19B0011Plans.pdf

PDF 32 MB Posted Mar 20, 2019

Attached to: Jacksonville Harbor, Maintenance Dredging, 38- and 40-Foot Projects, Cut-42 through Cut-48, Cut-55, and The Lower Terminal Channel, Duval County, FL
Solicitation number: W912EP19B0011
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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File	Type	Posted
Bid_Abstract_-Jacksonville_Harbor_FINAL_.pdf	PDF	Apr 24, 2019
W912EP19B0011_0003.pdf	PDF	Apr 18, 2019
Jax_O&M_GDR_2019_10April2019_Updated.pdf	PDF	Apr 16, 2019
W9012EP19B00110002.pdf	PDF	Apr 16, 2019
AM0002_REV_Drawings_JAX_Harbor_MDFY19.pdf	PDF	Apr 16, 2019
Jax_O&M_GDR_2019_5April2019updated.pdf	PDF	Apr 8, 2019
W912EP19B00110001.pdf	PDF	Apr 8, 2019
A.07.14__Site_Visit_Roster.pdf	PDF	Apr 4, 2019
19-001_JAX_HBR_ANNUAL_XYZ_Data_2.zip	ZIP file	Mar 20, 2019
19-001_JAX_HBR_ANNUAL_XYZ_Data_1.zip	ZIP file	Mar 20, 2019
19B0011Volume2Specs.pdf	PDF	Mar 20, 2019
19B0011Volume1Specs.pdf	PDF	Mar 20, 2019
19-001_JAX_HBR_ANNUAL_XYZ_Data_4.zip	ZIP file	Mar 20, 2019
Jax_O&M_GDR_2019_final_21Feb2019.pdf	PDF	Mar 20, 2019
19-001_JAX_HBR_ANNUAL_XYZ_Data_3.zip	ZIP file	Mar 20, 2019

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W912EP-19-B-0011

JACKSONVILLE DISTRICT

JACKSONVILLE HARBOR; MAINTENANCE DREDGING;

G-01

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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

S T

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

PROJECT OVERVIEW

CHANNEL CONTROL DATA

CIVIL

C-01

C-02

C-03

C-04

C-05

C-06

C-07

C-08

C-09

C-10

C-11

C-12

C-13

C-14

C-15

C-16 DISPOSAL PLAN - BARTRAM ISLAND CELL "A"

COVER

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

DREDGING PLAN - STA. 39+00 CUT-45 TO STA. 8+00 CUT-47

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

38- AND 40-FOOT PROJECTS; CUT-42 THROUGH CUT-48,

CUT-55, AND THE LOWER TERMINAL CHANNEL;

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. 33+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. 8+00 CUT-47 TO STA. 10+00 CUT-49

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

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

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

TYPICAL DREDGING CROSS SECTIONS

S T

A B

A R C

U T -3

STA. 65+00 LOWER TERMINAL CHANNEL

VOLUME:

of Engineers

US Army Corps

SOLICITATION NO:

CONTRACT NO:

ISSUE DATE:

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HYDROGRAPHIC SURVEYING, 30 NOV 2013.

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

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

AVAILABLE DEPTHS AT THE TIME OF SURVEY.

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

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

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

CUT-G & CUT-F19 JAN 2019 R. Witmer

CUT-B20 JAN 2019 R. Witmer

CUT-A20 JAN 2019 R. Witmer

TERMINAL CHANNEL09 THRU 11 JAN 2019 SB-46

CUT-52 THRU CUT-5511 JAN 2019 R. Witmer

CUT-5112 JAN 2019 R. Witmer

CUT-5013 JAN 2019 R. Witmer

CUT-45 THRU CUT-4914 JAN 2019 R. Witmer

CUT-43 THRU CUT-4415 JAN 2019 R. Witmer

CUT-4216 & 18 JAN2019 R. Witmer

CUT-40 THRU CUT-4121 JAN 2019 R. Witmer

CUT-16 THRU CUT-3922 JAN 2019 R. Witmer

CUT-7 THRU CUT-1512-13 DEC 2018 SB-46

CUT-4 THRU CUT-611 DEC 2018 SB-46

BAR CUT-303, 11, & 19 DEC 2019 & 2 & 7 JAN 2019 SB-46

AREA SURVEYEDDATE OF SURVEY SURVEY VESSEL

FREQUENCY (28 KHZ).

EXCEPT FOR STATIONS 19+00 - 67+00 OF THE TERMINAL CHANNEL WHICH ARE SHOWN IN LOW

SINGLE BEAM TRANSDUCER. ALL SOUNDINGS SHOWN ARE IN HIGH FREQUENCY (200/240 KHZ)

(240KHZ) AND A ROSS MODEL 835C SMARTSOUNDER WITH A DUAL FREQUENCY (28/200 KHZ)

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

REFERENCE BASE LOCATED AT “JHFO ARP” (OPUS PID: UNPUB)

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)

FOLLOWING REFERENCE BASE LOCATIONS:

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

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

NOAA TIDAL STATION 872-0215, NAVY FUEL DEPOT

NOAA TIDAL STATION 872-0219, DAMES POINT

NOAA TIDAL STATION 872-0221, FULTON FOR CUTS

NOAA TIDAL STATION 872-0218, BAR PILOTS

NOAA TIDAL STATION 872-0211, MAYPORT NAVAL

OF THE BENCH MARKS ASSOCIATED WITH THE TIDE GAGE SITES SPECIFIED BELOW:

NOAA’S VDATUM MODEL WAS USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS

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

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

THE EAST ZONE OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN DATUM OF1983 (NAD 1983).

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

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

1. REFER TO SURVEY NO. 19-001.

"0242A"OPUS PID: UNPUBLISHEDAND TERMINAL CHANNEL

COE DEPOTJHFO ARPCUT-51, 52, 53, 54, 55,

“872 0215 TIDAL 2”OPUS PID: BBCT6447, 48, 9, AND 50

NAVY FUEL PIERDUNNS CREEKCUTS 43, 44, 45, 46,

“872 0219 TIDAL A”OPUS PID: BBDH77

DAMES POINT BRIDGENEW BERLINCUTS F, G, 42, AND 42 EXT.

“BIMT-101”OPUS PID: BBBX61AND ADVANCE MAINTENANCE

VICINITY BLOUNT ISLAND MCTBIMT-101CUTS 39, 40, 41, 42, A, B

“872 0218 TIDAL A”OPUS PID: BBBX61

MORNINGSTAR MARINABIMT-101CUTS 16, 17, 18 AND 19

“872 0218 TIDAL A”OPUS PID: BBDC0912,13, AND 14/15

MORNINGSTAR MARINACHARLIE TOWER ARPCUTS 5,6,7,8,9,10,11,

OPUS PID: BBDC09

“STARK”CHARLIE TOWER ARPBAR CUT-3 AND CUT-4 MAYPORT TB

TIDE STAFF LOCATED FROMGPS BASE STATIONCUTS

10. RTK GPS BASE STATION SITES AND TIDE DATUM CALIBRATION BENCH MARKS BY CUT:

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

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 NOTESTABLE OF CONTENTS GENERAL 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

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

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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

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A N

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C-11

C -0

C-10

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

S T

O H N S

R I

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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

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

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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)

TOTALS

BASE

OPTION A

OPTION B

AREA

DREDGE

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

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

ELEMENT

CONTRACT

CHANNEL LOCATION

CUT

STATIONING

BEGIN

DEPTH

REQUIRED

40-FOOT

OVERDEPTH

ALLOWABLE

2-FOOT

VOLUME

ELEMENT

CONTRACT

41,000

122,000

276,000

VOLUME

AREA

DREDGE

TOTAL

6 CUTS - 42 & 43

CUT- 42

CUTS - 46 & 48

CUT- 45

LTC

CUT- 55 & LTC

157+00

60+00

10+00

1+00

20+00

34+00

6+00

140+00

13+00

31+00

65+00

8+00

175,000

1,000

2,000

64,000

1,000

98,000

9,000

264,000

2,000

36,000

32,000

25,000

146,000

23,000

438,000

3,000

38,000

96,000

26, 000

244,000

32,000

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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

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

X X

R P

T O H T

R O

C H

E C

U T -4

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.

42 41

CUT-

CUT-40

CUT-41

CUT-42

-300

RGE.

RGE. VARIES

RGE.

VARIE

RGE. VARIES

VARIES

RGE.

RGE. -300

RGE. 300

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

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)

POINTS

P.I.

POINTS

CHANNEL

CHANNEL CONTROL DATA NOTES:

JACKSONVILLE HARBOR FRAMEWORK REPORT

REVISION 05 MAY 2015

PRIMARY PROJECT CONTROL POINTS (PPCP):

PPCP COORDINATE AND ELEVATION DATA ARE OBTAINED FROM THE CURRENT NOAA

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

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

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

NSRS PPCPNGSIDB/OPUS PID CHANNEL REACH

CHARLIE TOWER OPUS PID: BBDC09 BAR CUT-3 THRU CUT-8

BIMT-101 OPUS PID: BBBX61 CUT-9 THRU CUT-42, CUT-A & B

NEW BERLIN OPUS PID: BBDH77 CUT-F, CUT-G & CUT-42

DUNNS CREEK OPUS PID: BBCT64 CUT-43 THRU CUT-50

0242A OPUS PID: BBBZ31 CUT-51 TO TERMINAL CHANNEL

PPCP: MLLW CALIBRATION GAGES NOAA STATION ID

MAYPORT NAVAL STATION 872 0214

MAYPORT BAR PILOTS DOCK, ST JOHNS RIVER 872 0218

MAYPORT (FERRY DEPOT) 872 0220

MAYPORT, ST JOHNS RIVER 872 0224

PABLO CREEK ENTRANCE 872 0232

FULTON, ST. JOHNS RIVER 872 0221

BLOUNT ISLAND BRIDGE 872 0203

DAMES POINT, ST. JOHNS RIVER 872 0219

JACKSONVILLE, NAVY FUEL DEPOT 872 0215

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

LITTLE POTTSBURG CREEK 872 0274

ORTEGA RIVER ENTRANCE 872 0296

PINEY POINT, ST. JOHNS RIVER 872 0333

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

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

CONTROL AND CALIBRATION TIDE GAUGE SITES CURRENTLY EMPLOYED BY

OPERATIONS DIVISION USED TO CORRECT OBSERVED GPS DERIVED ELEVATIONS TO

HEIGHTS RELATIVE TO MLLW.

CONSTRUCTION SURVEY POSITIONING CRITERIA:

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS ARE

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

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

PPCPS LISTED ABOVE.

HORIZONTAL REFERENCE SYSTEM:

THE HORIZONTAL REFERENCE DATUM FOR THIS PROJECT IS THE NORTH AMERICAN

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

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

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

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

OFFSET COORDINATES ARE RELATIVE TO THE INDICATED CHANNEL BASELINE FOR

EACH CHANNEL REACH. UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND

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

MASTER CHANNEL FRAMEWORK DESIGN FILE FOR THIS PROJECT.

VERTICAL REFERENCE SYSTEM:

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

(MLLW), BASED ON THE NOAA 1983-2001 NATIONAL TIDAL DATUM EPOCH.

ORTHOMETRIC ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL

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

REDUCE OBSERVED ELLIPSOID HEIGHTS TO NAVD88 ORTHOMETRIC HEIGHTS.

TIDAL MODEL:

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

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

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

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

THE VDATUM MODEL FILE ARE NOT TO BE CONSIDERED EQUALIVALENT.

THE “KTD FILE”REFERENCED ABOVE IS USED TO CORRECT OBSERVED ORTHOMETRIC

HEIGHTS TO THE MLLW REFERENCE DATUM. ANY THIRD PARTY ATTEMPT TO

DUPLICATE A PROJECT SURVEY SHALL OBTAIN THE KINEMATIC TIDE DATUM MODEL

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

JACKSONVILLE DISTRICT.

G E

N E

R A

G-04

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

PLAN VIEW - CHANNEL CONTROL DATA

0 500' 1000'

40 FOOT PROJECT

-J

H M

D -G

I0 .d g n

T C

H L

E S

H E

E T G

-0 C

U T -4

T A . 9

C U

T -3

T A . 3

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

OLD RI

VER

CUT-D

OLD RIVER

CUT-C

VER

T-

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

NEW BERLIN

872 0219 A TIDAL

SURVEY CONTROL

DESIGNATION PID NORTHING EASTING NAVD88 MLLW CHANNEL CUT WHERE EMPLOYED

AND CUT-42 EXT.

CUT-F, CUT-G, CUT-42,

HORIZONTAL AND VERTICAL CONTROL

VERTICAL CONTROL / TIDE CALIBRATION POINT

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

872 0219 A TIDAL

NEW BERLIN

DI0931

BBDH77

2,201,280.SC

2,205,278.06

480,120.SC

482,114.92

6.49

7.63

8.78

N/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 FY19\010 - Plans\01 General\G-05

/6 /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

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

X X

R P

T O H T

R O

C H

E C

U T -4

H R

O U

G H C

U T -4

C U

T -5

G-05

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

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

V A R

S R

G E

V A

R G

V A

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.

DUNNS CREEK

872 0215 TIDAL 2

G-06

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-07 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 FY19\010 - Plans\01 General\G-06

/6 /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

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

X X

R P

T O H T

R O

C H

E C

U T -4

H R

O U

G H C

U T -4

C U

T -5

DUNNS CREEK

872 0215 TIDAL 2

SURVEY CONTROL

DESIGNATION PID NORTHING EASTING NAVD88 MLLW CHANNEL CUT WHERE EMPLOYED

CUT-48, CUT-49, AND CUT-50.

CUT-43, CUT-44, CUT-45, CUT-46, CUT-47,

HORIZONTAL AND VERTICAL CONTROL

VERTICAL CONTROL / TIDE CALIBRATION POINT

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

872 0215 TIDAL 2

DUNNS CREEK

BC0274

BBCT64

2,206,260.SC

2,210,443.37

458,690.SC

471,266.32

4.11

7.85

5.84

N/A

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 FY19\010 - Plans\01 General\G-07

/6 /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

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

X X

R P

T O H T

R O

C H

E C

U T -4

H R

O U

G H C

U T -4

C U

T -5

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

V A

S R

G E

V A

S R

G E

-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

V A R

R G E

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

JHFO ARP

SURVEY CONTROL

DESIGNATION PID NORTHING EASTING NAVD88 MLLW CHANNEL CUT WHERE EMPLOYED

AND CUT-55.

CUT-51, CUT-52, CUT-53, CUT-54,

HORIZONTAL AND VERTICAL CONTROL

VERTICAL CONTROL / TIDE CALIBRATION POINT

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

872 0242 A

JHFO ARP

BBBZ31

N/A

2,190,470.SC

2,190,458.96

460,660.SC

460,468.39

4.47

37.15

6.21

N/A

872 0 242 A

G-07

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-06 CUT-51 STA. 55+00

UPPER TERMINAL CHANNEL STA. 70+00

69.

N.T.S.

KEY MAP

N.T.S.

KEY MAP

C -0 8C -0

C -0

C-12

C-11

C-10

CB-JHPM09-13

CB-JH14-048

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 FY19\010 - Plans\02 Civil\C-01

/6 /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

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

X X

R P

T O H T

R O

C H

E C

U T -4

H R

O U

G H C

U T -4

C U

T -5

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

CUT-42

RGE. -237.5

RGE. 00

RGE. 237.5

S T

A C

U T -4

RGE. VARIES

APPROXIMATE SHORELINE

DREDGING PLAN

100' 200'0 C-01

D R

E D

G P

L A

-J

H M

D -C

N .d g n

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T -4

RGE. -237.5

RGE. 00

RGE. 237.5

S T

A C

U T -4

S T

A C

U T -4

S T

A C

U T -4

S T

A C

U T -4

S T

A C

U T -4

Y=2203000

Y=2202000

Y=2201000

S T

A C

U T -4

T A C

U T -4

AT TIME OF SURVEY NO. 19-001

NO DREDGING ON THIS SHEET

S T

U T -4

N.T.S.

KEY MAP

N.T.S.

KEY MAP

C -0 8C -0

C -0

C-12

C-11

C-10

CB-JHPM09-11

CB-JHPM09-12

PLANE COORDINATES

AIDS TO NAVIGATION

LT. BUOY-42 (01/19) 489,403 2,202,149

"RLT-42"

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 FY19\010 - Plans\02 Civil\C-02

/6 /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

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

X X

R P

T O H T

R O

C H

E C

U T -4

H R

O U

G H C

U T -4

C U

T -5

O V

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

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

CUT-42

RGE. -237.5

RGE. 00

RGE. 237.5

S T

A C

U T -4

APPROXIMATE SHORELINE

DREDGING PLAN

100' 200'0 C-02

D R

E D

G P

L A

-J

H M

D -C

N .d g n

RGE. -237.5

RGE. 00

RGE. 237.5

S T

A C

U T -4

S T

A C

U T -4

S T

A C

U T -4

S T

A C

U T -4

S T

A C

U T -4

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T -4

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T -4

Y=2203000

Y=2202000

Y=2201000

Y=2200000

S T

A C

U T -4

T A C

U T -4

S T

A C

U T -4

PLUS 2-FOOT ALLOWABLE OVERDEPTH

40-FOOT REQUIRED DEPTH (OPTION B)

OPTION B

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