JaxHarborMDFY18_Advertised_Plans.pdf

PDF 33 MB Posted Feb 22, 2018

Attached to: Jacksonville Harbor, Maintenance Dredging, 38- and 40- Foot Projects, Cut-7 Through Cut -45, Cut-55, Cut-G, and the Lower Terminal Channel, Duval County, Florida
Solicitation number: W912EP-18-B-0003
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Jacksonville Harbor Advertised Plans FY18

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File	Type	Posted
Bid_Abstract_-_Jacksonville_Harbor,_Maintenance_Dredging,_FY_18_O&M.pdf	PDF	Apr 3, 2018
Amendment_0004.pdf	PDF	Mar 27, 2018
Amendment_0003.pdf	PDF	Mar 20, 2018
Amend0002.pdf	PDF	Mar 12, 2018
Amendment_0001.pdf	PDF	Mar 9, 2018
Site_Visit_Roster.pdf	PDF	Mar 6, 2018
18B0003Volume1Specs.pdf	PDF	Feb 22, 2018
Jax_O&M_GDR_2018_13nov2017.pdf	PDF	Feb 22, 2018
18B0003Volume2Specs.pdf	PDF	Feb 22, 2018

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US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

W912EP-18-B-0003

MMMMMMMMM YYYY

XXXXXX-XX-X-XXXX

VOLUME X

JACKSONVILLE DISTRICT

JACKSONVILLE HARBOR; MAINTENANCE DREDGING;

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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

NAVAL STATION MAYPORT

MILE POINT

J A C K S O N V I L L E

O F

C I T Y

B L O U N T I S L A N D

B E A C H

J A C K S O N V I L L E

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

D U V A L C O U N T Y

S T J O

H N S R

I V E R

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O H

I V E R

S T J O H N S R I V E R

DUVAL COUNTY, FLORIDA

SHEET TITLE

GENERAL

SHEET INDEX

G-01

SHEET NO

G-02

G-03

G-04

G-05

G-06

G-07

G-08

G-09

G-10

PROJECT OVERVIEW

CHANNEL CONTROL DATA

CIVIL

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C-19

C-20

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C-22

C-23

C-24

C-25

DREDGING PLAN - STA. 5+00 CUT-8 TO STA. 10+00 CUT-9

DREDGING PLAN - STA. 10+00 CUT-9 TO STA. 2+00 CUT-12

DREDGING PLAN - STA. 30+00 CUT-55 TO STA. 20+00 LTC

DREDGING PLAN - STA. 10+00 CUT-G TO STA. 40+00 CUT-G

DREDGING PLAN - STA. 40+00 CUT-G TO STA. 70+00 CUT-G

TYPICAL CROSS SECTIONS

DISPOSAL PLAN - BARTRAM ISLAND CELL "A"

CHANNEL CONTROL DATA

COVER

TYPICAL CROSS SECTIONS

DREDGING PLAN - STA. 10+00 CUT-14/15 TO STA. 40+00 CUT-14/15

DREDGING PLAN - STA. 40+00 CUT-14/15 TO STA. 10+00 CUT-17

DREDGING PLAN - STA. 10+00 CUT-17 TO STA. 15+00 CUT-39

DREDGING PLAN - STA. 15+00 CUT-39 TO STA. 15+00 CUT-40

DREDGING PLAN - STA. 15+00 CUT-40 TO STA. 19+00 CUT-41

DREDGING PLAN - STA. 19+00 CUT-41 TO STA. 13+00 CUT-42

DREDGING PLAN - STA. 13+00 CUT-42 TO STA. 43+00 CUT-42

DREDGING PLAN - STA. 43+00 CUT-42 TO STA. 73+00 CUT-42

DREDGING PLAN - STA. 73+00 CUT-42 TO STA. 103+00 CUT-42

DREDGING PLAN - STA. 103+00 CUT-42 TO STA. 133+00 CUT-42

DREDGING PLAN - STA. 35+00 CUT-44 TO STA. 10+00 CUT-45

DREDGING PLAN - STA. 10+00 CUT-45 TO STA. 39+00 CUT-45

DREDGING PLAN - STA. 20+00 LTC TO STA. 51+00 LTC

DREDGING PLAN - STA. 51+00 LTC TO STA. 82+00 LTC

DREDGING PLAN - STA. 2+00 CUT-12 TO STA. 10+00 CUT-14/15

DREDGING PLAN - STA. 133+00 CUT-42 TO STA. 7+00 CUT-43 & 70+00 CUT-G

38- AND 40-FOOT PROJECTS; CUT-7 THROUGH CUT-45,

CUT-55, CUT-G, AND THE LOWER TERMINAL CHANNEL;

TERMS AND ABBREVIATIONS, GENERAL SYMBOLOGY, TABLE OF CONTENTS, SURVEY NOTES

C-26

C-27

DREDGING PLAN - STA. 10+00 CUT-7 TO STA. 5+00 CUT-8

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SURVEYING, 30 NOV 2013.

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

ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY

11. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY

DEPTHS AT THE TIME OF SURVEY.

TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE

BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT

OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

SB-46 18-009 25 OCT 2017 TERMINAL CHANNEL

SB-46 18-009 24 OCT 2017 CUT-42

SB-46 18-009 23 OCT 2017 CUT-43, CUT-G, CUT-F

SB-46 18-009 20 OCT 2017 CUT-44 THRU CUT-45

SB-46 17-191 12 OCT 2017 CUT-G

SB-46 17-191 10 OCT 2017 CUT-40 THRU CUT-41

SB-46 17-191 21 SEP 2017 CUT-9 THRU CUT-13

SURVEY VESSEL SURVEY NO. DATE OF SURVEY AREA SURVEYED

65+00 OF THE TERMINAL CHANNEL WHICH ARE SHOWN IN LOW FREQUENCY.

IN HIGH FREQUENCY (200/240 KHz) EXCEPT FOR STATIONS 30+00 TO

(28/200 KHZ) SINGLE BEAM TRANSDUCER. ALL SOUNDINGS ARE SHOWN

AND A ROSS MODEL 835C SMARTSOUNDER WITH A DUAL FREQUENCY

2024 MULTIBEAM SYSTEM (240KHZ), EDGETECH 6205 (550KHZ),

9. VERTICAL MEASURMENTS WERE MADE USING AN R2 SONIC MODEL

REFERENCE BASE LOCATED AT “872 0242 A TIDAL” (OPUS PID: BBBZ31)

REFERENCE BASE LOCATED AT “DUNNS CREEK” (OPUS PID: BBCT64)

REFERENCE BASE LOCATED AT “NEW BERLIN” (OPUS PID: BBDH77)

REFERENCE BASE LOCATED AT “BIMT-101” (OPUS PID: BBBX61)

REFERENCE BASE LOCATED AT “CHARLIE TOWER” (OPUS PID: BBDC09)

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

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

7. AIDS TO NAVIGATION WERE LOCATED.

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

“CAMDENGA-NASSAU-DUVAL-STJOHNS-FLAGLER_01FEB2011.KTD”.

DATUM (KTD) MODEL, TITLED

GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC TIDAL

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

NOAA TIDAL STATION 872-0242, LONGBRANCH

NOAA TIDAL STATION 872-0215, NAVY FUEL DEPOT

NOAA TIDAL STATION 872-0219, DAMES POINT

NOAA TIDAL STATION 872-0218, BAR PILOTS DOCK

NOAA TIDAL STATION 872-0211, MAYPORT NAVAL STA

MARKS ASSOCIATED WITH THE TIDE GAGE SITES SPECIFIED BELOW:

USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE BENCH

ATMOSPHERIC ADMINISTRATION (NOAA). NOAA’S VDATUM MODEL WAS

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

4. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL

THE NORTH AMERICAN DATUM OF 1983 (NAD 1983).

PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO

3. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

BY A (+) SIGN.

2. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEEDED

1. REFER TO SURVEY NO. 18-009.

30 NOV 2013.

EM 1110-2-1003, HYDROGRAPHIC SURVEYING,

REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE

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

DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF SURVEY.

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

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

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

SB-46 05 JAN 2018 CUT-G & CUT-F

SB-46 27-28 NOV 2017 CUT-B

SB-46 27 NOV 2017 CUT-A

SB-46 25 NOV 2017, 31 JAN 2018, XX FEB 2018 TERMINAL CHANNEL

SB-46 31 JAN 2018 CUT-52 THRU CUT-55

SB-46 02 FEB 2018 CUT-51

SB-46 12 JAN 2018 CUT-49 THRU CUT-50

SB-46 23 JAN 2018 CUT-45 THRU CUT-48

SB-46 30 JAN 2018 CUT-43 THRU CUT-44

SB-46 05 JAN 2018 CUT-42 EXTENSION

SB-46 05 JAN 2018 CUT-42

SB-46 20 NOV 2017 CUT-40 THRU CUT-41

http://www.saj.usace.army.mil/Divisions/Operations/Braches/HydroSurvey/index.htm

HYDROGRAPHIC SURVEYING BRANCH, CESAJ-OD-NH

SB-46 22 NOV 2017 CUT-16 THRU CUT-39

SB-46 11 JAN 2018 CUT-14/15

SB-46 22 DEC 2017 CUT-9 THRU CUT-13

SB-46 21 DEC 2017 CUT-4 THRU CUT-8

SV FLORIDA II 20 NOV 2017 & 4-6 DEC 2017 BAR CUT-3

SURVEY VESSEL DATE OF SURVEY AREA SURVEYED

CHANNEL WHICH ARE SHOWN IN LOW FREQUENCY (28 KHZ).

FREQUENCY (200/240 KHZ) EXCEPT FOR STATIONS 19+00 - 67+00 OF THE TERMINAL

(28/200 KHZ) SINGLE BEAM TRANSDUCER. ALL SOUNDINGS SHOWN ARE IN HIGH

SYSTEM (240KHZ) AND A ROSS MODEL 835C SMARTSOUNDER WITH A DUAL FREQUENCY

9. VERTICAL MEASURMENTS WERE MADE USING AN R2 SONIC MODEL 2024 MULTIBEAM

TERMINAL CHANNEL

REFERENCE BASE LOCATED AT “872 0242A” (OPUS PID: BBBZ31) FOR CUT-51 TO

CUT-50

REFERENCE BASE LOCATED AT “DUNNS CREEK” (OPUS PID: BBCT64) FOR CUT-43 THRU

CUT-42

REFERENCE BASE LOCATED AT “NEW BERLIN” (OPUS PID: BBDH77) FOR CUT-F, CUT-G &

CUT-A & B

REFERENCE BASE LOCATED AT “BIMT-101” (OPUS PID: BBBX61) FOR CUT-9 THRU CUT-42,

THRU CUT-8

REFERENCE BASE LOCATED AT “CHARLIE TOWER” (OPUS PID: BBDC09) FOR BAR CUT-3

THE FOLLOWING REFERENCE BASE LOCATIONS:

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

7. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

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

TITLED “CAMDENGA-NASSAU-DUVAL-STJOHNS-FLAGLER_01FEB2011.KTD”.

REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC TIDAL DATUM (KTD) MODEL,

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

NOAA TIDAL STATION 872-0242, LONG BRANCH FOR CUT-50 THRU TERMINAL CHANNEL

NOAA TIDAL STATION 872-0215, NAVY FUEL DEPOT FOR CUT-47 THRU CUT-50

NOAA TIDAL STATION 872-0219, DAMES POINT FOR CUT-42 THRU CUT-46

NOAA TIDAL STATION 872-0221, FULTON FOR CUTS 14/15 THRU CUT-41

NOAA TIDAL STATION 872-0218, BAR PILOTS DOCK FOR CUTS 4 THRU 13

NOAA TIDAL STATION 872-0211, MAYPORT NAVAL STA FOR BAR CUT 3

SITES SPECIFIED BELOW:

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

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

1983-2001, AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC

4. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL EPOCH

OF 1983 (NAD 1983).

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

3. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION

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

1. REFER TO SURVEY NO. 18-001.

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

DRAWING WHERE SHOWN

OUT IN DETAIL

LOCATION CALLED

SMALL CONDITIONS DETAIL INDICATOR

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

(CONCST)

CONCRETE

CAST-IN-PLACE

(CONCLW)

PRECAST CONCRETE

(EARTH)

COMPACTED FILL

(GRVCRE)

/FDM

DRAINAGE BLANKET

(GRVSCL)

BEDDING MATERIAL

(INSSCM)

CONCRETE MAT

(RIPRAP)

RIPRAP

(ROCK)

ROCK

(EARTH, 45^)

EXISITNG SOIL

(TERRZO)

FILTER SAND

(GRAVEL)

GRAVEL

(POROUS)

COBBLES EXTERIOR ELEVATION

DETAIL BOUNDRY

DRAWING WHERE SHOWN

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

F6 F3

MATERIAL SYMBOL KEY

REFERENCE SYMBOL KEY

TERMS AND ABBREVIATIONS

T - TELECOMMUNICATIONS

E - ELECTRICAL

M - MECHANICAL

F - FIRE PROTECTION

Q - EQUIPMENT

A - ARCHITECTURAL

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY/MAPPING

G - GENERAL

IDENTIFICATION

400'0 200'20' 40'0

S-56 S-56

S-76

C-16

A-32 M-51

DRAWING AREA PLAN TITLE

DRAWING AREA SECTION/ELEVATION/DETAIL TITLE WITH ASYMMETRICAL SCALES

A-21A-21

GENERAL NOTES

TABLE OF CONTENTSGENERAL SYMBOLOGY

G E

N E

R A

G-02

49.5

PID AF3134

PROJECT CHANNEL

DREDGING AREAS

ELEVATION AND LOCATION

CHANNEL LIMITS

CHANNEL PI POINTS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

IN DIRECTION OF ARROW

MONUMENT OFF SHEET

STAGING / UNLOADING AREA

LEGEND - NAVIGATION

CB-JH99-22 IDENTIFIER

P-JH99-22 IDENTIFIER

GS-JH99-22 IDENTIFIER

VB-JH99-22 IDENTIFIER

CORE BORING

PROBE

GRAB SAMPLE

VIBRACORE BORING

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

PROJECT DEPTH

NO WAKE

SIGN

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

(EARTH, 45^)

EXISITNG SOIL

SEA GRASS LIMITS

CROSS SECTION

200'0 100'

PLAN

SCALE: 1" = 100'

SCALE REFERENCE

TITLE

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

SCALE REFERENCE

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

GRAPHIC SCALE

VERT

USCG

USACE

TYP

TOS

TOL

TOB

STA

RGE

RFI

N.T.S.

NOAA

NAD83

NAVD88

MLW

MLLW

MHW

LTC

IWW

INV

HORZ

FDOT

FDEP

EOB

EL / ELEV

ECL

DWG

DMMA

CHN.

CBL

BLVD

ARC

APPROX

VERTICAL

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

TERMINAL CHANNEL

TURNING BASIN

STATION

STREET

SQUARE FEET/FOOT

SHEET

RANGE

REQUEST FOR INFORMATION

ROAD

POINT OF INTERSECTION

NOT TO SCALE

NUMBER

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1998

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LOWER TERMINAL CHANNEL

LINEAR FOOT/FEET

INTRACOASTAL WATERWAY

INVERT

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EDGE OF BERM

ELEVATION

EROSION CONTROL LINE

DRAWING

DREDGED MATERIAL MANAGE AREA

CUBIC YARD

CENTERLINE

CHANNEL

CONSTRUCTION BASELINE

BOULEVARD

ALAFIA RIVER CHANNEL

APPROXIMATE

SHOWN

DRAWING WHERE

SHOWN

DRAWING WHERE

CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC

6. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY

DRAWINGS TO THE EXTENT APPLICABLE.

AND ARE PERTINENT TO THE CONDITIONS ON THIS SET OF

5. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS

BE USED FOR MEASUREMENTS (DATED 2015).

ARE FOR GENERAL INFORMATION ONLY AND ARE NOT TO

4. THE AERIAL PHOTOGRAPHY SHOWN ON THESE DRAWINGS

CONSTRUCTION OF THIS PROJECT.

NECESSARY FOR OR AFFECT THE PERFORMANCE OF

SUCH FEATURES THAT HE/SHE DETERMINES ARE

RESPONCIBLE FOR VERIFYING THE LOCATION OF ALL

ON THE DRAWINGS. THE CONTRACTOR SHALL BE

INDICATED. NOT ALL EXISTING STRUCTURES ARE INDICATED

PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE

PLANS ARE FOR INFORMATION ONLY AND WERE NOT

3. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE

ALL UNITS ARE U.S. SURVEY FEET.

THE NORTH AMERICAN DATUM OF 1983 (NAD83(90)).

SYSTEM AND REFERENCED TO THE 1990 ADJUSTMENT TO

THE FLORIDA STATE PLANE EAST ZONE COORDINATE

2. COORDINATES SHOWN ON THESE DRAWINGS ARE BASED ON

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR

DESIGNATIONS OF INDIVIDUALS THAT APPEAR ON THESE

THE INITIALS OR SIGNATURES AND REGISTRATION

DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE

SURVEY NOTES

T E

R M

S A

N D A

B B

R E

N S

G E

N E

R A

S Y

M B

O L

O G

Y T

A B

L E O

F C

O N

T E

N T S S

U R

V E

Y N

O T

SURVEY NOTES

E R

H E

A D E

L E

C T

E R

H E

A D E

L E

C T

E R

H E

A D E

L E

C T

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

O H N S

R I

V E

NAVAL STATION MAYPORT

J A C K S O N V I L L E

O F

C I T Y

X ,0

Y=2,170,000

Y=2,180,000

Y=2,190,000

Y=2,200,000

Y=2,210,000

Y=2,220,000

B E A C H

J A C K S O N V I L L E

CELL "A"

BARTRAM ISLAND S T J O H N S R I V E R

S T J O

H N S

R I V E R

B L O U N T I S L A N D

MILE POINT

M I L L C O V E

B A

R C

U T -3 S

T A

A L W

A T E

R W

A Y

T S

A O

C A

R T

T N

A L

T A

Y A

W R

E T

A W

L A

T S

A O

C A

R T

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

BID ITEM

DEPTH (CY)

REQUIRED

VOLUME TO

OVERDEPTH (CY)

ALLOWABLE

VOLUME IN

(CY)

VOLUME

TOTAL

TOTALS

BASE

OPTION A

OPTION B

AREA

DREDGE

OPTION C

OPTION D

LIMITS

START END

0 6000'3000'

PROJECT VICINITY

G E

N E

R A

P R

O J E

C T O

V E

R V

G-03

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

96,000

11,000

8,000

1,000

3,000

6,000

5,000

54,000

470,000

37,000

85,000

128,000

16,000

12,000

18,000

50,000

1,000

123,000

AND THE COMMENCEMENT OF DREDGING.

SHOALING EXPECTED TO OCCUR BETWEEN THE DATE OF THE SURVEY

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE

NOTE:

-J

H M

D -G

I0 .d g n

CUT-42 STA. 45+00

CUT-G STA. 70+00

CUT-42 STA. 100+00

CUT-42 STA.107+00

CUT-42 STA. 139+00

CUT-G STA. 84+50

CUT-45 STA. 35+50

TERMINAL CH. STA. 4+00

LOWER TERMINAL CH. STA. 65+00

LOWER TERMINAL CHANNEL STA. 65+00

566,000

48,000

93,000

136,000

17,000

15,000

24,000

55,000

1,000

177,000

CUT-7 STA. 10+00

CUT-G STA. 14+50

CUT-42 STA. 72+00

CUT-42 STA. 100+00

CUT-42 STA. 107+00

CUT-G STA. 74+20

CUT 44 STA. 35+00

CUT-55 STA. 38+00

LOWER TERMINAL CH. STA. 20+00

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 pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Maintenance Dredging FY18\001 - Plans\01 General\G-03

/9 /2

D R

A W

G D

A T

E N

A M

A N

S I E

X X

X X -X

X -X -X

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

C O

C H

R A

N E

E n d

B E

R G

E N

O C

T O

B E

J A

C K

S O

N V

R B

O R D

U V

U N

T Y F

L O

T E

N A

E D

A N

-F

O O

T P

R O J E

C T S

A N

D T

H E L

O W

E R T

E R

A L C

H A

N N

E L

C U

T -7 T

H R

O U

G H C

U T -4

C U

T -5

GULF OF MEXICO

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WEST

N.T.S.

LOCATION MAP

OF WORK

LOCATION

CANAVERAL

ST LUCIE

ST AUGUSTINE

GAINESVILLE

FLORIDA

BEACH

WEST PALM

FT. LUDERDALE

A T L A

N T

C E

A N

C -1

C -0

6C -0

C -0

4 C -0

C -02

C-01

C-18

C-19

C-20

C-21

C-22

RGE. 4

RGE.

R G

E -5

R G

E .5

RGE. 380

RGE. -380

8 4

3 RGE. 400

RGE. -400

C U

T -7

C U

T -6

CUT-

CUT-4

RGE. -

RGE.

-4

R G

E -4

RGE. 0

RGE.

RGE. 0 RGE. 0

R G

III

BAR CUT - 3

III

X Y

PLANE COORDINATES (NAD83(90)

POINTS

P.I.

2,204,153.25

2,205,979.67

2,206,525.71

2,206,750.16

2,203,149.12

519,642.79

521,308.80

522,552.47

524,074.70

553,858.17

PLANE COORDINATES (NAD83(90)

YPOINTS

CHANNEL

2,204,279.18

2,204,027.31

2,206,357.52

2,205,601.81

2,206,928.87

2,206,122.55

2,207,156.30

2,206,344.02

2,205,910.65

2,205,156.15

2,205,930.51

2,205,136.29

2,203,546.22

2,202,752.01

519,141.80

520,143.77

521,037.62

521,579.99

522,338.91

522,766.03

523,881.37

524,268.03

534,183.89

534,092.67

534,186.29

534,090.27

553,906.18

553,810.16

872 021

8 A TID

STARK

CHARLIE TOWER ARP

CHANNEL CONTROL DATA NOTES:

REVISION 05 MAY 2015

JACKSONVILLE HARBOR FRAMEWORK REPORT

PPCPS LISTED ABOVE.

GPS OBSERVATIONS AND ARE REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE

PERFORMED UTILIZING REAL-TIME KINEMATIC (RTK) OR REAL-TIME NETWORK (RTN)

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS ARE

CONSTRUCTION SURVEY POSITIONING CRITERIA:

HEIGHTS RELATIVE TO MLLW.

OPERATIONS DIVISION USED TO CORRECT OBSERVED GPS DERIVED ELEVATIONS TO

CONTROL AND CALIBRATION TIDE GAUGE SITES CURRENTLY EMPLOYED BY

REFER TO THE NOTES OF THE LATEST FIELD SURVEY FOR THE SPECIFIC SURVEY

872 0357I-295 BRIDGE (WEST END), ST JOHNS RIVER

872 0333PINEY POINT, ST. JOHNS RIVER

872 0296ORTEGA RIVER ENTRANCE

872 0274LITTLE POTTSBURG CREEK

872 0242LONGBRANCH (USE-DDP), ST JOHNS RIVER

872 0215JACKSONVILLE, NAVY FUEL DEPOT

872 0219DAMES POINT, ST. JOHNS RIVER

872 0203BLOUNT ISLAND BRIDGE

872 0221FULTON, ST. JOHNS RIVER

872 0232PABLO CREEK ENTRANCE

872 0224MAYPORT, ST JOHNS RIVER

872 0220MAYPORT (FERRY DEPOT)

872 0218MAYPORT BAR PILOTS DOCK, ST JOHNS RIVER

872 0214MAYPORT NAVAL STATION

NOAA STATION IDPPCP: MLLW CALIBRATION GAGES

CUT-51 TO TERMINAL CHANNELOPUS PID: BBBZ310242A

CUT-43 THRU CUT-50OPUS PID: BBCT64DUNNS CREEK

CUT-F, CUT-G & CUT-42OPUS PID: BBDH77NEW BERLIN

CUT-9 THRU CUT-42, CUT-A & BOPUS PID: BBBX61BIMT-101

BAR CUT-3 THRU CUT-8OPUS PID: BBDC09CHARLIE TOWER

CHANNEL REACHPPCPNGSIDB/OPUS PIDNSRS

(PID) OR GAGE STATION ID SHOWN FOR THE PPCP.

AND/OR NOAA CO-OPS NWLON DATABASES, BASED ON THE PERMANENT IDENTIFIER

NATIONAL SPATIAL REFERENCE SYSTEM (NSRS) NGSIDB, OPUS/DB, CONSTRUCTION PLANS,

PPCP COORDINATE AND ELEVATION DATA ARE OBTAINED FROM THE CURRENT NOAA

PRIMARY PROJECT CONTROL POINTS (PPCP):

JACKSONVILLE DISTRICT.

(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

THE VDATUM MODEL FILE ARE NOT TO BE CONSIDERED EQUALIVALENT.

AND IS USED FOR REAL TIME VERTICAL DATUM CORRECTIONS. THE KTD FILE AND

FROM THESE SOURCES, A GRIDDED KINEMATIC TIDAL DATUM (KTD) FILE WAS GENERATED

VDATUM HYDRODYNAMIC TIDAL MODEL AND PUBLISHED NOAA TIDE GAUGE DATUM REPORTS.

THE NAVD88-MLLW RELATIONSHIP FOR THE PROJECT IS DERIVED FROM THE NOAA

TIDAL MODEL:

REDUCE OBSERVED ELLIPSOID HEIGHTS TO NAVD88 ORTHOMETRIC HEIGHTS.

DATUM OF 1988 (NAVD88). THE CURRENT NOAA/NGS GEOID MODEL IS USED TO

ORTHOMETRIC ELEVATIONS 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:

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 DATUM FOR THIS PROJECT IS THE NORTH AMERICAN

HORIZONTAL REFERENCE SYSTEM:

G-04

G E

N E

R A

Y =2202

Y =2205

Y =2208

Y =2211

Y =2214

PLAN VIEW - CHANNEL CONTROL DATA

0 500' 1000'

C H

A N

N E

L C

O N

T R

O L D

A T

-J

H M

D -G

I0 .d g n

MATCHLINE SHEET G-05 STA. CUT-7 13+00

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 pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Maintenance Dredging FY18\001 - Plans\01 General\G-04

/9 /2

D R

A W

G D

A T

E N

A M

A N

S I E

X X

X X -X

X -X -X

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

C O

C H

R A

N E

E n d

B E

R G

E N

O C

T O

B E

J A

C K

S O

N V

R B

O R D

U V

U N

T Y F

L O

T E

N A

E D

A N

-F

O O

T P

R O J E

C T S

A N

D T

H E L

O W

E R T

E R

A L C

H A

N N

E L

C U

T -7 T

H R

O U

G H C

U T -4

C U

T -5

E -3

R G E.

-3

RGE. 312.50

RGE. -312.50

RGE. -237.50

RGE. 237.50

RGE. 287.50

RGE. -287.50

R G

E .5

R G

E -5

R G

E .5

R G E.

CUT-1

CUT-11CUT-12

CUT-13

CUT-16

CUT-17

CUT-18

CUT-

C U

T -9

C U

T -8

C U

T -7

CUTS- 14 / 15

RGE.

312.50

RGE.

312.50

RGE.

.50

RGE.

-312 .50

RGE.

-28 7.5

RGE.

-287.

RGE.

-287.50

RGE.

287.50

RGE.

287.5

RGE.

7.5

C U T

-3

RGE.

-312.50

RGE.

-312.50

RGE. 287.50

RGE. 0

RGE.

RGE. 0

R G

RGE. 0

R G

RGE. 0

R G E.

RGE. 0 RGE. 0

RGE. 0

VII

VIII

XXI

XII

XIII

XIV

XVI

XVII

2,203,532.29

2,203,743.27

2,203,715.48

2,203,368.12

2,202,696.54

2,199,658.32

2,198,838.34

2,198,691.30

2,198,602.54

2,198,651.65

2,199,652.88

2,201,524.26

503,679.26

504,582.04

505,480.21

506,515.58

507,665.08

511,332.41

512,951.47

513,425.42

514,027.78

514,803.60

517,010.80

518,617.36

XVII

XVI

XIV

XIII

XII

VIII

VII

X Y

PLANE COORDINATES (NAD83(90)

2,203,854.16

2,203,210.42

2,204,031.79

2,203,454.74

2,204,001.53

2,203,429.43

2,203,631.28

2,203,104.96

2,203,088.26

2,202,304.82

2,200,074.47

2,199,242.16

2,199,129.01

2,198,547.67

2,198,996.94

2,198,385.67

2,198,916.49

2,198,288.59

2,198,959.91

2,198,343.39

2,199,908.91

2,199,396.86

2,201,229.15

2,201,819.37

503,793.18

503,565.34

504,553.28

504,610.79

505,531.46

505,428.95

506,635.07

506,396.10

507,564.53

507,765.63

511,202.36

511,462.46

513,069.20

512,833.75

513,494.91

513,355.93

514,040.83

514,014.73

514,726.68

514,880.52

516,818.73

517,202.86

517,952.15

519,282.57

X Y

PLANE COORDINATES (NAD83(90)

POINTS

P.I.

POINTS

CHANNEL

G E

N E

R A

Y =2

G-05

C H

A N

N E

L C

O N

T R

O L D

-J

H M

D -G

I0 .d

MATCHLINE SHEET G-04 CUT-7 STA. 13+00

A T

C H

E S

H E E T G -0

U T -3

T A . 3

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 pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Maintenance Dredging FY18\001 - Plans\01 General\G-05

/9 /2

D R

A W

G D

A T

E N

A M

A N

S I E

X X

X X -X

X -X -X

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

C O

C H

R A

N E

E n d

B E

R G

E N

O C

T O

B E

J A

C K

S O

N V

R B

O R D

U V

U N

T Y F

L O

T E

N A

E D

A N

-F

O O

T P

R O J E

C T S

A N

D T

H E L

O W

E R T

E R

A L C

H A

N N

E L

C U

T -7 T

H R

O U

G H C

U T -4

C U

T -5

RGE. -23

7.50

RGE. 237

.50

RGE. 300

RGE.

-2

RGE.

R G

E . -1

R G

E . 1

42 41

C U

T -A O

L D R

E R

CUT-

CUT-40

CUT-41

CUT-42

RGE.

-300

RGE. VARIES

RGE.

VARIE

RGE. VARIES

RGE.

VARIES

201A

202A

RGE. -300

RGE. 300

CCI

R G

E . 0

RGE.

RGE. 0

XVIII

XIX

2,200,021.89

2,202,869.94

2,202,056.88

2,202,157.62

480,358.57

495,336.34

498,632.18

501,228.33

XXI

XIX

XVIII

494,505.39

496,167.89

2,207,959.87

2,202,916.47

2,200,204.96

2,208,776.33

2,211,036.71

2,211,529.90

2,211,724.91

2,211,559.91

2,207,959.87

2,202,916.47

481,321.34

483,970.78

485,650.83

486,445.16

487,430.18

488,390.20

494,505.39

496,167.89

CCVII

CCVI

CCV

CCIV

CCIII

CCII

CCI

X Y

PLANE COORDINATES (NAD83(90)

CCI

PLANE COORDINATES (NAD83(90)

2,202,267.11

2,203,140.97

2,202,598.92

2,202,450.94

2,202,354.74

2,202,642.90

2,202,358.30

2,201,755.46

2,202,393.89

2,202,414.38

2,202,460.98

2,201,854.25

493,437.47

495,490.26

495,182.42

495,383.94

496,172.24

497,509.25

498,662.90

498,601.47

499,580.14

500,108.08

501,309.26

501,147.40

X Y

PLANE COORDINATES (NAD83(90)

2,207,859.26

2,208,060.47

2,206,963.18

2,204,293.09

2,203,021.29

2,203,220.72

2,202,936.46

2,203,277.24

494,380.61

494,630.16

494,676.00

495,872.04

495,975.39

495,909.65

496,319.23

496,206.90

202A

201A

POINTS

P.I.

POINTS

P.I.

POINTS

CHANNEL

BIMT-101

G E

N E

R A

G-06

S T

Y =2199000

Y =2202000

Y =2205000

Y =2208000

Y =2211000

C H

A N

N E

L C

O N

T R

O L D

40 FOOT PROJECT

38 FOOT PROJECT

40 FOOT PROJECT

38 FOOT PROJECT

-J

H M

D -G

I0 .d

T C

H L

E S

H E

E T G -0

U T -3

T A . 3

M A

T C

H L

E S

H E

E T G

-0 C

U T -4

T A . 9

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 pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Maintenance Dredging FY18\001 - Plans\01 General\G-06

/9 /2

D R

A W

G D

A T

E N

A M

A N

S I E

X X

X X -X

X -X -X

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

C O

C H

R A

N E

E n d

B E

R G

E N

O C

T O

B E

J A

C K

S O

N V

R B

O R D

U V

U N

T Y F

L O

T E

N A

E D

A N

-F

O O

T P

R O J E

C T S

A N

D T

H E L

O W

E R T

E R

A L C

H A

N N

E L

C U

T -7 T

H R

O U

G H C

U T -4

C U

T -5

RGE. -587.50

RGE. 587.50

R G E -1

R G E

R G E . V

A R

R G

E . 2

R G

E . -2

R G E . -212.50R

G E . 212.50

R G E. 300

69 70

56A

RGE. -2

37.50

RGE. 23

7.50

R G

E -1

R G

C U

T -F O

L D R

E R

C U

T -G O

L D R

E R

CUT-42

CUT-43

C U

T -4

C U T -4

C U

T -46

R G E . V

A R

CUT-D

OLD RI

VER

CUT-C

OLD RIVER

T-

VER

56A

CCVI

CCV

CCII

RGE.

-1

RGE.

RGE. -15

RGE. 35

RGE. -150

RGE. 350

CCIII

CCIV

RGE. 0

RGE.

R G E

R G E. 0

R G E . 0

R G

E . 0

RGE. 0

CCVII

XXI

XXII

XXIII

XXIV

2,208,459.03

2,207,372.25

2,204,884.72

2,205,052.03

2,203,357.18

2,201,559.46

2,201,258.36

2,200,158.39

2,200,666.45

2,200,386.75

2,199,657.02

2,200,814.32

2,200,970.43

2,200,901.29

472,650.05

473,089.27

476,014.11

475,273.01

477,027.77

478,220.72

478,935.85

478,520.37

480,341.69

481,005.99

479,711.15

482,463.88

482,434.19

483,711.92

56A

X Y

PLANE COORDINATES (NAD83(90)

2,201,057.69

2,201,313.55

2,201,842.59

2,200,688.35

2,200,735.19

2,200,757.55

2,201,730.12

2,208,019.38

2,208,707.47

2,208,845.18

2,209,285.51

2,211,149.09

482,083.58

481,939.81

481,984.54

480,656.04

481,328.24

481,649.15

481,635.77

483,893.81

484,106.50

483,835.06

484,536.13

485,547.46

POINTS

CHANNEL

SURVEY CONTROL

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

872 0242 A

872 0215 TIDAL 2

DUNNS CREEK

872 0219 A TIDAL

NEW BERLIN

872 0218 A TIDAL

BIMT-101

STARK

CHARLIE TOWER ARP

BBBZ31

BC0274

BBCT64

DI0931

BBDH77

DI9221

BBBX61

BBBZ99

BBDC09

2,190,469.37

2,206,260 SC

2,210,443.37

2,201,280 SC

2,205,278.06

2,204,689.20

2,204,048.81

2,204,678.39

2,204,696.11

460,661.81

458,700 SC

471,266.32

480,120 SC

482,114.92

521,361.33

495,095.06

528,460.85

528,401.08

6.21

5.84

N/A

8.78

N/A

7.34

14.51

11.61

N/A

HORIZONTAL AND VERTICAL CONTROL / TIDE CALIBRATION POINT

VERTICAL CONTROL / TIDE CALIBRATION POINT

HORIZONTAL CONTROL POINT WITH NAVD88 HEIGHT

HORIZONTAL CONTROL.

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

4.61

4.11

7.85

6.49

7.63

4.34

12.19

8.53

28.90

872 0219 A TIDAL

NEW BERLIN

G-07

G E

N E

R A

Y =2199000

Y =2202000

Y =2205000

Y =2208000

Y =2211000

C H

A N

N E

L C

O N

T R

O L D

-J

H M

D -G

I0 .d

T C

H L

E S

H E

E T G

-0 C

U T -4

T A . 9

M A

T C

H L

H E E T G -0

U T -4

T A

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 pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Maintenance Dredging FY18\001 - Plans\01 General\G-07

/9 /2

D R

A W

G D

A T

E N

A M

A N

S I E

X X

X X -X

X -X -X

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

C O

C H

R A

N E

E n d

B E

R G

E N

O C

T O

B E

J A

C K

S O

N V

R B

O R D

U V

U N

T Y F

L O

T E

N A

E D

A N

-F

O O

T P

R O J E

C T S

A N

D T

H E L

O W

E R T

E R

A L C

H A

N N

E L

C U

T -7 T

H R

O U

G H C

U T -4

C U

T -5

RGE. 300

RGE.

RGE. -300

R G E. 300

R G E. -300

RGE. 300

R G

RGE. -300

RGE.

-30

R G

E -2

RGE.

-2

C U

T -46

CUT-47

CUT-48

CUT-4

T-

C U

T -5

RGE. VARIES

R G E V A R

R G E

V A R

R G

V A

R G

V A

C U

T -5

R G

E -2

88A

84A

RGE. 0

RGE.

R G E. 0

RGE.

R G

XXV

XXVI

XXVII

XXVIII

XXIX

XXVII

2,199,237.74

2,200,089.35

2,204,666.03

2,203,196.03

2,202,634.30

2,203,685.53

2,204,404.65

2,204,682.64

2,205,026.44

2,205,255.75

2,208,659.90

2,208,318.67

2,208,649.24

2,208,329.33

2,209,330.86

2,209,868.94

2,209,272.52

2,209,915.00

2,209,312.06

2,209,434.22

2,208,893.32

458,152.27

458,407.30

459,360.34

459,337.67

459,169.44

459,706.33

459,699.61

460,457.30

460,716.23

461,091.15

465,890.27

466,098.98

465,896.79

466,092.46

467,011.24

468,393.46

468,515.31

469,840.66

469,757.65

471,365.55

471,085.74

88A

84A

X Y

PLANE COORDINATES (NAD83(90)

2,204,535.34

2,208,830.10

2,209,570.73

2,209,613.53

2,209,163.77

459,529.98

466,551.85

468,454.38

469,799.15

471,225.64

XXIX

XXVIII

XXVII

XXVI

XXV

PLANE COORDINATES (NAD83(90)

POINTS

CHANNEL

POINTS

P.I.

872 0215 TIDAL 2

DUNNS CREEK

G-08

G E

N E

R A

Y =2199000

Y =2202000

Y =2205000

Y =2208000

Y =2211000

C H

A N

N E

L C

O N

T R

O L D

-J

H M

D -G

I0 .d

T C

H L

H E E T G -0

U T -4

T A

MATCHLINE SHEET G-09 CUT-51 STA. 55+00

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 pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Maintenance Dredging FY18\001 - Plans\01 General\G-08

/9 /2

D R

A W

G D

A T

E N

A M

A N

S I E

X X

X X -X

X -X -X

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

C O

C H

R A

N E

E n d

B E

R G

E N

O C

T O

B E

J A

C K

S O

N V

R B

O R D

U V

U N

T Y F

L O

T E

N A

E D

A N

-F

O O

T P

R O J E

C T S

A N

D T

H E L

O W

E R T

E R

A L C

H A

N N

E L

C U

T -7 T

H R

O U

G H C

U T -4

C U

T -5

U T -5

C U

T -5

C U

T -5

111112113114

CUT-55

R G

E -2

R G

E . 3

R G

E . -3

R G E . 3

R G E . -3

RGE. 325

RGE. -325

R G E . V

A R

R G

E -2

R G

E .5

R G

E -2

R G

E .5

R G

V A

R G

V A

R G

-3 .5

R G

E .8

93A

97A

L O W E R

T E R M I N A L

C H A N N E L

R G

E . 0

R G E . 0

RGE. 0

R G

XXX

XXXI

XXXII

XXXIII

XXXIV

R G E

V A R

461,571.08

458,459.25

457,986.08

457,604.37

457,849.54

XXXIV

XXXIII

XXXII

XXXI

XXX

2,192,671.62

2,195,203.01

2,196,138.73

2,197,373.99

2,198,924.00

PLANE COORDINATES (NAD83(90)

2,186,327.34

2,186,320.39

2,186,227.39

2,186,220.44

2,190,950.37

2,191,176.32

2,191,708.78

2,191,665.93

2,192,200.51

2,192,512.94

2,192,830.30

2,194,022.91

2,194,999.53

2,195,002.32

2,195,403.70

2,195,975.18

2,195,988.07

2,196,383.34

2,196,289.39

2,197,187.65

2,197,032.88

2,197,560.33

2,198,726.08

2,198,294.64

2,198,610.27

460,118.65

460,158.04

460,684.89

460,724.28

460,975.30

461,015.19

460,858.88

461,101.61

460,714.52

461,251.12

461,891.03

459,394.92

459,224.40

458,190.94

458,727.56

458,438.58

457,692.47

458,250.65

458,279.69

457,321.79

458,200.94

457,886.95

458,071.34

458,104.36

457,546.80

97A

93A

X Y

PLANE COORDINATES (NAD83(90)

POINTS

P.I.

POINTS

CHANNEL

872 0 242 A

G-09

G E

N E

R A

Y =21 87000

Y =21 90000

Y =21 93000

Y =21 96000

Y =21 99000

C H

A N

N E

L C

O N

T R

O L D

-J

H M

D -G

I0 .d

MATCHLINE SHEET G-10 U.T.C. STA. 70+00

MATCHLINE SHEET G-08 CUT-51 STA. 55+00

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

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E E

R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Maintenance Dredging FY18\001 - Plans\01 General\G-09

/9 /2

D R

A W

G D

A T

E N

A M

A N

S I E

X X

X X -X

X -X -X

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

C O

C H

R A

N E

E n d

B E

R G

E N

O C

T O

B E

J A

C K

S O

N V

R B

O R D

U V

U N

T Y F

L O

T E

N A

E D

A N

-F

O O

T P

R O J E

C T S

A N

D T

H E L

O W

E R T

E R

A L C

H A

N N

E L

C U

T -7 T

H R

O U

G H C

U T -4

C U

T -5

R G

E -3

R G

E .5

RGE.

VARI

R G

V A

R G

E .9

U P P E R

T E R M I N A L

C H A N N E L

R G

RGE.

XXXV

XXXVI

457,184.74

458,490.08

2,174,626.95

2,175,217.16

XXXVI

XXXV

X Y

PLANE COORDINATES (NAD83(90)

2,174,767.30

2,174,486.60

2,175,527.99

2,175,220.49

2,176,371.67

2,176,290.69

2,177,327.72

456,902.88

457,466.60

457,946.66

459,089.71

458,361.31

459,278.62

459,113.96

X Y

PLANE COORDINATES (NAD83(90)

POINTS

P.I.

POINTS

CHANNEL

G-10

G E

N E

R A

Y =2175000

Y =2178000

Y =2181000

Y =2184000

Y =2187000 X

A N

N E

L C

O N

T R

O L D

A T

0 500' 1000'

-J

H M

D -G

I0 .d

MATCHLINE SHEET G-09 U.T.C. STA. 70+00

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 pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Maintenance Dredging FY18\001 - Plans\01 General\G-10

/9 /2

D R

A W

G D

A T

E N

A M

A N

S I E

X X

X X -X

X -X -X

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

C O

C H

R A

N E

E n d

B E

R G

E N

O C

T O

B E

J A

C K

S O

N V

R B

O R D

U V

U N

T Y F

L O

T E

N A

E D

A N

-F

O O

T P

R O J E

C T S

A N

D T

H E L

O W

E R T

E R

A L C

H A

N N

E L

C U

T -7 T

H R

O U

G H C

U T -4

C U

T -5

.9 4.

9 54

.0 47

.3 46

.1 46

.8 45

.7 45

.7 45 .7 45

.5 45

.4 45

.4 .4

.4 45

.4 .4

.4 45

.4 45 .4 45

.3 45

.3 .3

.3 45

.3 45 .3 45

.3 .3 45

.3 45

.3 45 .3 45

.3 .3 45

.3 45

.3 .3 45

.3 45 .3 45

.3 45

.2 45

.2 45 .2

.2 45

.2 45 .2

.2 45

.2 45 .2

.2 45

.1 45

.1 45 .1

.1 45

.0 45

.0 45 .0 45

.0 45 .0

.0 45

.9 44

.8 44

.8 .8

.6 44

.5 44

.5 44 .5

.4 44

.2 44

.9 43

.8 43

.6 43

.3 42

.8 41

.2 41

.2 39

.2 .2

.1 39

.9 38

.4 37

.3 33

.5 19

-0

C -02

C -0

C -02

C-01

C -0

6C -0

C -0

C -1

C-20

KEY PLAN

N.T.S.

C-19

C-18

C-21

C-22

C B -J

H -0

C B -J

H -0

C B -J

H -0

C B -J

H -0

C B -J

H -0

C B -J

H -0

C B -J

H P

M -2

100' 200'0

DREDGING PLAN

D R

E D

G P

L A

C-01

S T. J O H N S R I V E R

PLUS 2-FOOT ALLOWABLE OVERDEPTH

40-FOOT REQUIRED DEPTH

RGE. 0

RGE. 312.50

RGE. 512.50

RGE. 0

S T

U T -7

M A

T C

H L

E S

H E

E T C -0

T A C

U T -8

X =

OPTION D

S T

A C

U T -7

S T

A C

U T -7

S T

A C

U T -7

S T

A C

U T -7

S T

A C

U T -7

CUT-7

CUT-8

RGE. -512.50 RGE. -512.50

S T

A C

U T -7

U T -8

STA. 28+21.89 CUT-7

STA. 0+00 CUT-8

APPROX. SHORELINE

X =

S T

U T -7

-J

H M

D -C

N .d g n

NOTE:

1. REFER TO SURVEY 18-001 USED ON THIS SHEET.

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 pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Maintenance Dredging FY18\001 - Plans\02 Civil\C-01

/9 /2

D R

A W

G D

A T

E N

A M

A N

S I E

X X

X X -X

X -X -X

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

C O

C H

R A

N E

E n d

B E

R G

E N

O C

T O

B E

J A

C K

S O

N V

R B

O R D

U V

U N

T Y F

L O

T E

N A

E D

A N

-F

O O

T P

R O J E

C T S

A N

D T

H E L

O W

E R T

E R

A L C

H A

N N

E L

C U

T -7 T

H R

O U

G H C

U T -4

C U

T -5

53.

0 53.

52.

8 52.

52.

8 52.

52.

0 52.

52.

51.

9 51.

51.

0 51.

51.

0 51.

51.

50.

49.

7 49.

49.

48.

8 48.

48.

47.

46.

45.

1 45.

45.

44.

43.

42.

8 4

42.

41.

40.

39.

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