IWW_Ponce_Inlet_MD_PLANS_20171215.pdf

PDF 12 MB Posted Dec 27, 2017

Attached to: MAINTENANCE DREDGING, 12-FOOT PROJECT, INTRACOASTAL WATERWAY CUT V-22 THROUGH CUT V-40 AND PONCE DE LEON INLET CUT-1A THROUGH CUT-5N, VOLUSIA COUNTY, FLORIDA
Solicitation number: W912EP-17-B-0012
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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File	Type	Posted
17B0012_Abstract.pdf	PDF	Feb 15, 2018
W912EP-17-B-0012_Amendment_0006.pdf	PDF	Feb 12, 2018
W912EP-17-B-0012_Amendment_0005.pdf	PDF	Feb 8, 2018
W912EP-17-B-0012_Amendment_0004.pdf	PDF	Feb 8, 2018
W912EP-17-B-0012_Amendment_0003.pdf	PDF	Feb 6, 2018
17B0012_Site_Visit_Roster_31Jan2018.pdf	PDF	Feb 5, 2018
Amendment_A0002_Ponce_De_Leon_17B0012.pdf	PDF	Jan 26, 2018
Amendment_0001.pdf	PDF	Jan 16, 2018
IWW_Volusia_final_GDR_-_updated.pdf	PDF	Dec 27, 2017
17B0012Volume2Specs.pdf	PDF	Dec 27, 2017
17B0012Volume1Specs.pdf	PDF	Dec 27, 2017

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R of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

W912EP-17-B-0012

MMMMMMMMM YYYY

XXXXXX-XX-X-XXXX

VOLUME X

JACKSONVILLE DISTRICT

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

V O L U S I A C O U N T Y

P R

O J E

C T L

I N T R A C O A S T A L W

A T E R W A Y

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

P O N C E D E L E O N I N L E T

G-01

G E

N E

V E

R S

H E

E T

MAINTENANCE DREDGING, 12-FOOT PROJECTS

INTRACOASTAL WATERWAY CUT V-22 THROUGH CUT V-35

AND PONCE DE LEON INLET CUT-1A THROUGH CUT-5N

VOLUSIA COUNTY, FLORIDA

G-02

G E

N E

E X T

O S

H E

E T S

G-05 STAGING AREA AND UTILITY ZONES

S O

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SHEET TITLESHEET ID

INDEX TO DRAWINGS

SHEET TITLESHEET ID

G-01

G-02

G-03

COVER SHEET

SHEET TITLESHEET ID

G-04

ABBREVIATIONS AND SYMBOLS

PROJECT OVERVIEW

CHANNEL CONTROL DATA - IWW

INDEX TO SHEETS

DREDGING PLAN - STA. 0+00 CUT-V-22 TO STA. 28+00 CUT-V-22

DREDGING PLAN - STA. 3+00 CUT-V-34 TO STA. 12+00 CUT-V-36

DREDGING PLAN - STA. 49+00 CUT-1A TO STA. 4+00 CUT-3A

TYPICAL DREDGING SECTIONS - PONCE DE LEON INLET

PLAN - NEARSHORE PLACEMENT AREA - R-158 TO R-162

PLAN - NEARSHORE PLACEMENT AREA - R-162 TO R-167

GENERAL

GENERAL INTRACOASTAL WATERWAY MAINTENANCE DREDGING PONCE DE LEON INLET MAINTENANCE DREDGING

GENERAL

AG-01 BG-01

CIVIL CIVIL

AC-01

AC-02

AC-03

AC-04

AC-05

AC-06

AC-07

AC-08

BC-04

BC-05

BC-06

AC-09

BC-01

BC-02

BC-03

BG-02CHANNEL CONTROL DATA - IWWAG-02

CHANNEL CONTROL DATA - IWWAG-03

CHANNEL CONTROL DATA - IWWAG-04

CHANNEL CONTROL DATA - IWWAG-05

CROSS SECTIONS - IWW

AC-10 CROSS SECTIONS - IWW

DREDGING PLAN - STA. 54+00 CUT-V-22 TO STA. 14+00 CUT-V-23

DREDGING PLAN - STA. 23+00 CUT-V-23 TO STA. 22+00 CUT-V-24

DREDGING PLAN - STA. 22+00 CUT-V-24 TO STA. 50+00 CUT-V-24

DREDGING PLAN - STA. 97+00 CUT-V-24 TO STA. 13+00 CUT-V-26

DREDGING PLAN - STA. 19+00 CUT-V-27 TO STA. 15+00 CUT-V-28

DREDGING PLAN - STA. 6+00 CUT-V-32 TO STA. 2+00 CUT-V-34

DREDGING PLAN - STA. 4+00 CUT-3A TO STA. 7+00 CUT-5N

NEARSHORE CROSS SECTION - SAPPHIRE RD PIPELINE ROUTEBC-07

DREDGING PLAN - STA. 7+44 CUT-12N TO STA. 17+95+29 CUT-13N

CHANNEL CONTROL DATA - PONCE DE LEON INLET

G-03

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AVOIDANCE AREAAVOIDANCE AREA

STAGING AREA

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M .L .C

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DISCIPLINE DESIGNATOR

PATTERN SYMBOL KEY

TERMS AND ABBREVIATIONS

LEGEND - AIDS TO NAVIGATION

MONUMENT

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

RED LIGHTED BUOY

GREEN LIGHTED BUOY

CAN BUOY

NUN BUOY

PROJECT DEPTH

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

PIPELINE ROUTE

DRAWING SET TABLE OF CONTENTS

INDENTITY SYMBOL KEY REFERENCE SYMBOL KEY

R - RESOURCES

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY

G - GENERAL

LINE SYMBOL KEY - NAVIGATION

FULL SECTION

PARTIAL SECTION

REDUCED TO FIT

DRAWING AREA TITLE

DRAWING AREA TITLE WITH ASYMMETRICAL SCALES

BEACH FILL CROSS SECTION R-76

BEACH FILL PLAN

0 50' 100' 10' 20'0

GRAPHIC SCALES

100' 200'0

GRAPHIC SCALES

C-12

SHEET GRID - ROW AND COLUMN

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

NORTH INDICATOR

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)4255-124

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

LEGEND - BEACH DISPOSAL

AZMITH BEARING

FDEP RANGE MONUMENT WITH

EXISITNG SOIL

UTILITY ZONE

RIPRAP

VERT

USCG

USACE

TYP

TOS

TOL

TOB

STA

RGE

RFI

N.T.S.

NOAA

NAD83

NAVD88

MLW

MLLW

MHW

IWW

INV

HORZ

HWY

FWY

FDOT

FDEP

EOB

ECL

DWG

CBL

BLVD

APPROX

VERTICAL

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

STATION

STREET

SQUARE FEET

RANGE

REQUEST FOR INFORMATION

ROAD

POINT OF INTERSECTION

NOT TO SCALE

NUMBER

NORTH

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1998

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LINEAR FOOT

INTRACOASTAL WATERWAY

IRON PIPE

INVERT

HORIZONTAL

HIGHWAY

FREEWAY

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

NEARSHORE DI

SPOSAL SI

AC-01

AC-02

AC-0

A C -0

A C -08

B C -0

3 P R

O J

E C

T L

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

V O L U S I A C O U N T Y

R A

C O

A S

T A

L W

A T E

R W

A Y

PONCE DE LEON INLET

NEW SMYRNA BEACH

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

G-04

N E

P R

O J E

C T O

V E

R V

GRAPHIC SCALE

8000'4000'04000'

BC-0

GENERAL NOTES:

PROJECT OVERVIEW

SEE DWG. NO. BC-01 FOR PONCE INLET CHANNEL SURVEY NOTES.

5. SEE DWG. NO. AC-01 FOR IWW CHANNEL SURVEY NOTES.

SEE DWG. NO. BG-01 AND BG-02 FOR PONCE INLET CHANNEL CONTROL DATA. BC DWGs. DENOTES PONCE INLET MD.

4. SEE DWG. NO. AG-01 THROUGH AG-05 FOR IWW CHANNEL CONTROL DATA. AC DWGs.DENOTES IWW MD.

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

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

TO THE NORTH AMERICAN DATUM OF 1983 (NAD83(90)). ALL UNITS ARE U.S. SURVEY FEET.

PLANE EAST ZONE COORDINATE SYSTEM AND REFERENCED TO THE 1990 ADJUSTMENT

2. COORDINATES SHOWN ON THESE DRAWINGS ARE BASED ON THE FLORIDA STATE

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

INDIVIDUALS THAT APPEAR ON THESE PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF

OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF

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

NOTE:

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

CUT V-22 STA. 6+50 TO CUT V-22 STA. 23+50

CUT V-22 STA. 58+00 TO CUT V-23 STA. 10+50

CUT V-24 STA. 2+50 TO CUT V-24 STA. 40+00

CUT V-24 STA. 104+00 TO CUT V-25 STA. 5+50

CUT V-27 STA. 20+00 TO CUT V-28 STA. 14+00

CUT V-32 STA. 7+00 TO CUT V-34 STA. 0+00

CUT V-34 STA. 5+00 TO CUT V-35 STA. 6+74.97

CUT-1A STA. 50+00 TO CUT-2A STA. 5+00

CUT-3A STA. 4+00 TO CUT-5N STA. 3+00

AREAS

DREDGE

LOCATION

PONCE INLET TOTALS

IWW TOTALS

INTRACOASTAL WATERWAY

PONCE DE LEON INLET

TOTAL

OVERDEPTH

ALLOWABLE

2-FOOT

PROJECT TOTALS

DATE OF THE SURVEY AND THE COMMENCEMENT OF DREDGING.

QUANTITIES INCLUDE SHOALING EXPECTED TO OCCUR BETWEEN THE

10 CUT-13N STA. 14+00 TO CUT-13N STA. 17+32.79

82,000

16,000

59,000

7,000

51,000

11,000

32,000

8,000

133,000

27,000

91,000

15,000

135,000

23,000

40,000

22,000

9,000

14,000

15,000

12,000

294,000

40,000

68,000

48,000

15,000

60,000

33,000

30,000

159,000

17,000

28,000

26,000

6,000

46,000

18,000

217,000 210,000 427,000

(FT)

DEPTH

CHANNEL

REQUIRED

DEPTH

REQUIRED

FOR

VOLUME

R A

C O

A S

T A

L W

A T E

R W

A Y

SEASHORE

NATIONAL

CANAVERAL

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LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WESTN.T.S.

LOCATION MAP

OF WORK

LOCATION

CANAVERAL

ST AUGUSTINE

GAINESVILLE

FLORIDA

OCEAN

ATLANTIC

BEACH

WEST PALM

FT. LUDERDALE

DAYTONA BEACH

U T

Y Z

O N E A

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

V O L U S I A C O U N T Y

PONCE DE LEON INLET

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

G E

N E

Y Z

O N E B

SOUTH CAUSEWAY

NORTH

CAUSEW

WASHINGTON ST.

LYTLE

AVE.

FLAGLER AVE.

EAST 3RD AVE.

NEW SMYRNA BEACH

G-05

4000'2000'02000'

MUNICIPAL AIRPORT

NEW SMYRNA BEACH

STAGING AREA

CHANNEL

PONCE DE LEON

IWW CHANNEL

2000'1000'01000'

W Y (U .S . H

W Y

BOAT RAMP DRIVE

U T

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O N

E S

S T

A G

G A

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A A

N D

STAGING AREA

SWOOPE POWER PLANT PROPERTY

NEW SMYRNA BEACH UTILITIES

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O N E B

CUT V-36 STA. 6+32 CUT V-36 STA. 18+00

CUT V-31 STA. 6+50 CUT V-31 STA. 29+70

NORTH SOUTH

UTILITY ZONE LIMITS

ZONE

U T

Y Z

O N E A

SOUTH CAUSEWAY

NORTH

CAUSEW

ZONE

WASHINGTON ST.

LYTLE

AVE.

FLAGLER AVE.

EAST 3RD AVE.

NEW SMYRNA BEACH

UTILITY ZONES

THESE RESTRICTIVE ZONES.

UTILITY CROSSINGS FOR INFORMATION CONCERNING

3. SEE SECTION 35 20 23, PARAGRAPH 1.9.2 KNOWN

2. ZONES RUN BANK TO BANK.

AND PROTECTION OF THE UTILITIES LOCATED THEREIN.

ESTABLISHED FOR THE SAFETY OF THE CONTRACTOR

ACTIVE UTILITY CROSSINGS. THESE ZONES HAVE BEEN

1. THE PICTURED UTILITY ZONES CONTAIN MULTIPLE

NOTES

X=672500X=670000

X=677500

X=675000

X=672500

N E

R A

AG-01

800'400'0400'

M A

T C

H L

E S

H E

E T A

G -0

T A

U T -V

-2

M A

T C

H L

E S

H E

E T A

G -0

T A

U T -V

-2

M A

T C

H L

E S

H E

E T A

G -0

T A

U T -V

-2

H A

N N

E L C

O N

T R

O L D

A T

CUT-V-22

CUT-V-23

V R

U T V -2

C U

T V -2

C U

T V -2

C U

T V -2

V L L

V W

C U

T V -2

C U

T V -2

C U

T V -2

C U

T V -2

V W

V L L

V R

VWD 21B

CUT V-22 4+

65.00

VRL 21

V 21

VLL 21

CUT V-22 0+

00.00

CUT V-21 44

+40.06

V W

RGE. 62.5

RGE. 125

RGE. 0

RGE. 62.5

RGE. 125

RGE. 0

PONCE DE LEON CUT

C U

T -1

H A L

A X R

E R

INTRACOASTAL WATERWAY

HALIFAX RIVER

CHANNEL CONTROL POINTS

POINT (Y) NORTHING(X) EASTING

672401.00

672224.95

672050.94

672178.67

672,114.81

672269.11

672170.92

672310.76

672437.61

672,374.19

670363.24

670223.16

670334.32

670,278.74

VWD 23B

VWD 23A

VRL 23

VLL 23

V 23

VWD 22B

VWD 22A

VRL 22

VLL 22

V 22

VWD 21B

VRL 21

VLL 21

V 21

1,727,847.24

1,728,797.90

1,728,274.04

1,728,297.70

1,728,285.87

1,730,631.67

1,731,511.46

1,731,081.85

1,731,096.01

1,731,088.93

1,737,064.65

1,737,494.99

1,737,557.32

1,737,526.16

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

C U

T V -2

C U

T V -2

C U

T V -2

C U

T V -2

RGE.

C U

T V -2

W D

-2

V S

C U

T V -2

RGE. 62.5

RGE. 125

RGE. 0

S E

T T

G B

A S

CUT-V-24

INTRACOASTAL WATERWAY

PONCE DE LEON CUT

CHANNEL CONTROL POINTS

POINT (Y) NORTHING(X) EASTING

VSB 24D

VSB 24C

VSB 24B

VSB 24A

673,963.36

673,986.64

673,831.73

673,675.67

1,724,681.81

1,724,860.58

1,725,174.43

1,725,264.68

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

NOT TO SCALE

KEY PLAN

ATLANTIC OCEAN

AG-01

AG-

01 A

G -0

AG-03

AG-04

AG-

SURVEY CONTROL

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

NS 17

872 1147 1

872 1147 A

17-100

HORIZONTAL AND VERTICAL CONTROL POINT

VERTICAL CONTROL / TIDE CALIBRATION POINT

HORIZONTAL CONTROL.

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

N S1

INDIVIDUAL SURVEY NOTES, AND THE LISTINGS BELOW FOR EXACT DETAILS:

CONTROLLED BY A COMBINATION OF THE MARKS LISTED ABOVE. REFER TO THE

THE SURVEYS (17-104, 17-234 AND 17-100) SHOWN ON THESE PLANS WERE EACH

872 1147 1

872 1147 A

17-104

1,709,999.97

1,726,550 SC

1,719,358.46

1,719,382.21

689,701.35

676,750 SC

683,405.11

683,175.27

NS 17

872 1138 B

872 1147 1

872 1147 A

BBFS24

DM3649

AQ1522

DK6692

9.38

4.18

2.21

2.83

N/A

6.42

4.78

N/A 8 B

872 1138 B

872 1147 1

872 1147 A

17-234

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\Intracoastal Waterway\Atlantic IWW\Dredging\Volusia Co.\Maintenance Dredging FY17\010 - Plans - With Option\01 General\AG-01

W E

P -1

-B -0

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

M .R .2

M .L .C

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T S

R A

C O

A S

T A

L W

A T

E R

W A

Y C

U T V -2

H R

O U

G H C

U T V -3

P O

N C

E D

E L

E O

N I

N L E

T C

U T -1

A T

H R

O U

G H C

U T -5

V O

L U

O U

N T

Y F

L O

O C

T O

B E

O C

T O

B E

Y=1

G E

N E

AG-02

T C

H L

E S

H E E T A

G -0

T A

U T -V -2

M A T

C H

E S

H E E T A

G -0

T A

U T -V -2

E VARIES

E 50RG

E 0

N N

E L C

O N

T R

O L D

A T

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\Intracoastal Waterway\Atlantic IWW\Dredging\Volusia Co.\Maintenance Dredging FY17\010 - Plans - With Option\01 General\AG-02

W E

P -1

-B -0

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

M .R .2

M .L .C

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T S

R A

C O

A S

T A

L W

A T

E R

W A

Y C

U T V -2

H R

O U

G H C

U T V -3

P O

N C

E D

E L

E O

N I

N L E

T C

U T -1

A T

H R

O U

G H C

U T -5

V O

L U

O U

N T

Y F

L O

O C

T O

B E

O C

T O

B E

CUT V-25 CUT V-26

CUT V

-27

CUT V-28

C U T V -2 .0

RGE. 125

RGE. 62.5

RGE. 0

RGE. VARIESRGE. 192.5

RGE. 62.5

RGE. 125

RGE. 0

V L L

R L

C U

T V -2

C U

T V -2

C U

T V -2

C U

T V -2

R L

5 V

V L L

V W

-2

V W

-2

V R

V L L

V W

A V

W D

C U

T V -2

U T V -2

C U

T V -2

C U

T V -2

C U

T V -2

C U

T V -2

C U

T V -2

C U

T V -2

RGE.

RGE. 0

RGE. 62.5

RGE. 125

C U

T V -2

C U T V -2

C U

T V -2

C U

T V -2

V W

D A

V R

V L L

V W

V R

V L L

V W

D B

C U

T-3S

INDIAN RIVER NO

RTH

INTRACOASTAL WATERWAY

PONCE DE LEON CUT

V W

D -2 A

C U

T V -2

C U

T V -2

V W

-2

C U

T V -2

V S

C U

T V -2

C U

T V -2

V S

CHANNEL CONTROL POINTS

POINT (Y) NORTHING(X) EASTING

VWD 28B

VWD 28A

VRL 28

VLL 28

V 28

VWD 27B

VWD 27A

VRL 27

VLL 27

V 27

VWD 26B

VWD 26A

VRL 26

VLL 26

V 26

VSB 26D

VSB 26C

VSB 26B

VSB 26A

VWD 24-25D

VWD 24-25C

VWD 24-25B

VWD 24-25A

VRL 25

VLL 25

V 25

VRL 24

VLL 24

V 24

685,472.84

684,931.18

685,248.17

685,349.27

685,298.72

684,292.65

683,441.95

683,944.62

683,996.76

683,970.69

680,937.80

679,952.16

680,415.35

680,433.27

680,424.31

678,319.61

678,225.50

677,853.10

677,671.49

677,952.48

677,387.02

677,178.88

676,781.80

677,411.56

677,473.57

677,442.56

676,903.54

677,004.32

676,953.93

1,715,380.18

1,716,108.45

1,715,778.26

1,715,853.44

1,715,815.85

1,716,773.56

1,717,124.96

1,717,136.08

1,717,262.26

1,717,199.17

1,717,194.59

1,717,335.34

1,717,058.00

1,717,183.43

1,717,120.71

1,717,850.84

1,718,050.96

1,718,200.01

1,718,123.01

1,717,966.77

1,718,281.19

1,718,459.80

1,718,971.48

1,718,006.48

1,718,117.99

1,718,062.24

1,718,442.41

1,718,520.64

1,718,481.52

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

NOT TO SCALE

KEY PLAN

ATLANTIC OCEAN

AG-01

AG-

01 A

G -0

AG-03

AG-04

AG-

2 1

7 A

2 1

7 1

MATCHLIN

E S

HEET A

G-0

4 S

TA 1

7+0 0 C

UT-V

-33

X=682500

X=685000

X=687500

G E

N E

AG-03

T C

H L

E S

H E

E T A

G -0

T A

U T -V -2

C H

A N

N E

L C

O N

T R

O L D

A T

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\Intracoastal Waterway\Atlantic IWW\Dredging\Volusia Co.\Maintenance Dredging FY17\010 - Plans - With Option\01 General\AG-03

W E

P -1

-B -0

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

M .R .2

M .L .C

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T S

R A

C O

A S

T A

L W

A T

E R

W A

Y C

U T V -2

H R

O U

G H C

U T V -3

P O

N C

E D

E L

E O

N I

N L E

T C

U T -1

A T

H R

O U

G H C

U T -5

V O

L U

O U

N T

Y F

L O

O C

T O

B E

O C

T O

B E

CUT-V-31

V W

-3

C U

T V -3

R G

E . 0

RGE. 0

RGE. 125

C U

T- V -2

CUT-V-3

C U

T V -2

C U

T V -2

C U

T V -3

C U

T V -3

C U

T V -2

V W

V L L

V R

C U

T V -3

C U

T V -3

C U

T V -3

U T V -3

V W

V L L

V R

C U

T -V -32

C U

T V -3

C U

T V -3

C U

T V -3

V W

-3

V L L

V R

CUT

V- +0

CUT

V- 0+

CUT

V- +1

CUT

V- +2

D -3 2C

D -3 2D

VLL

VRL

CUT V

-33

17+ 79.0

VWD 3

V W

D B

RGE. 62

RGE. 12

RGE. 0

RGE. 62.5

R G E. 62.5

R G E. 0

R G E. 125

R G E. -100

R G

E . 6

INDIAN RIVER NORTH

INTRACOASTAL WATERWAY

R G

E . 1

C U

T -V -3

CHANNEL CONTROL POINTS

POINT

VRL 32

VLL 32

V 32

VWD 31-32D

VWD 31-32C

VWD 31-32B

VWD 31-32A

VRL 31

VLL 31

V 31

VWD 30B

VWD 30A

VRL 30

VLL 30

V 30

VWD 29B

VWD 29A

VRL 29

VLL 29

V 29

(X) EASTING (Y) NORTHING

685,522.44

685,584.96

685,553.70

685,031.19

685,579.68

685,991.69

686,262.82

686,201.47

686,320.42

686,260.94

686,559.55

686,562.91

686,615.77

686,741.66

686,678.71

686,501.12

686,195.86

686,443.09

686,564.34

686,503.72

1,708,123.41

1,708,008.07

1,708,065.74

1,708,029.84

1,708,327.25

1,708,755.88

1,709,325.30

1,708,829.83

1,708,773.19

1,708,801.51

1,711,722.00

1,712,630.63

1,712,176.03

1,712,175.56

1,712,175.80

1,713,162.05

1,714,099.13

1,713,661.08

1,713,700.56

1,713,680.82

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

NOT TO SCALE

KEY PLAN

ATLANTIC OCEAN

AG-01

AG-

01 A

G -0

AG-03

AG-04

AG-

T C

H L

E S

H E

E T A

G -0

T A

U T -V

-3

MATCHLINE SHEET AG-03 STA 17+00 CUT V-33

M A

T C

H L

E S

H E

E T A

G -0

T A

U T -V

-3

M A

T C

H L

E S

H E

E T A

G -0

T A

U T -V

-3

X=685000

X=687500

X=690000

X=682500 Y

N E

R A

AG-04

A N

N E

L C

O N

T R

O L D

A T

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\Intracoastal Waterway\Atlantic IWW\Dredging\Volusia Co.\Maintenance Dredging FY17\010 - Plans - With Option\01 General\AG-04

W E

P -1

-B -0

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

M .R .2

M .L .C

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T S

R A

C O

A S

T A

L W

A T

E R

W A

Y C

U T V -2

H R

O U

G H C

U T V -3

P O

N C

E D

E L

E O

N I

N L E

T C

U T -1

A T

H R

O U

G H C

U T -5

V O

L U

O U

N T

Y F

L O

O C

T O

B E

O C

T O

B E

C U

T -V -3

T-V-35

CUT-V-36

CUT-

V-

CUT V-33 17+79.00

CUT V-

34 4

+65 .00

CUT V-

34 0

+00 .00

CUT V-

33 2

2+4

4.65 VWD 33

VRL 33

V 33

VLL 3

C U T V -3 8+

C U T V -3 3+

C U T V -3 0+

C U T V -3

+4 7.

V W

D 4-

V W

D 4-

V R L

C U

T V -3

C U

T V -3

C U

T V -3

V R

V W

-3

C U

T V -3

C U

T V -3

C U

T V -3

C U

T V -3

V W

A V

W D

V R

V L L

C U

T V -3

C U

T V -3

C U

T V -3

C U

T V -3

V W

V L L

V R

V L L

VWD 33A

CUT-V

-38

R G

E . 6

R G

E . 1

R G

E . 0

RGE. 62.5RGE. 0 RGE. 62.5

RGE. 0

RGE. 125

RGE.

.5RGE.

RGE.

INTRACOASTAL WATERWAY

INDIAN RIVER NORTH

CHANNEL CONTROL POINTS

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT (X) EASTING (Y) NORTHING

CHANNEL CONTROL POINTS

POINT (X) EASTING (Y) NORTHING

VWD 34-35C

VWD 34-35B

VWD 34-35A

VRL 34

VLL 34

V 34

VWD 33B

VWD 33A

VRL 33

VLL 33

V 33

682,223.28

682,234.43

682,743.60

682,247.24

682,350.13

682,298.69

683,025.62

683,817.82

683,321.67

683,375.72

683,348.69

1,705,689.84

1,706,409.92

1,707,078.55

1,706,839.55

1,706,761.90

1,706,800.72

1,707,305.51

1,707,671.47

1,707,704.21

1,707,587.26

1,707,645.74

1,701,392.13

1,702,082.59

1,701,758.62

1,701,822.68

1,701,790.65

1,702,978.09

1,703,843.20

1,703,312.12

1,703,369.83

1,703,342.57

1,706,184.03

1,706,173.92

1,706,178.98

684,013.53

683,604.51

683,844.62

683,952.74

683,898.68

683,096.39

682,687.14

682,693.23

682,806.05

682,748.45

681,970.26

682,101.69

682,035.97

VWD 37B

VWD 37A

VRL 37

VLL 37

V 37

VWD 36B

VWD 36A

VRL 36

VLL 36

V 36

VRL 35

VLL 35

V 35

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

V R

8CUT-V-38

C U

T V -3

C U

T V -3

V L L

RGE. 125

RGE. 62.5

RGE. 0

INDIAN RIVER NORTH

INTRACOASTAL WATERWAY CHANNEL CONTROL POINTS

POINT (Y) NORTHING(X) EASTING

VRL 38

VLL 38

V 38

1,691,674.30

1,691,728.11

1,691,701.21

688,492.20

688,605.04

688,548.62

)FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

NOT TO SCALE

KEY PLAN

ATLANTIC OCEAN

AG-01

AG-

01 A

G -0

AG-03

AG-04

AG-

T C

H L

E S

H E

E T A

G -0

T A

U T -V

-3

X=700000

X=697500

X=695000

X=692500

X=690000

X=692500

X=695000

G E

N E

AG-05

T C

H L

E S

H E

E T A

G -0

T A

U T -V -4

M A

T C

H L

E S

H E

E T A

G -0

T A

U T -V

-4

A N

N E

L C

O N

T R

O L D

A T

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\Intracoastal Waterway\Atlantic IWW\Dredging\Volusia Co.\Maintenance Dredging FY17\010 - Plans - With Option\01 General\AG-05

W E

P -1

-B -0

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

M .R .2

M .L .C

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T S

R A

C O

A S

T A

L W

A T

E R

W A

Y C

U T V -2

H R

O U

G H C

U T V -3

P O

N C

E D

E L

E O

N I

N L E

T C

U T -1

A T

H R

O U

G H C

U T -5

V O

L U

O U

N T

Y F

L O

O C

T O

B E

O C

T O

B E

C U

T V -4

U T V -3

CUT-V-39

RGE. 62.5

RGE. 125

RGE. 0

INTRACOASTAL WATERWAY

INDIAN RIVER NORTH

C U

T V -3

C U

T V -4

V W

V R

V W

V L L

CHANNEL CONTROL POINTS

POINT (Y) NORTHING(X) EASTING

VWD 39B

VWD 39A

VRL 39

VLL 39

V 39

694,375.42

693,927.95

694,000.99

694,105.30

694,053.15

1,680,276.64

1,680,932.92

1,680,502.13

1,680,573.25

1,680,537.69

)FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

CUT-V-

CUT-V-41

RGE. 125

RGE. 0

C U

T V -4

U T V -4

C U

T V -4

C U

T V -4

V W

V L L

V R

C U

T V -4

C U

T V -4

C U

T V -4

C U

T V -4

V L L

V R

V W

CUT-V-42

RGE. 62.5

RGE. 12

RGE. 62

RGE. 0

RGE. 125

RGE. 62.5

RGE. 0

C U

T V -4

V W

CHANNEL CONTROL POINTS

POINT (Y) NORTHING(X) EASTING

1,674,169.71

1,674,813.01

1,674,506.18

1,674,556.86

1,674,531.52

1,677,837.01

1,678,404.74

1,678,143.74

1,678,217.67

1,678,180.70

698,331.34

698,047.88

698,222.83

698,337.83

698,280.33

696,323.70

695,911.11

696,148.81

696,250.55

696,199.68

VWD 41B

VWD 41A

VRL 41

VLL 41

V 41

VWD 40B

VWD 40A

VRL 40

VLL 40

V 40

)FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

NOT TO SCALE

KEY PLAN

ATLANTIC OCEAN

AG-01

AG-

01 A

G -0

AG-03

AG-04

AG-

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\Intracoastal Waterway\Atlantic IWW\Dredging\Volusia Co.\Maintenance Dredging FY17\010 - Plans - With Option\02 Civil\AC-01

W E

P -1

-B -0

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

M .R .2

M .L .C

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T S

R A

C O

A S

T A

L W

A T

E R

W A

Y C

U T V -2

H R

O U

G H C

U T V -3

P O

N C

E D

E L

E O

N I

N L E

T C

U T -1

A T

H R

O U

G H C

U T -5

V O

L U

O U

N T

Y F

L O

O C

T O

B E

O C

T O

B E

24.5

23.9

23.9 23.0

21.7 21.6

21.5

21.4

21.2

20.9

20.8 20.5

20.4

20.4 20.3

20.2

20.1

20.0 19.9 19.7 19.7

19.6

19.

19.3

19.

19.2

19.2 19.2

19.

19.1

19.0

18.9

18.

18.8 18.7

18.7

18.

6 18.

18.6

18.6 18.6

18.6

18.5

18.4

18.4 18.4

18.4

18.4 18.4 18.4

18.

18.3

18.3 18.3

18.3

18.

18.2

18.2 18.2

18.1

18.1 18.1

18.

18.0

18.0 18.0

18.0

17.9

17.9 17.9

17.9

17.

17.8

17.

17.7 17.7

17.7

17.

17.6

17.6 17.6

17.6

17.6 17.6

17.6

17.5 17.5

17.5

17.5 17.5

17.4

17.4 17.4

17.4

17.4 17.4

17.4

17.

17.3

17.2

17.

17.1

17.1 17.1

17.1

17.

17.0

16.9

16.

16.8

16.8 16.8

16.7

16.7 16.7

16.7

16.6

16.

16.5

16.5 16.5

16.5 16.

16.4

16.4 16.4

16.4

16.4 16.4

16.4

16.4 16.3

16.3

16.3 16.3

16.3

16.

16.2

16.2 16.2

16.2

16.2 16.2

16.

16.1

16.0

15.9

15.9 15.9

15.

15.8

15.

15.7

15.6

15.

15.5

15.4

15.4 15.4

15.4

15.3

15.3 15.3

15.2

15.2 15.2

15.2

15.1

15.

15.0 15.0

15.0

15.0 15.0

15.0

15.0 15.0

14.9

14.9 14.9

14.8

14.8 14.8

14.8

14.8 14.8

14.7

14.7 14.7

14.7

14.6

14.

14.5

14.4

14.4 14.4

14.4

14.4 14.4

14.3

14.3 14.3

14.3

14.

14.2

14.1

14.

14.0

13.9

13.9 13.9

13.9

13.9 13.9

13.9

13.9 13.9

13.9

13.

13.8

13.8 13.8

13.8

13.7

13.7 13.7

13.7

13.6

13.5

13.4

13.4 13.4

13.4

13.3

13.2

13.2 13.2

13.2

13.

13.1

13.0

12.9 12.9

12.9

12.8

12.

12.7

12.6

12.5

12.5 12.5

12.5

12.

12.4

12.

12.3

12.2

12.1 12.1

12.1

12.

0 12.0

12.0

11.9

11.9 11.9

11.9

11.8

11.8 11.8

11.8

11.8 11.8

11.8

11.8 11.8

11.8

11.

11.7

11.7 11.7

11.7

11.

6 11.6

11.6

11.6 11.6

11.6

11.5

11.5 11.5

11.5

11.

11.4

11.4 11.4

11.3

11.3 11.3

11.3

11.3 11.3

11.3

11.2

11.2 11.2

11.2

11.1

11.0

11.0 11.0 11.0

11.0

10.

10.9

10.9 10.9

10.9

10.9 10.9

10.

10.8

10.7

10.6

10.5

10.5 10.5

10.5

10.5 10.4

10.4

10.4 10.4

10.

10.3

10.2

10.

10.1

10.1 10.1

10.1

10.0

9.9

9.8

9.7

9.7 9.7

9.7

9.6

9.5

9.4

9.3

9.2

9.2 9.2

9.2

9.1

9.1 9.1

9.1

9.0

8.9

8.9 8.9

8.9

8.8

8.8 8.8

8.8

8.7

8.6

8.5

8.4

8.3

8.2

8.1

8.0

8.0 8.0

8.0

7.9

7.8

7.87.8

7.8 7.8

7.7

7.7 7.7 7.7

7.7

7.6

7.5

7.4

7.4 7.4

7.4

7.3

7.3 7.3

7.3

7.2

7.1

7.0

7.0 7.0

6.9

6.8

6.7

6.6

6.5

6.56.5

6.5

6.4

6.3

6.3 6.3 6.3

6.3

6.2

6.1

6.0

6.0 6.0

6.0

5.9

5.9 5.9

5.8

5.8 5.8 5.8

5.85.8

5.7

5.6

5.6 5.6

5.5

5.5 5.5

5.5

5.5 5.5

5.4

5.3

5.2

5.2 5.2

5.1

5.1 5.1

5.1

5.0

4.9 4.9

4.9

4.8

4.7

4.6

4.5

4.3

4.0

3.7

3.5

3.5 3.1

2.9

2.7

2.3

EXISTING SHORELINE

GRAPHIC SCALE

200'100'0100'

CUT V-22

V -2

T A

V -2

T A

V -2

T A

V -2

T A

V -2

T A

V -2

T A

V -2

T A

V -2

T A

S T

A C

U T -V -2

O S

T A C

U T -V

P.I. CUT V-22 STA. 0+00.00

P.I. CUT V-21 STA. 44+40.06

AC-01

D R

E D

G P

L A

PLUS 2-FOOT ALLOWABLE OVERDEPTH

12-FOOT REQUIRED DEPTH

RGE. 125

RGE. 62.5

RGE. 0

RGE. 125

RGE. 62.5

RGE. 0

RANGE VARIES

X =670000

X =671000

X =672000

HALIFAX RIVER

INTRACOASTAL WATERWAY

NOT TO SCALE

KEY PLAN

ATLANTIC OCEAN

AC-0

AC-02

AC-

A C -0

AC-08

A C -0

AC-09

PLANE COORDINATES

AIDS TO NAVIGATION

LT-67 (11/17) 670,418 1,737,559

DBN-68 (11/17) 670,232 1,737,086

DBN-68A (11/17) 670,542 1,736,437

DBN-69 (11/17)

DBN-70 (11/17) 670,816

671,004 1,736,038

1,735,105

"D B

N -6

"L T -6

"D B

N -6

"D B

N -7

"D B

N -6

SURVEY NOTES - IWW

(NGS PID: DM3649)

TIDE STAFF SET FROM "872-1138 B" WAS USED AS A QUALITY CONTROL CHECK

TIDE STAFF SET FROM "872-1147 TIDAL 1" (OPUS/NGS PID: AQ1522)

REFERENCE BASE LOCATED AT "872-1147 TIDAL A" (OPUS/NGS PID: DK6692)

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

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

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

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

A (+) SIGN.

4. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY

"VOLUSIA-BREVARD (W-O_CANAVERALHBR_2016 05 06.KTD".

TIDE DATUM (KTD) MODEL. KTD FILE NAME IS:

(RTK) GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC

3. TIDAL REDUCTIONS WERE OBTAINED UTILIZING A REAL-TIME KINEMATIC

MEAN LOWER LOW WATER (MLLW) OF THE 1983-2001 TIDAL EPOCH.

2. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO NOAA'S REPORTED

1. REFER TO SURVEY NO. 17-234.

SURVEYING, 30 NOV 13.

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

QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS

11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND

THE TIME OF THE SURVEY.

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT

BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

V-23 (PORTION)NOV 2017 SB-3617

V-22, V-23 (PORTION)NOV 2017 SB-3616

V-24, V-25, V-26, V-27NOV 2017 SB-3615

V-32, V-33, V-34, V-35NOV 2017 SB-3614

V-28, V-29, V-30, V-31NOV 2017 SB-3613

CUTDATE OF SURVEY VESSEL

TRANSDUCER. ALL SOUNDINGS SHOWN ARE IN HIGH FREQUENCY.

MODEL 835 WITH A DUAL-FREQUENCY (28/200 KHZ) SINGLE-BEAM

VERTICAL MEASUREMENTS WERE MADE USING A ROSS SMART SOUNDER

NOAA TIDAL STATION 872-1138 USED AS A QUALITY CONTROL CHECK

NOAA TIDAL STATION 872-1147 USED FOR ENTIRE PROJECT

BELOW:

BENCHMARKS ASSOCIATED WITH THE TIDE GAUGE SITES SPECIFIED

USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE

ATMOSPHERIC ADMINISTRATION (NOAA). NOAA'S VDATUM MODEL WAS

EPOCH 1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND

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

C B -I

W W

-V

-1

C B -I

W W

-V

-2

C B -I

W W

-V

-3

C B -I

W W

-V

-4

C B -I

W W

-V

-1

V B -I

W W

M -V

-1

.76 .7

.16 .0

.05 .9

.75 .5

24.2 24.1

24.0

23.8

23.7

23.6

23.5

23.3

23.2

22.9 22.9

22.9

22.8

22.6

22.5

22.4

22.3 22.2 22.2

21.9

21.8

21.6

21.5

21.1

20.8

20.4

20.3 20.2

20.1

20.0

19.8 19.4

19.4

19.1

18.7

18.6 18.4

18.4

18.3

18.1

18.0

17.9 17.9

17.8

17.6

17.5

17.4

17.2

17.1

16.9

16.8

16.7

16.6

16.5

16.4

16.3

16.2

16.1

16.0

15.9

15.8 15.8

15.7

15.6

15.5

15.4

15.3

15.2

15.1

15.0

14.9

14.8

14.7

14.6

14.5

14.5 14.5

14.5

14.5 14.5

14.4

14.3

14.2

14.2 14.2

14.2

14.2 14.2

14.1

14.1 14.1

14.1

14.0

14.0 14.0

14.0

14.0 14.0

14.0

13.9

13.8

13.8 13.8

13.8

13.8 13.8

13.7

13.6

13.6 13.6

13.5

13.5 13.5

13.4

13.3

13.3 13.3

13.2

13.1

13.1 13.1

13.1

13.1 13.1

13.1

13.0

12.9

12.9 12.9

12.9

12.9 12.9

12.8

12.8 12.8

12.8

12.7

12.6

12.5

12.4

12.3

12.2

12.1

12.0

11.9

11.8

11.7

11.6

11.5

11.4

11.3

11.2

11.1

11.0

10.9

10.8

10.7

10.6

10.5

10.4

10.3

10.2

10.1

10.0

9.9

9.9 9.9

9.9

9.9 9.9

9.9

9.8

9.89.8

9.8

9.7 9.7

9.7

9.6

9.59.5

9.5

9.4

9.3

9.3 9.3

9.3

9.2

9.1

9.1 9.1

9.1

9.1 9.1

9.1

9.0

9.0 9.0

8.9

8.9 8.9

8.9

8.9 8.9

8.8

8.78.7

8.7

8.7 8.7

8.7

8.7 8.7

8.7

8.6

8.6 8.6

8.6

8.5

8.4

8.3

8.2

8.1 8.1

8.1

8.0

8.0 8.0

8.0

7.9

7.8

7.7

7.7 7.7

7.7

7.7 7.7

7.7

7.6

7.6 7.6

7.6

7.5

7.5 7.5

7.5

7.5 7.5

7.5

7.4

7.3

7.2

7.2 7.2

7.1

7.0

7.07.0

6.9

6.8

6.7

6.6 6.6

6.6

6.5

6.4

6.2

6.2 6.2

6.1

6.0

5.9

5.8

5.7

5.6

5.6 5.5

5.5

5.3

5.2

5.1

4.9

4.8

4.8 4.8

4.8

4.7

4.54.3

4.2 4.2

4.1

4.0 4.0

3.8

3.7

3.6

3.4

3.3

3.2

3.1

3.0

2.9

2.8

2.8 2.8

2.8

2.7

2.6

2.62.6

2.6

2.5 2.5

2.4

2.3

2.1

2.0

1.9

1.9 1.9

1.8

1.7

1.51.5

1.4

1.4 1.4

1.3

1.2

1.2 1.2

1.1

1.0

0.9

0.9 0.7

0.5

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\Intracoastal Waterway\Atlantic IWW\Dredging\Volusia Co.\Maintenance Dredging FY17\010 - Plans - With Option\02 Civil\AC-02

W E

P -1

-B -0

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

M .R .2

M .L .C

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T S

R A

C O

A S

T A

L W

A T

E R

W A

Y C

U T V -2

H R

O U

G H C

U T V -3

P O

N C

E D

E L

E O

N I

N L E

T C

U T -1

A T

H R

O U

G H C

U T -5

V O

L U

O U

N T

Y F

L O

O C

T O

B E

O C

T O

B E

C B -I

W W

-V

-7

C B -I

W W

V C

-1

C B -I

W W

V C

-2

C B -I

W W

V C

-3

C B -I

W W

V C

-4

C B -I

W W

-V

-1

C B -I

W W

-V

-2

C B -I

W W

-V

-3

C B -I

W W

-V

-2

C B -I

W W

-V

-1

V B -I

W W

M -V

-2

V B -I

W W

M -V

B -1

V B -I

W W

M -V

B -2

V B -I

W W

M -V

B -3

V B -I

W W

M -V

-1

NOT TO SCALE

KEY PLAN

ATLANTIC OCEAN

AC-0

AC-02

AC-

A C -0

AC-08

A C -0

PLANE COORDINATES

AIDS TO NAVIGATION

LT-1 (11/17) 672,416 1,731,266

NUN BUOY-2 (11/17) 672,195 1,730,580

NUN BUOY-2A (11/17) 672,174 1,729,999

CAN BUOY-3 (11/17) 672,597 1,730,097

DBN-72 (11/17) 671,904 1,732,209

N "N

U N B

U O

Y -2

C "C

A N B

U O

Y -3

N "N

U N B

U O

Y -2

"D B

N -7

"L T -1

EXISTING SHORELINE

CUT-V

-22

CUT-V-23

P.I. CUT V-23 STA. 0+00.00

P.I CUT V-22 STA. 67+69.70

V -2

T A

V -2

T A

V -2

T A

V -2

T A

V -2

T A

V -2

T A

V -2

T A

HALIFAX RIV

INTRACOASTAL WATERWAY

H A

A X R

E R

C U

T -1

PONCE DE LEON CUT

INTRACOASTAL WATERWAY

AC-02

V -2

T A

D R

E D

G P

L A

S T

A C

U T -V -2

O S

T A C

U T -V

PLUS 2-FOOT ALLOWABLE OVERDEPTH

12-FOOT REQUIRED DEPTH

RGE. 125

RGE. 62.5

RGE. 0

RANGE VARIES

RGE. 1

RGE. 6

2.5

RGE. 0

P.I. CUT-13N STA. 17+95.29

P.I CUT V-23 STA. 6+29.19

X =672000 X =672000

X =673000 X =673000

01 57 25 FOR FURTHER INFORMATION.

MORE STRINGENT TURBIDITY CONTROL. SEE SECTION

V-23 AND STA.109+33.54 OF CUT V-24 ARE SUBJECT TO

DREDGING OPERATIONS BETWEEN STA. 0+00 OF CUT

CREEK SPECIAL WATERS" AQUATIC PRESERVE.

IWW CUTS V-23 AND V-24 LIE WITHIN THE "SPRUCE

NOTE:

AC-09

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\Intracoastal Waterway\Atlantic IWW\Dredging\Volusia Co.\Maintenance Dredging FY17\010 - Plans - With Option\02 Civil\AC-03

W E

P -1

-B -0

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

M .R .2

M .L .C

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T S

R A

C O

A S

T A

L W

A T

E R

W A

Y C

U T V -2

H R

O U

G H C

U T V -3

P O

N C

E D

E L

E O

N I

N L E

T C

U T -1

A T

H R

O U

G H C

U T -5

V O

L U

O U

N T

Y F

L O

O C

T O

B E

O C

T O

B E

18.5

18.5 18.3

18.2

18.1 18.0

18.0

17.9

17.8

17.8 17.7

17.6

17.6 17.6

17.5

17.4

17.3

17.2

17.1

17.0

17.0 17.0

16.9

16.8

16.7

16.7 16.6

16.6

16.5

16.4

16.4 16.4

16.4

16.3

16.3 16.3

16.3

16.3 16.2

16.2

16.1

16.0

16.0 15.9

15.9

15.8

15.7

15.6

15.5

15.4

15.3

15.3 15.3

15.3

15.2

15.2 15.2

15.2

15.1

15.0

14.9

14.8

14.7 14.6

14.6

14.5

14.4

14.3

14.3 14.3

14.2

14.1

14.0

13.9

13.9 13.9

13.9

13.8

13.7 13.7

13.7

13.6

13.6 13.6

13.6

13.5 13.5

13.5

13.4 13.4 13.4

13.4

13.4 13.4

13.4

13.3

13.3 13.3

13.3

13.2

13.1

13.1 13.1

13.1

13.1 13.1

13.0

12.9

12.9 12.9

12.9

12.8

12.8 12.8

12.7

12.6

12.6 12.6 12.6

12.6

12.6 12.6

12.6

12.5 12.5

12.5

12.4

12.3

12.2

12.2 12.2

12.2

12.2 12.2

12.2

12.1

12.1 12.1

12.1

12.0

12.0 12.0

12.0

11.9

11.9 11.9

11.9

11.9 11.9

11.9

11.9 11.8

11.8

11.7

11.7 11.7

11.6

11.6 11.6

11.5 11.5

11.5

11.4

11.3

11.3 11.3

11.3

11.2

11.1

11.0

10.9

10.8

10.8 10.8

10.8

10.7

10.7 10.7

10.7

10.6

10.6 10.6

10.6

10.6 10.6

10.6

10.5

10.5 10.5 10.5

10.5

10.5 10.5 10.5 10.5

10.5 10.5

10.5

10.4

10.4 10.4

10.4

10.4 10.4

10.4

10.3

10.3 10.3

10.3

10.3 10.3

10.3

10.2

10.1

10.1 10.1

10.0

10.0 10.0

10.0

9.9

9.9 9.9

9.9

9.99.9

9.9

9.9 9.9

9.8 9.8

9.8

9.8 9.8

9.8

9.7

9.6 9.6

9.6

9.5

9.5 9.5

9.4

9.4 9.4

9.3

9.3 9.39.3

9.2

9.2 9.2

9.2

9.1

9.0

9.0 9.0

9.0

8.9

8.9 8.9

8.9

8.8

8.8 8.8

8.8

8.7

8.6

8.5

8.4

8.3

8.2

8.1

8.0

7.9

7.8

7.7

7.6

7.5

7.4

7.3

7.2

7.1

7.0

6.9

6.8

6.7

6.6

6.5

6.4

6.3

6.3 6.2

6.2

6.2 6.2

6.1

6.1 6.1

6.0

5.9 5.9

5.9

5.8

5.85.8 5.8

5.7

5.7 5.7

5.6

5.5

5.4

5.3

5.2

5.0

4.9

4.9 4.8

4.8

4.7

4.6

4.5

4.4 4.4

4.3

4.2 4.2 4.2

4.1

4.1 4.1

4.0 4.0

3.9

3.8

3.8 3.8

3.8

3.7

3.6

3.6 3.6

3.5

3.4

3.3

3.2

3.1

3.0

2.9

2.8

2.7

2.6

2.52.5

2.5

2.4

2.3

2.2

2.1

2.0

1.9

1.8

1.81.8

1.7

1.6

1.5

1.4

1.3

1.31.3

1.3

1.2

1.1

1.0

0.9

0.8

0.7

0.6

0.5

0.4

0.3

0.2

+0.1

NOT TO SCALE

KEY PLAN

ATLANTIC OCEAN

AC-0

AC-02

AC-

A C -0

AC-08

A C -0

PLANE COORDINATES

AIDS TO NAVIGATION

LT-4 (11/17) 672,059 1,728,350

672,255 1,727,691DBN-6 (11/17)

"D B

N -6

"L T -4

EXISTING SHORELINE

C B -I

W W

-V

-4

C B -I

W W

-V

-1

C B -I

W W

-V

-2

C B -I

W W

-V

-3

C B -I

W W

-V

-2

G S -I

W W

M -V

-1

CUT-V-24

T-V-23

P.I. CUT V-24 STA. 0+00.00

P.I CUT V-23 STA. 28+15.03

-2 S

T A

V -2

T A

V -2

T A

V -2

T A

V -2

T A

V -2

T A

PONCE DE LEON CUT

INTRACOASTAL WATERWAY

GRAPHIC SCALE

AC-03

M A

T C

H L

E S

H E

E T A

C -0

-2 S

T A

D R

E D

G P

L A

S T

A C

U T -V -2

O S

T A C

U T -V

RGE. 125

RGE. 62.5

RGE. 0

RGE. 125

RGE. 62.5

RGE. 0

RANGE VARIES

X =671000

X =672000

X =673000

X =674000

NOTE:

01 57 25 FOR FURTHER INFORMATION.

MORE STRINGENT TURBIDITY CONTROL. SEE SECTION

V-23 AND STA.109+33.54 OF CUT V-24 ARE SUBJECT TO

DREDGING OPERATIONS BETWEEN STA. 0+00 OF CUT

CREEK SPECIAL WATERS" AQUATIC PRESERVE.

IWW CUTS V-23 AND V-24 LIE WITHIN THE "SPRUCE

AC-09

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\Intracoastal Waterway\Atlantic IWW\Dredging\Volusia Co.\Maintenance Dredging FY17\010 - Plans - With Option\02 Civil\AC-04

W E

P -1

-B -0

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

M .R .2

M .L .C

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T S

R A

C O

A S

T A

L W

A T

E R

W A

Y C

U T V -2

H R

O U

G H C

U T V -3

P O

N C

E D

E L

E O

N I

N L E

T C

U T -1

A T

H R

O U

G H C

U T -5

V O

L U

O U

N T

Y F

L O

O C

T O

B E

O C

T O

B E

NOT TO SCALE

KEY PLAN

ATLANTIC OCEAN

AC-0

AC-02

AC-

A C -0

AC-08

A C -0

15.3

15.2

15.1

15.0

14.9

14.9 14.9

14.8

14.7

14.6

14.6 14.6

14.6

14.5 14.5

14.5

14.5 14.5

14.5

14.4

14.4 14.4

14.3 14.3

14.3

14.3 14.3

14.3

14.2

14.2 14.2

14.2

14.2 14.2

14.2

14.1

14.1 14.1

14.1

14.1 14.1

14.1

14.0

13.9 13.9

13.9

13.8 13.8

13.8

13.8 13.8

13.8

13.7 13.7

13.7

13.6 13.6

13.6

13.6 13.6

13.6

13.6 13.6

13.6

13.5

13.5 13.5 13.5

13.4 13.4

13.4

13.3

13.2

13.1

13.1 13.1

13.0

13.0 13.0

13.0

12.9 12.9

12.9

12.9 12.9

12.9

12.8

12.8 12.8

12.8

12.7 12.7

12.7

12.7 12.7

12.7

12.6

12.5

12.5 12.5

12.5

12.5 12.5

12.5

12.4

12.4 12.4

12.4

12.3

12.3 12.3

12.3

12.3 12.3

12.2 12.2

12.2

12.1

12.1 12.1

12.1

12.0

12.0 12.0

12.0

11.9

11.9 11.9

11.9

11.9 11.9

11.8

11.8 11.8

11.8

11.8 11.8

11.7 11.7

11.7

11.7 11.6

11.6

11.5 11.5

11.5

11.4 11.4

11.4

11.4 11.4

11.3

11.3 11.3 11.3

11.3

11.2 11.2

11.2

11.1

11.1 11.1

11.1

11.1 11.1

11.1

11.0

10.9

10.9 10.9

10.8

10.7

10.7 10.7

10.7 10.6

10.6

10.6 10.6

10.6 10.6 10.6

10.6

10.5

10.5 10.5

10.5

10.4 10.4

10.4

10.3

10.3 10.3

10.3

10.2

10.2 10.2

10.2

10.2 10.1

10.1

10.1 10.1

10.1

10.1 10.1

10.1

10.0 10.0

10.0

10.0 10.0

9.9

9.99.9

9.9

9.8 9.8

9.8

9.89.7

9.7

9.6 9.6

9.6

9.69.6

9.6

9.5

9.5 9.5

9.5

9.5 9.5

9.5

9.5 9.4

9.4 9.4

9.4

9.3

9.3 9.3

9.3

9.3 9.3

9.2

9.29.1

9.1 9.1

9.1

9.0 9.0

9.0

9.0 9.0 9.0

8.9

8.8 8.8

8.8

8.8 8.8

8.8

8.8 8.8

8.8

8.8 8.8

8.7

8.6

8.5

8.5 8.5

8.5

8.4

8.3

8.3 8.3

8.3

8.2 8.2

8.2

8.2 8.2

8.1

8.1 8.1

8.1

8.1 8.1

8.1

8.1 8.1

8.0 8.0

8.0

7.9

7.9 7.9

7.8

7.7

7.6

7.5

7.5 7.5

7.5

7.5 7.5

7.4

7.4 7.4

7.3

7.3 7.3

7.2

7.2 7.1

7.1

7.0

7.0 7.0

7.0

7.0 7.0

6.9

6.9 6.9

6.9

6.8

6.8 6.8

6.8

6.7

6.7 6.7

6.7

6.6

6.6 6.6

6.5

6.4

6.3 6.3

6.3

6.3 6.3

6.3

6.2

6.1 6.1

6.1

6.0

6.0 6.0 6.0

6.0 6.0

6.0

5.9

5.9 5.9 5.9

5.9

5.9 5.9

5.8

5.7

5.7 5.7

5.7 5.6

5.6 5.6

5.5

5.5 5.5

5.5

5.4

5.3

5.3 5.3

5.35.2

5.2

5.1

5.0

5.05.0 5.0

5.0

4.9

4.8

4.84.8

4.8 4.8

4.8

4.7 4.7

4.7

4.6

4.5

4.5 4.5

4.5

4.5 4.4

4.3 4.3

4.3

4.3 4.3

4.2

4.2 4.1 4.1

4.0 4.0

4.0

4.0 4.03.9

3.8 3.7

3.7 3.6

3.6

3.6 3.6

3.6 3.6 3.6

3.5 3.5 3.4 3.4

3.4

3.3

2.8 2.7

2.2 2.2

C B -I

W W

-V

-3

C B -I

W W

-V

-5

C B -I

W W

-V

-1

G S -I

W W

M -V

-2

V B -I

W W

M -V

B -1

C B -I

W W

-V

-4

GRAPHIC SCALE

CUT-V-24

-2

T A

V -2

T A

V -2

T A

V -2

T A

V -2

T A

EXISTING SHORELINE

PONCE DE LEON CUT

INTRACOASTAL WATERWAY

AC-04

M A

T C

H L

E S

H E

E T A

C -0

U T V

-2 S

T A

D R

E D

G P

L A

S T

A C

U T -V -2

O S

T A C

U T -V

RGE. 125

RGE. 62.5

RGE. 0

RGE. 225

RGE. 125

RGE. 62.5

RGE. 0

-I

W W

V C

M D

-A

C -0

G N

X =673000

X =674000

X =675000

S T

SETTLING BASIN

01 57 25 FOR FURTHER INFORMATION.

MORE STRINGENT TURBIDITY CONTROL. SEE SECTION

V-23 AND STA.109+33.54 OF CUT V-24 ARE SUBJECT TO

DREDGING OPERATIONS BETWEEN STA. 0+00 OF CUT

CREEK SPECIAL WATERS" AQUATIC PRESERVE.

IWW CUTS V-23 AND V-24 LIE WITHIN THE "SPRUCE

NOTE:

AC-09

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\Intracoastal Waterway\Atlantic IWW\Dredging\Volusia Co.\Maintenance Dredging FY17\010 - Plans - With Option\02 Civil\AC-05

W E

P -1

-B -0

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

M .R .2

M .L .C

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T S

R A

C O

A S

T A

L W

A T

E R

W A

Y C

U T V -2

H R

O U

G H C

U T V -3

P O

N C

E D

E L

E O

N I

N L E

T C

U T -1

A T

H R

O U

G H C

U T -5

V O

L U

O U

N T

Y F

L O

O C

T O

B E

O C

T O

B E

NOT TO SCALE

KEY PLAN

ATLANTIC OCEAN

AC-0

AC-02

AC-

A C -0

AC-08

A C -0

PLANE COORDINATES

AIDS TO NAVIGATION

677,016 1,718,159LT-10 (11/17)

"DBN-1

"LT

-10

A C -1

31.3

30.0

29.5

29.3

28.9

28.3

28.2

27.6

26.5

26.3

26.1

26.0

25.9

24.7

24.6

24.0

23.8

23.4

21.8

21.6 20.9

20.6

20.2

19.8

19.7

19.6

19.4

19.3

19.1

19.0

18.8

18.7

18.6

18.5

18.5 18.4

18.3

18.3 18.3

18.3

18.2 18.2

18.1

18.0

17.9 17.9

17.8

17.7

17.6

17.5

17.4 17.3

17.3 17.3

17.3

17.2

17.1

17.0

16.9

16.8

16.7

16.7 16.6

16.6 16.6

16.4

16.3

16.1

16.1 16.1

16.0

15.9

15.8

15.8 15.8

15.8

15.8 15.7

15.7

15.6

15.5

15.4

15.3

15.2

15.2 15.1

15.1

15.0

14.9

14.8 14.8

14.8

14.7 14.7

14.7

14.6

14.5

14.4

14.3

14.2

14.1

14.1 14.1 14.1

14.1

14.0

14.0 14.0

13.9

13.9 13.9 13.9

13.9 13.9

13.9

13.8

13.8 13.8

13.8

13.8 13.8

13.8

13.8 13.8

13.7

13.7 13.7

13.7

13.7 13.7

13.7

13.7 13.7

13.7

13.6

13.6 13.6

13.6

13.5 13.5

13.5

13.5 13.5

13.5

13.4 13.4

13.4

13.4 13.4

13.4

13.4 13.4

13.4

13.4 13.4

13.3

13.2

13.1

13.1 13.1

13.0

13.0 13.0

13.0

13.0 13.0

13.0

12.9

12.9 12.9

12.8

12.8 12.8

12.8

12.8 12.8 12.8

12.8

12.8 12.8

12.7 12.7

12.7

12.7 12.7

12.7

12.7 12.7

12.6

12.6 12.6

12.6

12.5

12.5 12.5

12.5

12.5 12.5

12.5

12.4

12.4 12.4

12.4

12.4 12.4

12.4

12.3

12.2

12.1 12.1

12.1

12.1 12.1

12.1

12.0

11.9

11.8

11.7

11.7 11.7

11.7

11.6

11.5

11.4

11.3

11.2

11.1

11.0

10.9

10.8

10.8 10.8

10.8

10.7

10.6

10.6 10.6

10.6

10.5

10.4

10.3

10.2

10.2 10.2

10.2

10.1

10.1 10.1

10.1

10.0

9.9

9.8 9.8

9.8

9.8 9.8

9.8

9.8 9.8

9.7

9.6

9.5

9.5 9.5

9.5

9.4

9.3

9.2 9.2

9.2

9.29.1

9.1

9.0

9.0 9.0

8.9

8.8

8.7

8.7 8.7

8.7

8.6

8.5

8.4

8.4 8.4

8.4

8.3

8…

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