.63

2,301,607.64

2,302,232.67

2,303,902.14

2,304,510.12

2,306,844.12

2,309,302.93

2,310,608.83

2,314,018.06

2,316,789.04

2,317,775.12

504,418.20

506,659.16

507,154.16

507,959.66

509,186.64

509,488.63

509,778.58

511,634.07

511,694.04

510,713.99

510,410.54

513,993.55

2,302,156.78

2,302,436.90

2,301,772.70

2,301,597.20

2,301,278.06

2,301,741.42

2,301,473.86

2,302,338.36

2,302,126.98

2,303,980.50

2,303,823.77

2,304,553.97

2,304,466.27

2,305,926.33

2,305,932.50

2,305,969.48

2,305,975.64

2,306,258.47

2,306,413.61

2,306,359.49

2,306,894.07

2,306,921.88

2,306,766.37

2,307,698.48

2,307,452.84

2,307,799.93

2,309,038.72

2,309,231.89

2,309,373.97

2,309,923.39

2,310,585.17

2,310,632.50

2,313,979.27

2,314,056.86

2,315,697.07

2,316,936.66

2,316,641.43

2,316,893.50

2,317,974.16

2,317,576.08

504,364.50

504,471.90

506,204.24

506,661.98

506,656.35

507,081.88

507,226.44

507,851.18

508,068.14

509,058.08

509,315.20

509,342.93

509,634.34

509,866.10

509,816.48

509,518.77

509,469.15

509,504.29

509,119.38

509,919.91

509,052.07

509,586.70

509,970.45

509,659.10

510,488.49

510,249.30

511,184.13

511,831.02

511,437.12

511,462.35

511,492.74

511,895.34

510,517.04

510,910.93

510,731.31

510,193.17

510,627.90

511,543.84

513,963.04

514,024.06

FEBRUARY 2020

FERNANDINA HARBOR FRAMEWORK REPORT

SURVEY FURNISHED WITHIN THESE PLANS.

AND GEOID MODEL ASSOCIATED WITH THE DATA SHOWN BY THE HYDROGRAPHIC

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

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

REPORT, SURVEY NOTES AND AS TABULATED WITHIN THESE PLANS.

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

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

BE PERFORMED UTILIZING REAL-TIME KINEMATIC GLOBAL POSITIONING SYSTEM

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS MUST

CONSTRUCTION SURVEY POSITIONING CRITERIA:

THE DESIGN SURVEY(S).

FURNISH HEREIN MUST USE THE SURVEY CONTROL AS TABULATED, ACCOMPANYING

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

VERTICAL SURVEY CONTROL MARKS WERE USED TO SURVEY A PARTICULAR

CONSTRUCTION PLANS. THESE SURVEY NOTES DETAIL WHICH HORIZONTAL AND

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

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

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

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

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

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

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

COVERAGE, OR DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM VALUES

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

WERE to be USED AS A STAND ALONE PRODUCT FOR THE navd88-mllw CALCULATION.

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

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

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

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

FROM THE NOAA VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 3.8, RELEASE

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

TIDAL MODEL:

(NAVD88).

HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA). ORTHOMETRIC

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

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

VERTICAL REFERENCE SYSTEM:

MASTER CHANNEL FRAMEWORK DESIGN FILE FOR THIS PROJECT.

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

EACH CHANNEL REACH. UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND

OFFSET COORDINATES ARE RELATIVE TO THE INDICATED CHANNEL BASELINE FOR

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

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

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

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

THE HORIZONTAL REFERENCE FRAME FOR THIS PROJECT IS THE NORTH AMERICAN

HORIZONTAL REFERENCE SYSTEM:

.0 1.

FT. CLINCH

CUT-1

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

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

RGE. 00

RGE. 200

RGE. 400

S T

100' 200'0

-F

H M

D -C

N .d g n

DREDGING PLAN

Y= 2317000

Y= 2318000

Y= 2316000

Y= 2319000

M A

T C

H L

E S

H E

E T C

U T -1 C

-0 S

T A

KINGS BAY ENTRANCE CHANNEL

S T

A C

U T -1

S T

A C

U T -1

S T

A C

U T -1

S T

A C

U T -1

S T

A C

U T -1

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

EXEMPT FROM O.F.W. CRITERIA.

AND THE SIDE SLOPES LOCATED WITHIN THE AQUATIC PRESERVE ARE

BOUNDARY LINES SHOWN. THE PORTIONS OF THE FEDERAL CHANNEL

1. THE FORT CLINCH AQUATIC PRESERVE IS LOCATED BETWEEN THE

SHEET GENERAL NOTES

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

C-01

NO DREDGING THIS SHEET

EBB

FLOOD

SOUTHERN BOUNDARY LINE OF FT. CLINCH AQUATIC PRESERVE

D R

E D

G P

L A

C U

T -1 S

T A T

O C

U T -1 S

T A

-F

H M

D -C

N .d g n

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:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Fernandina Harbor\Maintenance Dredging FY21\080 - Plans\05 Civil\C-01

F E

R N

A N

A H

A R

B O

M A

T E

N A

N C

E D

R E

D G

G V

B O

N A

S S

A U C

O U

N T

Y F

L O

N D

-F

O O

T P

R O J E

C T

H E

A U

S L E

J U

N E

W E

-04

C-05

C-0

C-02

C-0

KEY PLAN

NOT TO SCALE

OCEAN

ATLANTIC

A M

E L

L A

58.6

58.5

58.3

58.2 58.2

58.1

58.0 58.0

58.0

57.9

57.7

57.6

57.5

57.5 57.5

57.5

57.4

57.3

57.2

57.2 57.2

57.2

57.1

57.0

57.0 57.0

57.0

56.9

56.9 56.9

56.9

56.9 56.9

56.9

56.9 56.9

56.8

56.8 56.8

56.8

56.7

56.6 56.6

56.6

56.5

56.4 56.4

56.4

56.3

56.2

56.2 56.2

56.1 56.1

56.1

56.0

55.9

55.8

55.7

55.6

55.5

55.5 55.5 55.5

55.5

55.4 55.4 55.4

55.4

55.4 55.4

55.4

55.4 55.4

55.4

55.3

55.3 55.3

55.3

55.2

55.1

55.1 55.1

55.1

55.1 55.1

55.1

55.0 55.0

55.0

54.9 54.9

54.9

54.9 54.9

54.9

54.8

54.8 54.8

54.8 54.8 54.8

54.8

54.7

54.7 54.7

54.7

54.6 54.6 54.6

54.6

54.6 54.6

54.6

54.5

54.5 54.5

54.5

54.5 54.5

54.5

54.5 54.5

54.5

54.4

54.4 54.4

54.4

54.4 54.4

54.4

54.3

54.3 54.3

54.3

54.3 54.3

54.2

54.2 54.2

54.2

54.2 54.2 54.2

54.2

54.1 54.1

54.1

54.1 54.1

54.1

54.0

54.0 54.0

54.0 54.0 54.0

54.0

54.0 53.9

53.9 53.9

53.9

53.9 53.9

53.9

53.9 53.9

53.9

53.8

53.8 53.8

53.8

53.8 53.8

53.8

53.8 53.8

53.7

53.7 53.7

53.7

53.7 53.7

53.7

53.7 53.7

53.7

53.6

53.6 53.6 53.6

53.6 53.6

53.6

53.6 53.5

53.5

53.4

53.4 53.4

53.4

53.4 53.4

53.4

53.3

53.3 53.3

53.3

53.2 53.2

53.2

53.1

53.0

53.0 53.0

53.0

52.9 52.9

52.9

52.9 52.9

52.9

52.9 52.9

52.9

52.8

52.7

52.7 52.7

52.7

52.6

52.6 52.6

52.6

52.6 52.6

52.6

52.5

52.4

52.4 52.4

52.4

52.3

52.2

52.2 52.2

52.2

52.1

52.1 52.1

52.0

52.0 52.0

52.0

51.9

51.8

51.8 51.8

51.8

51.7

51.7 51.7

51.7

51.7 51.7

51.7

51.6

51.6 51.6

51.6

51.5

51.5 51.5

51.5

51.4

51.4 51.4

51.4

51.4 51.4

51.4

51.3 51.3

51.3

51.2

51.1

51.1 51.1

51.1

51.0

51.0 51.0

51.0

51.0 51.0

50.9

50.9 50.9

50.9

50.9 50.9

50.9

50.8

50.8 50.8

50.8

50.8 50.8

50.7

50.6 50.6

50.6

50.6 50.6

50.6

50.5

50.5 50.5

50.5

50.4

50.4 50.4

50.4

50.4 50.4

50.4

50.3

50.2

50.2 50.1

50.1

50.1 50.1

50.0

50.0 50.0

50.0

49.9

49.9 49.9

49.9

49.8

49.7

49.6

49.6 49.6

49.6

49.6 49.6

49.5

49.5 49.5

49.5

49.5 49.5

49.5

49.4 49.4

49.3

49.2

49.1

49.1 49.1

49.1

49.0

49.0 49.0 49.0

49.0 49.0

49.0

48.9

48.9 48.9 48.9

48.9

48.8

48.7

48.6

48.6 48.6

48.6

48.5

48.4

48.3

48.3 48.3

48.2

48.1

48.1 48.1

48.1

48.1 48.1

48.0

48.0 48.0

48.0

47.9

47.8

47.7

47.6

47.5

47.5 47.5

47.4

47.3

47.2 47.2

47.2

47.2 47.2

47.2

47.2 47.1

47.1

47.0

46.9

46.8

46.7

46.7 46.7

46.7

46.6

46.5

46.5 46.5

46.5

46.4

46.3

46.3 46.3

46.3

46.2

46.2 46.2

46.2

46.1

46.1 46.1

46.1

46.0

45.9

45.8

45.8 45.8

45.8

45.8 45.8

45.8

45.7

45.6

45.6 45.6

45.6

45.5

45.5 45.5

45.5

45.5 45.5

45.5

45.4

45.3

45.3 45.3

45.3

45.2

45.1

45.0

44.9

44.9 44.9

44.9

44.8

44.6

44.6 44.6

44.6

44.5

44.5 44.5

44.5

44.4

44.4 44.4

44.3

44.2

44.2 44.2

44.1

44.1 44.1

44.1

44.1 44.1

44.0

43.9

43.8

43.8 43.8

43.7

43.7 43.7

43.7

43.6

43.5

43.5 43.5

43.4

43.4 43.4

43.4

43.3

43.2

43.2 43.2

43.2

43.1

43.1 43.1

43.1

43.1 43.1

43.1

43.0

43.0 43.0

43.0

43.0 42.9

42.9

42.9 42.9

42.9

42.8

42.8 42.8

42.8

42.8 42.8

42.8

42.7

42.6

42.6 42.6

42.6

42.5

42.5 42.5

42.5

42.5 42.5

42.5

42.4

42.4 42.4

42.4

42.3

42.2

42.1

42.0

42.0 42.0

42.0

41.9

41.8

41.7 41.7

41.7

41.7 41.7

41.7

41.6 41.6

41.6

41.6 41.6 41.6

41.6

41.5

41.5 41.5

41.5

41.4

41.3

41.2

41.2 41.2

41.2

41.1

41.1 41.1

41.0

41.0 41.0

41.0

40.9

40.9 40.9

40.9

40.8

40.8 40.8

40.7

40.6

40.5

40.5 40.5

40.5

40.5 40.5

40.5

40.5 40.5

40.5

40.5 40.5

40.5

40.5 40.5

40.4

40.4 40.4

40.4

40.3

40.3 40.3

40.3

40.2

40.2 40.2 40.2

40.2

40.2 4

40.2

40.1

40.1 40.1 40.1

40.1

40.0

40.0 40.0

40.0

40.0 40.0

40.0

39.9

39.9 39.9

39.9

39.9 39.9

39.9

39.9 39.9

39.8

39.8 39.8 39.8

39.7

39.7 39.7

39.7

39.6 39.6

39.6

39.5

39.5 39.5

39.5

39.4

39.4 39.4

39.4

39.3

39.3 39.3

39.3

39.2

39.2 39.2

39.2

39.1

39.0

38.9

38.9 38.9

38.9

38.8

38.8 38.8

38.8

38.7

38.6

38.6 38.6 38.6 38.6

38.6

38.6 38.6

38.6

38.5

38.5 38.5

38.5

38.4

38.4 38.4

38.4

38.4 38.4

38.3

38.2

38.2 38.2

38.1

38.0

37.9

37.9 37.9

37.9

37.8

37.7

37.7 37.7

37.7

37.7 37.7

37.7

37.6

37.6 37.6

37.6

37.5 37.5

37.5

37.5 37.5

37.4

37.3 37.3

37.3

37.2

37.2 37.2

37.2

37.2 3

37.1

37.1 37.1

37.1

37.0

36.9

36.9 36.9

36.9

36.8

36.8 36.8

36.8

36.8 36.8

36.7

36.7 36.7

36.7

36.6

36.6 36.6

36.6

36.6 3

36.5

36.4

36.4 36.4

36.4

36.3 36.3 36.3

36.3

36.2

36.1

36.1 36.1

36.1 36.1 36.1

36.1

36.0

36.0 36.0

36.0 3

35.9

35.8

35.8 35.8 35.8

35.8

35.8 3

35.7

35.6

35.6 35.6

35.6

35.6 35.6

35.6

35.5

35.5 35.5

35.5

35.5 35.5

35.5 3

35.4

35.3

35.3 35.3

35.3

35.2

35.1 35.1

35.1

35.0

34.9 34.9

34.9

34.8

34.8 34.8

34.8

34.7

34.6

34.6 34.6

34.6

34.5

34.5 34.5

34.5

34.5 34.5

34.5 3

34.4

34.4 34.4

34.4

34.3

34.3 34.3

34.3

34.3 3

34.2

34.1

34.1 34.1

34.1

34.0

34.0 34.0 34.0

33.9

33.9 33.9

33.9

33.9 33.9

33.9

33.8

33.8 33.8

33.7

33.7 33.7

33.7

33.6

33.6 33.6

33.6

33.6 33.6 3

33.5

33.4

33.4 33.4

33.4

33.3

33.2 33.2

33.2

33.2 33.2

33.2

33.1

33.1 33.1

33.1

33.0 33.0 33.0

33.0 33.0

32.9

32.8

32.7

32.7 32.7

32.6

32.6 32.5

32.5

32.5 32.5

32.4

32.3

32.2

32.2 3

32.1

32.0 32.0

32.0

32.0 32.0

32.0

31.9

31.9 3

31.8

31.8 31.8

31.7

31.7 31.7

31.7

31.6

31.6 3

31.5

31.4

31.3

31.3 31.3

31.2

31.1

31.0

31.0 31.0

31.0

30.9

30.8

30.7

30.7 30.7

30.6

30.5

30.4

30.4 30.4

30.3

30.3 30.3

30.3

30.3 3

30.2

30.1

30.1 30.1

30.1

30.0

29.9

29.8

29.7

29.6

29.5

29.4

29.3

29.3 29.3

29.3

29.2 29.2

29.1 29.1

29.1

29.1 29.1

29.0

28.9

28.9 28.9

28.8

28.7

28.7 2

28.7

28.6

28.5

28.4

28.3

28.2

28.1

28.1 28.1

28.0

28.0 2

27.9

27.8

27.8 27.8

27.7

27.7 27.7

27.6

27.5

27.4

27.3

27.3 27.3

27.2

27.2 2

27.1

27.1 27.1

27.0

26.9 2

26.8

26.8 26.8

26.7

26.6

26.6 26.6

26.5

26.5 26.5

26.4

26.3

26.3 26.3

26.2

26.1 26.1

26.1

26.0

26.0 26.0 26.0

26.0

25.9

25.8

25.7

25.6

25.6 25.6 25.6

25.6

25.6 2

25.5

25.5 25.5

25.4 25.4

25.3

25.2

25.1 25.1

25.0 25.0

24.9

24.8

24.7

24.7 24.7

24.6

24.5

24.5 24.5

24.5

24.4

24.3

24.2

24.1

24.0

23.9

23.8

22.7

22.4

22.1

20.9

20.2

19.6

18.7

18.6

17.6

17.2

16.9

16.0

15.6 14.8

13.8

13.7

13.5

13.4

13.3 13.2

13.2

13.1

12.6

12.5

"GLB-1"

"RLB-2"

"GLB-3"

PLANE COORDINATES

AIDS TO NAVIGATION

2,316,561

2,316,245

511,299

510,245

510,897 2,315,131

GLB-1 (03/19)

RLB-2 (03/19)

GLB-3 (03/19)

100' 200'0

DREDGING PLAN

C-02

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

CUT-2

A M E L I A R I V E R

P.I. STA 27+87.55 CUT-2

P.I. STA 0+00 CUT-3 P.I. STA. 0+00 CUT-2

P.I. STA. 37+16.23 CUT-1

R G

E . 0

R G

E . 2

R G

E . 4

RGE. 00

RGE. 200

RGE. 400

C U

T -1

X= 510000

X= 512000

X= 511000

R G E . V

A R

MATCHLINE SHEET C-0

1 CUT-1 S

TA. 25

+00

M A

T C

H L

E S

H E

E T C

-0 C

U T -3 S

T A . 1

STA. 30+

00 CUT-1

STA. 35+

00 CUT-1

S T

A C

U T -2

S T

A C

U T -2

S T

A C

U T -2

S T

A C

U T -2

S T

A C

U T -2

S T

A C

U T -2

S T

A C

U T -3

S T . M

A R Y S R

I V E R E

N T R A N

SHEET GENERAL NOTES

EXEMPT FROM O.F.W. CRITERIA.

AND THE SIDE SLOPES LOCATED WITHIN THE AQUATIC PRESERVE ARE

BOUNDARY LINES SHOWN. THE PORTIONS OF THE FEDERAL CHANNEL

1. THE FORT CLINCH AQUATIC PRESERVE IS LOCATED BETWEEN THE

EBB

FLOOD

NO DREDGING THIS SHEET

E B

F L

O O

SOUTHERN BOUNDARY LINE OF FT. CLINCH AQUATIC PRESERVE

D R

E D

G P

L A

S T

C U

T -1 S

T A T

O C

U T -3 S

T A

-F

H M

D -C

N .d g n

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:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Fernandina Harbor\Maintenance Dredging FY21\080 - Plans\05 Civil\C-02

F E

R N

A N

A H

A R

B O

M A

T E

N A

N C

E D

R E

D G

G V

B O

N A

S S

A U C

O U

N T

Y F

L O

N D

-F

O O

T P

R O J E

C T

H E

A U

S L E

J U

N E

W E

-04

C-05

C-0

C-02

C-0

KEY PLAN

NOT TO SCALE

OCEAN

ATLANTIC

A M

E L

L A

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 23, 2020.