Canaveral_OM_Dredging_Plans.pdf

PDF 10 MB Posted Dec 14, 2018

Attached to: Canaveral Harbor, Florida, Maintenance Dredging 39 Through 44-Foot Project, Brevard County, Florida Canaveral Harbor, Brevard County, Florida
Solicitation number: W912EP19B0002
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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File	Type	Posted
D.03.05__Synopsis_of_Award_19C0010_KBEC_FY_18_No._2.pdf	PDF	Feb 19, 2019
Bid_Abstract_Canaveral.pdf	PDF	Jan 30, 2019
Amendment_0003.pdf	PDF	Jan 24, 2019
Amendment_0002.pdf	PDF	Jan 22, 2019
Survey_18-269.zip	ZIP file	Jan 18, 2019
W912EP19B0002 Canaveral OM Dredging Am0001 Combine.pdf	PDF	Jan 18, 2019
Survey_19-018.zip	ZIP file	Jan 18, 2019
PipeTrench.pdf	PDF	Jan 18, 2019
Survey_18-267.zip	ZIP file	Jan 18, 2019
Survey_18-268.zip	ZIP file	Jan 18, 2019
Survey_18-270.zip	ZIP file	Jan 18, 2019
18-268_CANAVERAL-NDA_08DEC2018_HF-XS_FLORIDA II.xyz	XYZ file	Jan 18, 2019
18-268 CANAVERAL NEARSHORE DISPOSAL AREA.pdf	PDF	Jan 18, 2019
A.07.23_19B0002_Consolidated_Fronts_13_Dec_19.pdf	PDF	Dec 14, 2018
00_31_32_GDR.pdf	PDF	Dec 14, 2018
W912EP19B0002_Canaveral_OM_Dredging_Specs_v2_RTA_14_Dec_2018.pdf	PDF	Dec 14, 2018

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C T of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

W912EP-19-B-0002

MMMMMMMMM YYYY

XXXXXX-XX-X-XXXX

JACKSONVILLE DISTRICT

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

GENERAL

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

ABBREVIATIONS AND SYMBOLS

G-03

G-04 PROJECT OVERVIEW

C-01

C-02

C-03

C-04

C-05

C-06

CIVIL

C-07

C-08

G-05

CHANNEL CONTROL DATA

SHEET TITLESHEET ID

CANAVERAL HARBOR

MAINTENANCE DREDGING

BREVARD COUNTY, FLORIDA

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B R E V A R D C O U N T Y

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

DREDGING PLAN - STA. 105+00 CUT-1 THRU STA. 137+00 CUT-2

DREDGING PLAN - STA. 137+00 THRU STA. 164+00 CUT-2

DREDGING PLAN - STA. 164+00 THRU STA. 192+00 CUT-2

DREDGING PLAN - STA. 11+00 T.A.C. THRU STA. 15+00 T.T.B.

TYPICAL CROSS SECTIONS

OCEAN DREDGED MATERIAL DISPOSAL SITE

-C

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D -G

I0 c o v e r.

d g n

NEARSHORE DISPOSAL AREA

C A P E C A N A V E R A L

B A N A

R I V E R

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N C E D

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CAPE CANAVERAL

CITY OF

CANAVERAL HARBOR

P R

O J E C T L

ODMDS

AREA

NEARSHORE DISPOSAL

C-10

C-09

DREDGING PLAN - STA. 75+00 THRU STA. 105+00 CUT-1

DREDGING PLAN - STA. 45+00 THRU STA. 75+00 CUT-1

39 THROUGH 44-FOOT DREDGING

G-06

GENERAL NOTES, AND SURVEY NOTES

C-11

DREDGING PLAN - STA. 15+00 THRU STA. 45+00 CUT-1

VOLUME

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

DRAWING WHERE SHOWN

OUT IN DETAIL

LOCATION CALLED

SMALL CONDITIONS DETAIL INDICATOR

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

(CONCST)

CONCRETE

CAST-IN-PLACE

(CONCLW)

PRECAST CONCRETE

(EARTH)

COMPACTED FILL

(GRVCRE)

/FDM

DRAINAGE BLANKET

(GRVSCL)

BEDDING MATERIAL

(EARTH, 45^)

EXISITNG SOIL

(TERRZO)

FILTER SAND

(GRAVEL)

GRAVEL

(POROUS)

COBBLES

EXTERIOR ELEVATION

DETAIL BOUNDRY

DRAWING WHERE SHOWN

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

F6 F3

MATERIAL SYMBOL KEY

REFERENCE SYMBOL KEY

TERMS AND ABBREVIATIONS

T - TELECOMMUNICATIONS

E - ELECTRICAL

M - MECHANICAL

F - FIRE PROTECTION

Q - EQUIPMENT

A - ARCHITECTURAL

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY/MAPPING

G - GENERAL

IDENTIFICATION

400'0 200'20' 40'0

S-56 S-56

S-76

C-16

A-32 M-51

DRAWING AREA PLAN TITLE

DRAWING AREA SECTION/ELEVATION/DETAIL TITLE WITH ASYMMETRICAL SCALES

A-21A-21

GENERAL SYMBOLOGY

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N E

R A

G-02

LEGEND - NAVIGATION

CB-JH99-22 IDENTIFIER

P-JH99-22 IDENTIFIER

GS-JH99-22 IDENTIFIER

VB-JH99-22 IDENTIFIER

CORE BORING

PROBE

GRAB SAMPLE

VIBRACORE BORING

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

PROJECT DEPTH

NO WAKE

SIGN

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

(EARTH, 45^)

EXISITNG SOIL

SEA GRASS LIMITS

CROSS SECTION

200'0 100'

PLAN

SCALE: 1" = 100'

SCALE REFERENCE

TITLE

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

SCALE REFERENCE

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

GRAPHIC SCALE

SHOWN

DRAWING WHERE

SHOWN

DRAWING WHERE

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DISCIPLINE DESIGNATOR

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ELEVATION AND LOCATION

CB-JH99-22

AND LOCATION

CORE BORING DESIGNATION

ACCEPTANCE SECTION

PROJECT CHANNEL

AIDS TO NAVIGATION

DREDGING AREAS

CHANNEL PI POINTS

CHANNEL LIMITS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

TIDE STAFF

BOUNDARY LINE (SEE NOTE 3.)

49.5

DREDGING EXCLUSION AREAS

DMMU DREDGING AREA

ODMDS BOUNDARY AREA

ODMDS RELEASE ZONE (TYP.)

NAVD88

2.69'

NGVD29

1.3'

2.86'

(SEE NOTE 4.)

MLW (83-01)

MLLW (83-01)

1.9'

MLW (LEGACY) 1

-C

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D -G

I0 .d g n

TIDAL RELATIONSHIP

(RIPRAP)

JETTY

CURRENT RELEASE ZONE (TYP.)

TTB-2 (DMMU)

W.T.B.W.

W.T.B.

W.A.C.

VERT

USCG

USC

USACE

TYP

TOS

TOL

TOB

T.T.B.

T.A.C.

STA

SSB

RGE

RFI

PID

ODMDS

N.T.S.

NOAA

NGVD29

NAVD88

NAD 83

M.T.B.

MLW

MLLW

MHW

HORIZ

FDOT

FDEP

EOB

ENV

EL / ELEV

ECL

DWG

DMMU

D/B

COR

CO-OPS

CHN.

CBL

BLVD

APPROX

WESTERN TURNING BASIN WIDENER

WESTERN TURNING BASIN

WESTERN ACCESS CHANNEL

VERTICAL

UNITED STATES COAST GUARD

UNITED STATES CODE

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

TRIDENT TURNING BASIN

TRIDENT ACCESS CHANNEL

STATION

STREET

SOUTH SETTLING BASIN

SQUARE FEET/FOOT

SHEET

RANGE

REQUEST FOR INFORMATION

ROAD

PERMANENT IDENTIFIER

OCEAN DREDGED MATERIAL DISPOSAL SITE

NOT TO SCALE

NUMBER

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1998

NORTH AMERICAN DATUM OF 1983

MIDDLE TURNING BASIN

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LINEAR FOOT/FEET

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EXISTING

EDGE OF BERM

ENVIRONMENT

ELEVATION

EROSION CONTROL LINE

DRAWING

DREDGE MATERIAL MANAGEMENT UNIT

DATABASE

CUBIC YARD

CONTRACTING OFFICER'S REPRESENTATIVE

PRODUCTS & SERVICES

CENTER FOR OPERATIONAL OCEANOGRAPHIC

CENTERLINE

CHANNEL

CONSTRUCTION BASELINE

BOULEVARD

APPROXIMATE

NOTE:

USED FOR SURVEY PURPOSES.

IS PROVIDED FOR LEGACY INFORMATION SUCH AS CORE BORINGS AND SHALL NOT BE

1. TIDAL DATUM RELATIONSHIP IS FROM NOAA TIDAL STATION 872-1604. THIS INFORMATION

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GENERAL NOTES SURVEY NOTES CHANNEL SURVEY NOTES DISPOSAL

SURVEY NOTES - CHANNEL SURVEY NOTES - ODMDS

SURVEY NOTES - TRIDENT ACCESS CHANNEL

SURVEY NOTES - NEARSHORE

SURVEY NOTES - PIPELINE TRENCH

"BOUNDARY LINE" SHOWN ON DRAWINGS IS FROM 46 USC 7.95d.

THE STATUE ESTABLISHING THE SEAGOING BARGE STATUE (46 USC 2101 (32)).

FEBRUARY 19, 1895 (33 U.S.C. 151). THE "BOUNDARY LINE" IS USED TO DELINEATE

3. "BOUNDARY LINE" MEANS A LINE ESTABLISHED UNDER SECTION 2(b) OF THE ACT OF

CONSTRUCTION OF THIS PROJECT.

HE/SHE DETERMINES ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF

SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT

NOT ALL EXISTING STRUCTURES ARE INDICATED ON THE DRAWINGS, THE CONTRACTOR

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

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

THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN

CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION

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

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WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 13.

ASSURANCE REQUIR5EMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE

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

THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF THE SURVEY.

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

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

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

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

PIER, WAC, WTB, BARGE CANAL

MTB, POSEIDON WHF, NORTH CARGO

CUT-1A, CUT-1B, CUT-1, CUT-2, CUT-3,25-29 OCT 2018 SB-46

DATE OF SURVEY CUT VESSEL

PIER AND THE POSEIDON WHARF.

LOW FREQUENCY SOUNDINGS SHOWN FOR CUTS 1B, 1, 2, 3, MTB, NORTH CARGO

SHOWN FOR THE WEST ACCESS CHANNEL, WEST TURNING BASIN AND CUT-1A.

TRANSDUCER OPERATING AT 28/200 KHZ. HIGH FREQUENCY SOUNDINGS ARE

SYSTEM OPERATING AT 240 KHZ AND A ROSS SMART SOUNDER SINGLE-BEAM

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

NOAA TIDAL STATION 872-1604, TRIDENT PIER, CANAVERAL, FL

TIDE GAUGE SITES SPECIFIED BELOW:

TO THE PUBLISHED MLLW HEIGHTS OF THE BENCHMARKS ASSOCIATED WITH THE

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

1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC

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

"TIDE STAFF LOCATED FROM "JEFFORDS" (COE PID: BBCQ55)

"REFERENCE BASE LOCATED AT "CANAVERAL LOCK ARP" (OPUS PID: BBCV67)

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:

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

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

OF 1983 (NAD83).

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

4. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION

SIGN.

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

(KTD) MODEL. KTD FILE NAME IS: "CANAVERALHBR-2015 02 20.KTD".

GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC TIDE DATUM

2. TIDAL REDUCTIONS WERE OBTAINED UTILIZING A REAL-TIME KINEMATIC (RTK)

1. REFER TO SURVEY NO. 18-270.

WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 2013.

ACCORDANCE

ASSURANCE REQUIR5EMENTS WERE FOLLOWED DURING THIS SURVEY IN

QUALITY

11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND

THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF THE SURVEY.

FOR

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

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

SURVEYS

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

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

SB-4630 OCT 2018TAC, TTB

VESSELDATE OF SURVEY CUT

LOW FREQUENCY.

BEAM TRANSDUCER OPERATING AT 28/200 KHZ. ALL SOUNDINGS SHOWN ARE

SINGLE-

8. VERTICAL MEASUREMENTS WERE MADE USING A ROSS SMART SOUNDER

NOAA TIDAL STATION 872-1604, TRIDENT PIER, CANAVERAL, FL

TIDE GAUGE SITES SPECIFIED BELOW:

THE

TO THE PUBLISHED MLLW HEIGHTS OF THE BENCHMARKS ASSOCIATED WITH

CALIBRATED

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

1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC

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

"TIDE STAFF LOCATED FROM "JEFFORDS" (COE PID: BBCQ55)

"REFERENCE BASE LOCATED AT "CANAVERAL LOCK ARP" (OPUS PID: BBCV67)

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:

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

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

OF 1983 (NAD83).

DATUM

FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO NORTH AMERICAN

PROJECTION

4. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

SIGN.

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

(KTD) MODEL. KTD FILE NAME IS: "CANAVERALHBR-2015 02 20.KTD".

GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC TIDE DATUM

2. TIDAL REDUCTIONS WERE OBTAINED UTILIZING A REAL-TIME KINEMATIC (RTK)

1. REFER TO SURVEY NO. 18-269.

SB-36 19 NOV 2018 SAND BY-PASS

SURVEY VESSELDATE OF SURVEYAREA

MULTIBEAM SYSTEM.

5. VERTICAL MEASUREMENTS WERE MADE USING A RESON MODEL T20

OF 30 FEET (MINIMUM DEPTHS) FOR PLOTTING.

THE ORIGINAL 3X3 FOOT AVERAGE GRID AND SORTED WITH A RADIUS

4. DEPTHS DEPICTED ARE REFERENCED TO MLLW AND ARE TAKEN FROM

POSITIONING WITH THE REFERENCE BASE AT "CANAVERAL LOCK ARP".

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

FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO NAD 1983.

2. PLANE COORDINATES BASED ON TRANSVERSE MERCATOR PROJECT

1. REFER TO SURVEY NO. 19-018.

1 JAN 02.

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

QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY

10. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND

FLORIDA NEARSHORE DISPOSAL 14 AUG 2012

VESSEL AREA SURVEYED DATE SURVEYED

THE TIME OF THE SURVEY AND IS NOT TO BE USED FOR NAVIGATION.

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT

CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

OF SURVEYS MADE ON THE DATE INDICATED BELOW, AND CAN ONLY BE

9. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

8. AIDS TO NAVIGATION WERE NOT COLLECTED FOR THIS SURVEY.

MULTI-BEAM SYSTEM OPERATING AT 240KHZ (HIGH FREQUENCY).

7. VERTICAL MEASUREMENTS WERE MADE USING A RESON 8101

CANAVERAL LOCK ARP, (OPUS PID PENDING)

POSITIONING WITH THE REFERENCE BASE STATION LOCATED AT:

6. SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC GPS FOR

NORTH AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

NAME: PORT CANAVERAL-ONLY-06JULY2010.KTD.

GPS POSITIONING USING A HYPACK KINEMATIC TIDAL DATUM MODEL. FILE

4. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC (RTK)

BY A (+) SIGN.

3. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED

NOAA TIDAL STATION 872-1604, TRIDENT PIER, CANAVERAL, FL

MARKS ASSOCIATED WITH THE TIDE GAGE SITE SPECIFIED BELOW:

WAS USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE BENCH

OCEANIC AND ATMOSPHERIC ADMINISTATION (NOAA). NOAA’S VDATUM MODEL

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

2. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MEAN LOWER

1. REFER TO SURVEY NO. 12-178.

EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 13.

REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE

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

OF AVAILABLE DEPTHS AT THE TIME OF SURVEY.

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

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

9. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS

SB-4626 OCT 2018 CANAVERAL HARBOR ODMDS

SURVEY VESSEL DATE OF SURVEY AREA

OPERATING AT 240 KHZ. SOUNDINGS SHOWN ARE IN HIGH-FREQUENCY.

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

NGS BENCHMARK "JEFFORDS" FOR ENTIRE PROJECT (PID: BBCQ55)

BENCHMARK BELOW:

MODEL WAS USED TO CALIBRATE TO THE PUBLISHED MLLW HEIGHT OF THE

ATMOSPHERIC ADMINISTRATION (NOAA). A MODIFIED VERSION OF NOAA’S VDATUM

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

7. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MEAN LOWER LOW WATER

PID: BBCQ55

TIDE STAFF WAS SET AT THE PILOT BOAT DOCK FROM "JEFFORDS", OPUS

REFERENCE BASE LOCATED AT “CANAVERAL LOCK ARP”, OPUS PID: BBCV67

WITH THE FOLLOWING REFERENCE BASE LOCATION:

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

DATUM OF 1983 (NAD 83).

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

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION

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

CANAVERALHBR-2015 02 20.KTD.

AND USING A HYPACK KINEMATIC TIDAL DATUM (KTD) FILE. FILE NAME:

3. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC (RTK) GPS

(MLLLW) OF THE LATEST NOAA TIDAL DATUM.

2. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO MEAN LOWER LOW WATER

1. REFER TO SURVEY NO. 18-267.

A T

N N

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N E

D B

D E

S C

M A

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B M

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D B

D A

T E

C O

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R A

C T N

C H

E C

K E

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D R

A W

N B

U E D

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D R

A W

G D

A T

E N

A M

A N

S I E

W E

P -1

-B -0

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

B E

R G

E N

R P

T O

C A

N A

V E

R A

L H

A R

B O

M A

T E

N A

N C

E D

R E

D G

B R

E V

A R

D C

O U

N T

Y F

L O

J L

A G

R O

N E

J U

L Y

H R

O U

G H

-F

O O

T P

R O J E

GULF OF MEXICO

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

WEST PALM

BEACHFT MYERS

MIAMI

TAMPA

KEY WEST

ATLANTIC

OCEAN

N.T.S.

LOCATION MAP

OF WORK

LOCATION

CANAVERAL

ST LUCIE

ST AUGUSTINE

GAINESVILLE

D R

A W

G N

A M

E H

E R

O J E

C T O

V E

R V

1800' 3600'0

Y= 1440000

Y= 1450000

Y= 1460000

Y= 1470000

Y= 1480000

Y= 1490000

Y= 1440000

Y= 1450000

Y= 1460000

Y= 1470000

Y= 1480000

Y= 1490000

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

DEPTH (CY)

REQUIRED

VOLUME TO

OVERDEPTH (CY)

ALLOWABLE

VOLUME IN

(CY)

VOLUME

TOTAL

BASE

NOTE:

TO OCCUR BETWEEN THE DATE OF THE SURVEY AND THE COMMENCEMENT OF DREDGING.

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING

ELEMENT

CONTRACT

CHANNEL LOCATION

CUT

END

STATIONING

BEGIN (FEET)

DEPTH

REQUIRED

85+00

MARTIN ANDERSON BEACHLINE EXPRESSWAY

A S T R

O N

A U T B

O U L E

V A R

WEST COCOA BEACH CAUSEWAY

N O

R T

H A

T L

A N

V E

N U

C A N A V E R A L H A R B O R

TRIDENT ACCESS CHANNEL

TRIDENT TURNING BASIN

MIDDLE TURNING BASIN

WEST ACCESS CHANNEL

WEST TURNING BASIN

S T A . 0

U T

S T

A W .T .B

C A P E C A N A V E R A L

C I T Y O F

R I V E R

O D M D S

N E A R S H O R E D I S P O SA L A R E A

NOTE

G-04

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

B R E V A R D C O U N T Y

C U T-1A

C U T-1B

C U T-1

CUT-2

CUT-3 CUT-2

CAPE CANAVERAL

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

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

B A N A N A

SEE NOTE 1

BOUNDARY LINE

ELEASE ZO

N E

ESTER

N D

ISPO

SAL

ELEASE ZO

N E

EASTER

N D

ISPO

SAL

"BOUNDARY LINE" SHOWN ON DRAWINGS IS FROM 46 USC 7.95d.

THE STATUE ESTABLISHING THE SEAGOING BARGE STATUE (46 USC 2101 (32)).

FEBRUARY 19, 1895 (33 U.S.C. 151). THE "BOUNDARY LINE" IS USED TO DELINEATE

1. "BOUNDARY LINE" MEANS A LINE ESTABLISHED UNDER SECTION 2(b) OF THE ACT OF

TOTALS

CUT-1

CUTS-1 & 2

55+00

135+00

110+00

135+00 147+00

145+00

147+00

135+00

161+00

15,000

30,000

85,000

50,000

10,000

40,000

60,000

70,000

95,000

45,000

70,000

30,000 70,000

295,000 685,000 980,000

20+00 55+00

AREA

DREDGE

C O C O A B E A C H

CUT-2

SED TRAP

CUT-2

TAC 15+00

118+17.55

32+33.59 45

100,000

125,000

20,000 90,000

125,000

145,000

175,000

55,000

130,000

215,000

110,000

DISPOSAL AREA

TO NEARSHORE

NAUTICAL MILES

6.30 AVERAGE

TO ODMDS

NAUTICAL MILES

8.25 AVERAGE

T R

E N

T A

C C E S S C

H A

N N

E L

T R

E N

T T

U R

G B

A S

CAPE CANAVERAL

AIR FORCE STATION

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

R G E. 200

R G E. 400

RGE. 400

RGE. 200

RGE. 400

RGE. 200

R G E . V

A R

S R

G E . 1

R G

E . V

A R

R G

IVV

VII

91011

R G E. 0

RGE. -100

RGE. 0

RGE. -100

RGE. 200

RGE. 400

SEDIMENT TRAP

CIVIL WIDENER

NAVY WIDENER

203 WIDENER

S T

T .A .C

S T

U T -2

S T

U T

S T

U T

CUT-2 CUT-2

C U

T -1

STA 15+00 T.T.B.

STA 0+00 T.T.B.

STA 32+33.59 T.A.C.

1,485,638.74

1,484,138.74

1,481,872.29

1,481,900.60

1,473,918.38

1,470,406.20

1,463,381.85

786,157.97

787,686.27

792,853.71

802,473.18

806,705.74

815,170.87

VII

III

LIMITSCENTERLINE

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

CHANNEL CONTROL POINTS CHANNEL CONTROL POINTS

1,482,376.85

1,484,138.74

1,485,388.74

1,485,638.74

1,483,888.74

1,482,633.00

1,482,279.45

1,481,621.67

1,481,411.96

1,480,595.25

1,479,274.76

1,481,480.01

1,480,823.95

1,482,169.27

1,482,175.05

1,482,182.09

1,482,084.83

1,482,101.00

1,481,677.19

1,481,694.62

1,481,700.21

1,481,049.36

1,463,227.93

1,463,535.76

787,036.38

785,557.97

785,807.97

786,757.97

787,482.97

787,836.52

789,478.19

791,390.37

793,671.62

795,704.95

791,764.00

793,838.01

787,134.60

788,189.52

789,475.12

789,974.66

792,925.41

788,582.17

791,762.83

792,782.02

793,566.35

815,043.16

815,298.59

1,481,469.13

1,481,370.00

1,481,635.61

790,869.05

790,770.99

789,529.07

789,253.11

C U

T -1A

C U

T -1B

C U

T -1

S T A . 0

U T -1

S T A

U T -1

S T A

U T -1

S T A

5+ C

U T -1

S T A

U T -1

R G E. 400

R G E. 200

III

R G E. 0

G-05

G E

N E

A N

N E

L C

O N

T R

O L D

A T

A -C

H M

D -G

I0 c o n tr o l.

d g n

500' 1000'0

Y= 1474000

Y= 1480000

Y= 1482000

Y= 1484000

Y= 1486000 X

Y= 1472000

Y= 1474000

Y= 1476000

Y= 1478000

Y= 1480000

Y= 1482000

Y= 1484000

Y= 1486000 X

M A

T C

H L

E E

T G

-0

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

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U .S

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P S O

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D R

A W

G D

A T

E N

A M

A N

S I E

W E

P -1

-B -0

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

B E

R G

E N

R P

T O

C A

N A

V E

R A

L H

A R

B O

M A

T E

N A

N C

E D

R E

D G

B R

E V

A R

D C

O U

N T

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L O

J L

A G

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N E

J U

L Y

H R

O U

G H

-F

O O

T P

R O J E

ACHIEVE A COMPARIABLE RESULT.

PARAMETERS, FIELD METHODS CONSISTENT WITH THOSE DETAILED IN THE SURVEY NOTES MUST BE EMPLOYED TO

DETAILED WITHIN THE SURVEY NOTES CORRESPONDING TO THE SURVEY IN QUESTION. IN ADDITION TO THESE

MODEL, ORTHOMETRIC/TIDAL DATUM CORRECTION FILES OR SETTINGS, AND TIDAL CALIBRATION SITES EXPLICITILY

ANY ATTEMPT TO REPRODUCE THE FIELD SURVEYS SHOWN IN THESE PLANS WILL USE THE SURVEY CONTROL, GEOID

DATUM. REFER TO SPECIFIC SURVEY NOTES FOR THE NAME OF THE “KTD”FILE USED FOR THAT DATA COLLECTION EVENT.

A MODIFIED VDATUM “KTD FILE”IS USED TO CORRECT OBSERVED ORTHOMETRIC HEIGHTS TO THE MLLW REFERENCE

IS REPORTED IN THE NOTES OF THE SUBJECT SURVEY.

THE NOAA/NGS GEOID MODEL USED TO REDUCE OBSERVED ELLIPSOID HEIGHTS TO NAVD88 ORTHOMETRIC HEIGHTS

SURVEY.

TO) THE SURVEY CONTROL MARKS LISTED WITHIN THE SURVEY NOTES ON THE COVER SHEETS OF EACH REPORTED

KINEMATIC (RTK) OR REAL-TIME NETWORK (RTN) GPS OBSERVATIONS ARE REFERENCED TO (AND/OR SITE-CALIBRATED

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS PERFORMED UTILIZING REAL-TIME

CONSTRUCTION SURVEY POSITIONING CRITERIA:

THE SAME RESULTS AS DATA PROCESSED WITH THE KTD FILE PUBLISHED BY THE JACKSONVILLE DISTRICT.

RESULT, DATA PROCESSED STRICTLY BY THE NOAA VDATUM SOFTWARE AND MODELS WILL NOT ALWAYS YIELD

CORRECTION VALUES HAVE BEEN CALCULATED AND INCLUDED IN THE KINEMATIC TIDAL DATUM (KTD) FILE. AS A

NOAA TIDE GAUGE DATUM RELATIONSHIPS. IN AREAS OF INCOMPLETE COVERAGE BY THE VDATUM MODEL, DATUM

HYDRODYNAMIC TIDAL MODEL VERSION 01, 09 APRIL 2010 RELEASE, AND INTERPOLATION BASED ON PUBLISHED

THE NAVD88-MLLW RELATIONSHIP FOR THE PROJECT IS DERIVED FROM A COMBINATION OF THE NOAA VDATUM

TIDAL MODEL:

AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

NATIONAL TIDAL DATUM EPOCH OF 1983-2001. ORTHOMETRIC ELEVATIONS ARE REFERENCED TO THE NORTH

THE TIDAL REFERENCE GRADE FOR THIS PROJECT IS MEAN LOWER LOW WATER (MLLW), BASED ON THE NOAA

VERTICAL REFERENCE SYSTEM:

PROJECT DIMENSIONS, AS SHOWN IN THE MASTER CHANNEL CONTROL FRAMEWORK DESIGN FILE FOR THIS PROJECT.

CHANNEL REACH. UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND LIMITS CONFORM TO THE AUTHORIZED

CHANNEL STATIONING AND OFFSET COORDINATES ARE RELATIVE TO THE INDICATED CHANNEL BASELINE FOR EACH

U.S. SURVEY FOOT.

SHOWN IN THE FLORIDA STATE PLANE COORDINATE SYSTEM (SPCS)EAST ZONE (0901). MEASUREMENT UNITS ARE THE

THE CURRENT ADJUSTMENT OF THE NOAA NATIONAL SPATIAL REFERENCE SYSTEM (NSRS). GRID COORDINATES ARE

THE HORIZONTAL REFERENCE DATUM FOR THIS PROJECT IS THE NORTH AMERICAN DATUM OF 1983 (NAD83), BASED ON

HORIZONTAL REFERENCE SYSTEM:

REVISION 03 NOVEMBER 2011

CANAVERAL HARBOR FRAMEWORK REPORT

CHANNEL CONTROL DATA NOTES:

M .T .B

S T

T -3

B A

R G

E C

H A

N N

E L S

T A

S T

M .T .B

RGE. 400RGE. 400

RGE. 200

RGE. 112.5

RGE. 50

RGE. -12.5

VIII

XIXIIXIII

42434452

35-FO

O T P

R O

C T D

E P

43-FO

O T P

R O

C T D

E P

S T

W .T .B

S T

.T .B

S T

.A .C

S T

.A .C

RGE. -87.5

RGE. 112.5

RGE. 312.5

RGE. 375

RGE. 437.5

RGE. VARIES

RGE. 200

S T

U T

S T

U T

CANAVERAL BARGE CHANNEL CUT-1

CUT-3

MIDDLE TURNING BASINWEST TURNING BASIN

WEST

ACCESS

CHANNEL

CANAVERAL BARGE CANAL CUT-1

NAVY PIER

LIMITS CENTERLINE

POINT (Y) NORTHING(X) EASTING

CHANNEL CONTROL POINTS

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT (Y) NORTHING(X) EASTING

CHANNEL CONTROL POINTS

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

XIII

XII

VIII

1,481,939.47

1,481,964.13

1,481,974.21

1,481,886.65

1,481,901.28

1,481,855.67

774,853.24

779,353.17

781,193.15

781,183.63

783,853.59

784,653.84

1,481,469.13

1,481,370.00

1,481,635.61

1,481,624.36

1,481,749.36

1,482,648.50

1,482,902.54

1,483,666.74

1,483,968.35

1,483,974.01

1,483,481.04

1,481,632.10

1,481,669.81

1,481,676.63

1,481,764.13

1,482,163.82

1,481,686.71

1,481,774.21

1,482,174.15

1,483,596.63

1,482,148.59

1,483,598.54

1,483,913.92

1,483,919.56

1,483,819.57

1,483,759.24

1,483,164.35

1,482,149.50

1,481,701.25

1,481,655.64

790,869.05

790,770.99

789,529.07

789,253.11

776,660.02

776,659.33

776,499.40

776,009.56

776,005.83

776,469.19

777,502.15

777,504.85

778,072.22

778,110.29

779,354.75

779,354.27

779,295.83

781,194.72

781,194.24

781,182.05

781,174.26

783,360.08

781,524.25

781,592.53

782,622.00

782,622.55

782,562.88

782,566.14

783,526.46

783,848.44

784,648.69

C A

N A

V E

R A

L B

A R

G E C

A N

A L S

T A

G-06500' 1000'0

G E

N E

A N

N E

L C

O N

T R

O L D

A T

A -C

H M

D -G

I0 c o n tr o l.

d g n

Y= 1472000

Y= 1474000

Y= 1476000

Y= 1478000

Y= 1480000

Y= 1482000

Y= 1484000

Y= 1486000

Y= 1474000

Y= 1476000

Y= 1478000

Y= 1480000

Y= 1482000

Y= 1484000

Y= 1486000

M A

T C

H L

E E

T G

-2

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

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D R

A W

G D

A T

E N

A M

A N

S I E

W E

P -1

-B -0

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

B E

R G

E N

R P

T O

C A

N A

V E

R A

L H

A R

B O

M A

T E

N A

N C

E D

R E

D G

B R

E V

A R

D C

O U

N T

Y F

L O

J L

A G

R O

N E

J U

L Y

H R

O U

G H

-F

O O

T P

R O J E

J JEFFORDS

CANAVERAL LOCK ARP

BBCQ55

BBCV67

1,481,470.SC

1,481,407.37

783,890.SC

772,449.44

10.92

29.03

13.75

N/A

SURVEY CONTROL

HORIZONTAL AND VERTICAL CONTROL POINT

VERTICAL CONTROL / TIDE CALIBRATION POINT

DESIGNATION PID NORTHING EASTING NAVD88

J JEFFORDS

CANAVERAL LOCK ARP

MLLW

DO NOT USE FOR HORIZONTAL CONTROL.

NOTE: "SC" INDICATES A SCALED HORIZONTAL COORDINATE/POSITION,

KEY PLAN

NOT TO SCALE

KEY PLAN

NOT TO SCALE

KEY PLAN

NOT TO SCALE

KEY PLAN

NOT TO SCALE

KEY PLAN

NOT TO SCALE

KEY PLAN

NOT TO SCALE

KEY PLAN

NOT TO SCALE

KEY PLAN

NOT TO SCALE

C -0

46.9

46.6

46.5

46.4

46.3

46.3 46.3

46.2

46.2 46.2

46.2

46.2 46.1

46.1

46.1 46.1

46.1

46.1 46.1

46.1

46.0

46.0 46.0

46.0

46.0 46.0

46.0

46.0 46.0

46.0

46.0 46.0

46.0

46.0 46.0

46.0

45.9

45.9 45.9 45.9

45.9 45.9

45.9

45.9 45.9

45.9

45.8

45.8 45.8 45.8

45.8

45.8 45.8

45.8

45.8 45.8

45.8

45.8 45.8

45.8

45.8 45.8 45.8

45.8

45.8 45.8

45.8

45.8 45.8

45.8

45.8 45.8

45.8

45.8 45.8

45.8

45.7

45.7 45.7

45.7

45.7 45.7

45.7

45.7 45.7

45.7

45.7 45.7

45.7

45.7 45.7

45.7

45.7 45.7

45.7

45.7 45.7

45.7

45.6

45.6 45.6

45.6

45.6 45.6

45.6

45.6 45.6

45.6

45.6 45.6

45.6

45.6 45.6

45.6

45.6 45.6

45.5

45.5 45.5 45.5

45.5

45.5 45.5

45.5

45.5 45.5

45.5

45.5 45.5 45.5

45.5

45.5 45.5 45.5

45.5

45.5 45.5

45.5

45.5 45.5

45.5

45.4

45.4 45.4 45.4

45.4

45.4 45.4

45.4

45.4 45.4

45.4

45.4 45.4

45.4

45.4 45.4

45.4

45.4 45.4

45.4

45.4 45.4

45.4

45.4 45.4

45.3

45.3 45.3

45.3

45.3 45.3

45.3

45.3 45.3

45.3

45.2

45.2 45.2

45.2

45.2 45.2

45.2

45.2 45.2

45.2

45.2 45.2 45.2

45.2

45.1

45.1 45.1 45.1

45.1

45.1 45.1

45.1

45.1 45.1

45.1

45.1 45.1

45.1

45.0

45.0 45.0

45.0

45.0 45.0

45.0

45.0 45.0

45.0

45.0 45.0

45.0

45.0 45.0

45.0

45.0 45.0

44.9

44.9 44.9

44.9

44.9 44.9

44.9

44.8

44.8 44.8

44.8

44.8 44.8

44.8

44.8 44.8 44.8

44.8

44.8 44.8

44.8

44.8 44.8

44.8

44.8 44.8

44.7

44.7 44.7

44.7

44.7 44.7

44.7

44.7 44.7

44.7

44.6

44.6 44.6

44.6

44.6 44.6 44.6 44.6

44.6

44.6 44.6

44.6

44.5

44.5 44.5

44.5

44.5 44.5

44.5

44.5 44.5

44.5 44.5 44.5

44.5 44.5

44.5

44.5 44.5

44.4

44.4 44.4

44.4

44.4 44.4

44.3

44.3 44.3

44.3

44.3 44.3

44.3

44.2

44.2 44.2 44.2

44.2

44.2 44.2

44.2

44.2 44.2 44.2

44.1

44.1 44.1 44.1 44.1

44.1

44.0

44.0 44.0

44.0

44.0 44.0

44.0

44.0 44.0

44.0

43.9 43.9 43.9

43.9 43.9

43.9

43.9 43.9

43.9

43.9 43.9

43.9

43.9 43.9

43.9

43.8

43.8 43.8

43.8

43.8 43.8 43.8

43.8

43.8 43.8

43.8

43.8 43.8

43.8

43.7

43.7 43.7

43.7

43.7 43.7

43.7

43.7 43.7

43.7

43.7 43.7

43.6

43.6 43.6

43.6

43.6 43.6

43.6

43.6 43.6

43.6

43.5

43.5 43.5

43.5

43.5 43.5

43.5

43.5 43.5 43.5

43.5

43.5 43.5

43.5

43.5 43.5

43.5

43.4

43.4 43.4 43.4

43.4

43.4 43.4 43.4

43.4

43.4 43.4

43.4

43.3

43.3 43.3

43.3

43.3 43.3

43.3

43.3 43.3

43.3

43.3 43.3

43.3

43.2 43.2

43.2

43.2 43.2

43.2

43.2 43.2

43.2

43.2 43.2

43.1

43.1 43.1

43.1

43.1 43.1

43.1

43.1 43.1

43.1

43.1 43.1

43.1

43.0 43.0

43.0

43.0 43.0

43.0

43.0 43.0

43.0

43.0 43.0

43.0

42.9 42.9

42.9

42.9 42.9

42.9

42.9 42.9

42.9

42.9 42.9

42.9

42.9 42.9

42.9

42.9 42.9 42.9

42.9

42.8

42.8 42.8

42.8

42.8 42.8

42.8

42.8 42.8

42.8

42.8 42.8

42.8

42.8 42.8

42.7

42.7 42.7

42.7

42.7 42.7

42.7

42.7 42.7

42.7

42.7 42.7

42.7

42.7 42.7

42.7

42.7 42.7 42.7

42.7

42.6 42.6

42.6

42.6 42.6

42.6

42.6 42.6

42.6

42.6 42.6

42.5

42.5 42.5

42.5

42.5 42.5

42.5

42.5 42.5

42.5

42.5 42.5

42.5

42.4

42.4 42.4

42.4

42.4 42.4 42.4

42.4

42.3 42.3

42.3

42.3 42.3

42.3

42.3 42.3

42.3

42.3 42.3

42.3

42.3 42.3

42.3

42.2

42.2 42.2

42.2

42.2 42.2

42.2 42.2 42.2

42.2

42.2 42.2

42.2

42.2 42.2

42.2

42.1

42.1 42.1

42.1

42.1 42.1

42.1

42.1 42.1

42.1

42.1 42.1

42.1

42.1 42.1

42.1

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

41.8 41.8

41.8

41.8 41.8

41.7

41.7 41.7

41.7

41.6

41.6 41.5

41.5

41.5 41.5

41.5

41.4

41.4 41.4

41.4

41.4 41.4

41.4

41.3

41.2 41.2

41.2 41.2 41.2

41.2

41.2 41.2

41.2 41.1

41.1 41.1 41.1

41.1

41.0 41.0 41.0

41.0

40.9 40.9

40.9

40.9 40.9

40.8 40.8

40.7 40.7

40.7

40.7 40.6

40.6 40.5

C B -C

H -2

M A

T C

H L

E D

W G

C -0

T A

U T -1

-C

H M

D -C

N p ln .d g n

100' 200'0 C-01

D R

E D

G P

L A

S T

A T

H R

U S

T A C

U T -1

X 0Y

X Y

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

PLUS 2-FOOT ALLOWABLE OVERDEPTH

45-FOOT REQUIRED DEPTH

RGE. 0

RGE. 200

RGE. 400

RGE. 0

RGE. 400

RGE. 200

S T

A C

U T -1

S T

A C

U T -1

CUT-1

S T

A C

U T -1

S T

A C

U T -1

S T

U T -1

S T

A C

U T -1

BASE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Canaveral Harbor\Maintenance Dredging FY19\080 - Plans\05 Civil\C-01

D R

A W

G D

A T

E N

A M

A N

S I E

W E

P -1

-B -0

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

B E

R G

E N

R P

T O

C A

N A

V E

R A

L H

A R

B O

M A

T E

N A

N C

E D

R E

D G

B R

E V

A R

D C

O U

N T

Y F

L O

J L

A G

R O

N E

J U

L Y

H R

O U

G H

-F

O O

T P

R O J E

C-08

S T

A C

-1

KEY PLAN

NOT TO SCALE

KEY PLAN

NOT TO SCALE

KEY PLAN

NOT TO SCALE

KEY PLAN

NOT TO SCALE

KEY PLAN

NOT TO SCALE

KEY PLAN

NOT TO SCALE

KEY PLAN

NOT TO SCALE

C -0

-C

H M

D -C

N p ln .d g n

100' 200'0 C-02

D R

E D

G P

L A

S T

A T

H R

U S

T A C

U T -1

X 0Y

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

RGE. 0

RGE. 200

RGE. 400

RGE. 200

S T

A C

U T -1

S T

A C

U T -1

S T

A C

U T -1

CUT-1

S T

A C

U T -1

S T

A C

U T -1

RGE. 400

RGE. 0

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T -1

BASE

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T -1

PLUS 2-FOOT ALLOWABLE OVERDEPTH

45-FOOT REQUIRED DEPTH

BASE

PLUS 2-FOOT ALLOWABLE OVERDEPTH

45-FOOT REQUIRED DEPTH

S T

A C

U T -1

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\Canaveral Harbor\Maintenance Dredging FY19\080 - Plans\05 Civil\C-02

D R

A W

G D

A T

E N

A M

A N

S I E

W E

P -1

-B -0

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

B E

R G

E N

R P

T O

C A

N A

V E

R A

L H

A R

B O

M A

T E

N A

N C

E D

R E

D G

B R

E V

A R

D C

O U

N T

Y F

L O

J L

A G

R O

N E

J U

L Y

H R

O U

G H

-F

O O

T P

R O J E

47.2

47.1 46.9

46.8

46.7

46.5

46.4

46.2

46.1

46.0 46.0 46.0

46.0

46.0 46.0

46.0

45.9 45.9

45.9

45.9 45.8

45.8

45.8 45.8

45.8

45.7

45.7 45.7

45.7

45.7 45.6

45.6

45.6 45.6

45.6

45.6 45.5

45.5

45.5 45.5

45.5

45.5 45.5

45.5

45.4

45.4 45.4 45.4

45.4

45.4 45.3

45.3

45.3 45.3

45.3

45.2

45.2 45.2

45.2

45.2 45.2

45.1

45.1 45.1

45.1

45.1 45.1

45.1

45.1 45.1 45.1

45.1

45.0

45.0 45.0

45.0

45.0 45.0

45.0

44.9

44.9 44.9

44.9

44.9 44.9

44.9

44.9 44.9

44.9

44.8

44.8 44.8 44.8

44.8

44.8 44.8

44.8

44.8 44.8

44.8

44.8 44.8 44.8

44.8

44.8 44.8

44.8

44.8 44.8

44.8

44.8 44.8

44.7 44.7

44.7

44.7 44.7

44.7

44.7 44.7

44.7

44.7 44.7

44.7

44.7 44.7 44.7

44.7

44.7 44.7

44.7

44.7 44.7

44.7

44.6

44.6 44.6

44.6

44.6 44.6

44.6

44.6 44.6

44.6

44.6 44.6

44.6

44.6 44.6

44.6

44.6 44.6 44.6

44.6

44.6 44.6

44.6

44.6 44.6

44.6

44.6 44.6

44.6

44.6 44.6 44.6

44.6

44.5

44.5 44.5

44.5

44.5 44.5

44.5

44.5 44.5

44.5

44.5 44.5 44.5

44.5

44.5 44.5 44.5

44.5

44.5 44.5

44.5

44.4

44.4 44.4 44.4 44.4

44.4

44.4 44.4

44.4

44.4 44.4

44.4

44.4 44.4 44.4

44.4

44.4 44.4 44.4

44.4 44.4

44.4

44.4 44.4

44.4

44.3 44.3 44.3

44.3

44.3 44.3

44.3

44.3 44.3

44.3

44.3 44.3

44.3

44.3 44.3

44.3

44.3 44.3

44.3

44.3 44.3

44.3

44.3 44.3

44.3

44.3 44.3

44.3

44.3 44.3

44.3

44.3 44.3

44.3

44.2 44.2

44.2

44.2 44.2

44.2

44.2 44.2

44.2

44.2 44.2

44.2

44.2 44.2

44.2

44.2 44.2

44.2

44.2 44.2

44.2

44.2 44.1

44.1 44.1

44.1

44.1 44.1

44.1

44.1 44.1

44.1

44.1 44.1

44.1

44.0

44.0 44.0

44.0

44.0 44.0

44.0

44.0 44.0

44.0

44.0 44.0

44.0

44.0 43.9

43.9

43.9 43.9

43.9

43.9 43.9

43.8

43.8 43.8

43.8

43.8 43.8 43.8 43.8

43.8

43.8 43.8

43.8

43.7 43.7

43.7

43.7 43.7

43.7

43.7 43.7

43.6

43.6 43.6

43.6

43.6 43.6

43.6

43.6 43.6

43.6

43.6 43.6

43.6

43.6 43.6

43.6

43.5

43.5 43.5

43.5

43.4 43.4 43.4

43.4

43.4 43.4

43.4

43.4 43.4

43.4

43.3 43.3

43.3 43.3 43.3

43.3

43.3 43.3 43.3

43.3

43.3 43.3

43.3

43.3 43.3

43.3

43.2

43.2 43.2 43.2

43.2

43.2 43.2

43.2

43.1

43.1 43.1

43.1

43.1 43.0

43.0

43.0 43.0

43.0 43.0 43.0

43.0

43.0 43.0

43.0

43.0 43.0

43.0

43.0 43.0

42.9

42.9 42.9

42.9

42.9 42.9 42.9

42.9

42.9 42.9

42.9

42.8 42.8

42.8 42.8 42.8

42.8

42.8 42.8

42.8

42.8 42.8

42.8

42.7 42.7

42.7

42.7 42.7

42.6 42.6

42.6

42.6 42.6 42.6

42.6

42.6 42.6

42.6

42.5

42.5 42.5

42.5

42.5 42.5

42.5

42.5 42.5

42.4 42.4

42.4

42.4 42.4

42.4

42.4 42.4

42.4

42.3 42.3 42.3

42.3 42.3

42.3

42.3 42.3

42.3

42.3 42.3

42.3

42.2 42.2

42.2

42.2 42.2

42.2

42.2 42.2

42.2

42.2 42.1

42.1

42.1 42.1

42.1

42.1 42.1 42.1

42.1

42.1 42.1 42.1

42.1

42.1 42.1

42.0

42.0 42.0

42.0

42.0 42.0

42.0

42.0 42.0

42.0

42.0 41.9

41.9 41.9

41.9

41.9 41.9

41.9

41.8 41.8

41.8

41.8 41.8

41.8

41.8 41.8

41.8

41.8 41.8

41.7

41.7 41.7 41.7

41.7

41.7 41.7

41.7

41.7 41.7

41.7

41.7 41.7

41.7 41.6

41.6 41.6

41.6

41.5

41.5 41.5

41.5

41.5 41.5

41.5

41.5 41.5

41.4

41.4 41.4

41.4

41.4 41.4

41.4

41.4 41.4

41.4

41.4 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

41.2 41.2

41.2

41.2 41.2

41.2

41.2 41.2

41.1

41.1 41.1

41.1

41.1 41.1

41.1 41.1 41.1

41.1

41.1 41.1

41.1

41.0

41.0 41.0

41.0

41.0 41.0

41.0 41.0 41.0

41.0

41.0 41.0

41.0

41.0 41.0

40.9

40.9 40.9

40.9

40.9 40.9

40.9

40.9 40.9

40.9

40.9 40.9

40.9 40.9 40.9

40.8

40.8 40.8

40.8

40.8 40.8 40.8

40.8 40.8

40.7

40.7 40.7

40.7

40.7 40.7

40.7

40.7 40.7 40.7

40.6

40.6 40.6 40.6

40.6

40.6 40.6

40.6

40.5 40.5

40.5

40.5 40.5

40.5 40.5 40.5

40.5 40.5

40.4

40.4 40.4 40.4 40.4

40.4

40.4 40.4

40.4

40.3 40.3 40.3

40.3

40.3 40.3

40.3

40.3 40.3 40.3 40.3

40.3 40.3

40.3

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

39.9 39.9

39.9

39.9 39.9

39.9

39.8

39.8 39.8

39.8

39.7

39.6

39.6 39.6 39.6

39.5

39.5 39.5

39.4

39.4 39.4

39.4

39.3 39.3 39.3

39.3

39.3 39.3

39.2 39.2 39.2 39.2

39.1

39.1 39.1

39.1

39.0

39.0 39.0

39.0

38.9

38.9 38.9

38.9

38.8

38.7 38.7 38.7

38.7

38.7 38.7

38.6 38.6

38.6

38.5 38.5 38.4

38.4 38.4

38.3

38.2 38.2

38.2 38.1

38.1

38.1 38.1

37.9 37.9

PLANE COORDINATES

AIDS TO NAVIGATION

LT. BUOY-7 (10/18) 798,131 1,477,149

LT. BUOY-8 (10/18) 798,581 1,477,541

"R /L _B

U O

Y -8

"G /L _B

U O

Y -7

C B -C

H -2

C B -C

H -3

C H

-C

U T -S

S -0

C H

-C

U T -S

KEY PLAN

NOT TO SCALE

KEY PLAN

NOT TO SCALE

KEY PLAN

NOT TO SCALE

KEY PLAN

NOT TO SCALE

KEY PLAN

NOT TO SCALE

KEY PLAN

NOT TO SCALE

KEY PLAN

NOT TO SCALE

C -0

CUT-1

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

RGE. 0

RGE. 200

RGE. 400

RGE. 0

RGE. 200

RGE. 400

S T

A C

U T -1

RGE. VARIES

100' 200'0

-C

H M

D -C

N p ln .d g n

D R

E D

G P

L A

S T

A T

H R

U T -1

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T -1

S T

A C

U T -1

S T

A C

U T -1

S T

A C

U T -1

S T

A C

U T -1

S T

A C

U T -1

C-03

RGE. 125

PLUS 2-FOOT ALLOWABLE OVERDEPTH

45-FOOT REQUIRED DEPTH

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T -1

BASE

S T

A C

U T -1

S T

A C

U T -1

PLUS 2-FOOT ALLOWABLE OVERDEPTH

45-FOOT REQUIRED DEPTH

BASE

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\Canaveral Harbor\Maintenance Dredging FY19\080 - Plans\05 Civil\C-03

D R

A W

G D

A T

E N

A M

A N

S I E

W E

P -1

-B -0

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

B E

R G

E N

R P

T O

C A

N A

V E

R A

L H

A R

B O

M A

T E

N A

N C

E D

R E

D G

B R

E V

A R

D C

O U

N T

Y F

L O

J L

A G

R O

N E

J U

L Y

H R

O U

G H

-F

O O

T P

R O J E

47.3 47.2

47.0 47.0

47.0 47.0 47.0

46.9 46.9 46.8

46.7

46.7 46.7

46.7

46.7 46.7 46.7

46.7

46.6

46.6 46.6

46.6

46.6 46.6

46.6

46.5

46.4 46.4

46.4

46.4 46.4

46.4

46.3 46.3

46.3

46.2

46.2 46.2

46.2

46.2 46.2 46.2

46.2

46.1

46.0

46.0 46.0 46.0 46.0

45.9

45.9 45.9

45.9

45.9 45.9

45.9

45.9 45.9

45.9

45.8

45.8 45.8

45.8

45.8 45.8

45.8

45.8 45.8

45.8

45.8 45.8

45.8

45.7

45.7 45.7

45.7

45.7 45.7

45.6

45.6 45.6

45.6

45.6 45.6

45.6

45.5 45.5

45.5

45.5 45.5

45.5

45.5 45.5

45.5

45.5 45.5

45.5

45.4

45.4 45.4

45.4

45.4 45.4

45.4

45.4 45.4

45.4

45.3

45.3 45.3 45.3 45.3

45.3

45.3 45.3

45.3

45.2

45.2 45.2

45.2

45.2 45.2 45.2

45.2

45.2 45.2

45.2

45.2 45.2

45.2

45.2 45.2

45.2

45.2 45.2

45.2

45.2 45.2

45.2

45.1

45.1 45.1

45.1

45.1 45.1

45.1

45.1 45.1

45.1

45.1 45.1 45.1

45.1 45.1

45.1

45.0

45.0 45.0 45.0

45.0

45.0 45.0

45.0

44.9

44.9 44.9

44.9

44.9 44.9

44.9

44.9 44.9

44.9

44.9 44.9

44.9

44.9 44.9

44.9

44.8

44.8 44.8

44.8

44.8 44.8

44.8

44.8 44.8

44.8

44.8 44.8

44.8

44.8 44.8

44.8

44.7

44.7 44.7

44.7

44.7 44.7

44.7

44.7 44.7

44.7

44.7 44.7

44.7

44.6 44.6

44.6

44.6 44.6

44.6

44.6 44.6

44.6

44.6 44.6

44.6

44.6 44.6

44.6

44.6 44.6 44.6

44.5 44.5

44.5

44.5 44.5

44.5

44.5 44.5

44.5

44.5 44.5

44.5

44.5 44.5

44.5

44.5 44.5

44.5

44.5 44.5

44.5

44.5 44.5

44.5

44.4

44.4 44.4

44.4

44.4 44.4

44.4

44.4 44.4

44.4

44.4 44.4 44.4

44.4

44.4 44.4

44.4

44.3 44.3

44.3

44.3 44.3

44.3

44.3 44.3

44.3

44.3 44.3

44.3

44.3 44.3

44.3

44.2 44.2

44.2

44.2 44.2 44.2 44.2 44.2

44.2

44.2 44.2

44.2

44.2 44.2

44.2

44.1

44.1 44.1

44.1

44.1 44.1

44.1 44.1 44.1

44.1

44.1 44.1

44.1

44.1 44.1

44.1

44.1 44.1

44.1

44.1 44.1

44.1

44.0 44.0

44.0

44.0 44.0

44.0

44.0 44.0

44.0

44.0 44.0

44.0

44.0 44.0 44.0

44.0

44.0 44.0

44.0

43.9

43.9 43.9

43.9

43.9 43.9

43.9

43.9 43.9

43.9

43.9 43.9

43.9

43.8 43.8

43.8

43.8 43.8

43.8

43.8 43.8

43.8

43.8 43.8 43.8

43.8 43.8

43.8

43.8 43.8 43.8

43.8

43.8 43.8

43.8

43.7 43.7 43.7

43.7

43.7 43.7

43.7

43.7 43.7

43.6 43.6 43.6

43.6

43.5

43.5 43.5 43.4 43.4

43.4

43.4 43.4

43.4

43.4 43.4 43.3 43.3

43.3

43.3 43.3

43.3 43.3 43.3

43.3

43.3 43.3

43.3 43.3 43.3

43.3

43.2

43.2 43.2

43.2

43.2 43.2

43.2

43.2 43.2

43.1

43.1 43.1

43.1

43.0

43.0 43.0

43.0

43.0 43.0

43.0

43.0 43.0 43.0

43.0

43.0 43.0

43.0

42.9

42.9 42.9

42.9

42.8

42.8 42.8 42.8

42.8

42.8 42.8

42.8

42.7

42.7 42.7

42.7

42.6

42.6 42.6

42.6

42.5

42.5 42.5 42.5

42.5

42.5 42.5 42.5

42.5

42.5 42.5

42.5

42.4

42.4 42.4

42.4

42.3

42.3 42.2 42.2

42.2

42.2 42.2 42.2

42.2

42.1

42.1 42.1

42.0

42.0 42.0

42.0

41.9

41.9 41.9

41.8 41.8

41.8

41.8 41.8 41.8 41.8

41.7

41.7 41.7 41.7

41.6

41.6 41.6 41.6

41.6

41.5

41.5 41.5

41.5

41.4 41.4

41.4

41.4 41.4

41.4

41.3

41.3 41.3

41.2 41.2

41.2

41.1 41.1

41.1

41.0

41.0 41.0

41.0

41.0 41.0

41.0

40.9

40.9 40.9

40.9

40.8

40.8 40.8

40.8

40.8 40.8 40.8

40.8 40.8

40.8

40.8 40.8

40.7

40.7 40.7

40.6

40.6 40.6

40.6

40.6 40.6

40.6

40.5

40.5 40.5

40.4

40.3

40.3 40.3

40.3

40.3 40.3

40.3

40.2 40.2 40.2

40.2

40.2 40.2

40.2

40.2 40.2

40.2

40.2 40.2

40.2

40.1

40.1 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

40.0 40.0

39.9 39.9 39.9

39.9

39.8

39.8 39.8

39.7

39.7 39.7

39.7

39.6

39.6 39.6

39.6

39.5

39.5 39.5

39.5

39.5 39.5

39.5 39.5 39.5

39.5

39.4 39.4

39.4

39.3

39.2 39.2 39.2

39.2

39.2 39.2

39.1

39.1 39.1

39.1

39.0 39.0

39.0

39.0 39.0

38.9

38.9 38.9

38.9

38.8 38.8 38.8

38.8

38.7 38.7

38.7

38.7 38.7 38.7

38.7

38.7 38.7

38.7

38.6

38.6 38.6

38.6

38.6 38.5

38.5

38.4

38.4 38.4

38.4

38.3 38.3

38.3

38.3 38.3

38.3

38.2 38.2

38.2

38.2 38.2

38.2

38.2 38.2

38.2

38.2 38.2 38.2

38.2

38.1 38.1

38.1

38.1 38.1

38.1

38.1 38.1 38.1

38.1

38.0 38.0

38.0

37.9

37.9 37.9

37.9

37.9 37.9 37.9 37.9

37.8

37.7

37.7 37.7 37.7

37.7

37.7 37.7

37.7

3…

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