Canaveral_Harbor_Sand_Bypass_V_Plans-FY18_20180727.pdf

PDF 13 MB Posted Aug 8, 2018

Attached to: Canaveral Harbor Sand Bypass System Phase V Brevard County, Florida
Solicitation number: W912EP-18-B-0009
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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W912EP-18-B-0009_Canaveral_Sand_Bypass_Specs_v2_6_Aug_18.pdf	PDF	Aug 8, 2018

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US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

W912EP-18-B-0009

MMMMMMMMM YYYY

XXXXXX-XX-X-XXXX

VOLUME X

JACKSONVILLE DISTRICT

SAND BY-PASS SYSTEM - PHASE V

BREVARD COUNTY, FLORIDA

GENERAL

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

ABBREVIATIONS AND SYMBOLS

G-04

G-05

PROJECT OVERVIEW

C-01

C-02

C-03

C-04

C-05

CIVIL

C-06

C-07

C-08

G-06

SBDA DREDGING PROFILES

SHEET TITLESHEET ID

C-09

C-10

C-11

C-12

C-13

C-14

C-15

C-16

C-17

C-18

C-19

C-20

C-21

C-22

C-23

BEACH PLACEMENT PLAN

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SURVEY CONTROL PLAN AND DATA

CHANNEL CONTROL PLAN AND DATA

SBDA DREDGING PLAN

TYPICAL DREDGING TEMPLATE

SBDA DREDGING PROFILES

PIPELINE EXCAVATION TRENCH - PLAN VIEW

PIPELINE EXCAVATION TRENCH - SECTION AND PROFILES

TYPICAL CBL PLACEMENT PROFILE AND RANGE MONUMENT BEACH PROFILES

RANGE MONUMENT BEACH PROFILES

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

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R I V E R

B A N A N A

E N T R A N C E C

H A N N E L

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G-08

ECL AND CBL CONTROL PLAN AND DATA

C-24 RANGE MONUMENT BEACH PROFILES

C-25 RANGE MONUMENT BEACH PROFILES

CAPE CANAVERAL

CITY OF

CANAVERAL HARBOR

G-09

ECL AND CBL CONTROL PLAN AND DATA

SSLE AND SBDA CBL CONTROL PLAN AND DATA

FULL SECTION

PARTIAL SECTION

TERMS AND ABBREVIATIONS

INDENTITY SYMBOL KEY REFERENCE SYMBOL KEY

REDUCED TO FIT

DRAWING AREA TITLE

DRAWING AREA TITLE WITH ASYMMETRICAL SCALES

GENERAL NOTES

DISCIPLINE DESIGNATOR

C-12

VIEWING PLANE

CUTTING PLANE LINE

OBJECT REFERENCED

DRAWING WHERE SHOWN

SHEET GRID - ROW AND COLUMN

C-12

DRAWING WHERE SHOWN

SHEET GRID - ROW AND COLUMN

VIEWING PLANE

OBJECT REFERENCED

DRAWING SYMBOLOGY AND GENERAL NOTES

4255-123

R -6

1 on 20

FILL SLOPE 1' VERTICAL TO 20' HORIZONTAL

FILL SLOPE INDICATOR SYMBOL

EROSION CONTROL POINT (ECL)

CONSTRUCTION BASELINE POINT (CBL)

FDEP RANGE MONUMENT WITH AZMITH BEARING

4255-124

R - RESOURCES

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

ENVIROMENTAL RESOURCE MAPPING

V - SURVEY /

G - GENERAL

LEGEND - GEOTECHNICAL BORINGS

CB-JH99-22 IDENTIFIER

P-JH99-22 IDENTIFIER

GS-JH99-22 IDENTIFIER

VB-JH99-22 IDENTIFIER

CORE BORING

PROBE

GRAB SAMPLE

VIBRACORE BORING

LEGEND - AIDS TO NAVIGATION

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

RED LIGHTED BUOY / GREEN LIGHTED BUOY

400'0 200'20' 40'0

CROSS SECTION

200'0 100'

PLAN

TITLE

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

LEGEND - NAVIGATION

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

CULTURAL RESOURCE AREA

FILL PROFILE AREA

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DRAWING AREA TITLE WITH ASYMMETRICAL SCALES

PROFILE

C-01

SHEET NO.

20'0 10'100' 200'0

GRAPHIC SCALE

TITLE

SIDECAST LOCATION

BEACH PRIOR TO USE.

NEED TO BE COORDINATED AND AGREED BY THE CITY OF COCOA

SHEPPARD PARK (R-20) ACCESS AND STAGING AREAS SHOWN WILL

(R-7.3), AND TYLER AVE. (R-9.5). THE COCOA BEACH PIER (R-16.5) AND

(R-1-T). ADDITIONAL CONSTRUCTION ACCESS IS WASHINGTON AVE.

5. CONSTRUCTION ACCESS TO BEACH PLACEMENT AREA IS JETTY PARK

WITHIN SBEA.

DREDGING FOR DETAILS AND RESTRICTIONS WHEN OPERATING

AIR STATION REFER TO SPECIFCATION SECTION 35 20 23

4. LAND CONSTRUCTION ACCESS TO THE SBDA IS CAPE CANAVERAL

SECTION "DREDGING" FOR FURTHER DETAILS.

PARAGRAPH "PIPELINE RESTRICTION" UNDER SPECIFICATION

THE FEDERAL CHANNEL LANDWARD OF STATION 147+00. SEE

3. THE SUBMERGED PIPELINE SHALL NOT BE ALLOWED TO CROSS

CONSTRUCTION OF THIS PROJECT.

ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF

LOCATION OF ALL SUCH FEATURES THAT HE/SHE DETERMINES

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE

EXISTING STRUCTURES ARE INDICATED ON THE DRAWINGS, THE

LOCATED BY SURVEY UNLESS OTHERWISE INDICATED. NOT ALL

ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY

2. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT

450+00

USCG

USACE

TYP

TOS

TOL

TOB

STA

SSLE

SBDA

RGE

RFI

PCAP

N.T.S.

NOAA

NAVD88

MLW

MLLW

MHW

INV

FDOT

FDEP

EOB

ECL

DWG

CBL

BLVD

APPROX

CBL STATION

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

STATION

STREET

SOVEREIGN SUBMERGED LAND EASEMENT

SQUARE FEET

SAND BYPASS DREDGE AREA

RANGE

REQUEST FOR INFORMATION

ROAD

POINT OF INTERSECTION

PINELLAS COUNTY AQUATIC PRESERVE

NOT TO SCALE

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN VERTICAL DATUM OF 1998

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LINEAR FOOT

IRON PIPE

INVERT

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EDGE OF BERM

ELEVATION

EROSION CONTROL LINE

DRAWING

COUNTY ROUTE

CENTERLINE

CONSTRUCTION BASELINE

BOULEVARD

APPROXIMATE

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SURVEY NOTES

SURVEY NOTES - BEACH

(WHEN POSSIBLE) THE HYDROGRAPHIC SURVEY TO VERIFY ACCURACY.

AND VERTICAL ACCURACY. THE UPLAND SURVEY OVERLAPPED

VERIFIED DAILY AGAINST EXISTING CONTROL POINTS FOR HORIZONTAL

WITH HYPACK 2015. IN ALL CASES RTK/GPS MEASUREMENTS WERE

USING AN ODOM DIGI-BAR VELOCIMETER. DATA WAS COLLECTED

IN THE FIELD NOTES. SOUND VELOCITY PROFILES WERE CAPTURED

RECORDED IN HYPACK LINE FILES. THE DATA FILES ARE REFERENCED

AND QUALITY ASSURANCE DATA WAS COLLECTED DAILY AND

TWICE DAILY (WHEN POSSIBLE) AT A CONTROL POINT. CALIBRATION

FATHOMETER. THE VERTICAL COMPONENT WAS VERIFIED ON LAND

RTK/GPS, TSS DMS-10 MOTION REFERENCE UNIT, AND ODOM CV 100M

PROJECT. THE HYDROGRAPHIC SURVEY WAS COMPLETED UTILIZING

RANGE LINES FOR THE UPLAND AND WADING PORTIONS OF THE

10. RTK/GPS TECHNIQUES WERE USED TO COLLECT DATA ALONG THE

COLLECTION.

OF POSITIONING AND CALIBRATING THE OFFSHORE DATA

ESTABLISHED AT THE CANAVERAL BOAT RAMP FOR THE PURPOSES

“C 133” (NGS PID: AK2641). SECONDARY CONTROL WAS

(NGS PID: AK6999), “872 1649 A” (NGS PID: DK6617), AND

ARE “872 1608 E TIDAL” (NGS PID: AK7000), “872 1608 F TIDAL”

9. THE PRIMARY CONTROL POINTS USED TO PERFORM THIS SURVEY

VERTICAL DATUM OF 1988 (NAVD88), U.S. SURVEY FEET.

8. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN

COORDINATE SYSTEM, FLORIDA EAST ZONE, U.S. SURVEY FEET.

AMERICAN DATUM OF 1983 (2011), FLORIDA STATE PLANE

7. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH

THE PROFILE LINE ORIGIN ALONG THE PUBLISHED AZIMUTH.

CONDITIONS ALLOWED, AND EXTENDED 3000 FEET SEAWARD OF

SURVEYED FROM 150 FEET WEST OF THE MONUMENT, WHEN

WITHIN THE SBDA. IN GENERAL THE RANGE LINES WERE

6. THE SURVEY WAS LIMITED TO PROFILES OF RANGE MONUMENTS

DELIVERABLE FILES OF THE TOPOGRAPHIC DATA.

COUNTY, CANAVERAL SAND BYPASS PROJECT AND TO FURNISH

TOPOGRAPHIC AND HYDROGRAPHIC SURVEY OF THE BREVARD

5. THE PURPOSE OF THIS SURVEY WAS TO PERFORM A

4. DATE OF FIELD SURVEY: 07/02/18 THROUGH 07/03/18.

3. LOCATION: BREVARD COUNTY, FLORIDA.

- TOPOGRAPHIC AND HYDROGRAPHIC MONITORING SURVEY

2. PROJECT TITLE: BREVARD COUNTY, CANAVERAL SAND BYPASS

1. REFER TO SURVEY NO. 18-098.

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SURVEY AND IS NOT TO BE USED FOR NAVIGATION.

DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF THE

CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR THE

AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL

THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED ABOVE

9. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS

-IMU: APPLANIX POSMV SURFMASTER

TOPCON GR5 GNSS RECEIVERS

-POSITIONING: TRIMBLE SPS880 RECEIVER FOR DUAL POSITION HEADING

-SOUNDER: ODOM CV100 SOUNDER OPERATING AT 200 KHZ

-DATA COLLECTION SOFTWARE: HYPACK 2017

-22’ SCULLY’S SURVEY VESSEL (SEAS ITALL)

HYDROGRAPHIC SURVEY

BASE AND ROVER: TOPCON GR5 GNSS RECEIVERS

-GPS RECEIVERS OPERATING IN REAL TIME KINEMATIC (RTK) MODE

TOPOGRAPHIC SURVEY

THE CONDUCT OF THIS SURVEY:

8. THE FOLLOWING INSTRUMENTATION WAS UTILIZED DURING

UNITS OF U.S. SURVEY FEET.

7. ALL POSITIONS AND ELEVATIONS ARE EXPRESSED IN THE

VERTICAL DATUM OF 1988 (NAVD88).

6. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN

COORDINATE SYSTEM, FLORIDA EAST ZONE.

AMERICAN DATUM OF 1983 (2011), FLORIDA STATE PLANE

5. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH

UNLESS PRECEDED BY A PLUS (+) SIGN.

4. ALL ELEVATIONS ARE BELOW THE SPECIFIED VERTICAL DATUM

REACH, AND R-110 THROUGH R-145 FOR THE SOUTH REACH.

THE NORTH END AND RUNNING THROUGH R-60 FOR THE NORTH

AND DESIGNATED INTERMEDIATE LINES BEGINNING WITH R-1 ON

3. THE SURVEY WAS LIMITED TO PROFILES OF RANGE MONUMENTS

BETWEEN THE DATES 27 MAY AND 16 JUNE, 2018.

AND SURVEYING, LLC (SEAS), LICENSED BUSINESS (LB) 7191,

2. THIS SURVEY WAS PERFORMED BY SEASIDE ENGINEERING

1. REFER TO SURVEY NO. 18-141.

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.

WAC, WTB, BARGE CANAL, TAC & TTB FEB 2018 SB-3605-06

CUT-3, MTB, POSEIDON WHARF30 JAN 2018 FLORIDA II

CUT-1, CUT-223-24, 30 JAN 2018 FLORIDA II

CUT-1A, CUT-1B18, 23 JAN 2018 FLORIDA II

CUTDATE OF SURVEY VESSEL

AND THE POSEIDON WHARF.

AND CUT-1A. LOW FREQUENCY SOUNDINGS SHOWN FOR CUTS 1B, 1, 2, 3, T.A.C., MTB

SOUNDINGS ARE SHOWN FOR THE WEST ACCESS CHANNEL, WEST TURNING BASIN

A ROSS SINGLE-BEAM SMARTSOUNDER OPERATING AT 28/200 KHZ. HIGH FREQUENCY

WERE MADE USING RESON T20P MULTIBEAM SYSTEM OPERATING AT 400 KHZ AND

BEAM TRANSDUCER OPERATING AT 28/200 KHZ. SB-36 VERTICAL MEASUREMENTS

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

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

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

TIDE GAGE 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. 18-093.

A T R

A M P

D O C K

D O C K D O C K

RIP - RAP

C H

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C E

PILINGS

CONCRETE

2' X 2'

SCATTERED ROCKS

DOLPHIN PAD

CONCRETE

12'X12'

CHAIN FENCE

WOOD PILING

CHAIN-LINK FENCE

D O C K

RIP - RAP

D O C K

EXISTING PIER

E X

G R

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EXISTING RAMP

E X I S T I N G D O C K E X I S T I N G D O C K

EX. RIP - RAP

EX. BOAT RAMP

EX. D O C K

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EX. SEAWALL

EXISTING EX. SEAWALL

EX. SEAWALL

EXISTING

EX. DOCK

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EXISTING

PILING

CONCRETE

16"X16"

EXISTING

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TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WESTN.T.S.

LOCATION MAP

OF WORK

LOCATION

CANAVERAL

ST LUCIE

ST AUGUSTINE

GAINESVILLE

FLORIDA

OCEAN

ATLANTIC

BEACH

WEST PALM

FT. LUDERDALE

R-1-T

T-10

R-20

BE CCAFS 0042

BE BC 007

BE BC 005

BE CCAFS 0029

Y=1460000

Y=1470000

Y=1480000

Y=1490000

PROJECT VICINITY

0 4000'2000'

G-04

N E

O J E

C T O

V E

R V

W -C

H S

B V -G

I0 o v ie w .d g n

BE CCAFS 0038

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

S B

D A

RIVER

BANANA

LIN

E N C

H A

R E A

CANAVERAL HARBOR

A N C E C

H A

N N

"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

NOTE:

(SEE NOTE 1)

BOUNDARY LINE

CULTURAL RESOURCE BOUNDARY

R-16

R-8A

R-6T

R-4A

BE CCAFS 0037

BE BC 012

(O P T . B )(O

P T . A

S A

(B A

S E

(OPT. B)

(OPT. A)

(B A

S E

A E

R A

T N

E M

E C

A L

P H

C A

A T R

A M P

D O C K

D O C K D O C K

RIP - RAP

C H

E N

C E

PILINGS

CONCRETE

2' X 2'

SCATTERED ROCKS

DOLPHIN PAD

CONCRETE

12'X12'

CHAIN FENCE

W A

L K

W A

WOOD PILING

CHAIN-LINK FENCE

D O C K

RIP - RAP

D O C K

EXISTING PIER

E X

G R

A P

EXISTING RAMP

E X I S T I N G D O C K E X I S T I N G D O C K

EX. RIP - RAP

EX. BOAT RAMP

EX. D O C K

EX. 3' WALKWAY

E X . S

E A

W A

EX. SEAWALL

EXISTING EX. SEAWALL

EX. SEAWALL

EXISTING

E X E

M O

O R

G P

A D

EX. MOORING PADS

3.5' RADIUS

EX. DOCK

E X . D

O C

K S

EX. DOCK

E X

D O

C K

E X

D O

C K

EX. WOOD PILINGS

E X . W

O O

D P

G S

EX. CONCRETE RIP-RAP

E X I S T I N G

C O N C R E

A R F

EX. CONCRETE PILINGS

EX. SEAWALLEX. SEAWALL

EX. SEAWALL

E X S

E A

W A

L L

EX. SEAW

ALL

EX. SEAW

ALL

E X I S T I N G

R I P

R A P

E X I S T I N G

R I P

R A P

E X I S T I N G R I P - R A P

PILING

CONCRETE

16"X16"

EXISTING

PILING

CONCRETE

16"X16"

EXISTING

S T

A T E H

W Y 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

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Canaveral Harbor\Sand Bypass V\080 - Plans\01 General\G-05

%STATUS%

W E

P -1

-B -0

M M

M Y

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

B E

R G

E N

J L

A G

R O

N E

H T

R O

C H

S A

N D B

Y -P

A S

S S

Y S

T E

M P

H A

E V

A R

D C

O U

N T

Y F

L O

C A

N A

V E

R A

L H

A R

B O

J. JEFFORDS

872 1608 E TIDAL

872 1608 F TIDAL

C 133

872 1649A

872 1649C

U.S.A.F. RANGE MONUMENT TABULATION FDEP RANGE MONUMENT TABULATION

MONUMENT ID X (EASTING) Y (NORTHING) AZ.

784,164.49R-15-T

783,779.49R-17-T

(PLACEMENT AREA)

18-141

(SBDA)

18-098

(CANAVERAL HARBOR)

18-093

USE FOR HORIZONTAL CONTROL.

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

SURVEY DESIGNATION P.I.D. ZONE X-EASTING Y-NORTHING Z-NAVD88 Z-MLLW

MONUMENT ID X (EASTING) Y (NORTHING) AZ.

SURVEY CONTROL MONUMENT TABULATION

R-1-T

R-2

R-2A

R-3

R-3A

T-4

R-4A

R-5

R-5A

R-6-T

R-6A

R-7-T

R-7A

R-8

R-8A

R-9

R-9A

T-10

R-10A

R-11

R-11A

R-12

R-12A

R-13

R-13A

R-14

R-14A

R-15-T

R-15A

R-16

R-16A

R-17-T

R-17A

R-18

R-18A

R-19

R-19A

R-20

BE C

AFS 0029

BE BC

BE C

AFS 0030

BE BC

BE C

AFS 0033

BE BC

BE C

AFS 0034

BE BC

BE C

AFS 0035

BE BC

BE C

AFS 0036

BE BC

BE C

AFS 0037

BE BC

BE C

AFS 0038

BE C

AFS 0038 A

BE C

AFS 0039

BE C

AFS 0039 A

BE C

AFS 0040

BE C

AFS 0040 A

R-0

R-1A

AZIMUTH = 90°

AZIM

= 124°

AZIM

= 124°

AZIMUTH = 90°

BE C

AFS 0041 A

BE C

AFS 0041

BE C

AFS 0042

1,482,693.41 124 789,604.47 BE CCAFS 0029

1,483,125.87 124 789,711.09 BE BC 005

1,483,559.08 124 789,816.64 BE CCAFS 0030

1,484,022.85 124 790,003.70 BE BC 006

1,484,486.84 124 790,190.77 BE BC 007

1,484,924.23 124 790,434.75 BE BC 008

1,485,360.26 124 790,678.45 BE BC 009

1,485,710.42 124 791,008.79 BE CCAFS 0033

1,486,116.33 124 791,309.77 BE BC 010

1,486,522.01 124 791,610.66 BE CCAFS 0034

1,486,902.87 124 791,927.54 BE BC 011

1,487,283.56 124 792,244.20 BE CCAFS 0035

1,487,680.44 124 792,549.31 BE BC 012

1,488,076.07 124 792,853.63 BE CCAFS 0036

1,488,457.67 124 793,176.23 BE BC 013

1,488,839.51 124 793,498.94BE CCAFS 0037

1,489,222.28 124 793,821.75 BE BC 014

1,489,595.68 124BE CCAFS 0038 793,498.94

13.75 10.92 1,481,466.83 783,888.20 E-2 BBCQ55J. JEFFORDS

29.03 1,481,407.37 772,449.44 E-1 BBCV67CANAVERAL LOCK ARP

R-18

R-18A

R-19

R-19A

R-20

783,366.99

783,084.99

783,555.96

783,473.71

783,291.56

R-0 787,343.49 1,481,170.30 90

R-1-T 787,346.47 1,481,070.24 90

R-1A 787,320.98 1,480,650.99

R-2 787,295.48 1,480,231.74

R-2A 787,103.23 1,479,701.00

R-3 786,910.98 1,479,170.25

R-3A 786,778.02 1,478,706.68

T-4 786,645.05 1,478,243.10

R-4A 786,493.02 1,477,791.68

R-5 786,340.98 1,477,340.25

R-5A 786,208.54 1,476,871.51

R-6-T 786,076.10 1,476,402.77

R-6A 785,917.54 1,475,946.27

R-7-T 785,758.98 1,475 489.76

R-7A 785,639.73 1,475,050.01

R-8 785,520.48 1,474,610.26

R-8A 785,462.98 1,474,141.02

R-9 785,405.48 1,473,671.77

R-9A 785,316.98 1,473,218.27

T-10 785,228.48 1,472,764.77

R-10A 785,104.23 1,472,280.27

R-11 784,979.98 1,471,795.77

R-11A 784,873.48 1,471,324.02

R-12 784,766.98 1,470,852.27

R-12A 784,670.49 1,470,372.28

R-13 784,573.99 1,469,892.28

R-13A 784,453.74 1,469,434.53

R-14 784,333.49 1,468,976.78

R-14A 784,248.99 1,468,487.03 90

1,467,997.28

R-15A 784,092.72 1,467,492.85

R-16 784,020.95 1,466,988.41

R-16A 783,900.22 1.466,526.60 90

1,466,064.79

R-17A 783,573.24 1,465,656.54

1,465,248.29

1,464,707.47

1,464,270.42

1,463,768.35

1,463,307.80

1,489,955.05

1,490,314.84

1,490,677.32

1,491,040.10

1,491,345.50

1,491,704.99

1,492,066.51

1,492,331.38

794,487.65

794,838.50

795,190.45

795,541.94

795,842.66

796,275.36

796,688.66

797,055.56

BE CCAFS 0038 A

BE CCAFS 0039

BE CCAFS 0039 A

BE CCAFS 0040

BE CCAFS 0040 A

BE CCAFS 0041

BE CCAFS 0041 A

BE CCAFS 0042

15.26 1,366,300.98 796,073.49 AK4011F 304

13.35 1,374,060.24 793,496.64 B-4 AK747770 80 A 35

6.11 1,457,730.SC 781,620.SC B-1 DK6614R 648

8.79 1,466,555.43 783,629.57 B-2 DK6617872 1649 A

8.12 1,466,664.90 783,201.47 B-2 DK6619872 1649 C

13.61 1,479,470.SC 783,470.SC D-2 AK2641C 133

6.92 1,480,990.SC 784,840.SC E-2 AK7000872 1608 E TIDAL

11.42 1,481,030.SC 783,890.SC E-2 AK6999872 1608 F TIDAL

G-05

-C

H S

B V -G

C o n tr o l.

d g n

Y=1470000

Y=1480000

Y=1490000

S T

A T E H

W Y A

TTB

TAC

MTB

WTB PORT CANVERAL

G E

N E

R V

E Y C

O N

T R

O L P

L A

N A

N D D

A T

F304

70 80 A 35

R 648

LOCK ARP

CANAVERAL

NAVY

STATES

UNITED

UNITED STATES AIR FORCE

PLAN VIEW - SBDA AND BEACH CONTROL DATA

1500' 3000'0

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

B A

N A

N A R

EXISTING PIER

G R

A P

E X I S T I N G

C O N C R E

A R F

E X I S T I N G

R I P

R A P

PILING

CONCRETE

16"X16"

EXISTING

PILING

CONCRETE

16"X16"

EXISTING

EXISTING PIER

E X

G R

A P

E X I S T I N G

C O N C R E

A R F

E X I S T I N G

R I P

R A P

PILING

CONCRETE

16"X16"

EXISTING

PILING

CONCRETE

16"X16"

EXISTING

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

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Canaveral Harbor\Sand Bypass V\080 - Plans\01 General\G-06

%STATUS%

W E

P -1

-B -0

M M

M Y

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

B E

R G

E N

J L

A G

R O

N E

H T

R O

C H

S A

N D B

Y -P

A S

S S

Y S

T E

M P

H A

E V

A R

D C

O U

N T

Y F

L O

C A

N A

V E

R A

L H

A R

B O

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT (Y) NORTHING(X) EASTING

790,632.00

790,997.15

791,083.00

791,190.48

791,325.59

791,707.39

792,117.99

792,539.72

794,783.86

795,125.59

794,347.97

794,010.94

793,667.69

793,338.33

793,021.36

792,704.34

792,386.90

792,066.62

791,758.43

791,437.74

791,139.32

790,862.85

790,595.79

790,381.67

790,203.89

790,046.74

789,924.24

790,450.06

790,367.87

789,714.00

789,706.00

1,482,054.00

1,482,602.72

1,483,295.00

1,484,106.13

1,484,486.33

1,485,109.09

1,485,570.98

1,485,895.15

1,488,573.13

1,488,928.36

1,489,453.12

1,489,094.42

1,488,725.67

1,488,348.51

1,487,962.82

1,487,575.60

1,487,187.36

1,486,809.00

1,486,422.58

1,486,029.70

1,485,622.49

1,485,236.17

1,484,815.80

1,484,358.17

1,483,887.71

1,483,403.81

1,482,892.05

1,482,527.41

1,482,299.30

1,482,212.00

1,482,088.00

LAND EASEMENT (SSLE)

SOVEREIGN SUBMERGED

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT (Y) NORTHING(X) EASTINGSTATION

790,305.90

790,333.55

790,354.27

790,457.16

790,611.24

790,786.35

790,990.42

791,246.07

791,517.27

791,810.10

792,130.28

792,432.52

792,757.62

793,069.05

793,385.91

793,706.84

794,028.79

794,366.23

794,738.59

795,614.21

795,221.96

794,846.22

794,484.61

794,146.99

793,804.88

793,478.58

793,155.90

792,836.41

792,523.32

792,200.70

791,894.69

791,573.03

791,274.31

790,997.76

790,727.89

790,510.77

790,328.94

790,168.64

790,062.84

790,042.97

789,952.83

789,806.67

1,482,627.38

1,482,735.15

1,482,817.41

1,483,238.56

1,483,701.69

1,484,151.92

1,484,580.05

1,484,976.37

1,485,355.33

1,485,754.73

1,486,144.71

1,486,528.10

1,486,907.92

1,487,297.36

1,487,679.59

1,488,059.06

1,488,433.40

1,488,798.11

1,489,189.52

1,490,391.49

1,490,056.19

1,489,713.19

1,489,360.93

1,489,002.90

1,488,633.15

1,488,253.73

1,487,872.19

1,487,486.79

1,487,095.29

1,486,718.62

1,486,330.43

1,485,938.76

1,485,531.32

1,485,144.88

1,484,726.50

1,484,271.00

1,483,803.47

1,483,321.65

1,482,888.61

1,482,809.72

1,482,458.44

1,481,883.91

104+99.50

99+83.47

94+74.72

89+69.89

84+77.78

79+74.04

74+73.61

69+73.91

64+73.30

59+72.01

54+76.06

49+81.76

44+74.94

39+69.73

34+94.53

29+96.66

24+92.05

19+90.41

14+82.63

10+36.85

9+55.49

5+92.83

0+00.00

AND DREDGING AREA

CONSTRUCTION BASELINE (CBL)

SBDA

0+00

5+00

10+00

15+00

20+00

25+00

30+00

35+00

40+00

45+00

50+00

55+00

60+00

65+00

70+00

75+00

80+00

85+

90+

TAC

Y=1482000

Y=1484000

Y=1486000

Y=1488000

Y=1490000

Y=1492000

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

0 600' 1200'

G-06

N E

-C

H S

B V -G

I0 .d g n

Y=1492000

Y=1490000

Y=1488000

Y=1486000

Y=1484000

Y=1482000

NAVY

STATES

UNITED

TAC

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

PLAN VIEW - SSLE CONTROL DATA

0 600' 1200'

PLAN VIEW - SBDA CONTROL DATA

L E A

N D S

B D

A C

B L C

O N

T R

O L P

L A

N A

N D D

A T

CAPE CANAVERAL AIR STATION

NOTE 2

NAVY-

STATES

UNITED

EASEMENT (SSLE)

SUBMERGED LAND

SOVEREIGN

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

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Canaveral Harbor\Sand Bypass V\080 - Plans\01 General\G-07

%STATUS%

W E

P -1

-B -0

M M

M Y

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

B E

R G

E N

J L

A G

R O

N E

H T

R O

C H

S A

N D B

Y -P

A S

S S

Y S

T E

M P

H A

E V

A R

D C

O U

N T

Y F

L O

C A

N A

V E

R A

L H

A R

B O

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

AIR FORCE STATION

CAPE CANAVERAL

STA 15+00.00 T.T.B.

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

VIII

91011

R G E. 0

RGE. -100 RGE. 0

RGE. -100

RGE. 200

RGE. 400

S T

U T -2

S T

U T -2

S T

T .A .C

S T

U T

S T

U T

CUT-2 CUT-2

C U

T -1

STA 32+33.59 T.A.C.

STA 0+00 T.T.B.

CIVIL WIDENER

NAVY WIDENER

203 WIDENER

SEDIMENT TRAP

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

LIMITS

CENTERLINE

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

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

R G E. 400

R G E. 200

R G E. 0

S T

T -1B

C U

T -1A

CUT-2

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

CANAVERAL HARBOR FRAMEWORK REPORT

REVISION 03 NOVEMBER 2011

THE HORIZONTAL REFERENCE DATUM FOR THIS

PROJECT IS THE NORTH AMERICAN DATUM OF 1983

(NAD83), BASED ON THE CURRENT ADJUSTMENT 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 CONTROL

FRAMEWORK DESIGN FILE FOR THIS PROJECT.

THE TIDAL REFERENCE GRADE FOR THIS PROJECT

IS MEAN LOWER LOW WATER (MLLW), BASED ON THE

NOAA NATIONAL TIDAL DATUM EPOCH OF 1983-2001.

ORTHOMETRIC ELEVATIONS ARE REFERENCED TO THE

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

CHANNEL CONTROL DATA NOTES:

HORIZONTAL REFERENCE SYSTEM:

VERTICAL REFERENCE SYSTEM:

THE NAVD88-MLLW RELATIONSHIP FOR THE

PROJECT IS DERIVED FROM A COMBINATION

OF THE NOAA VDATUM HYDRODYNAMIC TIDAL

MODEL VERSION 01, 09 APRIL 2010 RELEASE,

AND INTERPOLATION BASED ON PUBLISHED

NOAA TIDE GAUGE DATUM RELATIONSHIPS.

IN AREAS OF INCOMPLETE COVERAGE BY THE

VDATUM MODEL, DATUM CORRECTION VALUES

HAVE BEEN CALCULATED AND INCLUDED IN THE

KINEMATIC TIDAL DATUM (KTD) FILE. AS A

RESULT, DATA PROCESSED STRICTLY BY THE

NOAA VDATUM SOFTWARE AND MODELS WILL

NOT ALWAYS YIELD THE SAME RESULTS AS DATA

PROCESSED WITH THE KTD FILE PUBLISHED BY

THE JACKSONVILLE DISTRICT.

CONSTRUCTION SURVEY POSITIONING CRITERIA:

HORIZONTAL POSITIONING AND WATER SURFACE

ELEVATION MEASUREMENTS PERFORMED UTILIZING

REAL-TIME KINEMATIC (RTK) OR REAL-TIME NETWORK

(RTN) GPS OBSERVATIONS ARE REFERENCED TO

MARKS LISTED WITHIN THE SURVEY NOTES ON

THE COVER SHEETS OF EACH REPORTED SURVEY.

USED FOR THAT DATA COLLECTION EVENT.

SURVEY NOTES FOR THE NAME OF THE “KTD”FILE

THE MLLW REFERENCE DATUM.REFER TO SPECIFIC

CORRECT OBSERVED ORTHOMETRIC HEIGHTS TO

A MODIFIED VDATUM “KTD FILE”IS USED TO

NOTES OF THE SUBJECT SURVEY.

ORTHOMETRIC HEIGHTS IS REPORTED IN THE

OBSERVED ELLIPSOID HEIGHTS TO NAVD88

THE NOAA/NGS GEOID MODEL USED TO REDUCE

RESULT.

MUST BE EMPLOYED TO ACHIEVE A COMPARABLE

WITH THOSE DETAILED IN THE SURVEY NOTES

PARAMETERS, FIELD METHODS CONSISTENT

SURVEY IN QUESTION. IN ADDITION TO THESE

SURVEY NOTES CORRESPONDING TO THE

SITES EXPLICITILY DETAILED WITHIN THE

FILES OR SETTINGS, AND TIDAL CALIBRATION

ORTHOMETRIC/TIDAL DATUM CORRECTION

THE SURVEY CONTROL, GEOID MODEL,

SURVEYS SHOWN IN THESE PLANS WILL USE

ANY ATTEMPT TO REPRODUCE THE FIELD

TIDAL MODEL:

(AND/OR SITE-CALIBRATED TO) THE SURVEY CONTROL

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 i ii iii

0 800' 1600' G-07

E R

A N

N E

L C

O N

T R

O L P

L A

N A

N D D

A T

C A

N A

V E R

A L H

A R

B O

R C

H A

N N

E L

Y=1475000

Y=1480000

Y=1485000

PLAN VIEW - CHANNEL CONTROL DATA

-C

H S

B V -G

I0 .d g n

SCATTERED ROCKS

CHAIN FENCE

CHAIN-LINK FENCE

EXISTING PIER

E X

G R

A P

EXISTING RAMP

E X I S T I N G D O C K E X I S T I N G D O C K

EXISTING EX. SEAWALL

EX. SEAWALL

EXISTING

EX. CONCRETE RIP-RAP

E X I S T I N G

R I P

R A P

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

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Canaveral Harbor\Sand Bypass V\080 - Plans\01 General\G-08

%STATUS%

W E

P -1

-B -0

M M

M Y

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

B E

R G

E N

J L

A G

R O

N E

H T

R O

C H

S A

N D B

Y -P

A S

S S

Y S

T E

M P

H A

E V

A R

D C

O U

N T

Y F

L O

C A

N A

V E

R A

L H

A R

B O

POINT X (EASTING) Y (NORTHING) STATION

PLANE COORDINATES (NAD83(90))

CONSTRUCTION BASELINE (CBL)

BREVARD NORTH REACH

STA. 2+000

STA. 3+000

STA. 4+000

STA. 5+000

STA. 6+000

CONSTRUCTION BASELINE

STA. 7+000

STA. 8+000

STA. 0+948

5+123.181,477,345.85 786,572.483

4+638.431,477,797.75 786,747.882

0+948.051,481,256.07 788,035.881

POINT X (EASTING) Y (NORTHING) STATION

PLANE COORDINATES (NAD83(90))

14+704.891,468,021.29784,372.205

11+800.711,470,862.17784,975.184

CONSTRUCTION BASELINE (CBL)

BREVARD NORTH REACH

STA. 8+000

STA. 9+000

STA. 10+000

STA. 11+000

STA. 12+000

CONSTRUCTION BASELINE

STA. 13+000

STA. 14+000

STA. 15+000

STA. 16+000

POINT (Y) NORTHING(X) EASTING

PLANE COORDINATES (NAD83(90)

EROSION CONTROL LINE (ECL)

BREVARD NORTH REACH

785,886.26

785,925.82

785,972.19

786,020.75

786,064.37

786,110.59

786,156.49

786,211.84

786,250.96

786,301.09

786,357.11

786,414.62

786,475.51

786,527.34

786,593.40

786,664.13

786,740.21

786,816.43

786,904.11

786,990.98

787,087.43

787,177.93

787,268.16

787,355.46

787,448.94

787,536.74

787,636.72

787,727.61

787,819.27

787,892.02

787,979.30

788,073.70

788,152.91

788,242.96

1,474,640.52

1,474,841.02

1,475,042.95

1,475,242.46

1,475,443.73

1,475,642.65

1,475,843.37

1,476,042.11

1,476,242.07

1,476,443.96

1,476,642.15

1,476,841.88

1,477,041.45

1,477,243.18

1,477,440.65

1,477,642.43

1,477,843.52

1,478,042.39

1,478,242.78

1,478,441.60

1,478,642.03

1,478,840.29

1,479,037.93

1,479,241.82

1,479,442.66

1,479,640.11

1,479,842.50

1,480,036.28

1,480,238.59

1,480,422.58

1,480,634.03

1,480,842.91

1,481,012.89

1,481,192.98

EROSION CONTROL LINE

POINT (Y) NORTHING(X) EASTING

PLANE COORDINATES (NAD83(90)

EROSION CONTROL LINE (ECL)

BREVARD NORTH REACH

784,134.99

784,168.65

784,202.70

784,237.13

784,279.45

784,314.52

784,354.64

784,393.49

784,438.88

784,490.42

784,532.53

784,579.70

784,630.56

784,672.62

784,710.76

784,755.51

784,796.55

784,848.10

784,901.52

784,952.01

785,005.33

785,050.69

785,095.60

785,146.35

785,192.13

785,238.07

785,292.86

785,344.76

785,395.55

785,446.14

785,509.93

785,556.72

785,600.67

785,646.89

785,692.60

785,746.44

785,802.51

785,848.93

1,466,867.20

1,467,057.33

1,467,242.88

1,467,451.35

1,467,673.88

1,467,865.83

1,468,062.81

1,468,250.24

1,468,448.34

1,468,666.69

1,468,865.37

1,469,073.56

1,469,283.68

1,469,491.54

1,469,695.08

1,469,907.27

1,470,109.21

1,470,335.70

1,470,576.43

1,470,769.25

1,470,983.48

1,471,177.45

1,471,373.46

1,471,571.09

1,471,773.37

1,471,969.21

1,472,181.12

1,472,377.10

1,472,582.21

1,472,785.17

1,473,043.37

1,473,244.07

1,473,442.43

1,473,642.52

1,473,843.77

1,474,041.37

1,474,242.10

1,474,441.29

EROSION CONTROL LINE

R-1-T

R-3

R-5 A RESET

R-8

R-13

R-15 A

T-10 RESET

0 500' 1000'

G-08

N E

L A

N D C

B L C

O N

T R

O L P

L A

N A

N D D

A T

PLAN VIEW - BEACH PLACEMENT CONTROL DATA PLAN VIEW - BEACH PLACEMENT CONTROL DATA

MATCHLINE STA. 8+000

-C

H S

B V -G

I0 .d g n

R-8

WASHINGTON AVE.

E. CENTRA BLVD.

CORAL DR.

SHOREWOOD DR.

ARTHUR AVE.

S R

G E

W O

O D A

V E

G E

W O

O D A

V E

G E

W O

O D A

V E

CANAVERAL HARBOR

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

APPROXIMATE SHORELINE

Y=1474000

Y=1476000

Y=1478000

Y=1480000

Y=1482000

Y=1466000

Y=1468000

Y=1470000

Y=1472000

Y=1474000

DWG. G-09 MATCHLINE STA. 16+000

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

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

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%STATUS%

W E

P -1

-B -0

M M

M Y

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

B E

R G

E N

J L

A G

R O

N E

H T

R O

C H

S A

N D B

Y -P

A S

S S

Y S

T E

M P

H A

E V

A R

D C

O U

N T

Y F

L O

C A

N A

V E

R A

L H

A R

B O

11591158

POINT (Y) NORTHING(X) EASTING

PLANE COORDINATES (NAD83(90)

EROSION CONTROL LINE (ECL)

BREVARD NORTH REACH

783,135.77

783,155.07

783,176.31

783,191.76

783,209.55

783,234.94

783,252.59

783,274.98

783,300.85

783,324.30

783,349.35

783,373.38

783,402.21

783,423.58

783,441.58

783,464.49

783,480.09

783,494.94

783,517.72

783,534.35

783,565.17

783,592.19

783,620.03

783,645.69

783,674.22

783,705.29

783,732.43

783,755.43

783,787.77

783,818.70

783,845.43

783,881.21

783,916.68

783,957.70

784,003.64

784,047.11

784,074.58

784,104.64

1,459,385.71

1,459,572.54

1,459,796.61

1,459,971.13

1,460,159.51

1,460,407.23

1,460,559.63

1,460,762.67

1,460,982.32

1,461,163.86

1,461,356.91

1,461,560.57

1,461,772.93

1,461,988.01

1,462,167.57

1,462,377.05

1,462,533.27

1,462,670.32

1,462,877.52

1,463,025.05

1,463,253.23

1,463,466.20

1,463,675.90

1,463,856.48

1,464,054.87

1,464,264.90

1,464,460.69

1,464,632.65

1,464,859.60

1,465,065.81

1,465,247.63

1,465,464.40

1,465,670.57

1,465,898.03

1,466,108.38

1,466,306.07

1,466,513.91

1,466,687.38

EROSION CONTROL LINE

STA. 16+000

STA. 17+000

STA. 18+000

STA. 19+000

STA. 20+000

STA. 21+000

STA. 22+000

STA. 23+000

STA. 24+000

POINT X (EASTING) Y (NORTHING) STATION

PLANE COORDINATES (NAD83(90))

1,460,935.90

1,462,282.60

1,465,593.29

783,297.19

783,460.39

783,920.22

21+873.61

20+517.06

17+174.59

CONSTRUCTION BASELINE

CONSTRUCTION BASELINE (CBL)

BREVARD NORTH REACH

G-09

N E

L A

N D C

B L C

O N

T R

O L P

L A

N A

N D D

A T

PLAN VIEW - BEACH PLACEMENT CONTROL DATA

-C

H S

B V -G

I0 .d g n

R-16 A

R-19

STA. 24+000

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

APPROXIMATE SHORELINE

DWG. G-08 MATCHLINE STA. 16+000

Y=1458000

Y=1460000

Y=1462000

Y=1464000

Y=1466000

Y=1468000

R-21 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

SHEET ID

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US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

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%STATUS%

W E

P -1

-B -0

M M

M Y

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

B E

R G

E N

J L

A G

R O

N E

H T

R O

C H

S A

N D B

Y -P

A S

S S

Y S

T E

M P

H A

E V

A R

D C

O U

N T

Y F

L O

C A

N A

V E

R A

L H

A R

B O

150'

T -6

T -7

T -8

C-11

C-09

C-12

C-13

C-14

C-15

C-01

C-03

KEY PLAN

NOT TO SCALE

C-02

C-04

C-16

C-17

51.9 51.5

51.2

51.0

50.9

50.8

50.6

50.4

50.3 50.3

50.2

50.0

49.8 49.7

49.6

49.3

48.9

48.8

48.7

48.5

48.4

48.3

48.2

48.1

47.9

47.6

47.3

47.2

47.1

46.6

45.5 44.9

44.8

42.7

42.7 40.5

39.0

37.6

36.4

36.3 34.7

34.0

33.5

31.9

31.4

30.4

30.1

30.0

29.0

28.3 27.8

27.3

27.1

27.1 27.0

26.9

26.7

26.3

26.0

25.8

25.6

25.6 25.5

25.1

25.0

24.8

24.7

24.6

24.3

24.1

24.0

23.9

23.9 23.8

23.8

23.7

23.6

23.5

23.4

23.3

23.1

23.0

22.9

22.8

22.7

22.5

22.4

22.3

+-22.3

22.2

22.1

22.0

21.9

21.8

21.7

21.6

21.4

21.3

21.2

21.1

21.0

20.9

20.8

20.7

20.6

20.5

20.5 20.4

20.4

20.2

20.1

20.0

19.9

19.8

19.4

19.1

19.0

18.8

18.7

18.6

18.5

18.4

18.1

17.9

17.8

17.7 17.7

17.6

17.4

17.3

17.2

17.1

16.9

16.8

16.7

16.6

16.5

16.3

16.2

16.1

16.0

15.9

15.8

15.7

15.6

15.5

15.4

15.3

15.2

15.1

15.0

14.9

14.8

14.7

14.7 14.6

14.5

14.4

14.3

14.2

14.2 14.1

14.1

13.9

13.8

13.7

13.4

13.3

13.2 13.1

13.1

12.9

12.8

12.7

12.1

12.0

11.9

11.8

11.7

11.5

11.3

11.2

11.2 11.1

10.9 10.7

10.6

10.5

10.4

10.3 10.2

10.2

10.1

10.0

9.9

9.7

9.6

9.5

9.4

9.2

9.1

9.0

8.9

8.8

8.5

8.4

8.2

8.1

7.8

7.5

7.3

7.2 7.0

6.9

6.8

6.5

6.4

6.2

6.1

6.1 5.8

5.8

5.7

5.6

5.5

5.3

5.2 5.0

4.9

4.8

4.7 4.5

4.4

4.3

4.1

3.9

3.8 3.8

3.7

3.6 3.5

3.3

3.2

2.9

2.9 2.8

2.6

2.5

2.4

2.3 2.1 2.1

2.0

1.9

1.8 1.6

1.5 1.4

1.3

1.3 0.9

0.8

0.7

0.3 0.2

0.1

+0.1

+0.2

+0.6

+0.7

+0.9

+1.2

+1.4

+1.7

+1.7 +1.9

+2.1

+2.2

+2.4

+2.5

+2.6

+2.7 +2.7

+2.8

+2.9

+2.9+2.9

+3.0

+3.1

+3.2

+3.3

+3.4

+3.6

+3.7

+3.9

+4.0

+4.1

+4.2

+4.3

+4.4

+4.5

+4.6

+4.7

+4.8 +4.8

+4.8

+4.9+5.0

+5.0 +5.0

+5.0

+5.1

+5.2

+5.2 +5.8

+5.8

+5.9

+6.0

+6.1

+6.2

+6.4

+6.5

+6.6

+6.8 +6.8

+6.8

+7.0

+7.3 +7.4 +7.4

+7.4

+7.5

+7.6

+7.7

+7.8

+7.9

+8.0

+8.1

+8.2

+8.3

+8.5

+8.8

+8.9

+9.2

+9.5

+10.1+10.1

+10.1+10.2

+10.5+10.5

+11.0+11.1

+11.7

CB-CHSB03-2

CB-CHSB03-15

CB-CHSB03-17

CB-CHSB03-1

CB-CHSB03-16

CB-CHSB03-18

BE CCAFS 0030

BE CCAFS 0029

BE BC 005BE BC 006

BE BC 007

AIR FORCE STATION

CAPE CANAVERAL

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

NOTES:

STA 1

45+

00CUT 2

STA 1

50+

00CUT 2

(SEE DWG. NO.C-09)

TRENCH

PIPELINE EXCAVATION

POINT X (EASTING) Y (NORTHING)

1,482,331790,095T-8

1,482,419790,052T-7

1,482,468790,042T-6

150' TARGET BUFFER

CULTURAL RESOURCES

CULTURAL RESOURCES TARGETS

PLANE COORDINATES (NAD83(90))

D W

C -0

A T

C H

T A

TOE (SEE DWG. NO.C-09)

HARBOR CHANNEL

CANAVERAL

DREDGING PLAN

100' 200'0

C-01

D A D

R E

D G

G P

L A

X=79

(BASE)

SBDA

SSLE

JETTY

NORTHERN

EXISTING

ELEV. 18.3

TOE OF CUT

SBDA-CBL AND

-C

H S

B V -C

N p ln .d g n

(1V:5H SLOPE)

FROM DREDGE CUT

TOP OF SLOPE

SEAWARD ESTIMATED

(1V:6H SLOPE)

FROM DREDGE CUT

TOP OF SLOPE

LANDWARD ESTIMATED

VERTICAL DATUM THAN CHANNEL SURVEYS.

3. ELEVATIONS SHOWN REFERENCE A DIFFERENT

2. REFER TO DWG. NO. G-06 FOR SBDA CONTROL DATA.

1. REFER TO DWG. NO. G-03 FOR SBDA SURVEY NOTES.

150'

ELEV. 18.3

TOE OF CUT

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

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Canaveral Harbor\Sand Bypass V\080 - Plans\05 Civil\C-02

%STATUS%

W E

P -1

-B -0

M M

M Y

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

B E

R G

E N

J L

A G

R O

N E

H T

R O

C H

S A

N D B

Y -P

A S

S S

Y S

T E

M P

H A

E V

A R

D C

O U

N T

Y F

L O

C A

N A

V E

R A

L H

A R

B O

CB-CHSB03-20

CB-CHSB03-19

CB-CHSB03-12

CB-CHSB03-13

CB-CHSB03-4 CB-CHSB03-3

CB-CHSB03-14

24.2 24.1

24.1

24.0

23.9 23.9

23.8

23.7

23.6 23.6

23.6

23.6 23.5

23.5

23.4

23.3

23.3 23.2

23.2

23.1

23.1 23.1 23.1

23.1 23.1

23.0

22.9

22.8

22.7

22.6

22.6 22.6

22.6

22.5

22.5 22.5

22.4

22.4 22.4

22.4

22.3

22.3 22.3

22.3

22.3 22.3

22.3

22.2

22.2 22.2

22.2

22.1

22.0 22.0

21.9

21.9 21.9

21.9

21.8

21.7

21.6

21.5

21.4

21.2

21.1

21.1 21.1

21.1

21.1 21.0

20.9 20.9

20.9

20.8

20.7

20.7 20.6

20.5

20.5 20.4

20.4

20.3

20.2

20.1

20.0

20.0 19.9

19.9

19.8 19.8

19.8

19.7

19.6 19.6

19.5

19.4 19.4

19.4

19.3 19.2 19.2

19.2

19.1

19.0

18.8

18.7

18.6

18.5 18.5

18.5

18.4

18.3

18.2

18.1

18.1 17.9

17.7 17.5

17.4

17.4 17.3

17.3 17.2

17.1

16.9

16.9 16.9 16.8

16.7 16.6

16.6 16.5 16.4

16.2 16.1

16.0

15.9 15.8

15.7

15.6

15.2

15.0

15.0 14.9

14.9

14.8

14.7

14.4

14.1

14.0 14.0

13.9

13.8

13.8 13.8

13.4

13.2

13.1

13.0

12.9

12.7

12.4 12.4

12.2

12.1 12.0

11.9 11.8

11.6

11.5

11.4

11.0

10.9

10.8

10.8 10.6

10.4

10.3

10.2

10.1

10.0

9.9 9.8

9.7 9.5

9.5

9.4

9.2

9.1

8.8

8.7

8.6

8.6 8.6

8.5

8.4

8.3

8.3 8.3

8.3

8.3 8.2

8.2

8.1

8.1 8.0

8.0

7.9

7.9 7.8

7.8

7.8 7.8

7.5

7.4

7.2 7.2

7.0

6.9

6.6

6.6 6.5

6.1 5.8

5.6

5.5

5.3

5.1 4.7 4.6

4.5

4.1

3.9

3.8

3.7 3.5

3.5

3.4

3.1 2.9

2.9

2.9 2.9

2.7

2.5

2.5 2.4

2.2

2.1 1.9

1.7

1.6

1.5 1.4 1.3

1.0

0.8

0.3+0.1+0.2

+0.2

+0.4 +1.0

+1.8

+2.2 +2.6 +2.7

+3.2

+3.5

+3.7

+4.2

+4.3

+4.5 +4.7 +4.8

+5.0

+5.2

+5.2 +5.3

+5.3

+5.4

+5.5

+5.7

+5.8

+6.0

+6.2

+6.3

+6.4

+6.5

+6.6

+6.7

+6.8

+6.8+6.8

+6.8

+6.9

+6.9 +6.9

+6.9

+7.0

+7.1

+7.1 +7.2

+7.2

+7.2+7.3

+7.3 +7.3

+7.3+7.3

+7.3

+7.4

+7.5

+7.6 +7.6

+7.6

+7.7

+7.8

+7.9

+8.0

+8.0 +8.1

+8.1

+8.1 +8.1

+8.2

+8.3

+8.4

+8.5

+8.6

+8.7

+8.8 +8.9

+8.9

+9.0

+9.1

+9.3

+9.3 +9.4+9.4

+9.4

+9.6

+9.7

+9.9

+10.0

+10.1

+10.2

+10.3 +10.3+10.4 +10.5 +11.0+11.2 +11.2 +11.4

+11.6

+11.9

+12.2

C-11

C-09

C-12

C-13

C-14

C-15

C-01

C-03

KEY PLAN

NOT TO SCALE

C-02

C-04

C-16

C-17

BE BC 009

BE CCAFS 003

BE BC 010

BE CCAFS 003

BE BC 00

BE BC 011

AIR FORCE STATION

CAPE CANAVERAL

O C E A N

A T L A N T I C

D W

G . C

-0 M

A T

C H

E S

T A . 2

C-02

D A D

R E

D G

G P

L A

(1V:6H SLOPE)

FROM DREDGE CUT

TOP OF SLOPE

LANDWARD ESTIMATED

X =7

1. REFER TO DWG. NO. C-01 FOR DREDGING AREA METHODOLOGY NOTE.

(BASE)

SBDA

SSLE

D W

C -0

A T

C H

T A

ELEV. 18.3

TOE OF CUT

SBDA-CBL AND

-C

H S

B V -C

N p ln .d g n

(1V:5H SLOPE)

FROM DREDGE CUT

TOP OF SLOPE

SEAWARD ESTIMATED

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

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Canaveral Harbor\Sand Bypass V\080 - Plans\05 Civil\C-03

%STATUS%

W E

P -1

-B -0

M M

M Y

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

B E

R G

E N

J L

A G

R O

N E

H T

R O

C H

S A

N D B

Y -P

A S

S S

Y S

T E

M P

H A

E V

A R

D C

O U

N T

Y F

L O

C A

N A

V E

R A

L H

A R

B O

C-04

C-03

C-02

C-01

C-09

C-11

C-12

C-13

C-14

C-15

KEY PLAN

C-16

NOT TO SCALE

C-17

CB-CHSB03-9

CB-CHSB03-21

CB-CHSB03-5

CB-CHSB03-11

CB-CHSB03-7

CB-CHSB03-10

CB-CHSB03-6

CB-CHSB03-23

CB-CHSB03-22

24.8

24.6

24.4

24.3 24.3

24.2

24.1

23.9

23.8

23.7

23.7 23.7

23.6

23.5

23.5 23.5

23.5

23.4

23.4 23.3

23.3

23.2

23.2 23.2

23.2

23.1

23.0

23.0 23.0 23.0

22.9

22.9 22.8

22.7

22.6

22.5

22.4

22.3

22.2

22.2 22.1

22.1

22.0

21.9

21.9 21.8

21.8

21.7

21.7 21.7

21.7

21.6

21.5

21.4

21.3

21.3 21.3

21.3

21.2

21.1

21.0

20.9

20.9 20.9

20.8

20.7

20.6

20.5

20.4

20.3

20.2

20.1

20.0

19.9

19.8

19.6

19.6 19.5

19.5

19.4

19.3

19.2

19.1

19.0

18.9

18.8

18.7

18.6

18.4

18.3

18.2

18.1

18.0

17.5

17.4

17.3

17.3 17.1

17.1

16.8

16.7

16.6 16.5

16.5

16.4

16.3

16.2

16.1

15.9

15.8

15.7

15.5

15.2

14.9

14.8

14.7 14.7

14.6

14.5

14.4

14.3

14.2

14.0

13.9

13.7

13.6

13.4

13.2

13.1

13.1 13.1

13.0

12.7

12.4 12.4

12.4

12.3

12.2

12.1

12.0

11.6

11.5

11.4

11.3

11.2

11.1

10.8

10.4

10.3

10.1

10.1 10.1

10.0

9.9

9.8

9.4

9.3

9.2

9.1

9.0

8.8

8.6

8.5 8.4

8.4

8.3

8.2

8.1

8.0

7.9

7.8

7.7 7.7

7.7

7.6

7.5

7.4

7.3

7.2

7.1

7.0 7.0

7.0 6.9

6.9

6.8 6.8

6.7

6.6 6.6

6.3

6.0

5.9

5.8

5.5

5.4

5.3

5.2

4.5

4.3

4.1

3.7

3.6

3.5

3.2

3.1

2.9

2.5

2.3

2.1

2.0

1.9

1.4

1.3

0.6

0.4

+0.1

+0.2

+0.5

+0.8

+1.0

$1.7

+2.1

+2.2

+2.6

+2.8

+3.3

+3.5

+3.7

+3.8

+4.0

+4.1 +4.1

+4.2

+4.4

+4.5

+4.6

+4.8

+5.1

+5.3

+5.5

+5.7

+5.9

+6.0

+6.0+6.0

+6.1

+6.2

+6.3

+6.4

+6.5

+6.6

+6.7

+6.8 +6.8

+6.8

+6.9

+7.0

+7.1

+7.2+7.2

+7.2

+7.3

+7.4

+7.5

+7.6

+7.6 +7.7

+7.7

+7.8 +7.8

+7.8

+7.9

+7.9+7.9

+8.0

+8.1+8.1

+8.1

+8.1+8.2

+8.2

+8.3

+8.4

+8.5

+8.6

+8.7+8.7

+8.7

+8.8

+9.0

+9.1

+9.4

+9.5

+9.6

+10.4

BE CCAFS 0037

BE BC 013

BE BC 012

BE CCAFS 0036

BE CCAFS 0035

BE BC 011

AIR FORCE STATION

CAPE CANAVERAL

O C E A N

A T L A N T I C

D W

C -0

A T

C H

ELEV. 18.3

TOE OF CUT

FROM DREDGE CUT

TOP OF SLOPE

NORTHERN ESTIMATED

C-03

D A D

R E

D G

G P

L A

X=7

(OPTION A)

SBDA

(BASE)

SBDA

1. REFER TO DWG. NO. C-01 FOR DREDGING AREA METHODOLOGY NOTE.

(OPTION B)

SBDA

SSLE

D W

C -0

A T

C H

ELEV. 18.3

TOE OF CUT

SBDA-CBL AND

-C

H S

B V -C

N p ln .d g n

(1V:6H SLOPE)

FROM DREDGE CUT

TOP OF SLOPE

LANDWARD ESTIMATED

(1V:5H SLOPE)

FROM DREDGE CUT

TOP OF SLOPE

SEAWARD ESTIMATED

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

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Canaveral Harbor\Sand Bypass V\080 - Plans\05 Civil\C-04

%STATUS%

W E

P -1

-B -0

M M

M Y

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

B E

R G

E N

J L

A G

R O

N E

H T

R O

C H

S A

N D B

Y -P

A S

S S

Y S

T E

M P

H A

E V

A R

D C

O U

N T

Y F

L O

C A

N A

V E

R A

L H

A R

B O

25.

24.

23.

6 23.

23.

4 23.

23.

2 23.

23.

2 23.

23.

22.

9 22.

22.

1 22.

22.

21.

9 21.

21.

20.

2 20.

20.

19.

18.

2 18.

18.

17.

16.

0 15.

15.

14.

9 14.

14.

1 14.

14.

13.

12.

9 12.

12.

4 12.

12.

0 11.

9 11.

11.

10.

6 10.

10.

1 10.

10.

9.9

9.8

9.7

9.5

9.4

9.3

9.3 9.3

9.3

9.2 9.2

9.2

9.2 9.1

9.0

8.8

8.6

8.5

8.4

8.3 8.3 8.2 8.2

8.1 8.1

8.0 8.0

8.0

7.9

7.8 7.8

7.7

7.5

7.4

7.3

7.3 7.3

7.3

7.2 7.2 7.1

7.1

7.0

6.9

6.8 6.7

6.4 6.4

6.1

6.0

5.9 5.9

5.8

5.6

5.4 5.2

4.9

4.8

4.3 3.8

3.7

3.5

3.4

3.0

2.9 2.9

2.8

2.7

2.5

2.4 2.4

2.2

1.9

1.8

1.2

1.1

0.8

0.4

0.1

$0.3

+0.9

+1.3

+1.8

+1.9

+2.0

+2.4

+3.1

+3.3

+3.5

+3.6

+3.7

+3.8

+4.0

+4.2

+4.3

+4.4

+4.5

+4.6

+4.7

+4.8

+4.9

+5.0

+5.1

+5.2

+5.3

+5.4

+5.5

+5.6

+5.7

+5.8

+5.9

+6.0

+6.0 +6.0

+6.0

+6.1

+6.2

+6.3

+6.4

+6.5

+6.5 +6.6

+6.6

+6.7

+6.8

+6.9

+7.0

+7.1+7.1

+7.1

+7.2

+7.3

+7.4

+7.4+7.4

+7.4

+7.5

+7.6

+7.6 +7.6

+7.6

+7.7

+7.8

+7.8+7.8

+7.8

+7.9+7.9 +7.9 +7.9

+8.0

+8.1

+8.2

+8.3

+8.4

+8.5

+8.6

+8.7

+8.8

CB-CHSB03-8

CB-CHSB03-23CB-CHSB03-23

BE B

C 0

BE C

CAFS

BE C

CAFS

8 A

BE C

CAFS

BE C

CAFS

9 A

C-11

C-09

C-12

C-13

C-14

C-15

C-01

C-03

KEY PLAN

NOT TO SCALE

C-02

C-04

C-16

C-17

D W

G . C

-0 M

A T

C H

E S

T A . 8

C-04

D A D

R E

D G

G P

L A

Y =1488000

Y =1488500

Y =1489000

Y =1489500

N O

R T

H E

R N L

F D

R E

D G

1. REFER TO DWG. NO. C-01 FOR DREDGING AREA METHODOLOGY NOTE.

(OPTION B)

SBDA

SSLE

ELEV. 18.3

TOE OF CUT

SBDA-CBL AND

-C

H S

B V -C

N p ln .d g n

(1V:5H SLOPE)

FROM DREDGE CUT

TOP OF SLOPE

SEAWARD ESTIMATED

(1V:6H SLOPE)

FROM DREDGE CUT

TOP OF SLOPE

LANDWARD ESTIMATED

C-05

A L D

R E

D G

G T

E M

P L

A T

E -C

H S

B V -C

G p rf .d g n

NOTES:

-5

-10

-15

-20

-25

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000 1100 1200

-5

-10

-15

-20

-25

E L E

V A

N I

N F

E E

T N

A V

18.3 - FOOT REQUIRED DEPTH

1 - FOOT ALLOWABLE OVERDEPTH

PAYMENT AREA

REQUIRED DREDGING AREA (300')

L A

N D

W A

R D

S E

A W

A R

DREDGING OF THIS AREA WILL NOT BE MEASURED FOR PAYMENT UNDER THIS CONTRACT.

2. CONTRACTOR IS PERMITTED TO DREDGE THIS AREA TO GAIN ACCESS TO SBDA. HOWEVER,

ON DRAWING G-05.

1. DISTANCES SHOWN ARE MEASURED ALONG THE RANGE MONUMENT AZIMUTHS AS SHOWN

B/N 8.1 TO 11.2

EXISTING SURFACE VARIES

(SEE NOTE 2)

DREDGING TO PAY CUT

TYPICAL DREDGING TEMPLATE

C-03

HORIZONTAL VERTICAL

50' 100'0 5' 10'0

S S

L E

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

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Canaveral Harbor\Sand Bypass V\080 - Plans\05 Civil\C-05

%STATUS%

W E

P -1

-B -0

M M

M Y

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

B E

R G

E N

J L

A G

R O

N E

H T

R O

C H

S A

N D B

Y -P

A S

S S

Y S

T E

M P

H A

E V

A R

D C

O U

N T

Y F

L O

C A

N A

V E

R A

L H

A R

C-06

D A D

R E

D G

G P

R O

E S

-C

H S

B V -C

G p rf .d g n

318.8'

319.8'

311.4'

307.6'

302.3'

292.8'

E L…

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