B.08.02 Plans, Jax Harbor Talleyrand (Group1-18-R-J021).pdf

PDF 5 MB Posted Mar 18, 2021

Attached to: JACKSONVILLE HARBOR, MAINTENANCE DREDGING 40-FOOT PROJECT, CUT-55 AND LOWER TERMINAL CHANNEL DUVAL COUNTY, FLORIDA
Solicitation number: GROUP1-18-R-J021
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

View the file

Other files

File	Type	Posted
B.08 Revision 0002, Jax Harbor Talleyrand (Group1-18-R-J021).pdf	PDF	Mar 30, 2021
B.08 Revision 0001, Jax Harbor Talleyrand (Group1-18-R-J021).pdf	PDF	Mar 24, 2021
B.08.02 GDR, Jax Harbor Talleyrand (Group1-18-R-J021).pdf	PDF	Mar 18, 2021
B.08.02 Specs, Jax Harbor Talleyrand (Group1-18-R-J021).pdf	PDF	Mar 18, 2021

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

VER

EAD

ELEC

VER

EAD

ELEC

VER

EAD

ELEC

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

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

S I E

N /A

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:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Navigation Projects\Jacksonville Harbor\Emergency Maintenance Dredging FY21, 40' Project, LTC\080 - Plans\01 General\G-01

B O

A -F

O O

T P

R O J E

C T

C U

T -5

O W

E R T

E R

A L C

H A

N N

E L

G R

O U

P -1

-R -J

J A

C K

S O

N V

H A

R B

O R

M A

T E

N A

N C

E D

R E

D G

JACKSONVILLE DISTRICT

G-01

G E

N E

R A

C O

V E

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

NAVAL STATION MAYPORT

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

R A

C O

A S

T A

L W

A T

E R

W A

R A

C O

A S

T A

L W

A T

E R

W A

M I L L C O V E

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

S T

O H

R I V E R

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

SHEET TITLE

GENERAL

SHEET INDEX

G-01

SHEET NO

G-02

G-03

G-04

PROJECT OVERVIEW

CHANNEL CONTROL DATA

CIVIL

C-01

C-02

C-03

C-04

COVER

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

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 "F"C-05

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

JACKSONVILLE HARBOR, MAINTENANCE DREDGING

40-FOOT PROJECT, CUT-55 AND LOWER TERMINAL CHANNEL

-J

H M

D E -G

I0 .d g n

GROUP1-18-R-J021

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

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

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

B O

A -F

O O

T P

R O J E

C T

C U

T -5

O W

E R T

E R

A L C

H A

N N

E L

G R

O U

P -1

-R -J

J A

C K

S O

N V

R B

O R

M A

T E

N A

N C

E D

R E

D G

FULL SECTION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

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

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

IN DIRECTION OF ARROW

MONUMENT OFF SHEET

STAGING / UNLOADING AREA

LEGEND - NAVIGATION

CB-JH99-22

LEGEND - GEOTECHNICAL BORINGS

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

CROSS SECTION

200'0 100'

PLAN

TITLE

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

SHOWN

DRAWING WHERE

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

E S

C - CIVIL

G - GENERAL

DISPOSAL AREA DESIGNATION

EXISTING GRADE

CORE BORING WITH IDENTIFIER

SS-JH99-22

SURFICIAL SAMPLE WITH IDENTIFIER

PIPELINE ROUTE

VERT

UTC

USCG

USACE

TYP

TOS

STA

RGE

N.T.S.

NOAA

NAD83

NAVD88

MLW

MLLW

MHW

LTC

INV

HORZ

FDOT

FDEP

EL / ELEV

DWG

DMMA

CHN.

BLVD

APPROX.

VERTICAL

UPPER TERMINAL CHANNEL

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

STATION

STREET

SQUARE FEET/FOOT

SHEET

RANGE

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

INVERT

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

ELEVATION

DRAWING

DREDGED MATERIAL MANAGEMENT AREA

CUBIC YARD

CENTERLINE

CHANNEL

BOULEVARD

APPROXIMATE

CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC

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

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

MEASUREMENTS (AERIAL IMAGERY DATED MARCH 2019).

SHOWN ON THESE DRAWINGS IS FOR GENERAL INFORMATION ONLY AND IS NOT TO BE USED FOR

FOR OR AFFECT THE PERFORMANCE OF CONSTRUCTION OF THIS PROJECT. THE AERIAL IMAGERY

IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT ARE NECESSARY

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

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

THE CHANNEL CENTERLINE.

OF U.S. SURVEY FEET. UNLESS OTHERWISE INDICATED, ALL STATIONS REFER TO DISTANCE ALONG

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

PLUS SYMBOL (+).

REPRODUCE, A SURVEY. ALL ELEVATIONS SHOWN ABOVE REFERENCED DATUM ARE ASSIGNED THE

CALIBRATION/VERIFICATION STATIONS, OR BENCHMARKS TO BE EMPLOYED TO CONDUCT, OR

NOTES ACCOMPANYING THESE PLANS FOR THE APPLICABLE PROJECT KTD FILE NAME AND TIDAL

FROM A PUBLISHED TIDE GAUGE IS NOT TO BE USED FOR AN ENTIRE PROJECT. REFER TO SURVEY

VERTICAL DATUM OF 1988 (NAVD88) VARIES ALONG THE EXTENTS OF A PROJECT; A SINGLE VALUE

NOAA TIDE GAUGE INFORMATION. THE RELATIONSHIP BETWEEN MLLW AND THE NORTH AMERICAN

VIA A KINEMATIC TIDAL DATUM (KTD) MODEL, BASED ON NOAA’S VDATUM PROGRAM AND PUBLISHED

WATER (MLLW) TIDAL DATUM, 1983-2001 EPOCH. MLLW IS REALIZED DURING SURVEY OPERATIONS

3. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE REFERENCED TO THE MEAN LOWER LOW

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

COORDINATE SYSTEM OF 1983, FLORIDA EAST ZONE (0901), AND ARE REFERENCED TO THE 2011

2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS ARE SHOWN IN THE STATE PLANE

REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

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

SHALL THE ACT OF DISTRIBUTION CONSTITUTE ANY SUCH WARRANTY.

DISPLAY OR UTILITY OF THE DATA ON ANY OTHER SYSTEM OR FOR GENERAL OR SCIENTIFIC PURPOSES, NOR

APPROVED FOR RELEASE BY THE U.S.A.C.E, NO WARRANTY EXPRESSED OR IMPLIED IS MADE REGARDING THE

THESE DATA AND ASSOCIATED METADATA HAVE BEEN REVIEWED FOR ACCURACY AND COMPLETENESS AND

THE QUALITY STANDARDS RELATIVE TO THE PURPOSE FOR WHICH THE DATA WERE COLLECTED. ALTHOUGH

9. UNLESS OTHERWISE STATED, ALL DATA, METADATA AND RELATED MATERIALS ARE CONSIDERED TO SATISFY

WITH HYPACK SOFTWARE. TOPOGRAPHIC WAS DOWNLOADED DIRECTLY FROM CONTROLLERS.

GEODETIC SURVEY'S ONLINE POSITIONING USER SERVICE (OPUS). HYDROGRAPHIC DATA WAS PROCESSED

COLLECTED DAILY AT THE PRIMARY PROJECT CONTROL POINT AND PROCESSED THROUGH THE NATIONAL

8. THE DATA WAS VERIFIED AS DESCRIBED AND FALLS WITHIN THE STATED ACCURACY. GPS DATA WAS

POINTS.

7. THE TOPOGRAPHIC AND HYDROGRAPHIC DATA WAS TESTED DAILY AGAINST KNOWN PUBLISHED CONTROL

MATERIAL IS STILL BEING REMOVE AT THE TIME OF THIS WRITING.

- CELL F WAS IS AN ACTIVE SITE WITH MATERIAL BEING REMOVED DURING THE COURSE OF THE SURVEY.

HAD BEEN PLACED.

SURVEY. IN GENERAL, THE LEVEES WERE SURVEYED FIRST AND THE INTERIOR SURVEYED AFTER MATERIAL

- CELL A WAS AN ACTIVE SITE WITH DREDGE MATERIAL BEING PUMPED IN DURING THE COURSE OF THE

AND ARE BEST REPRESENTED BY ELEVATIONS OBTAINED ALONG THEIR EDGES.

AREAS THAT WE WERE UNABLE TO SAFELY OBTAIN ELEVATIONS. THESE AREAS WERE GENERALLY FLAT

- DUE TO SAFETY ISSUES PRESENTED BY THE PRESENCE OF FLUID MUCK IN CELLS A AND F THERE ARE TO

A DIFFERENT CONFIGURATION OF ELEVATIONS WAS OBTAINED.

- DUE TO TOPOGRAPHIC FEATURES IN ALL CELLS THAT PRECLUDED DATA COLLECTION ON A 100 FOOT GRID, SURVEY METHODS.

- SOME AREAS OF CELL B WERE INUNDATED REQUIRING THE APPLICATION OF AUTOMATED HYDROGRAPHIC

6. EXCEPTIONS, SITE CONDITIONS AND SPECIAL CIRCUMSTANCES:

PROCESSED WITH HYPACK 2019.

COMPONENT WAS VERIFIED ON LAND TWICE DAILY AT A CONTROL POINT. DATA WAS COLLECTED AND

RTK/GPS POSITIONING AND AN ODOM CV100 ECHOSOUNDER OPERATING AT 200KHZ. THE VERTICAL

- REGIONS OF CELL B WERE COLLECTED VIA AUTOMATED HYDROGRAPHIC SURVEY METHODS WHICH UTILIZE

- THE RTK BASE OCCUPIED ONE OF THE REFERENCED CONTROL POINTS.

OBSERVATION ON ONE OF THE LISTED SITE CONTROL POINTS.

- HORIZONTAL AND VERTICAL CHECKS WERE PERFORMED DAILY BY OBSERVING AND RECORDING AN

HYDROGRAPHIC SURVEY TECHNIQUES.

- THE TOPOGRAPHIC SURVEY WAS COMPLETED BY USING RTK/GPS, TOTAL STATION AND AUTOMATED

5. FIELD DATA COLLECTION ADHERED TO THE FOLLOWING METHODOLOGY:

4. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) US SURVEY FEET.

INCLUDED ALL OF THE PUBLISHED VERTICAL CONTROL POINTS LISTED.

ELEVATIONS WERE ESTABLISHED BY DIGITAL DIFFERENTIAL LEVEL RUN TO THE SITE CONTROL POINTS THAT

WITH THE NATIONAL GEODETIC SURVEY’S ONLINE POSITIONING USERS SERVICE (OPUS). CONTROL POINT

ELEVATIONS WERE ESTABLISHED FOR THE SITE CONTROL POINTS BY STATIC GPS SESSIONS AND PROCESSED

STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, US SURVEY FEET. HORIZONTAL COORDINATES AND

3. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (2011), FLORIDA

100 FEET (SEE EXCEPTIONS AND CONDITIONS).

- ELEVATIONS WERE OBTAINED WITHIN THE INTERIOR OF EACH CELL ON A GRID OF APPROXIMATELY

OBTAINED AT A DISTANCE NO GREATER THAN 20 FEET ALONG EACH CROSS SECTION.

LEVEE/DIKE FROM THE OUTSIDE TOP OF BANK TO INTERIOR TOE OF SLOPE. ELEVATIONS WERE

- CROSS SECTIONS WERE SURVEYED HAVING A 100-FOOT INTERVAL ALONG THE CREST OF EACH

JACKSONVILLE, FL., FOLLOWING THE PLAN AS OUTLINED BELOW:

BARTRAM ISLAND AND CELL A ON BUCK ISLAND ALONG AND WITHIN THE ST. JOHNS RIVER IN

2. THE PURPOSE OF THIS SURVEY WAS TO COMPLETE A TOPOGRAPHIC SURVEY OF CELLS A, B AND F ON

DATES 16 JUNE AND 5 NOVEMBER 2020. SURVEY REPORT AND NOTES WERE COMPILED ON 12 NOVEMBER 2020.

1. THIS SURVEY WAS PERFORMED BY DEGROVE SURVEYORS, INC., OF JACKSONVILLE FLORIDA, BETWEEN THE

SURVEY NOTES

PARTIAL SECTION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

DRAWING WHERE SHOWN

IDENTIFICATION

S-76

FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 2013.

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

OF AVAILABLE DEPTHS AT THE TIME OF THE SURVEY.

CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION

9. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND

8. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

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

BASE LOCATIONS:

7. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS POSITIONING WITH THE FOLLOWING REFERENCE

UTC STA 25+00 - 65+0021 JAN 2021SV SALZER

UTC STA 0+00 - 25+0019 JAN 2021SV SALZER

CUTS 53 THRU 5514 JAN 2021SV SALZER

CUTDATE OF SURVEYVESSEL

FREQUENCY (28 KHZ).

FREQUENCY (200/240 KHZ) EXCEPT FOR STATIONS 25+00 TO 65+00 OF THE TERMINAL CHANNEL WHICH ARE SHOWN IN LOW

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

6. VERTICAL MEASUREMENTS WERE MADE USING A R2 SONIC 2024 MULTI-BEAM SYSTEM (240 KHZ) AND A ROSS MODEL 835C

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

REFERENCED TO NORTH AMERICAN DATUM OF 1983 (NAD83).

4. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE EAST ZONE OF FLORIDA AND

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

NOAA TIDAL STATION 872-0242, LONG BRANCH

NOAA TIDAL STATION 872-0215, NAVY FUEL DEPOT

SITES SPECIFIED BELOW:

REFERENCED ABOVE, AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE BENCHMARKS ASSOCIATED WITH THE TIDE GAGE

TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC (RTK) GPS AND REFERENCED TO MLLW UTILIZING THE KTD FILE

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

THIS SURVEY IS:

BECAUSE OF POSSIBLE ADDITIONS OR EDITS THERETO. DO NOT USE VDATUM IN PLACE OF THE KTD FILE. THE KTD MODEL USED FOR

THIS KTD MODEL, BEING A COMBINATION OF THOSE TWO SOURCES CANNOT BE CONSIDERED EQUIVALENT TO THE VDATUM MODEL

NOAA'S VDATUM MODEL, AND PUBLISHED TIDE STATION DATA WERE USED TO GENERATE A HYPACK KINEMATIC TIDE DATUM (KTD) MODEL.

BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA).

2. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW), TIDAL EPOCH 1983-2001 AS PUBLISHED

1. REFER TO SURVEY NO. 21-089.

SURVEY NOTES

(BARTRAM AND BUCK ISLANDS DMMA)

SURVEY NOTES 20-176

-J

H M

D E -G

I0 .d g n

HORIZONTAL AND VERTICAL CONTROL

VERTICAL CONTROL / TIDE CALIBRATION POINT

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

S T

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 "F"

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

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)

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 E -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. 65+00

TOTALS 47,000

8,000

39,000

C U T- S

. 0

BASE

OPTION A

LOWER TERMINAL CH. STA. 11+29.77 88,000

CUT-55 STA. 37+00 LOWER TERMINAL CH. STA. 7+00

102,000

14,000

49,000

55,000

6,000

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

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

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

B O

A -F

O O

T P

R O J E

C T

C U

T -5

O W

E R T

E R

A L C

H A

N N

E L

G R

O U

P -1

-R -J

J A

C K

S O

N V

R B

O R

M A

T E

N A

N C

E D

R E

D G

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

A T L A

N T

C E

FT. LAUDERDALE

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 E -G

I0 .d g n

Y= 220

Y= 219

SHEET GENERAL NOTES

"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

GENERAL CONTROL NOTES (FLORIDA EAST DATUM)

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

5. CONSTRUCTION SURVEY POSITIONING CRITERIA:

ACCOMPANYING THE DESIGN SURVEY(S).

FURNISHED HEREIN MUST USE THE SURVEY CONTROL AS TABULATED,

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

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

NAME.

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

MODEL (KTD FILE), REFERENCED IN THE NOTES ACCOMPANYING EACH SURVEY

ATTEMPT TO DUPLICATE THIS SURVEY SHALL OBTAIN THE KINEMATIC TIDE DATUM

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

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

VDATUM COVERAGE, OR DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM

CALCULATION. THESE EDITS ARE A RESULT OF EITHER OMISSIONS IN THE ORIGINAL

WERE TO BE USED AS A STAND ALONE PRODUCT FOR THE NAVD88-MLLW

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

3. 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

2. 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

1. HORIZONTAL REFERENCE SYSTEM:

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

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

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

B O

A -F

O O

T P

R O J E

C T

C U

T -5

O W

E R T

E R

A L C

H A

N N

E L

G R

O U

P -1

-R -J

J A

C K

S O

N V

R B

O R

M A

T E

N A

N C

E D

R E

D G

USACE JHFO ARP

872 0 242 A

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

2,190,470.SC

2,206,260.SC

2,190,458.96

HORIZONTAL CONTROL.

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

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

460,660.SC

458,700.SC

460,468.37

A L

CHANNEL SURVEY CONTROL

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

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

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

B O

A -F

O O

T P

R O J E

C T

C U

T -5

O W

E R T

E R

A L C

H A

N N

E L

G R

O U

P -1

-R -J

J A

C K

S O

N V

R B

O R

M A

T E

N A

N C

E D

R E

D G

-51 FT MLW. SEE NOTE 1.

SLUDGE FORCE MAIN. TOP OF PIPE ELEVATION

PIPE, SUBAQUEOUS RIVER CROSSING, 8" DIA.

APPROX. LOCATION OF JEA EXISTING DUCTILE IRON

THAN 25 FT OF UTILITIES.

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

C-04

C -0

C-03

KEY PLAN

N.T.S.

C-02

C-01

CB-42-19

CB-97

CB-JHB03-23

CB-99

CHANNEL PLAN VIEW

RGE. -287.5

RGE. 00

RGE. 287.5

S T

T C

ST. JOHNS RIVER

S T

A L

T C

S T

T C

STA. 40+11.32 CUT-55

P.I. STA. 0+00 TERMINAL CHANNEL

R G

R G E

V A R

STA. 35+00 CUT-55

C-01

X= 462

X= 461

X= 460

M A

T C

H L

E S

H E

E T C

-0 S

T A

T C

LOWER TERMINAL CHANNEL

PLUS 1-FOOT ALLOWABLE OVERDEPTH

41-FOOT REQUIRED DEPTH

BASE

PLUS 1-FOOT ALLOWABLE OVERDEPTH

40-FOOT REQUIRED DEPTH

D R

E D

G P

L A

S T

A C

U T -5

O S

T A L

T C

SHEET GENERAL NOTES

100' 200'0

S T

A .7

T C

S T

T C

S T

T C

S T

T C

R G

RGE. -55

STA. 35+00 CUT-55

STA. 30+00 CU

T-55

RGE. -135

C U

T -5

STA. 37+00 CUT-55

S T

T C

-J

H M

D E -C

N .d g n

S T

T C

S T

T C

RGE.

VARIE

S T

T C

STA. 38+50 CUT-55

N O

R T

H E

R N L

F D

R E

D G

OPTION A

STA. 38+00 CUT-55

TOP OF PIPE ELEVATION -48 FT MLW. SEE NOTE 1.

KENNEDY (TALLEYRAND) PLANT TO ARLINGTON, JEA,

CABLES, 69 KV PIPE TYPE SUBMARINE CABLE CIRCUITS,

APPROX. LOCATION OF 2 EA. EXISTING TRANSMISSION

NOT BE PLACED WITHIN 25 FT OF UTILITIES.

OTHERWISE BY UTILITY OWNERS, SPUDS AND/OR ANCHORS SHALL

ELECTRIC AUTHORITY FOR ADDITIONAL DETAILS. UNLESS SPECIFIED

JACKSONVILLE DEPARTMENT OF PUBLIC WORKS AND JACKSONVILLE

LOCATIONS AND DEPTHS SHOWN. CONTRACTOR SHALL CONTACT

1. SUBAQUEOUS UTILITY LINES CROSS THE CHANNEL AT THE APPROXIMATE

C-03

KEY PLAN

N.T.S.

C-02

C-01

100' 200'0

D R

E D

G P

L A

C-02

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

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

T C

S T

A L

T C

S T

A L

T C

S T

A L

T C

T A L

T C

M A

T C

H L

E S

H E

E T C

-0 S

T A

T C

APPROXIMATE SHORELINE

LOWER TERMINAL CHANNEL

-J

H M

D E -C

N .d g n

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

PLUS 1-FOOT ALLOWABLE OVERDEPTH

41-FOOT REQUIRED DEPTH

BASE

M A

T C

H L

E S

H E

E T C

-0 S

T A

T C

S T

A L

T C

RGE. 287.50

RGE. -287.50

RGE. 287.50

RGE. -287.50

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

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

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

B O

A -F

O O

T P

R O J E

C T

C U

T -5

O W

E R T

E R

A L C

H A

N N

E L

G R

O U

P -1

-R -J

J A

C K

S O

N V

R B

O R

M A

T E

N A

N C

E D

R E

D G

46.8

46.7

46.4

46.2

45.7

45.6

45.4

45.3

45.2

45.2 45.2

45.1

45.0 45.0

45.0

44.9

44.9 44.9

44.9

44.8

44.7

44.7 44.7

44.7

44.6

44.6 44.6

44.6

44.5

44.4

44.4 44.4

44.3

44.2

44.2 44.2

44.2

44.2 44.2

44.2

.1 .1

44.1

44.0

44.0 44.0

44.0

43.9

43.9 43.9

43.9

43.8

43.7

43.7 43.7

43.7

43.6

43.6 43.6

43.6

43.6 43.6

43.6

43.5

43.4

43.3

43.2

43.2 43.2

43.2

43.1

43.1 43.1

43.0

43.0 43.0

43.0

43.0 43.0

43.0

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 42.6

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

42.1

42.1 42.1

42.1

42.0

42.0 42.0

42.0

41.9 41.9

41.9

41.9 41.9

41.9

41.8

41.8 41.8

41.8

41.7

41.6

41.6 41.6

41.6

41.5

41.4

41.4 41.4

41.4

41.3

41.3 41.3

41.3

41.3 41.3

41.3

41.3 41.3

41.3

41.2

41.1

41.0

41.0 41.0

41.0

40.9

40.9 40.9

40.9

40.8

40.7

40.6

40.5

40.4

40.3

40.3 40.3

40.3

40.2

40.2 40.2

40.2

40.2 40.2

40.2

40.1 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

39.8

39.7

39.7 39.7 39.7

39.7

39.6

39.5

39.5 39.5

39.5

39.4

39.4 39.4

39.4

39.3

39.2 39.2

39.2

39.1

39.1 39.1

39.1

39.1 39

39.0 39.0

39.0

38.9

38.9 38.9

38.9

38.8

38.7 38.7

38.7

38.6

38.5

38.4

38.3 38.3

38.3

38.2

38.1

38.0

38.0 38.0

38.0

37.9

37.9 37.9

37.9

37.8

37.8 37.8

37.7 37.7

37.7

37.6

37.5

37.4

37.4 37.4

37.4

37.3

37.2

37.1

37.1 37.1

37.1

37.0 37.0

37.0

36.8

36.8 36.7

36.7

36.6 36.6

36.6

36.6 36.6

36.5

36.4

36.4 36.4 36.4

36.4 36.4

36.3

36.1

36.0

36.0 36.0

35.9

35.8

35.7

35.6

35.5

35.4

35.3 35.3

35.2

35.1

35.1 35.1

35.1

35.0

34.9

34.8

34.7 34.6

34.5 34.4

34.3

34.3 34.2

34.2

34.0

34.0 33.9

33.7 33.7

33.6

33.6 33.5 33.4

33.4 33.3

33.2

CB-42-73

CB-95

CB-J91-16

CB-JHB03-24

CB-JHB03-25

SS-JH20-04

SS-JH20-05

SS-JH20-03

SS-JH20-02

SS-JH20-01

C-03

KEY PLAN

N.T.S.

C-02

C-01

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

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

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

B O

A -F

O O

T P

R O J E

C T

C U

T -5

O W

E R T

E R

A L C

H A

N N

E L

G R

O U

P -1

-R -J

J A

C K

S O

N V

R B

O R

M A

T E

N A

N C

E D

R E

D G

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-03

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

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

T C

BASE

PLUS 1-FOOT ALLOWABLE OVERDEPTH

41-FOOT REQUIRED DEPTH

SOUTHERN LIMIT OF DREDGING

C-04

45.2

45.0

44.8

44.8 44.6

44.6

44.5 44.4 44.3

44.2

44.2 44.2

44.1

44.0

43.9

43.9 43.9

43.8

43.6

43.5

43.4

43.3

43.1

43.0

42.9

42.8

42.7

42.7 42.6

42.6

42.5

42.4

42.3

42.2

42.2 42.2

42.2

42.1 42.1

42.0

41.9

41.9 41.9

41.9

41.9 41.9

41.8

41.8 41.8

41.7

41.6

41.5

41.5 41.5

41.5

41.4

41.3

41.3 41.3

41.3 41.2

41.2

41.1

41.0

40.9

40.9 40.8

40.8

40.7

40.7 40.7

40.7

40.6

40.6 40.6

40.5

40.5 40.5

40.5

40.4

40.4 40.4

40.4

40.3 40.3

40.3

40.3 40.3

40.3

40.3 40.2

40.2

40.1

40.1 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

39.9 39.9

39.8

39.8 39.8

39.8

39.8 39.8

39.8

39.7

39.7 39.7

39.7

39.7 39.7

39.6

39.6 39.6

39.6

39.5

39.5 39.4

39.4

39.4 39.4

39.4

39.4 39.4

39.4

39.3 39.3

39.3

39.3 39.3

39.3

39.2

39.1

39.0

39.0 38.9

38.9

38.8

38.7

38.6

38.5

38.5 38.5

38.5

38.4

38.4 38.4

38.4

38.3

38.3 38.3

38.3

38.2

38.1

38.0

37.9

37.8

37.8 37.8

37.8

37.6

37.6 37.3

37.2 37.1 37.1

37.1

37.0 36.9

36.8

36.6 36.6 36.6 36.5 36.4

36.3 36.2 35.9

35.7

35.6

35.3 35.3 35.2 35.2 35.1

35.1

35.0

35.0 35.0

34.9

34.8 34.8

34.7 34.7

34.7

34.7 34.6 34.6

34.6

34.5 34.5 34.5

34.5 34.4

34.4 34.3 34.3

34.2

34.1

34.0 34.0

34.0

33.9 33.8

33.8 33.7

33.6

33.5

33.5 33.5

33.3

33.3 33.3

33.3 33.3 33.2

33.2

33.1

33.0

32.9

32.3

32.3 32.2

31.9

31.7

31.4 31.3

31.1

30.8 30.5

30.4

29.9

29.7

29.5

29.4 29.4

28.8

28.7 28.6

28.5

28.3 28.2

28.1 27.9 27.9 27.8

27.6 27.5

27.2

26.9 26.6

CB-J91-18

CB-JHB03-26

CB-JHB03-27

SS-JH20-06

SS-JH20-10

SS-JH20-09

SS-JH20-08

SS-JH20-07

PLANE COORDINATES

AIDS TO NAVIGATION

LABEL

MAP

LT. BUOY-75 (01/21) 460,896G"75" 2,186,811

G"75"

-J

H M

D E -C

N .d g n

C-04

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

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

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

B O

A -F

O O

T P

R O J E

C T

C U

T -5

O W

E R T

E R

A L C

H A

N N

E L

G R

O U

P -1

-R -J

J A

C K

S O

N V

R B

O R

M A

T E

N A

N C

E D

R E

D G

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

10 10

20 20

30 30

70 70

40 40

50 50

60 60

R A

N G

RANGE (FEET)

50' 100'010' 20'0

HORIZONTAL:VERTICAL:

C-03

PROJECT CHANNEL

AREA TO BE DREDGED

0100200300400500600700800 -100 -200 -300 -400 -500 -600 -700 -800

1' ALLOWABLE OVERDEPTH

41' REQUIRED DEPTH

R A

N G

R A

N G

E .5

CROSS SECTION AT STA. 54+00 CUT-LTC

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

10 10

20 20

30 30

70 70

40 40

50 50

60 60

R A

N G

RANGE (FEET) RANGE (FEET)

50' 100'010' 20'0

HORIZONTAL:VERTICAL:

C-01

PROJECT CHANNEL

AREA TO BE DREDGED

0100200300400500600700800 -100 -200 -300 -400 -500 -600 -700 -800

1' ALLOWABLE OVERDEPTH

41' REQUIRED DEPTH

CROSS SECTION AT STA. 14+00 CUT-LTC

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)

50' 100'010' 20'0

HORIZONTAL:VERTICAL:

C-01

PROJECT CHANNEL

AREA TO BE DREDGED

1' ALLOWABLE OVERDEPTH

40' REQUIRED DEPTH

CROSS SECTION AT STA. 38+00 CUT-55

WIDENER

R A

N G

E V

A R

AREA TO BE DREDGED

R A

N G

E V

A R

(JAN 2021)

EXISTING GRADE

(JAN 2021)

EXISTING GRADE

(JAN 2021)

EXISTING GRADE

RANGE (FEET)

WIDENER

500 -900400 300 200 100 -100 -200 -300 -400 -500 -600 -700 -800 -1000 -1100 -1200 -1300

R A

N G

E V

A R

R A

N G

E .0

R A

N G

R A

N G

R A

N G

E .5

R A

N G

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

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

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

B O

A -F

O O

T P

R O J E

C T

C U

T -5

O W

E R T

E R

A L C

H A

N N

E L

G R

O U

P -1

-R -J

J A

C K

S O

N V

R B

O R

M A

T E

N A

N C

E D

R E

D G

SURVEY CONTROL

502,466.08

474,163.05

473,994.00

42.33

3.03

2.62

2,199,770.28

2,204,219.28

2,204,472.05

STANDARD USACE DISK

LB4603(#9)IRON PIPE WITH ALUM CAP

LB4603(#8)IRON PIPE WITH ALUM CAP

DESIGNATION NORTHING EASTING NAVD88 DESCRIPTION

STJO 347

9 (TBM B)

8 (TBM A)

DO NOT USE FOR SURVEYS IN THE JACKSONVILLE HARBOR NAVIGATION PROJECT.

THIS SURVEY CONTROL IS ONLY TO BE USED AT THE BARTRAM AND BUCK ISLAND DISPOSAL SITES.

C E L L F

0 25 50 75 100 125 150 175 200 225 250 275 300 325 350

DIKE EXTERIOR INTERIOR OF CELL F

APPROX. EL. +43 FT

1.5

GRADE (NOV 2020)

EXISTING

ROUTE

ACCESS

PIPELINE

CELL F WEIR OUTFALLS

D A

M E

S P

T B

G E

SHEET GENERAL NOTES

DISPOSAL PLAN - BARTRAM ISLAND CELL "F"

P O

S A

L P

L A

B A

R T

R A

M I S

L A

N D C

E L L F

C-05

WEIRS

C-0

C-05

VERTICAL HORIZONTAL

-J

H M

D E -C

N .d g n

50' 100'0

PERIMETER DIKE - CROSS SECTION CELL "F"

20' 40'0 50' 100'0

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

LOCATION

DISCHARGE

APPROXIMATE

SEE NOTE 7.

STAGING AREA

SEE NOTE 7.

STAGING AREA

8 (TBM

9 (TBM

STJO 347

DREDGE MATERIALS" FOR INFORMATION ABOUT PLACEMENT.

9. REFER TO SECTION 35 20 23 PARAGRAPH "MAXIMUM HEIGHT OF

REPRESENTATIVE FOR MORE INFORMATION IF NECESSARY.

OFFLOADED. COORDINATE WITH THE CONTRACTING OFFICER'S

SURVEY SHOWN WAS COLLECTED. SOME MATERIAL HAS BEEN

8. CONDITIONS AT THE SITE HAVE CHANGED SINCE THE DATE THE

CONTRACTING OFFICER.

LOCATION SHALL BE FIELD VERIFIED AND APPROVED BY THE

7. STAGING AREA SHOWN IS AN APPROXIMATE LOCATION. EXACT

DETAILED INFORMATION.

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

6. FUELING OF LAND-BASED EQUIPMENT FROM MOORED VESSELS

REPRESENTATIVE PRIOR TO LANDING OF VESSELS.

SHALL BE APPROVED BY THE CONTRACTING OFFICER'S

5. 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,

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

PUMPOUT RELATED TO PROTECTING EXISTING BIRD NESTS.

ENVIRONMENTAL PROTECTION FOR INFORMATION ON DISPOSAL AREA

ACTIVITY AT THE TIME OF INSTALLATION. REFER TO SECTION 01 57 20

IN THE INTERIOR OF THE DIKE WILL DEPEND UPON BIRD NESTING

CONTRACTING OFFICER. EXACT LOCATION OF DISCHARGE PIPELINE

LOCATION TO BE DETERMINED ON SITE AND APPROVED BY THE

3. APPROXIMATE LOCATION OF DISCHARGE ENTRY SHOWN. EXACT

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

PHOTO.

INFORMATION ONLY. CURRENT SITE CONDITIONS MAY VARY FROM

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

G-01

G-02

G-03

G-04

C-01

C-02

C-03

C-04

C-05

File details come from the government source that posted it. Updated Mar 18, 2021.