B.08 Plans, Jax Harbor (W912EP23B0015).pdf

PDF 46 MB Posted Jul 5, 2023

Attached to: JACKSONVILLE HARBOR, MAINTENANCE DREDGING, 47-FOOT, 40-FOOT PROJECT, DUVAL COUNTY, FLORIDA
Solicitation number: W912EP23B0015
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 21, 2023

This document provides details on a federal contract solicitation for maintenance dredging services. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Jacksonville for dredging of the Jacksonville Harbor to depths of 47 feet and 40 feet in Duval County, Florida. Responses are due by June 15, 2023. The solicitation seeks dredging services to maintain authorized depths of the Jacksonville Harbor navigation channel and entrance bar. The contract will have a one-year base period of performance with four optional one-year option periods that can be exercised at the discretion of the Army Corps of Engineers.

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Other files

File	Type	Posted
C.04 Abstract, Jax Harbor (W912EP23B0015).pdf	PDF	Aug 4, 2023
W912EP23B0015 Amendment 0001.pdf	PDF	Jul 25, 2023
23B15 prebid site visit roster and agenda.pdf	PDF	Jul 19, 2023
B.08 Specs Vol. 1, Jax Harbor (W912EP23B0015).pdf	PDF	Jul 5, 2023
B.08 Specs Vol. 2, Jax Harbor (W912EP23B0015).pdf	PDF	Jul 5, 2023
B.08 GDR, Jax Harbor (W912EP23B0015).pdf	PDF	Jul 5, 2023

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

Jacksonville District

JACKSONVILLE HARBOR

MAINTENANCE DREDGING,

47-FOOT & 40-FOOT PROJECT,

DUVAL COUNTY, FLORIDA

VOLUME:

W912EP23B0015

US Army Corps of Engineers

SHEET INDEX

DWG NO. TITLE

GENERAL

G-01 COVER AND SHEET INDEX

G-02

TERMS AND ABBREVIATIONS, SYMBOLOGY, GENERAL NOTES & SURVEY NOTES

G-03 PROJECT OVERVIEW

G-04 CONTROL DATA

G-05 CONTROL DATA

G-06 CONTROL DATA

G-07 CONTROL DATA

G-08 CONTROL DATA

G-09 CONTROL DATA

G-10 CONTROL DATA

G-11 SIDE SLOPE PLAN

G-12 SIDE SLOPE PLAN

CIVIL

C-01 DREDGING PLAN - STA. 39+00 CUT-14-15 TO STA. 14+00 CUT-17

C-02 DREDGING PLAN - STA. 14+00 CUT-17 TO STA. 13+00 CUT-39

C-03 DREDGING PLAN - STA. 13+00 CUT-39 TO STA. 12+00 CUT-40

C-04 DREDGING PLAN - STA. 12+00 CUT-40 TO STA. 28+00 CUT-41

C-05 DREDGING PLAN - STA. 28+00 CUT-41 TO STA. 15+00 CUT-42

C-06 DREDGING PLAN - STA. 15+00 CUT-42 TO STA. 45+00 CUT-42

C-07 DREDGING PLAN - STA. 45+00 CUT-42 TO STA. 75+00 CUT-42

C-08 DREDGING PLAN - STA. 75+00 CUT-42 TO STA. 105+00 CUT42

C-09 DREDGING PLAN - STA. 105+00 CUT-42 TO STA. 136+00 CUT-42

C-10 DREDGING PLAN - STA. 136+00 CUT-42 TO STA. 7+00 CUT-43

C-11 DREDGING PLAN - STA. 50+00 CUT-51 TO STA. 10+00 CUT-53

C-12 DREDGING PLAN - STA. 10+00 CUT-53 TO STA. 10+00 CUT-55

C-13 DREDGING PLAN - STA. 10+00 CUT-55 TO STA. 30+00 CUT-55

C-14 DREDGING PLAN - STA. 30+00 CUT-55 TO STA. 20+00 LTC

C-15 DREDGING PLAN - STA. 20+00 LTC TO STA. 50+00 LTC

C-16 DREDGING PLAN - STA. 50+00 LTC TO STA. 80+00 UTC

C-17 DREDGING CROSS SECTION

C-18 DREDGING CROSS SECTION

C-19 DREDGING CROSS SECTION

C-20 DREDGING CROSS SECTION

C-21 DISPOSAL PLAN - BARTRAM ISLAND CELL F

C-22 DISPOSAL PLAN - ODMDS ZONE C1

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OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

DRAWING WHERE SHOWN

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

MATERIAL SYMBOL KEY

IDENTIFICATION

C-56 C-56

C-76

IDENTIFIER

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

GREEN DAYBEACON

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

DRAWING WHERE

SHOWN

VERTICAL / TIDAL CALIBRATION

CONTROL POINT

ELEVATION AND LOCATION49.5

TITLE

PID AF31

DRAWING AREA - PLAN

PLAN VIEW

VIBRACORE BORING

CORE BORING

VB-KBIC-1

CB-JH99-22

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

ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR

ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER

1110-1-8152.

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

COORDINATE SYSTEM OF 1983, FLORIDA EAST ZONE, AND ARE REFERENCED TO THE 2011 ADJUSTMENT

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

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

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

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

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

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

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

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

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

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

PLUS SYMBOL (+).

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

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

CHANNEL CENTERLINE.

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

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

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

AFFECT THE PERFORMANCE OF CONSTRUCTION OF THIS PROJECT.

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

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

ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF

SYMBOLS SHOWN ON THIS SHEET.

7. REFER TO PLAN SHEETS G-11 THROUGH G-12 FOR PAYMENT SIDE SLOPES THROUGHOUT THE CHANNEL.

DISCIPLINE DESIGNATOR

TERMS AND ABBREVIATIONS

G - GENERAL

C - CIVIL

GENERAL NOTES

LEGEND - NAVIGATION

REFERENCE SYMBOL KEY

GENERAL SYMBOLOGY

PROJECT CHANNEL

DREDGING AREAS

STATE/COUNTY BOUNDARY LINE

HORIZONTAL AND VERTICAL

CONTROL MONUMENT

TIDE STAFF

CHANNEL LIMIT PI IDENTIFIER

CHANNEL CL PI POINT

MONUMENT FALLS OFF THE PAGE

IN THE DIRECTION OF ARROW

MOORING BUOY

WARNING SIGN

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APPROX

BLVD

CBL

CHN.

DMMA

DWG

ECL

EL / ELEV

EOB

FDEP

FDOT

HORZ

INV

IWW

LTC

MHW

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NAVD88

NAD83

NOAA

N.T.S.

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TOL

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APPROXIMATE

BOULEVARD

CONSTRUCTION BASELINE

CHANNEL

CENTERLINE

CUBIC YARD

DREDGED MATERIAL MANAGE AREA

DRAWING

EROSION CONTROL LINE

ELEVATION

EDGE OF BERM

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

FLORIDA DEPARTMENT OF TRANSPORTATION

FOOT/FEET

HORIZONTAL

INVERT

INTRACOASTAL WATERWAY

LINEAR FOOT/FEET

LOWER TERMINAL CHANNEL

MEAN HIGH WATER

MEAN LOWER LOW WATER

MEAN LOW WATER

NORTH AMERICAN VERTICAL DATUM OF 1988

NORTH AMERICAN DATUM OF 1983

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NUMBER

NOT TO SCALE

POINT OF INTERSECTION

ROAD

REQUEST FOR INFORMATION

RANGE

SHEET

SQUARE FEET/FOOT

STREET

STATION

TURNING BASIN

TOP OF BERM

TOLERANCE

TOE OF SLOPE

TYPICAL

UNITED STATES ARMY CORPS OF ENGINEERS

UNITED STATES COAST GUARD

VERTICAL

PID AF3134

MONUMENT OFF SHEET

IN DIRECTION OF ARROW

STAGING / UNLOADING AREA

400'0 200'20' 40'0

SECTION NAME

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

CROSS SECTIONC

C-16

HORIZONTALVERTICAL

DRAWING AREA CROSS SECTION PROFILE TITLE WITH ASYMMETRICAL SCALES

SURVEY NOTES - CHANNEL

SURVEY NOTES - DISPOSAL BARTRAM ISLAND

UTILITY RIVER CROSSING

SURVEY NOTES - ODMDS

1. REFER TO SURVEY NO. 21-262.

2. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO NOAA'S REPORTED MEAN LOWER LOW WATER

(MLLW) OF THE 1983-2001 TIDAL EPOCH.

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

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

ZONE OF FLORIDA AND REFERENCED TO THE CURRENT REALIZATION OF THE NORTH AMERICAN

DATUM OF 1983 (NAD83), BASED ON THE NOAA NATIONAL SPATIAL REFERENCE SYSTEM (NSRS).

5. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW), TIDAL

EPOCH 1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

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

HYPACK KINEAMTIC TIDE DATUM (KTD) MODEL. THIS MODEL, BEING A COMBINATION OF THOSE TWO

SOURCES CANNOT BE CONSIDERED EQUIVALENT TO THE VDATUM MODEL BECAUSE OF POSSIBLE

ADDITIONS OR, EDITS THERETO. DO NOT USE VDATUM IN PLACE OF THE KTD FILE. THE KTD MODEL

USED FOR THIS SURVEY IS:

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

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

REFERENCED TO MLLW UTILIZING THE KTD REFERENCED ABOVE, AND CALIBRATED TO THE

PUBLISHED MLLW HEIGHTS OF THE BENCHMARKS ASSOCIATED WITH THE TIDE GAGE SITE

SPECIFIED BELOW:

NOAA TIDAL STATION 872-0218, BAR PILOTS (PID: DI9221)

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

FOLLOWING REFERENCE BASE LOCATION:

BASE STATION LOCATED AT "USACE MAYPORT ARP" (PID: BBGZ80)

8. VERTICAL MEASUREMENTS WERE MADE USING A R2 SONIC 2024 MULTI-BEAM SENSOR OPERATING

AT 240 KHZ. ALL SOUNDINGS SHOWN ARE IN HIGH FREQUENCY.

VESSEL DATE OF SURVEY LOCATION

S/V SALZER 01-02 NOV 2021 JAX ODMDS

S/V SALZER 15-18 NOV 2021 JAX ODMDS

S/V SALZER 29-30 NOV 2021 JAX ODMDS

S/V SALZER 01-03 DEC 2021 JAX ODMDS

9. AIDS TO NAVIGATION WERE NOT LOCATED DURING THIS SURVEY.

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

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

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

AT THE TIME OF THE SURVEY.

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

REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM

1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 2013.

CHANNEL LIMIT

WIDENER LIMIT

CHANNEL CENTERLINE

1. REFER TO SURVEY NO. 23-082.

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

TO MLLW USING A HYPACK KINEMATIC TIDAL DATUM (KTD) FILE. FILE NAME IS:

CAMDENGA-NASSAU-DUVAL-STJOHNS-FLAGLER_20191202.KTD

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

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

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

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

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

FOLLOWING REFERENCE BASE LOCATIONS:

REFERENCE BASE LOCATED AT "USACE MAYPORT ARP" (OPUS PID: BBGZ80)

REFERENCE BASE LOCATED AT "USACE BIMT ARP" (OPUS PID: BBGM25)

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

7. DEPTHS DEPICTED BY THIS SURVEY ARE IN FEET AND TENTHS AND REFERENCED TO MEAN LOWER

LOW WATER (MLLW), TIDAL EPOCH 1983-2001, AS REPORTED BY THE NATIONAL OCEANIC AND

ATMOSPHERIC ADMINISTRATION (NOAA). NOAA'S VDATUM MODEL WAS USED AND CALIBRATED TO

THE PUBLISHED MLLW HEIGHTS OF THE BENCHMARKS ASSOCIATED WITH THE TIDE GAGE SITES

SPECIFIED BELOW:

NOAA TIDAL STATION 872-0218, BAR PILOTS DOCK

NOAA TIDAL STATION 872-0221, FULTON

NOAA TIDAL STATION 872-0219, DAMES POINT

NOAA TIDAL STATION 872-0215, NAVY FUEL DEPOT

NOAA TIDAL STATION 872-0242, LONG BRANCH

8. VERTICAL MEASUREMENTS WERE MADE USING A R2 SONIC MODEL 2026 MULTI-BEAM SYSTEM

(240 KHZ), A RESON T50P MULTI-BEAM SYSTEM (300 KHZ), AND AN EDGETECH 6205 MULTI-BEAM /

SIDESCAN OPERATING AT 550 KHZ. ALL SINGLE-BEAM SOUNDING WERE MADE WITH A TELEDYNE

E20 OPERATING AT 28/200 KHZ. ALL SOUNDINGS ARE SHOWN IN HIGH FREQUENCY EXCEPT FOR

TERMINAL CHANNEL STATIONS 0+00 - 65+00 WHICH ARE IN LOW FREQUENCY (28 KHZ).

VESSEL DATE OF SURVEY AREA SURVEYED

SB WELLS 25 JAN 2023 LOWER TERMINAL CHANNEL

SV SALZER 08-09 FEB 2023 BAR CUT-3

SV SALZER 09 FEB 2023 CUTS 4 - 7

SV SALZER 13-14 FEB 2023 CUTS 50 - 55

SV SALZER 15 FEB 2023 CUTS F & G

SV SALZER 21 FEB 2023 CUTS 8 -15

SV SALZER 20 MAR 2023 CUTS 16 - 41

SV SALZER 21 MAR 2023 CUTS A & B

SV SALZER 22-23 MAR 2023 CUTS 43 - 49

SV SALZER 23-24 MAR 2023 CUT-42

SB-48 24 MAR 2023 UPPER TERMINAL CHANNEL

SB-48 05 APR 2023 CUT-F STA 5+00 - 14+00

9. AIDS TO NAVIGATION WERE LOCATED FOR THIS SURVEY.

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

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

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

DEPTHS AT THE TIME OF SURVEY.

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

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

HYDROGRAPHIC SURVEYING, 30 NOV 2013.

SURFICIAL SAMPLE

IDENTIFIER

SS-JH20-07

1. REFER TO SURVEY NO. 20-176

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

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

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

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

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

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

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

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

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

100 FEET (SEE EXCEPTIONS AND CONDITIONS).

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

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

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

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

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

INCLUDED ALL OF THE PUBLISHED VERTICAL CONTROL POINTS LISTED.

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

6. FIELD DATA COLLECTION ADHERED TO THE FOLLOWING METHODOLOGY:

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

HYDROGRAPHIC SURVEY TECHNIQUES.

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

OBSERVATION ON ONE OF THE LISTED SITE CONTROL POINTS.

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

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

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

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

PROCESSED WITH HYPACK 2019.

7. EXCEPTIONS, SITE CONDITIONS AND SPECIAL CIRCUMSTANCES:

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

SURVEY METHODS.

- DUE TO TOPOGRAPHIC FEATURES IN ALL CELLS THAT PRECLUDED DATA COLLECTION ON A 100 FOOT GRID, A DIFFERENT CONFIGURATION OF ELEVATIONS WAS OBTAINED.

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

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

AND ARE BEST REPRESENTED BY ELEVATIONS OBTAINED ALONG THEIR EDGES.

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

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

HAD BEEN PLACED.

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

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

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

POINTS.

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

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

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

WITH HYPACK SOFTWARE. TOPOGRAPHIC WAS DOWNLOADED DIRECTLY FROM CONTROLLERS.

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

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

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

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

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

SHALL THE ACT OF DISTRIBUTION CONSTITUTE ANY SUCH WARRANTY.

APPROXIMATE SHORELINE WITH LAND SHADING

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N S

T R

A B

I T

U A

R M

E S

A J

S A

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

U.S. NAVAL

C I T Y O F

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

B E A C H

S T

J O

H N

S R

I V E

MILE POINT

M I L L C O V E

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

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

I N

STATION MAYPORT

E N

T R

E C

E L

B A R T R A M I S L A N D

D I S P O S A L A R E A

C E L L F

Y= 2250000

Y= 2240000

Y= 2230000

Y= 2220000

Y= 2210000

Y= 2200000

Y= 2190000

Y= 2180000

Y= 2170000

O D M D S

D I S P O S A L A R E A

Z O N E C 1

TOTAL

DREDGE AREA

VOLUME

NOTE:

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE SHOALING EXPECTED TO OCCUR BETWEEN

THE DATE OF THE SURVEY AND THE COMMENCEMENT OF DREDGING.

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

CONTRACT

ELEMENT

CHANNEL LOCATION

REQUIRED

DEPTH

REQUIRED

VOLUME

TOTALS

END

CUT

CUT-42 33+80

STATIONING

BEGIN

136+00

600,000320,000

VARIES 110,000

280,000

240,000

OPTION A CUT-17 TO CUT-42 0+00 33+80 90,000

160,000

CUT-52 TO LTC 0+00 65+00 120,000 200,000

ALLOWABLE

OVERDEPTH

ALLOWABLE

OVERDEPTH

VOLUME

130,000

70,000

80,000OPTION B

VARIES

BASE

VARIES VARIES

C O

A S

T A

J u n

J H

M D

I D

W G

E I L L Y

R A

B I T

I N

T O

I N

T O

P R

O J E

R V

I E

G E

N E

R A

G-03

PROJECT OVERVIEW

SCALE: 1" = 3000'

3000' 6000'0

GULF OF MEXICO

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WEST

N.T.S.

LOCATION MAP

LOCATION

OF WORK

CANAVERAL

ST LUCIE

ST AUGUSTINE

GAINESVILLE

FLORIDA

WEST PALM

BEACH

FT. LUDERDALE

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L L E

I S

T R

I C

J A

C K

S O

N V

I L

L O

R I D

P R

I N

T E

A T

F I

A N

S I

W E

P B

J A

C K

S O

N V

I L

I N

T E

N A

N C

R E

D G

O O

R O

J E

C T

D U

V A

O U

N T

L O

R I D

C P

W A

R E

A D

J H

M D

W G

P D

A E

A N

S I

T R

A B

I T

U A

R M

E S

A J

S A

RGE. 380

RGE. -380

RGE. 400

RGE. -400

RGE. 0

III

BAR CUT - 3

524,074.70

522,552.47

521,308.80

519,642.79

2,206,750.16

2,206,525.71

2,205,979.67

2,204,153.25

CHANNEL

POINTS

P.I.

POINTS

2,205,136.29

2,205,930.51

2,205,156.15

2,205,910.65

2,206,344.02

2,207,156.30

2,206,122.55

2,206,928.87

2,205,601.81

2,206,357.52

2,204,027.31

2,204,279.19

534,090.27

534,186.29

534,092.67

534,183.89

524,268.03

523,881.37

522,766.03

522,338.91

521,579.99

521,037.62

520,143.77

519,141.80

PLANE COORDINATES (NAD83(2011))

III

PLANE COORDINATES (NAD83(2011))

JACKSONVILLE HARBOR

CHANNEL CONTROL

JACKSONVILLE HARBOR

CHANNEL CONTROL

(Y) NORTHING(X) EASTING (Y) NORTHING(X) EASTING

CHANNEL CONTROL NOTES:

HORIZONTAL REFERENCE SYSTEM:

THE HORIZONTAL REFERENCE FRAME 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), OF THE 1983-2001

NATIONAL TIDAL DATUM EPOCH, AS PUBLISHED BY THE NATIONAL OCEANIC AND ATMOSPHERIC

ADMINISTRATION (NOAA). ORTHOMETRIC HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD88).

TIDAL MODEL:

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

VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 3.8, RELEASE DATE OF 06 MARCH 2018. THIS MODEL WAS

USED TO CONSTRUCT A KINEMATIC TIDAL DATUM GRID FILE (KTD) ALLOWING FOR REAL TIME VERTICAL

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

CONTAIN EDITS OR ADDITIONS DIFFERING FROM THE VDATUM MODEL IF IT WERE TO BE USED AS A STAND

ALONE PRODUCT FOR THE NAVD88-MLLW CALCULATION. THESE EDITS ARE A RESULT OF EITHER

OMISSIONS IN THE ORIGINAL VDATUM COVERAGE, OR DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE

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

FILE ARE NOT TO BE CONSIDERED EQUIVALENT. ANY THIRD PARTY ATTEMPT TO DUPLICATE THIS SURVEY

SHALL OBTAIN THE KINEMATIC TIDE DATUM MODEL (KTD FILE), REFERENCED IN THE NOTES ACCOMPANYING

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

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

PPCPs ARE LISTED IN THE ACCOMPANYING SURVEY NOTES AND TABULATED ON THE CONSTRUCTION PLANS.

THESE SURVEY NOTES DETAIL WHICH HORIZONTAL AND VERTICAL SURVEY CONTROL MARKS WERE USED

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

FURNISHED HEREIN MUST USE THE SURVEY CONTROL AS TABULATED, ACCOMPANYING THE DESIGN

SURVEY(S).

CONSTRUCTION SURVEY POSITIONING CRITERIA:

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS MUST BE PERFORMED

UTILIZING REAL-TIME KINEMATIC GLOBAL POSITIONING SYSTEM (RTK-GPS) OR REAL-TIME NETWORK (RTN)

GPS OBSERVATIONS, AND BE REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE PPCPs WITHIN THE

SURVEY REPORT, SURVEY NOTES AND AS TABULATED WITHIN THESE PLANS.

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

MARKS, TIDAL CALIBRATION BENCH MARKS, “KTD” FILE NAME AND GEOID MODEL ASSOCIATED WITH THE

DATA SHOWN BY THE HYDROGRAPHIC SURVEY FURNISHED WITHIN THESE PLANS.

M A

T C

H L

I N

T A

A R

C U

USACE MAYPORT ARP

872 0218 A TIDAL

BBGZ80 531,382.38

DESIGNATION PID NORTHING EASTING NAVD88 MLLW APPLICABLE TO SURVEY No.

SURVEY CONTROL

USACE MAYPORT ARP 59.67 N/A2,203,649.80

NOTE:

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

2. SURVEY BENCHMARKS HAVING AN ELEVATION PUBLISHED IN THE VERTICAL DATUM OF "MLLW"

ARE "KTD" MODEL/TIDAL CALIBRATION POINTS.

872 0218 A TIDAL DI9221 2,204,690.SC 521,360.SC 4.34 7.34

23-082

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J H

M D

I D

W G

E I L L Y

R A

B I T

I N

T O

I N

T O

C O

N T

R O

A T

G E

N E

R A

G-04

CONTROL DATA

SCALE: 1" = 500'

500' 1000'0

KEY PLAN

G-10

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L L E

I S

T R

I C

J A

C K

S O

N V

I L

L O

R I D

P R

I N

T E

A T

F I

A N

S I

W E

P B

J A

C K

S O

N V

I L

I N

T E

N A

N C

R E

D G

O O

R O

J E

C T

D U

V A

O U

N T

L O

R I D

C P

W A

R E

A D

J H

M D

W G

P D

A E

A N

S I

T R

A B

I T

U A

R M

E S

A J

S A

C U

T -1

U T

-1

C U

T -1

R G

E . 0

R G

VII

VIII

XII

XIII

XIV

XVI

XVII

R G

G E

-4 .5

R G

-4 .5

R G

E . 4

R G

E . -4

P.I.

POINTS

VII

VIII

XII

XIII

XIV

XVI

XVII

PLANE COORDINATES (NAD83(2011))

CHANNEL

POINTS

PLANE COORDINATES (NAD83(2011))

2,201,805.61

2,199,734.81

2,198,750.29

2,198,703.00

2,198,789.11

2,198,935.31

2,199,687.14

2,202,655.43

2,203,136.56

2,203,673.77

2,203,693.09

2,203,444.26

518,727.10

516,949.33

514,778.98

514,031.96

513,447.66

512,976.38

511,219.25

507,636.33

506,812.82

505,211.54

504,587.04

503,522.32

2,201,819.37

2,201,791.84

2,199,396.86

2,200,072.76

2,198,343.39

2,199,157.19

2,198,288.59

2,199,117.42

2,198,385.67

2,199,192.54

2,198,547.67

2,199,322.96

2,199,158.01

2,200,216.27

2,202,222.60

2,203,088.26

2,202,641.83

2,203,631.28

2,204,001.53

2,203,346.00

2,203,354.38

2,204,031.79

2,203,854.16

519,282.57

518,171.62

517,202.86

516,695.80

514,880.52

514,677.45

514,014.73

514,049.18

513,355.93

513,539.39

512,833.75

513,119.01

511,407.29

511,031.20

507,708.13

507,564.53

506,990.56

506,635.07

505,531.46

504,891.61

504,620.79

504,553.28

503,793.18

JACKSONVILLE HARBOR

CHANNEL CONTROL

JACKSONVILLE HARBOR

CHANNEL CONTROL

(Y) NORTHING(X) EASTING (Y) NORTHING(X) EASTING

A L

DESIGNATION PID NORTHING EASTING NAVD88 MLLW APPLICABLE TO SURVEY No.

SURVEY CONTROL

NOTE:

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

2. SURVEY BENCHMARKS HAVING AN ELEVATION PUBLISHED IN THE VERTICAL DATUM OF "MLLW"

ARE "KTD" MODEL/TIDAL CALIBRATION POINTS.

872 0218 A TIDAL DI9221 2,204,690.SC 521,360.SC 4.34 7.34 23-082

J u n

J H

M D

I D

W G

E I L L Y

R A

B I T

I N

T O

I N

T O

C O

N T

R O

A T

G E

N E

R A

G-05

500' 1000'0

KEY PLAN

G-10

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L L E

I S

T R

I C

J A

C K

S O

N V

I L

L O

R I D

P R

I N

T E

A T

F I

A N

S I

W E

P B

J A

C K

S O

N V

I L

I N

T E

N A

N C

R E

D G

O O

R O

J E

C T

D U

V A

O U

N T

L O

R I D

C P

W A

R E

A D

J H

M D

W G

P D

A E

A N

S I

T R

A B

I T

U A

R M

E S

A J

S A

Y= 2196000

Y= 2199000

Y= 2202000

Y= 2205000

Y= 2208000

Y= 2211000

USACE BIMT ARP

872 0221 M TIDAL

DESIGNATION PID NORTHING EASTING NAVD88 MLLW APPLICABLE TO SURVEY No.

SURVEY CONTROL

USACE BIMT ARP

872 0221 M TIDAL

BBGM25

DH8953

2,204,802.02

2,201,670.SC

493,918.46

496,030.SC

21.79

6.82

N/A

9.18

23-082

NOTE:

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

2. SURVEY BENCHMARKS HAVING AN ELEVATION PUBLISHED IN THE VERTICAL DATUM OF "MLLW"

ARE "KTD" MODEL/TIDAL CALIBRATION POINTS.

RGE. 4

CUT-4

R G

E V

A R

RGE. 0

XVIII

XIX

G E

A R

R G

E . V

A R

RGE. -4

201A

202A

CHANNEL

POINTS

P.I.

POINTS

PLANE COORDINATES (NAD83(2011))

XVIII

XIX

PLANE COORDINATES (NAD83(2011))

2,201,996.35

2,201,941.17

2,202,914.78

2,202,916.47

500,940.80

499,518.75

495,572.12

496,167.89

503,251.46

500,572.34

501,309.26

501,245.62

499,653.06

499,384.43

498,205.09

498,613.42

496,590.51

495,961.81

495,182.42

495,081.04

492,295.98

2,203,034.37

2,201,531.71

2,202,460.98

2,202,858.82

2,201,496.04

2,202,386.30

2,201,439.86

2,202,576.50

2,202,174.75

2,203,230.63

2,202,598.92

2,202,312.45

2,202,050.06

CHANNEL

POINTS

PLANE COORDINATES (NAD83(2011))

2,203,277.24

2,202,936.46

2,203,220.72

2,203,021.29

2,204,293.09

2,200,426.48

2,201,138.45

2,201,605.09

2,201,998.04

496,206.90

496,872.04

495,909.65

495,975.39

495,872.04

487,103.43

487,501.89

487,413.15

487,338.43

201A

202A

JACKSONVILLE HARBOR

CHANNEL CONTROL

JACKSONVILLE HARBOR

CHANNEL CONTROL

JACKSONVILLE HARBOR

CHANNEL CONTROL

(Y) NORTHING(X) EASTING (Y) NORTHING(X) EASTING

(Y) NORTHING(X) EASTING

D e c

J H

M D

W G

E I L L Y

R A

B I T

I N

T O

I N

T O

C O

N T

R O

A T

G E

N E

R A

G-06

500' 1000'0

KEY PLAN

G-10

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L L E

I S

T R

I C

J A

C K

S O

N V

I L

L O

R I D

P R

I N

T E

A T

F I

A N

S I

W E

P B

J A

C K

S O

N V

I L

I N

T E

N A

N C

R E

D G

O O

R O

J E

C T

D U

V A

O U

N T

L O

R I D

C P

W A

R E

A D

J H

M D

W G

P D

A E

A N

S I

T R

A B

I T

U A

R M

E S

A J

S A

XXIV

XXIII

XXII

CCVI

CCV

CCII

CCIII

CCIV

CCVII

P.I.

POINTS

CHANNEL

POINTS

PLANE COORDINATES (NAD83(2011))

CHANNEL

POINTS

P.I.

POINTS

PLANE COORDINATES (NAD83(2011))PLANE COORDINATES (NAD83(2011))

CCII

CCIII

CCIV

CCV

CCVI

CCVII

XXI

XXII

XXIII

XXIV

488,390.20

487,430.18

486,445.16

485,650.83

483,970.78

481,321.34

2,211,559.91

2,211,724.91

2,211,529.90

2,211,036.71

2,208,776.33

2,200,204.96

488,824.59

488,442.65

487,434.67

487,428.25

486,575.64

486,389.24

485,429.27

485,547.46

484,536.13

483,835.06

484,106.50

483,893.81

481,635.77

481,649.15

481,328.24

480,656.04

481,984.54

481,939.81

482,083.58

2,211,130.13

2,211,703.10

2,211,369.01

2,211,877.44

2,211,198.94

2,211,671.74

2,210,487.17

2,211,149.09

2,209,285.51

2,208,845.18

2,208,707.48

2,208,019.38

2,201,730.12

2,200,757.55

2,200,735.19

2,200,688.35

2,201,842.59

2,201,313.55

2,201,057.69

480,358.57

478,370.55

475,643.56

472,869.66

2,200,021.89

2,200,858.92

2,204,968.38

2,207,915.64

2,200,901.29

2,200,970.43

2,200,814.32

2,200,666.45

2,200,386.75

2,199,657.02

2,200,158.39

2,201,258.36

2,201,559.46

2,203,357.18

2,204,884.72

2,205,052.03

2,207,372.25

2,208,459.03

483,711.92

482,434.19

482,463.88

480,341.69

481,005.99

479,711.15

478,520.37

478,935.85

478,220.72

477,027.77

476,014.11

475,273.01

473,089.27

472,650.05

CHANNEL

POINTS

PLANE COORDINATES (NAD83(2011))

2,201,498.90

2,201,105.94

2,200,639.30

2,200,123.27

2,200,791.21

2,200,140.91

484,713.47

484,788.19

484,876.92

485,508.88

482,132.23

482,255.89

XXI

JACKSONVILLE HARBOR

CHANNEL CONTROL

JACKSONVILLE HARBOR

CHANNEL CONTROL

JACKSONVILLE HARBOR

CHANNEL CONTROL

JACKSONVILLE HARBOR

CHANNEL CONTROL

JACKSONVILLE HARBOR

CHANNEL CONTROL

(Y) NORTHING(X) EASTING

(Y) NORTHING(X) EASTING(Y) NORTHING(X) EASTING

(Y) NORTHING(X) EASTING

Y= 2199000

Y= 2202000

Y= 2205000

Y= 2208000

Y= 2211000

872 0219 A TIDAL

DESIGNATION PID NORTHING EASTING NAVD88 MLLW APPLICABLE TO SURVEY No.

SURVEY CONTROL

NOTE:

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

2. SURVEY BENCHMARKS HAVING AN ELEVATION PUBLISHED IN THE VERTICAL DATUM OF "MLLW"

ARE "KTD" MODEL/TIDAL CALIBRATION POINTS.

872 0219 A TIDAL DI0931 2,201,280.SC 480,120.SC 6.49 8.78 23-082

J u n

J H

M D

I D

W G

E I L L Y

R A

B I T

I N

T O

I N

T O

C O

N T

R O

A T

G E

N E

R A

G-07

500' 1000'0

KEY PLAN

G-10

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L L E

I S

T R

I C

J A

C K

S O

N V

I L

L O

R I D

P R

I N

T E

A T

F I

A N

S I

W E

P B

J A

C K

S O

N V

I L

I N

T E

N A

N C

R E

D G

O O

R O

J E

C T

D U

V A

O U

N T

L O

R I D

C P

W A

R E

A D

J H

M D

W G

P D

A E

A N

S I

T R

A B

I T

U A

R M

E S

A J

S A

Y= 2208000

Y= 2205000

Y= 2202000

Y= 2199000

Y= 2211000

RGE. 3

RGE. -3

CUT-48

I E

88A

84A

RGE. 0

XXV

XXVI

XXVII

XXVIII

XXIX

CHANNEL

POINTS

P.I.

POINTS

PLANE COORDINATES (NAD83(2011))

XXV

XXVI

XXVII

XXVIII

XXIX

84A

88A

471,365.55

471,085.74

469,757.65

469,840.66

468,515.31

468,393.46

467,011.24

466,092.46

465,896.79

466,098.98

465,890.27

461,091.15

460,716.24

460,457.30

459,699.62

459,706.33

459,169.44

459,337.67

459,360.34

458,407.30

458,152.27

2,209,434.22

2,208,893.32

2,209,312.06

2,209,915.01

2,209,272.52

2,209,868.95

2,209,330.86

2,208,329.34

2,208,649.24

2,208,318.67

2,208,659.91

2,205,255.75

2,205,026.45

2,204,682.64

2,204,404.65

2,203,685.53

2,202,634.30

2,203,196.03

2,204,666.03

2,200,089.35

2,199,237.74

471,225.64

469,799.15

468,454.38

466,551.85

459,529.98

2,209,163.77

2,209,613.53

2,209,570.73

2,208,830.10

2,204,535.34

JACKSONVILLE HARBOR

CHANNEL CONTROL

JACKSONVILLE HARBOR

CHANNEL CONTROL

(Y) NORTHING(X) EASTING

872 0215 TIDAL 2

DESIGNATION PID NORTHING EASTING NAVD88 MLLW APPLICABLE TO SURVEY No.

SURVEY CONTROL

NOTE:

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

2. SURVEY BENCHMARKS HAVING AN ELEVATION PUBLISHED IN THE VERTICAL DATUM OF "MLLW"

ARE "KTD" MODEL/TIDAL CALIBRATION POINTS.

872 0215 TIDAL 2 BC0274 2,206,260.SC 458,700.SC 4.11 5.84 23-082

J u n

J H

M D

I D

W G

E I L L Y

R A

B I T

I N

T O

I N

T O

C O

N T

R O

A T

G E

N E

R A

G-08

500' 1000'0

KEY PLAN

G-10

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L L E

I S

T R

I C

J A

C K

S O

N V

I L

L O

R I D

P R

I N

T E

A T

F I

A N

S I

W E

P B

J A

C K

S O

N V

I L

I N

T E

N A

N C

R E

D G

O O

R O

J E

C T

D U

V A

O U

N T

L O

R I D

C P

W A

R E

A D

J H

M D

W G

P D

A E

A N

S I

T R

A B

I T

U A

R M

E S

A J

S A

T C

L I

E E

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

C U

111112113114

R G

97A

R G

XXXIV

XXX

XXXI

XXXII

XXXIII

P.I.

POINTS

CHANNEL

POINTS

PLANE COORDINATES (NAD83(2011))

XXX

XXXI

XXXII

XXXIII

XXXIV

93A

97A

457,849.54

457,604.37

457,986.08

458,459.25

461,571.08

2,198,924.00

2,197,373.99

2,196,138.73

2,195,203.01

2,192,671.62

457,546.81

458,104.36

458,071.34

457,886.95

458,200.94

457,321.79

458,279.69

458,250.65

457,692.47

458,438.58

458,727.56

458,190.94

459,224.41

459,394.92

461,891.03

461,251.12

460,714.52

461,101.61

460,858.88

461,015.19

460,975.30

460,724.28

460,684.89

460,158.04

460,118.65

2,198,610.27

2,198,294.64

2,198,726.08

2,197,560.33

2,197,032.88

2,197,187.65

2,196,289.39

2,196,383.34

2,195,988.07

2,195,975.18

2,195,403.70

2,195,002.32

2,194,999.53

2,194,022.91

2,192,830.30

2,192,512.94

2,192,200.51

2,191,665.94

2,191,708.78

2,191,176.32

2,190,950.37

2,186,220.44

2,186,227.39

2,186,320.39

2,186,327.34

JACKSONVILLE HARBOR

CHANNEL CONTROL

JACKSONVILLE HARBOR

CHANNEL CONTROL

(Y) NORTHING(X) EASTING

872 0242 A

USACE JHFO ARP

DESIGNATION PID NORTHING EASTING NAVD88 MLLW APPLICABLE TO SURVEY No.

SURVEY CONTROL

NOTE:

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

2. SURVEY BENCHMARKS HAVING AN ELEVATION PUBLISHED IN THE VERTICAL DATUM OF "MLLW"

ARE "KTD" MODEL/TIDAL CALIBRATION POINTS.

USACE JHFO ARP

872 0242 A

BBGL18

BBBZ31

2,190,458.96

2,190,470.SC

460,468.37

460,660.SC

37.14

4.56

N/A

6.21

23-082

J u n

J H

M D

I D

W G

E I L L Y

R A

B I T

I N

T O

I N

T O

C O

N T

R O

A T

G E

N E

R A

G-09

500' 1000'0

KEY PLAN

G-10

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L L E

I S

T R

I C

J A

C K

S O

N V

I L

L O

R I D

P R

I N

T E

A T

F I

A N

S I

W E

P B

J A

C K

S O

N V

I L

I N

T E

N A

N C

R E

D G

O O

R O

J E

C T

D U

V A

O U

N T

L O

R I D

C P

W A

R E

A D

J H

M D

W G

P D

A E

A N

S I

T R

A B

I T

U A

R M

E S

A J

S A

Y= 2175000

Y= 2178000

Y= 2181000

Y= 2184000

Y= 2187000

XXXV

XXXVI

P.I.

POINTS

CHANNEL

POINTS

PLANE COORDINATES (NAD83(2011))

XXXV

XXXVI

458,490.08

457,184.74

2,175,217.16

2,174,626.95

459,113.96

459,278.62

458,361.31

459,089.71

457,946.66

457,466.60

456,902.88

2,177,327.72

2,176,290.69

2,176,371.67

2,175,220.49

2,175,527.99

2,174,486.60

2,174,767.30

JACKSONVILLE HARBOR

CHANNEL CONTROL

JACKSONVILLE HARBOR

CHANNEL CONTROL

(Y) NORTHING(X) EASTING

J u n

J H

M D

I D

W G

E I L L Y

R A

B I T

I N

T O

I N

T O

C O

N T

R O

A T

G E

N E

R A

G-10

500' 1000'0

KEY PLAN

G-10

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L L E

I S

T R

I C

J A

C K

S O

N V

I L

L O

R I D

P R

I N

T E

A T

F I

A N

S I

W E

P B

J A

C K

S O

N V

I L

I N

T E

N A

N C

R E

D G

O O

R O

J E

C T

D U

V A

O U

N T

L O

R I D

C P

W A

R E

A D

J H

M D

W G

P D

A E

A N

S I

T R

A B

I T

U A

R M

E S

A J

S A

M A

T C

H L

I N

T A

A R

C U

S T

SIDE SLOPE = 1V : 3H

SIDE SLOPE = 1V : 6H

S T

SIDE SLOPE = 1V : 5H

S T

SIDE SLOPE = 1V : 3H

S T

SIDE SLOPE = 1V : 4H

S T

SIDE SLOPE = 1V : 3H

BAR CUT - 3

J u n

J H

M D

I D

W G

E I L L Y

R A

B I T

I N

T O

I N

T O

S I D

L O

G E

N E

R A

G-11

SIDE SLOPE PLAN

500' 1000'0

KEY PLAN

1. SIDE SLOPES SHOWN ARE FOR CONTRACTUAL PAYMENT PURPOSES ONLY.

ACTUAL SLOPES VARY WITH THE NATURAL ANGLE OF REPOSE FOR THE

ADJACENT MATERIAL.

2. ALL OTHER CUTS NOT SHOWN HAVE A SIDE SLOPE OF 1V:3H.

GENERAL SHEET NOTES

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L L E

I S

T R

I C

J A

C K

S O

N V

I L

L O

R I D

P R

I N

T E

A T

F I

A N

S I

W E

P B

J A

C K

S O

N V

I L

I N

T E

N A

N C

R E

D G

O O

R O

J E

C T

D U

V A

O U

N T

L O

R I D

C P

W A

R E

A D

J H

M D

W G

P D

A E

A N

S I

T R

A B

I T

U A

R M

E S

A J

S A

S I D

L O

I N

E S

L O

P E

V : 3

.5 H

I N

T E

R S

E C

T I O

C U

T -1

C U

T -1

C U

T -1

C U

T -1

J u n

J H

M D

I D

W G

E I L L Y

R A

B I T

I N

T O

I N

T O

S I D

L O

G E

N E

R A

G-12

SIDE SLOPE PLAN

500' 1000'0

KEY PLAN

GENERAL SHEET NOTES

1. SIDE SLOPES SHOWN ARE FOR CONTRACTUAL PAYMENT PURPOSES ONLY.

ACTUAL SLOPES VARY WITH THE NATURAL ANGLE OF REPOSE FOR THE

ADJACENT MATERIAL.

2. ALL OTHER CUTS NOT SHOWN HAVE A SIDE SLOPE OF 1V:3H.

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

J A

C K

S O

N V

I L L E

I S

T R

I C

J A

C K

S O

N V

I L

L O

R I D

P R

I N

T E

A T

F I

A N

S I

W E

P B

J A

C K

S O

N V

I L

I N

T E

N A

N C

R E

D G

O O

R O

J E

C T

D U

V A

O U

N T

L O

R I D

C P

W A

R E

A D

J H

M D

W G

P D

A E

A N

S I

T R

A B

I T

U A

R M

E S

A J

S A

C-17

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