B.08.02 Plans, Jax Harbor Talleyrand.pdf

PDF 3 MB Posted Apr 21, 2020

Attached to: Jacksonville Harbor, Maintenance Dredging, 40-Foot Project Lower Terminal Channel, Duval County, Florida
Solicitation number: GROUP1-18-R-J016
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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B.08.03 Revision 0001, Jax Harbor Talleyrand (27 Apr 20).pdf	PDF	Apr 27, 2020
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B.08.02 GDR, Jax Harbor Talleyrand.pdf	PDF	Apr 21, 2020
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T O pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Emergency Maintenance Dredging, 40' Project, LTC\080 - Plans\01 General\G-01

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GROUP1-18-R-J016

JACKSONVILLE DISTRICT

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NAVAL STATION MAYPORT

MILE POINT

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SHEET TITLE

GENERAL

SHEET INDEX

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PROJECT OVERVIEW

CHANNEL CONTROL DATA

CIVIL

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COVER

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

40-FOOT PROJECT, LOWER TERMINAL CHANNEL

of Engineers

US Army Corps

SOLICITATION NO.:

DUVAL COUNTY, FLORIDA

TYPICAL CROSS SECTIONS

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

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

DISPOSAL PLAN - BARTRAM ISLAND CELL "A"

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

JACKSONVILLE HARBOR, MAINTENANCE DREDGING

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T O pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Emergency Maintenance Dredging, 40' Project, LTC\080 - Plans\01 General\G-02

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SURVEYING, 30 NOV 2013.

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

QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS

11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND

DEPTHS AT THE TIME OF THE 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

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

REFERENCE BASE LOCATED AT "JHFO ARP" (OPUS PID: BBGL18)

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

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

SB-3603 MAR 2020 TERMINAL CHANNEL STA. 33+00 TO 72+00

SB-3626 FEB 2020 TERMINAL CHANNEL STA. 18+00 TO 32+00

VESSEL DATE OF SURVEY CUT

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

(200/240 KHZ) EXCEPT FOR STATIONS 00+00 TO 65+00 OF THE TERMINAL

TRANSDUCER. ALL SOUNDINGS SHOWN ARE IN HIGH FREQUENCY

SMARTSOUNDER WITH A DUAL FREQUENCY (28/200 KHZ) SINGLE-BEAM

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

NOAA TIDAL STATION 872-0242, LONG BRANCH

NOAA TIDAL STATION 872-0215, NAVY FUEL DEPOT

BENCHMARKS ASSOCIATED WITH THE TIDE GAUGE SITES SPECIFIED BELOW:

WAS FIELD CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE

USED TO GENERATE THE "KTD" MODEL REFERENCED ABOVE. THIS MODEL

WITH INFORMATION OBTAINED AT PUBLISHED NOAA TIDE STATIONS, WAS

ATMOSPHERIC ADMINISTRATION (NOAA). NOAA'S VDATUM MODEL, ALONG

EPOCH 1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND

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

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

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

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

TIDE DATUM (KTD) MODEL. KTD FILE NAME IS:

(RTK) GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC

2. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC

1. REFER TO SURVEY NO. 20-085.

FULL SECTION

EXTERIOR ELEVATION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

F6 F3

REFERENCE SYMBOL KEY

TERMS AND ABBREVIATIONS

IDENTIFICATION

400'0 200'20' 40'0

S-56 S-56

C-16

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

CORE BORING

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

NO WAKE

SIGN

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

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

SHOWN

DRAWING WHERE

SURVEY NOTES

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C - CIVIL

G - GENERAL

DISPOSAL AREA DESIGNATION

WETLAND AREA

EXISTING GRADE

VERTICAL

UPPER TERMINAL CHANNEL

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 1988

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

VERT

UTC

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.

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

4. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO

PERFORMANCE OF CONSTRUCTION OF THIS PROJECT.

SUCH FEATURES THAT HE/SHE DETERMINES ARE NECESSARY FOR OR AFFECT THE

THE CONTRACTOR SHALL BE RESPONCIBLE FOR VERIFYING THE LOCATION OF ALL

NOT ALL EXISTING STRUCTURES ARE INDICATED ON THE DRAWINGS.

ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE INDICATED.

3. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR INFORMATION

THE NORTH AMERICAN DATUM OF 1983 (NAD83(90)). ALL UNITS ARE U.S. SURVEY FEET.

EAST ZONE COORDINATE SYSTEM AND REFERENCED TO THE 1990 ADJUSTMENT TO

2. COORDINATES SHOWN ON THESE DRAWINGS ARE BASED ON THE FLORIDA STATE PLANE

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

INDIVIDUALS THAT APPEAR ON THESE PROJECT DOCUMENTS ARE 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

E R

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S T

O H N S

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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

A L W

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ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

DEPTH (CY)

REQUIRED

VOLUME TO

OVERDEPTH (CY)

ALLOWABLE

VOLUME IN

(CY)

VOLUME

TOTAL

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

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

LOWER TERMINAL CHANNEL STA. 65+00

L I M I T S

P R O J E C T

LOWER TERMINAL CH. STA. 20+00 LOWER TERMINAL CH. STA. 65+00 44,000 123,000 167,000

CUT-5

4 S

TA. 0

+00

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T O pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Emergency Maintenance Dredging, 40' Project, LTC\080 - Plans\01 General\G-03

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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

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

G-04

G E

N E

R A

Y =21 90000

C H

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 g n

CUT-51 STA. 55+00

Y= 220

Y= 219

U.T.C. STA. 70+00

SHEET GENERAL NOTES

SEE NOTE 1

KV PIPE SUBMARINE CABLE CIRCUITS WITH THE TOP OF PIPE AT ELEVATION -48 FT MLW.

RUNNING FROM THE KENNEDY (TALLYRAND) PLANT TO ARLINGTON. THE LINES ARE 69

APPROX. LOCATION OF 2 JACKSONVILLE ELECTRIC AUTHORITY TRANSMISSION CABLES

SEE NOTE 1.

KV PIPE SUBMARINE CABLE CIRCUITS WITH THE TOP OF PIPE AT ELEVATION -48 FT MLW.

RUNNING FROM THE KENNEDY (TALLYRAND) PLANT TO ARLINGTON. THE LINES ARE 69

APPROX. LOCATION OF 2 JACKSONVILLE ELECTRIC AUTHORITY TRANSMISSION CABLES

"KNOWN UTILITY CROSSINGS".

THAN 25 FT OF UTILITIES. SEE SECTION 35 20 23 DREDGING PARAGRAPH

UTILITY OWNERS, SPUDS AND/OR ANCHORS SHALL NOT BE PLACED WITHIN

AUTHORITY FOR ADDITIONAL DETAILS. UNLESS SPECIFIED OTHERWISE BY

JACKSONVILLE DEPT. OF PUBLIC WORKS AND JACKSONVILLE ELECTRIC

LOCATIONS AND DEPTHS SHOWN. CONTRACTOR SHALL CONTACT

1. SUBAQUEOUS UTILITY LINES CROSS THE CHANNEL AT THE APPROXIMATE

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USACE JHFO ARP

872 0242 A

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

2,190,470.SC

2,206,260.SC

2,190,458.96

460,660.SC

458,690.SC

460,468.37

VERTICAL CONTROL / TIDE CALIBRATION POINT

SURVEY CONTROL

HORIZONTAL CONTROL.

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

HORIZONTAL AND VERTICAL CONTROL

872 0242 A

872 0215 TIDAL 2

USACE JHFO ARP

BBBZ31

BC0274

BBGL18

4.47

4.11

37.14

6.21

5.84

N/A

C-02

KEY PLAN

N.T.S.

C-01

100' 200'0

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. 287.50

RGE. 0 RGE. 0

X =46

S T

A L

T C

S T

A L

T C

S T

A L

T C

S T

A L

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S T

A L

T C

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A L

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S T

A L

T C

T A L

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S T

A L

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M A

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H L

E S

H E

E T C

-0 S

T A

T C

S T

A L

T C

APPROXIMATE SHORELINE

LOWER TERMINAL CHANNEL

RGE. 287.50

RGE. -287.50RGE. -287.50

-J

H M

D -C

N .d g n

M A

T C

H L

E S

T A

T C

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

D U

V A

L C

O U

N T

Y F

L O

A S

O L

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

/7 /2

D R

A W

G D

A T

E N

A M

A N

S I E

M M

M Y

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

R E

L Y

R P

T O pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Emergency Maintenance Dredging, 40' Project, LTC\080 - Plans\05 Civil\C-01

B O

A J

A C

K S

O N

R B

O R

M A

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J E

C T L

O W

E R T

E R

A L C

H A

N N

E L

G R

O U

P -1

-R -J

48.7

48.7 48.6

48.5 48.4

48.3

48.2

48.1

48.0

48.0 48.0

48.0

47.9

47.8 47.8

47.6

47.5

47.4

47.4 47.4

47.3

47.2

47.1

47.0

46.9

46.8

46.7

46.6

46.6 46.6

46.6

46.5

46.5 46.5

46.5

46.4

46.3

46.2

46.1 46.1

46.1

46.0

46.0 46.0

46.0

45.9

45.8

45.7

45.6

45.6 45.6

45.5

45.4

45.3

45.3 45.3

45.3

45.2

45.1

45.1 45.1

45.1

45.0

44.9

44.9 44.9

44.8

44.7 44.7

44.7

44.6

44.6 44.6

44.6

44.6 44.6

44.5 44.5

44.5

44.4

44.4 44.4

44.4

44.4 44.4

44.4

44.3

44.3 44.3

44.3

44.3 44.3

44.3

44.2 44.2

44.2

44.2 44.2

44.2

44.1

44.1 44.1

44.0

44.0 44.0

44.0

43.9

43.9 43.9

43.9

43.8

43.8 43.8

43.8

43.8 43.8

43.8

43.8 43.8

43.8

43.7 43.7 43.7

43.7

43.6

43.5

43.5 43.5

43.5

43.5 43.5

43.5

43.5 43.5

43.5

43.4

43.4 43.4

43.4

43.4 43.4

43.4

43.4 43.4

43.4

43.4 43.4

43.4

43.3

43.3 43.3

43.3

43.3 43.3

43.3

43.3 43.3

43.3

43.2

43.2 43.2

43.2

43.1

43.1 43.1

43.1

43.0

43.0 43.0

43.0

43.0 43.0

43.0

43.0 43.0

43.0

43.0 43.0

42.9

42.8

42.7

42.7 42.7

42.7

42.6

42.6 42.6

42.6

42.5

42.5 42.5 42.5

42.5

42.4

42.4 42.4

42.4

42.3

42.3 42.3

42.3

42.3 42.3

42.3

42.2

42.2 42.2

42.2

42.2 42.2

42.2

42.1

42.1 42.1

42.1

42.1 42.1

42.1

42.0

42.0 42.0

42.0

41.9

41.8

41.8 41.8

41.8

41.8 41.8

41.8

41.7

41.7 41.7

41.7

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

41.5 41.5

41.5

41.5 41.5

41.4

41.4 41.4

41.4

41.4 41.4

41.4

41.3

41.3 41.3

41.3

41.2

41.2 41.2

41.1

41.1 41.1

41.1

41.1 41.1

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

40.8

40.8 40.8

40.8

40.8 40.8

40.8

40.8 40.8

40.8

40.8 40.8

40.8

40.7

40.7 40.7

40.7

40.7 40.7

40.7

40.7 40.7

40.7

40.6

40.6 40.6

40.6

40.6 40.6 40.6

40.6

40.6 40.6

40.5

40.5 40.5

40.5

40.4

40.4 40.4

40.4

40.4 40.4

40.3

40.3 40.3

40.3

40.3 40.3

40.3

40.3 40.3

40.3

40.2

40.2 40.2

40.2

40.2 40.2

40.2

40.2 40.2

40.1

40.1 40.1

40.1

40.0

40.0 40.0

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

39.8

39.8 39.8

39.8

39.8 39.8

39.7

39.7 39.7

39.7

39.7 39.7

39.7

39.7 39.7

39.7

39.6

39.6 39.6

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

39.2

39.2 39.2

39.2

39.1

39.1 39.1

39.0

38.9

38.9 38.9

38.9

38.9 38.9

38.9

38.8 38.8

38.8

38.7

38.7 38.7 38.7

38.7

38.7 38.7

38.7

38.7 38.7

38.7

38.7 38.7

38.7

38.6 38.6

38.6

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 38.5

38.5

38.5 38.5

38.5

38.5 38.5

38.5

38.4 38.4

38.4

38.3 38.3

38.3

38.3 38.3

38.3

38.2

38.2 38.2

38.2

38.2 38.2

38.1

38.0

37.9

37.9 37.9

37.9

37.8

37.8 37.8

37.8

37.7

37.6

37.6 37.6

37.6

37.5

37.5 37.5

37.5

37.4 37.3

37.3

37.2

37.1

37.1 37.1

37.1

37.0 37.0

37.0

36.9

36.9 36.9

36.8

36.7

36.6

36.5

36.5 36.5

36.4

36.3

36.3 36.3

36.3

36.2

36.1

36.0

36.0 36.0

35.9

35.8

35.7

35.6

35.5 35.5

35.5

35.4

35.3

35.2 35.2

35.2

35.1 35.1

35.0

35.0 35.0

34.9

34.9 34.8

34.8 34.8

34.7

34.6 34.6

34.6

34.5

34.5 34.4

34.4 34.4

34.4

34.3 34.3

34.3

34.2 34.2

34.2

34.1

34.1 34.1 34.1

34.1 34.1

34.1

34.0

33.9

33.9 33.9

33.8

33.7

33.6

33.6 33.6 33.5

33.5 33.5

33.4 33.4

33.4

33.4 33.4

33.3

33.2 33.2

33.2

33.0

32.9

32.8 32.6

32.5

26.6 24.8

19.1 16.9 11.6

CB-42-73

CB-95

CB-J91-16

CB-JHB03-24

CB-JHB03-25

C-02

KEY PLAN

N.T.S.

C-01

45.3

45.0

44.6

44.5

44.4

44.0

43.9

43.7

43.4

43.4 43.4

43.3

43.2

43.1

43.0

42.9

42.7

42.6

42.6 42.6

42.5

42.3

42.2

42.1 42.1

42.1

42.0

42.0 41.9

41.9

41.8 41.8 41.8

41.8 41.8

41.8

41.7

41.6 41.6

41.6

41.5

41.5 41.5

41.5

41.4

41.3 41.3

41.3

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

40.8 40.8

40.8

40.8 40.8

40.8

40.7

40.6

40.6 40.6

40.5 40.5

40.5

40.4

40.3

40.2

40.1

40.1 40.1

40.0

40.0 40.0

40.0

40.0 40.0

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

39.8

39.8 39.8

39.8

39.8 39.8

39.8

39.7

39.7 39.7

39.7

39.6 39.6

39.6

39.6 39.6

39.6

39.5

39.5 39.5

39.5

39.5 39.5

39.5

39.4

39.4 39.4

39.4

39.3

39.3 39.3

39.3

39.3 39.3

39.2

39.2 39.2

39.2

39.1

39.1 39.1

39.1

39.1 39.1

39.1

39.1 39.1

39.1

39.0 39.0

39.0

39.0 39.0

39.0

39.0 39.0

39.0

38.9

38.9 38.9

38.9

38.9 38.9

38.9

38.9 38.9

38.9

38.8

38.8 38.8

38.8

38.8 38.8

38.8

38.8 38.8

38.8

38.7

38.7 38.7

38.7

38.7 38.7

38.7

38.7 38.7

38.6

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

38.5 38.5

38.5

38.4

38.4 38.4

38.4

38.4 38.4

38.4

38.4 38.4

38.3 38.3

38.3

38.3 38.3

38.3

38.3 38.3

38.3

38.3 38.3

38.3

38.2

38.2 38.2

38.2

38.2 38.2

38.2

38.2 38.2 38.2

38.2

38.1

38.1 38.1

38.1

38.1 38.1

38.1

38.0 38.0

38.0

38.0 38.0

38.0

38.0 38.0

37.9

37.8

37.8 37.8

37.8

37.8 37.8

37.7

37.6

37.5 37.5

37.5

37.4

37.3

37.3 37.3

37.3

37.2

37.1

37.1 37.1

37.1

37.0

37.0 37.0

37.0

37.0 37.0

36.9

36.9 36.9

36.8

36.7

36.6

36.5

36.4 36.4

36.4

36.4 36.4

36.3

36.2

36.1

36.0

36.0 36.0

36.0

35.9

35.9 35.9

35.8

35.7

35.6

35.6 35.6

35.5

35.5 35.5

35.5

35.4

35.3 35.3

35.3

35.3 35.3

35.2

35.1

35.1 35.1

35.1

35.0

35.0 35.0

34.9

34.9 34.9

34.8

34.8 34.8

34.7

34.6

34.5

34.5 34.5

34.5

34.5 34.5

34.5

34.4

34.4 34.4

34.3

34.3 34.3 34.3

34.3 34.3

34.2 34.2

34.1

34.1 34.1

34.1

34.0

34.0 33.9

33.9

33.9 33.9

33.8

33.7

33.7 33.7

33.6 33.6

33.6

33.5

33.4

33.4 33.4

33.4 33.4 33.4

33.4

33.3 33.3

33.3

33.2 33.2

33.2

33.2 33.2

33.1

33.0

33.0 32.9

32.9

32.8

32.8 32.8

32.8

32.7

32.6 32.6

32.6

32.6 32.6 32.6

32.5 32.5

32.5

32.4

32.3

32.2

32.2 32.2

32.1

32.0

31.8 31.8

31.7

31.7 31.7

31.7 31.6

31.6

31.5 31.4

31.4

31.3

31.0

30.9

30.9 30.8

30.7

30.7 30.6

30.6 30.5

30.4 30.4 30.4 30.3

30.2

29.8 29.8 29.8 29.7

29.7

29.6 29.5

29.5 29.5 29.5

29.4

28.9 28.9 28.8

28.8 28.7

28.7

28.6 28.6

28.5 28.4

28.4

28.4 28.4

28.4

28.3 28.2 28.1

28.0

27.9

27.9 27.8 27.8

27.8

27.7

27.5 27.5

27.5 27.4

27.3 27.3

27.3

27.3 27.3

27.1

27.0 27.0 27.0 27.0

27.0 26.8

26.7

26.6 26.6

26.5 26.3

26.2

26.1 26.0

25.7

25.6 25.6

25.5

24.9

24.8

24.5

23.8

CB-J91-18

CB-JHB03-26

CB-JHB03-27

D U

V A

L C

O U

N T

Y F

L O

A S

O L

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

/7 /2

D R

A W

G D

A T

E N

A M

A N

S I E

M M

M Y

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

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S O

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L E F

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T O pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Emergency Maintenance Dredging, 40' Project, LTC\080 - Plans\05 Civil\C-02

B O

A J

A C

K S

O N

R B

O R

M A

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J E

C T L

O W

E R T

E R

A L C

H A

N N

E L

G R

O U

P -1

-R -J

PLUS 2-FOOT ALLOWABLE OVERDEPTH

40-FOOT REQUIRED DEPTH

S T

A L

T C

M A

T C

H L

E S

H E

E T C

-0 S

T A

T C

RGE. 287.5

RGE. 0

RGE. -287.5

C-02

S T

A L

T C

S T

A L

T C

S T

A U

T C

S T

A U

T C

S T

A U

T C

D R

E D

G P

L A

X =46

X =45

40 FEET38 FEET

TRANSITION

CHANNEL DEPTH

100' 200'0

APPROXIMATE SHORELINE

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

LOWER TERMINAL CHANNELUPPER TERMINAL CHANNEL

S T

A L

T C T

O S

T A L

T C

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

-J

H M

D E -C

N .d g n

S T

A L

T C

S T

C-03

-J

H M

D E -C

N .d g n

C-03

T Y

A L C

R O

S S S

E C

N S

D U

V A

L C

O U

N T

Y F

L O

A S

O L

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

/7 /2

D R

A W

G D

A T

E N

A M

A N

S I E

M M

M Y

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

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L E F

R E

L Y

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T O pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Emergency Maintenance Dredging, 40' Project, LTC\080 - Plans\05 Civil\C-03

B O

A J

A C

K S

O N

R B

O R

M A

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J E

C T L

O W

E R T

E R

A L C

H A

N N

E L

G R

O U

P -1

-R -J

E L E

V A

N I

N F

E E

L L

E L E

V A

N I

N F

E E

L L

R A

N G

RANGE (FEET)RANGE (FEET)

50' 100'010' 20'0

HORIZONTAL:VERTICAL:

C-02

PROJECT CHANNEL

AREA TO BE DREDGED

0 100 200 300 400 500 600 700 800-100-200-300-400-500-600-700-800

2' ALLOWABLE OVERDEPTH

40' REQUIRED DEPTH

R A

N G

R A

N G

E .5

CROSS SECTION AT STA. 54+00 CUT-LTC

(MARCH 2020)

EXISTING GRADE

V A

L C

O U

N T

Y F

L O

A S

O L

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

/7 /2

D R

A W

G D

A T

E N

A M

A N

S I E

M M

M Y

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

R E

L Y

R P

T O pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Emergency Maintenance Dredging, 40' Project, LTC\080 - Plans\05 Civil\C-04

B O

A J

A C

K S

O N

R B

O R

M A

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J E

C T L

O W

E R T

E R

A L C

H A

N N

E L

G R

O U

P -1

-R -J

X ,0

Y=2,203,000

Y=2,204,000

Y=2,205,000

Y=2,206,000

Y=2,207,000

Y=2,209,000

Y=2,208,000

C U T -4

P O

S A

L P

L A

C-04

B A

R T

R A

M I S

L A

N D C

E L L

M I L L C O V E

C E L L B 2

C E L L A

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

TREE LINE (TYP.)

WEIR OUTFALLS

CELL A WEIR OUTFALLS

AND OUTFALLS

EXISTING WEIRS

AND STAGING AREA

SMALL VESSEL DOCK

STAGING AREA

C E L L B

400'0 200'

-J

H M

D E -C

N .d g n

DISPOSAL PLAN - BARTRAM ISLAND CELL "A"

SHEET GENERAL NOTES

0 25 50 75 100 125 150 175 200-25-50-75-100-125-150

-10

E L E

V A

N F

N A

V D

E L E

V A

N F

N A

V D

2.5

APPROX. EL. +55 FT

2.5

1INTERIOR OF CELL A

DIKE EXTERIOR

GRADE

EXISTING

HORIZONTALVERTICAL

25' 50'010' 20'0

+10

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PERIMETER DIKE - TYPICAL CROSS SECTION CELL "A"

WETLAND AREA

(SEE NOTE 3 AND 4)

ENTRY POINT OPTION 2

DISCHARGE PIPELINE

(SEE NOTE 3)

ENTRY POINT OPTION 1

DISCHARGE PIPELINE

EXISTING RAMP

DETAILED INFORMATION.

WILL NOT BE ALLOWED. SEE SPECIFICATION 35 20 23 FOR MORE

7. FUELING OF LAND-BASED EQUIPMENT FROM MOORED VESSELS

REPRESENTATIVE PRIOR TO LANDING OF VESSELS.

SHALL BE APPROVED BY THE CONTRACTING OFFICER'S

6. AREAS FOR BEACHING WORK VESSELS AND UNLOADING BARGES

MARINE VEGETATION DAMAGES."

PARAGRAPH "PRESERVATION AND RESTORATION OF LANDSCAPE AND

OPERATIONS SHALL BE REPAIRED ACCORDING TO SECTION 35 20 23,

5. DIKE VEGETATION AND SURFACES DAMAGED BY THE CONTRACTOR'S

MUST USE THE EXISTING RAMP FROM THE STAGING AREA.

4. IN ORDER TO USE THIS PIPELINE ENTRY POINT, DISCHARGE PIPELINE

UPON BIRD NESTING ACTIVITY AT THE TIME OF INSTALLATION.

DISCHARGE PIPELINE IN THE INTERIOR OF THE DIKE WILL DEPEND

AND APPROVED BY THE CONTRACTING OFFICER. EXACT LOCATION OF

ENTRY SHOWN. EXACT LOCATION TO BE DETERMINED ON SITE

OPTION 1 OR OPTION 2. APPROXIMATE LOCATION OF DISCHARGE

3. CONTRACTOR MAY USE DISCHARGE PIPELINE ENTRY POINT

2. CONTRACTOR SHALL PLACE DREDGED MATERIAL ONLY IN CELL A.

PHOTO.

INFORMATION ONLY. CURRENT SITE CONDITIONS MAY VARY FROM

1. AERIAL PHOTOGRAPH, DATED MARCH 2019, IS INCLUDED FOR

APPROX. WETLAND EDGE

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G-02

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File details come from the government source that posted it. Updated Apr 22, 2020.