131245_127208_KBIC_MCT_FY18_20171031.pdf

PDF 23 MB Posted Nov 3, 2017

Attached to: U. S. Navy Submarine Base, Kings Bay, Camden County, Georgia (44, 45 and 47 Foot Project) & Marine Corps Support Facility Blount Island, Duval County, Florida (38-Foot Project)
Solicitation number: W912EP17B0011
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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W912EP17B0011 Plans

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File	Type	Posted
W912EP17B0011_Abstract.pdf	PDF	Dec 6, 2017
W912EP17B0011_Amendment_0002.pdf	PDF	Nov 20, 2017
W912EP-17-B-0011_KBIC_BI_2018_Site_Visit_Register.pdf	PDF	Nov 20, 2017
17B0011Volume2Specs.pdf	PDF	Nov 3, 2017
17B0011Volume1Specs.PDF	PDF	Nov 3, 2017

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Lower of Engineers

US Army Corps

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

V E

"INCREASE PROFIT -- SUBMIT VECP'S"

TO ACCOMPANY SOLICITATION

$AFETY PAY$

In Many Ways!

Jacksonville District

P ro du ct iv ity

In cr ea se d

Quality

Increased

KINGS BAY

U.S. NAVY SUBMARINE BASE

PLANS FOR

BLOUNT ISLAND

MARINE CORPS SUPPORT FACILITY

DUVAL COUNTY, FLORIDACAMDEN COUNTY, GEORGIA

MAINTENANCE DREDGING PROJECTS

131245-KBIC16-GI001cover.dgn

44, 45, AND 47-FOOT PROJECT 38-FOOT PROJECT

W912EP-17-B-0011NO.

SHEET TITLESHEET ID

CIVIL

G-02

G E

N E

R A

E X T

O D

R A

G S

INDEX TO DRAWINGS

SHEET TITLESHEET ID

GENERAL

G-01

G-02

G-03

COVER SHEET

INDEX TO DRAWINGS

PROJECT OVERVIEW - COMBINED

SHEET TITLESHEET ID

AG-01

GENERAL

CIVIL

BG-01

BG-02

BC-01

BC-02

BC-03

BC-04

AC-01

AC-02

AC-03

AC-04

AC-05

AC-06

AC-07

AC-08

AC-09

AC-10

AG-02

MCT PROJECT OVERVIEW

MCT CHANNEL CONTROL DATA

KBIC PROJECT OVERVIEW

KBIC CONTROL DATA - INNER CHANNEL

KBIC DREDGING PLAN - STA. 41+900 TO STA. 48+242, EHB & RFW

KBIC DREDGING PLAN - STA. 36+650 TO STA. 41+900, EHB & SS-N

KBIC DREDGING PLAN - STA. 30+000 TO STA. 36+650, MSF & SS-S

KBIC DREDGING PLAN - EHW AND INSETS 1, 2, & 3

KBIC DREDGING PLAN - PORT SECURITY BARRIER MOORING AREA

BC-05

KBIC MAINTENANCE DREDGING MCT MAINTENANCE DREDGING

KBIC TYPICAL DREDGING SECTIONS

MCT DREDGING PLAN - STA. 00+00 TO STA. 27+00

MCT DREDGING PLAN - STA. 27+00 TO STA. 56+09.1

MCT TYPICAL DREDGING SECTIONS

-K

-G

I0 in d e x .d g n

MCT DISPOSAL PLAN - DAYSON ISLAND - D/A-D

MCT DISPOSAL CROSS SECTIONS - D/A-D

AR-01 KBIC MOORING ASSEMBLY

RESOURCE

KBIC DREDGING PLAN - SITE SIX SOUTH & REFIT WHARVES

KBIC DISPOSAL PLAN - D/A-C

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

C O

R P

S O

F E

N G

E E

R S

DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

V .M .B

J .E .B

G S B

A Y

P L

A N

S F

O R

M A

T E

N A

N C

E D

R E

D G

G P

R O J

E C

T S

M A

E C

O R

P S S

U P

P O

R T F

A C

Y U .S

N A

V Y S

U B

M A

E B

A S

A M

D E

N C

O U

N T

G E

O R

N D

-F

O O

T P

R O J

E C

B L

O U

N T I S

L A

N D

D U

V A

L C

O U

N T

Y F

L O

-F

O O

T P

R O J

E C

W E P -1

-B -0

A U

G U

S T

NGS

BAY

PROJECT GENERAL NOTES

5. SEE SPECIFICATION 01 11 00 FOR SECURITY REQUIREMENTS.

4. SHEETS WITH 'B' IN DRAWING NUMBER INDICATE MCT.

3. SHEETS WITH 'A' IN DRAWING NUMBER INDICATE KBIC.

PERFORMANCE OF CONSTRUCTION OF THIS PROJECT.

FEATURES DETERMINED TO BE NECESSARY FOR OR AFFECT THE

SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH

BY SURVEY UNLESS OTHERWISE INDICATED. THE CONTRACTOR

ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED

2. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS

AS REQUIRED BY ER 1110-1-8152.

PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR EMPLOYMENT

REGISTRATION DESIGNATIONS OF INDIVIDUALS THAT APPEAR ON THESE

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

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

V .M .B

J .E .B

G S B

A Y

P L

A N

S F

O R

M A

T E

N A

N C

E D

R E

D G

G P

R O J

E C

T S

M A

E C

O R

P S S

U P

P O

R T F

A C

Y U .S

N A

V Y S

U B

M A

E B

A S

A M

D E

N C

O U

N T

G E

O R

N D

-F

O O

T P

R O J

E C

B L

O U

N T I S

L A

N D

D U

V A

L C

O U

N T

Y F

L O

-F

O O

T P

R O J

E C

W E P -1

-B -0

A U

G U

S T

STATE BOUNDARY LINE

GEORGIA / FLORIDA

ATLANTA

VALDOSTA

SAVANNAH

MACON

AUGUSTA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

TAMPA

N.T.S.

CANAVERAL

ST AUGUSTINE

GAINESVILLE

GULF OF MEXICO

ATLANTIC OCEAN

CHARLESTON

LOCATION

KBIC PROJECT

LOCATION

MCT PROJECT

PROJECT LOCATIONS

FLORIDA

GEORGIA

ALABAMA

CAROLINA

SOUTH

ELEVATION (FEET)

NAVD88

P.I.

NORTH AMERICAN VERTICAL DATUM OF 1988

POINT OF INTERSECTION

NAD83 NORTH AMERICAN DATUM OF 1983

EL. / ELEV.

DWG. DRAWING

APPROX. APPROXIMATE

HORIZ.

N.T.S.

CENTERLINE

STA. STATION

CONC. CONCRETE

FT. FOOT / FEET

U.S. COAST GUARD

TYP. TYPICAL

USACE U.S. ARMY CORPS OF ENGINEERS

N/A NOT APPLICABLE

HORIZONTAL

MAXIMUM

MINIMUM

MEAN LOWER LOW WATER

MAGNETIC SILENCING FACILITY

SITE SIX - NORTH

SITE SIX - SOUTH

RGE. RANGE - (USED ONLY FOR ENTRANCE CHANNEL)

S. SOUTH

N. NORTH

MAX.

MIN.

MLLW

MSF

NAVSUBASE KINGS BAY NAVY SUB BASE

NOT TO SCALE

POC POINT OF CONTACT

RFW REFIT WHARVES

ABBREVIATIONS

KBIC

MCT

KINGS BAY INNER CHANNEL

MARINE CORPS TERMINAL

G-03

USCG

COR CONTRACTING OFFICER'S REPRESENTATIVE

EHB EXPLOSIVE HANDLING BASIN

U S

VERT VERTICAL

RBL RED BOUY LIGHT

GBL GREEN BOUY LIGHT

CY CUBIC YARD

A M

E L

E R

FT. GEORGE INLET

ST JOHNS RIVER ENTRANCE CHANNEL

ST. JOHNS RIVER

MAYPORT

STATION

NAVAL

(S R . 105)

ISLAND

BLOUNT

(S R . 1

BEACH

ATLANTIC

HISTORICAL PRESERVE

ECOLOGICAL AND

TIMUCAUN

ISLAND

LITTLE TALBOT

JACKSONVILLE

CITY

ST.

HNS

VER

NASSAU SOUND

TRAIL (S.R. 200)

BUCCANEER

U .S . 17

YULEE

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

ISLAND

AMELIA

FERNADINA BEACH

ST. MARYS

NAVAL STATION KINGS BAY

ST. MARYS ENTRANCE

ST. MARYS RIVER

C U

M B E

R L A

N D R

E R

C U

M B

E R

L A

N D I S

L A

N D

C H

A R

H S

H W

LAUREL ISLAND

P K

W Y

KINGSLAND

U S

C. R.

4 0

I N T E R S T A T E

U S

S. R. 9 A

SHEET BG-01

SHEET AG-01

G E O R G I A

S T A T E O F

F L O R I D A

S T A T E O F

C A M D E N C O U N T Y

N A S S A U C O U N T Y

D U V A L C O U N T Y

SBB SMALL BOAT BASIN

EHW

SS-N

SS-S

GRAPHIC SCALE

12,000'6,000'06,000'

BLOUNT ISLAND

MARINE CORPS SUPPORT FACILITY

KINGS BAY

U.S. NAVY SUBMARINE BASE

G E

N E

R A

-K

-G

I0 o v e rv ie w .d g n

P R

O J

E C

T O

V E

R V

W C

O M

E D

DREDGE MATERIAL PLACEMENT FACILITYDMPF

EXPLOSIVE HANDLING WHARVES

D/A-C DISPOSAL AREA CRAB ISLAND

HECKSCHER DR.

GROIN FIELD

FORT CLINCH

STATE LINE (TYP.)

REFIT WHARVES

SMALL BOAT BASIN

SITE SIX - NORTH

SITE SIX - SOUTH

DREDGING EXCLUSION ZONE

MAGNETIC SILENCING FACILITY - NORTH

EXPLOSIVE HANDLING BASIN

EXPLOSIVE HANDLING WHARVES

MOORING AREA

PORT SECURITY BARRIER

Y= 270,000

Y= 260,000

Y= 280,000

Y= 290,000

Y= 300,000

Y= 275,000

Y= 265,000

Y= 285,000

Y= 295,000

Y= 255,000

JOLLY RIVER

ST. M

ARYS RI

VER

P O

T P

E T E

R C

R E

E K

ST. MARYS RIVER

R A

N G E -I

R A N G E -H

R A N G E -F

RANGE-G

R A

N G

E -E

R A

N G

E -D

R A

N G

E -C

R A

N G

E -B

R A

N G

E -A

RANGE-A1

RANGE-A

KINGS BAY ENTRANCE CHANNEL

L C

R E E

C U

M B E

R L A

N D S

O U

N D

A N

G E -I

KBIC PROJECT SITE

PROJECT CHANNEL

AIDS TO NAVIGATION

ELEVATION AND LOCATION49.5

PIPELINE ROUTE

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

UPLAND DISPOSAL AREA

DREDGING EXCLUSION ZONE

O C E A N

A T L A N T I C

KBIC GENERAL NOTES:

IN THE DIRECTION OF ARROW

MONUMENT FALLS OFF THE PAGE

-K

-G

I1 P

L N .d g n

C U

M B

E R

L A

N D S

O U

N D

E R C

R E E K

P R

O J E

C T L

G S B

A Y

N E R

C H

A N

N E L

STA 3

RANGE-E

N A S S A U C O U N T Y

C A M D E N C O U N T Y

G E O R G I A

F L O R I D A

N A V A L S T A T I O N K I N G S B A Y

CUMBERLAND ISLAND

ISLAND

STAFFORD

CLINCH

FORT

KBIC LEGEND

ISLAND

TIGER

ISLAND

POINT

DRUM

CONTROL POINT

VERTICAL / TIDAL CALIBRATION

GRASS OR MARSH AREA

NOTE:

TOTAL:

(FT)

DEPTH

REQUIRED

(CY)

DEPTH

REQUIRED

(CY)

OVERDEPTH

ALLOWABLE

YARDS

CUBIC

TOTAL

47 & 45 300,000

70,000

OPTION B

OPTION C

KBIC ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

47 & 44

OPTION A

BASE

CHANNEL LOCATION

SEGMENT

CHANNEL STATIONING

BEGIN END

36+850 38+800

48+17543+300

39+141

39+141 43+300

MSF NORTH

RANGE-E TO -G

AND

RANGE-G TO -H

AND

EHB

SITE SIX

NORTH

RANGE-H TO -I

EHW

REFIT

WHARVES

48+175

36+54834+233.1

31+800

41+420 43+320

150,000 450,000

105,000 255,000

40,000 55,000

15,000 25,000

65,000

38,000

1,298,000

OPTION H 34+233.1 48+175 47, 46 & 45

OPTION F

PORT SECURITY

MOORING AREA 46+100

AREA

DISPOSAL

DESIGNATED

D/A-C

DRYDOCK SILL

& MOORING

N/A N/A 46 D/A-COPTION D N/A* N/A*

2ND DREDGING:

SSS & ARDM YOKE,

SITE SIX SOUTH

& ARDM YOKE

SILL & MOORING

EHW,

REFIT WHARVES,

N/A*

165,000

300,000

50,000

150,000

20,000

15,000

30,000 10,000

10,000

26,000 12,000

45,000 20,000

761,000 537,000*OPTION D IS LUMP SUM; OPTION E IS DESCRIBED IN SPECS.

45+850

AND LOCATION

VIBRACORE DESIGNATION

135,000

VB-KBIC

47+393.6

CB-KBIC

CORE BORING

SIDE SLOPE DREDGING AREA

DISPOSAL AREA D/A-C

CRAB ISLAND

D/A-C

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

MERCATOR PROJECTION FOR THE EAST ZONE OF GEORGIA AND

MEASURED IN US SURVEY FEET AND BASED ON THE TRANSVERSE

1. ALL HORIZONTAL COORDINATES SHOWN ON KBIC PLANS ARE

QUANTITIES AT TIME OF DREDGING WILL VARY.

1. REQUIRED DEPTH AND 2-FOOT ALLOWABLE OVERDEPTH QUANTITIES BASED UPON ANTICIPATED SHOALING.

AND

UTB

40,000

AREA TO BE DREDGED*

*SHADES OF GRAY VARY FOR BETTER DISTINCTION BETWEEN AREAS

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

V .M .B

J .E .B

G S B

A Y

P L

A N

S F

O R

M A

T E

N A

N C

E D

R E

D G

G P

R O J

E C

T S

M A

E C

O R

P S S

U P

P O

R T F

A C

Y U .S

N A

V Y S

U B

M A

E B

A S

A M

D E

N C

O U

N T

G E

O R

N D

-F

O O

T P

R O J

E C

B L

O U

N T I S

L A

N D

D U

V A

L C

O U

N T

Y F

L O

-F

O O

T P

R O J

E C

W E P -1

-B -0

A U

G U

S T

AG-01

GRAPHIC SCALE

3,000'1,500'01,500'

G E

N E

R A

K B

R O J

E C

T O

V E

R V

GRAPHIC SCALE

-K

-G

C D

P .d g n

BR04

BR01

RS09

RS14

SB02

SB01

LS14

HB04

HB03

HB02

HB01

SS01

SS02

MS01

BR03

BR02

SS03

LS10

LS11

LS15

LS16

LS17

MS02

RS10

RS11

RS12

RS13

LS12

LS13

LS18

LS19

REFIT WHARVES

PORT SECURITY BARRIER MOORING AREA

SMALL BOAT BASIN

SITE SIX

MAGNETIC SILENCING FACILITY

BOAT RAMP

EXPLOSIVE HANDLING BASIN

EXPLOSIVE HANDLING WHARVES

CRAB ISLAND ACCESS CHANNEL

Y ,0

X 860,000

X 862,000

X 864,000

X 866,000

X 868,000

X 870,000

X 872,000

Y ,0

XIV

XIII XII

RS19

RS18

X 856,000

Y ,0

X 858,000

RANGE-E

RANGE-G

RANGE-I

RANGE-H

RANGE-F

R A

N G

E-D

P .I S

T A .7

A N

G E -I

P .I S

T A .4

A N

G E -H I

P .I S

T A .7

A N

G E -G H

P .I S

T A .7

A N

G E -E F

P .I S

T A .7

A N

G E -D E

S T A

S T

A S T

X 860,000

X 862,000

X 864,000

X 866,000

RANGE-I

RANGE-H & I

RANGE-H

RANGE-G

RANGE-F & G

RANGE-E

RANGE-I

RANGE-H & I

RANGE-G & H

RANGE-F & G

RANGE-E & F

RANGE-D & E

RANGE-I

RANGE-H & I

RANGE-H

RANGE-G

RANGE-F

RANGE-D & E

KINGS BAY INNER CHANNEL

1000'500'0500'

S T

P .I S

T A .7

A N

G E -F G

CHANNEL CONTROL DATA NOTES:

REVISED: 05 SEPTEMBER 2014

BBBW69867 9511 F TIDAL

N/AKBFD-1

BBBW88SITE-6

BBDK29USCG KINGS BAY ARP

BC0166872 0030 TIDAL 34

BBCK39RICHARD E. BONNER

BBCB08BATH HOUSE ARP

PIDDESIGNATION

SURVEY CONTROL MARKS:

THE WHICH PPCP IS USED AT EACH REACH OF THE PROJECT.

EXIST, ALERT USACE PERSONNEL FOR FURTHER DIRECTION. PUBLISHED SURVEY NOTES INDICATE

IDENTIFIER (PID) OR GAGE STATION ID SHOWN FOR THE PPCP. IF DIFFERENCES ARE FOUND TO

NGSIDB, OPUS/DB, AND/OR NOAA CO-OPS NWLON DATABASES, BASED ON THE PERMANENT

CHANGES AS COMPARED TO THE CURRENT NOAA NATIONAL SPATIAL REFERENCE SYSTEM (NSRS)

PPCP COORDINATE AND ELEVATION DATA ARE PUBLISHED BELOW, AND SHOULD BE VERIFIED FOR

PRIMARY PROJECT CONTROL POINTS (PPCP):

FOR THE KTD FILE NAME.

ACCOMPANYING EACH SURVEY FROM THE JACKSONVILLE DISTRICT. REFER TO SURVEY NOTES

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

THE MLLW REFERENCE DATUM. ANY THIRD PARTY ATTEMPT TO DUPLICATE A PROJECT SURVEY

THE KTD FILE REFERENCED ABOVE IS USED TO CORRECT OBSERVED ORTHOMETRIC HEIGHTS TO

FILE AND THE VDATUM MODEL FILE ARE NOT TO BE CONSIDERED EQUALIVALENT.

POINTS ALONG A PARTICULAR REACH OF A NAVIGATION PROJECT. AS A RESULT OF THIS, THE KTD

OR GROSS DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM VALUES AT DISCRETE

MODEL. THESE EDITS ARE A RESULT OF EITHER OMISSIONS IN THE ORIGINAL VDATUM COVERAGE, VDATUM MODEL, THE KTD FILE MAY CONTAIN EDITS OR ADDITIONS NOT FOUND IN THE VDATUM

SOFTWARE FOR REAL TIME VERTICAL DATUM CORRECTIONS. THOUGH DERIVED FROM THE

CONSTRUCT A KINEMATIC TIDAL DATUM GRID FILE (KTD) FOR USE BY THE HYDROGRAPHIC

HYDRODYNAMIC TIDAL MODEL VERSION 01, RELEASE 9 APRIL 2010. THIS MODEL WAS USED TO

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

TIDAL MODEL:

TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

THE NOAA 1983-2001 NATIONAL TIDAL DATUM EPOCH. ORTHOMETRIC HEIGHTS ARE REFERENCED

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

:VERTICAL REFERENCE SYSTEM

FRAMEWORK DESIGN FILE FOR THIS PROJECT.

CONFORM TO THE AUTHORIZED PROJECT DIMENSIONS, AS SHOWN IN THE MASTER CHANNEL

FOR EACH CHANNEL REACH. UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND LIMITS

STATIONING AND OFFSET COORDINATES ARE RELATIVE TO THE INDICATED CHANNEL BASELINE

SYSTEM (SPCS)EAST ZONE (1001). MEASUREMENT UNITS ARE THE U.S. SURVEY FOOT. CHANNEL

1983 (NAD83). GRID COORDINATES ARE SHOWN IN THE GEORGIA STATE PLANE COORDINATE

THE HORIZONTAL REFERENCE DATUM FOR THIS PROJECT IS THE NORTH AMERICAN DATUM OF

:HORIZONTAL REFERENCE SYSTEM

NAVD88 ORTHOMETRIC HEIGHTS.

THE CURRENT NOAA/NGS GEOID MODEL IS USED TO REDUCE OBSERVED ELLIPSOID HEIGHTS TO

REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE PPCPs LISTED ABOVE.

UTILIZING REAL-TIME KINEMATIC (RTK) OR REAL-TIME NETWORK (RTN) GPS OBSERVATIONS ARE

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS PERFORMED

:CONSTRUCTION SURVEY POSITIONING CRITERIA

PPCP: INNER CHANNEL867 9511KINGS BAY, GEORGIA

PPCP: ENTRANCE CHANNEL872 0030FERNANDINA BEACH, AMELIA RIVER

NOAA TIDE GAUGE

16.57

11.05

N/A

13.95

11.17

N/A

12.52

7.15

15.32

22.24

10.12

7.35

27.87

859,848.99

866,210 SC

865,174.11

866,092.38

877,190 SC

876,656.40

887,895.07

292,228.99

287,700 SC

286,831.55

287,675.63

245,330 SC

245,067.46

255,327.18

BBBW69

N/A

BBBW88

BBDK29

BC0166

BBCK39

BBCB08

867 9511 F TIDAL

KBFD-1

SITE-6

USCG KINGS BAY ARP

872 0030 TIDAL 34

RICHARD E. BONNER

BATH HOUSE ARP

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

SURVEY CONTROL

867 9511 F TIDAL

BBBW69

SITE-6

BBBW88

USCG KINGS BAY ARP KBFD-1

HORIZONTAL CONTROL.

TO BE USED AS A VERTICAL CALIBRATION/CHECK POINT, NOT FOR

2. "SC" INDICATES A SCALED HORIZONTAL POSITION. THIS POINT IS ONLY TO

SURVEYING AND MAPPING BRANCH" FOR SPECIFIC DETAILS AND ACCESS.

RECEIVER/ANTENNA/RTK INSTALLATION. CONTACT "OPERATIONS DIVISION /

1. "ARP" AS USED ABOVE INDICATES THAT THIS MARK IS AN OPERATIONAL GPS

NOTES:

RS15

RS16

RS17

BASIN

TURNING

UPPER

HB05

R A

N G

E -D

S T

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

V .M .B

J .E .B

G S B

A Y

P L

A N

S F

O R

M A

T E

N A

N C

E D

R E

D G

G P

R O J

E C

T S

M A

E C

O R

P S S

U P

P O

R T F

A C

Y U .S

N A

V Y S

U B

M A

E B

A S

A M

D E

N C

O U

N T

G E

O R

N D

-F

O O

T P

R O J

E C

B L

O U

N T I S

L A

N D

D U

V A

L C

O U

N T

Y F

L O

-F

O O

T P

R O J

E C

W E P -1

-B -0

A U

G U

S T

AG-02

G E

N E

R A

POINTS

P.I.

YXPOINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

SB02

SB01

859,411.51

860,115.82

292,566.46

291,627.22

YXPOINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

HB05

HB04

HB03

HB02

HB01

860,666.46

860,638.28

862,500.18

862,845.04

864,423.26

291,592.38

291,387.42

289,457.43

289,329.23

289,065.75

CONTROL POINTS

(EHB) EXPLOSIVE HANDLING BASIN

YXPOINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

CONTROL POINTS

(SS) SITE SIX OPERATING AREA

SS03

SS02

SS01

864,108.08

867,344.70

867,481.22

289,118.37

285,813.71

285,952.47

YXPOINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

BR04

BR03

BR02

BR01

868,115.00

867,285.00

868,305.74

283,585.00

283,718.00

283,518.00

283,349.67

YXPOINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

MS02

MS01

867,914.38

869,014.94

283,581.22

282,505.57

COORDINATES (NAD 83)

GEORGIA EAST ZONE

CUTPOINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

CONTROL POINTS

CHANNEL TOE LEFT SIDE

LS19

LS18

LS17

LS16

LS15

LS14

LS13

LS12

LS11

LS10

857,489.78

857,474.02

858,962.41

859,249.97

859,415.45

860,629.26

861,850.08

865,687.15

866,779.13

868,458.82

295,120.00

294,929.50

293,175.24

292,991.96

292,833.16

291,629.14

290,422.90

288,399.15

287,269.00

284,119.29

CUT POINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

CUT

XIV

XIII

XII

857,604.48

859,419.36

861,709.70

865,853.78

866,908.45

869,379.82

295,302.47

293,163.40

290,900.40

288,655.68

287,582.11

282,949.05

RS19

RS18

RS17

RS16

RS15

RS14

RS13

RS12

RS11

RS10

RS09

857,955.61

858,192.00

858,643.71

859,160.87

859,164.81

859,588.75

861,159.70

862,144.15

864,179.74

866,640.06

869,619.96

295,508.56

295,593.00

295,752.56

295,143.73

293,999.78

293,334.83

292,093.51

291,566.34

289,949.13

288,616.45

283,030.03

CONTROL POINTS

CHANNEL CENTERLINE

CONTROL POINTS

CHANNEL TOE RIGHT SIDE

CONTROL POINTS

(SBB) SMALL BOAT BASIN

(BR) BOAT RAMP CONTROL POINTS

CONTROL POINTS

(MSF) MAGNETIC SILENCING FACILITY

K B

O N

T R

O L D

A T

A I

N N

E R C

H A

N N

E L

BATH HOUSE ARP

872 0030 TIDAL 34

RICHARD E. BONNER

KBIC SURVEY NOTES:

NOAA TIDAL STATION 867-9511, KINGS BAY, GA, FOR RGE-G THRU RGE-I (INSIDE WRA)

NOAA TIDAL STATION 872-0030, FERNANDINA, FL, FOR RANGE-A THRU RANGE-G (OUTSIDE WRA)

PUBLISHED MLLW HEIGHTS OF THE BENCH MARKS ASSOCIATED WITH THE TIDE GAUGE SITES SPECIFIED BELOW:

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

8. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, AS REPORTED BY THE NATIONAL OCEANIC

REFERENCE BASE LOCATED AT "USCG KINGS BAY ARP" (OPUS PID # BBDK29), FOR RANGE-D THRU RANGE-I.

REFERENCE BASE LOCATED AT "BATH HOUSE ARP" (OPUS PID # BBCB08), FOR RANGE-A THRU RANGE-C.

FOLLOWING REFERENCE BASE LOCATIONS:

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

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

OF GEORGIA AND REFERENCED TO NORTH AMERICAN DATUM OF 1983 (NAD83).

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

KINEMATIC TIDAL DATUM MODEL (KINGSBAY-2013 06 26.KTD).

4. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC (RTK) GPS USING A HYPACK

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

2. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO MEAN LOWER LOW WATER (MLLW) TIDAL DATUM.

1. REFER TO SURVEY NO. 17-252.

PROJECT ELEVATION GRADES TO NATIONWIDE VERTICAL DATUMS, 31 DEC 2010.

SURVEYING, 30 NOV 2013 AND EM 1110-2-6056, STANDARDS AND PROCEDURES FOR REFERENCING

REQUIREMENTS WERE FOLLOWED IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

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

THE SURVEY AND IS NOT TO BE USED FOR NAVIGATION.

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

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

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

10. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

RGE-G, STA 39+200-42+217, RGE-H & RGE-I19 OCT 2017SB-36

EHW-1, EHW-2 & WARPING WHARF 18 OCT 2017SB-36

RGE-A & LONGITUDINAL SB CHECK LINESOCT 2017SB-368

SITE-6, MSF, RGE-E, STA 30+747-32+700 & RGE-A1 OCT 2017SB-367

RGE-E, STA 32+700-35+900, RGE-F, RGE-G, STA 37+504-39+100 OCT 2017SB-366

RGE A-2 & RGE-B OCT 2017SB-364

RGE-C & RGE-D OCT 2017SB-363

VESSEL DATE OF SURVEY AREA SURVEYED

SMARTSOUNDER WITH A DUAL-FREQUENCY (28/200KHZ) TRANSDUCER. SOUNDINGS SHOWN ARE IN HIGH FREQUENCY.

9. VERTICAL MEASUREMENTS WERE MADE USING A RESON MODEL T20P MULTIBEAM SYSTEM AND A ROSS MODEL 835C

PLANE COORDINATES

AIDS TO NAVIGATION

X Y

LT - 50 (10/17)

LT - 52 (10/17)

LT - 53 (10/17)

LT - 54 (10/17)

LT - 58 (10/17)

MOORING BUOY (12/16)

860,806 292,523

859,244 292,864

859,705 293,404

LT - 56 (10/17) 859,339 293,944

859,092 295,389

859,260 294,102

859,228 294,529

859,241 294,927

859,265 295,341

858,627 295,487

LT - 62 (MISSING - 06/17)

MOORING BUOY (12/16)

LT - 60 (MISSING - 10/17)

862,000 291,838

YXMOORING FACILITY

DRY DOCK CAISSON GATE

858,161 295,582

858,186 295,506

857,980 295,432

857,933 295,490

LOCATION OF THE LABEL LEADER.

* COORDINATES GIVEN CLOCKWISE AT THE

"MOORING BUOY"

45.4

51.0

50.7

50.4

50.2

50.2 50.2

50.2

50.3

50.1

50.0

49.9

49.8

49.9

49.8

49.9 49.8

49.8

49.9

49.7

49.6

49.5

49.4

49.4 49.4

49.5

49.4

49.5

49.4

49.4 49.5

49.4

49.4 49.4

49.5

49.3

49.2

49.1

49.0 49.0

49.0

49.1

49.0

49.1

49.0

49.1

49.1 49.0

49.0

49.1

48.9 48.9

48.9

48.7

48.7 48.7

48.7

48.7 48.7

48.8

48.7

48.8

48.8 48.8

48.7

48.8

48.7

48.8 48.8

48.7

48.8

48.7

48.8

48.7

48.8

48.8 48.8

48.8

48.6

48.6 48.6

48.6

48.5

48.5 .5

48.5

48.5 48.5

48.5

48.3

48.4 48.4

48.4 48.3

48.3 48.3

48.3

48.4

48.3

48.4

48.3

48.4

48.3

48.3 48.3

48.3

48.4 48.4

48.4

48.4 48.3

48.3 48.3

48.3

48.4

48.3

48.4

48.3

48.2

48.1 48.1

48.1

48.1 48.1

48.1

48.1 48.1

48.1

48.1 48.1

48.1

47.9 48.0

47.9

48.0

48.0 47.9

48.0

47.9

48.0

47.9

48.0 48.0

47.9

47.9 47.9

47.9

48.0

47.9

48.0

47.9

47.9 48.0

48.0

47.9

48.0

47.9

48.0

47.9 47.9

47.9

48.0

47.9

48.0

47.9

48.0 48.0

48.0

47.9 48.0

48.0

47.8

47.8 47.8

47.8

47.8 47.8

47.8

47.7

47.7 47.7

47.7

47.6

47.5

47.5 47.6

47.6

47.6 47.5

47.6

47.5

47.6

47.5

47.6 47.6 47.5

47.5

47.6

47.5

47.6

47.5

47.6

47.5

47.6

47.5

47.6

47.5

47.6

47.4

47.4 47.4

47.4

47.4 47.3

47.3

47.3 47.3

47.3

47.3 47.3

47.3

47.3 47.3

47.3

47.1

47.2 47.2

47.1

47.1 47.2

47.1

47.2

47.1

47.2

47.1

47.2

47.2 47.2

47.2

47.1

47.2

47.1

47.2

47.1 47.1

47.2

47.1

.2 47

.1 47

.2 .2

47.1

47.2

47.1

47.2

47.1

47.2

47.1

47.2

47.1

47.2

47.1

47.1 47.1

46.9

47.0

46.9

47.0

47.0 47.0

46.9

47.0

46.9

47.0

46.9

47.0 47.0

47.0

46.9

47.0

46.9

47.0

46.9

47.0

46.9

47.0 47.0 47.0

47.0

46.9

47.0

46.9

46.9 46.9

47.0 .0

47.0

46.9

47.0

46.9

47.0

46.9

47.0

46.9

47.0

46.9

47.0

46.7

46.8 46.8

46.8 46.7

46.7

46.7 46.7

46.7

46.8

46.7

46.8

46.7

46.7 46.8

46.8

46.7

46.8

46.7

46.8

46.7

46.8

46.7

46.8

46.7 46.8

46.7

46.8

46.7 46.8

46.8

46.7

46.8

46.7

46.8

46.7

46.8

46.7

46.8

46.7

46.8

46.6

46.6 46.6

46.6

46.6 46.6

46.6

46.6 46.6 46.6

46.6 46.6

46.6

46.6 46.6

46.6

46.5

46.5 46.5

46.5

46.5 46.5

46.5

46.5 46.5

46.5

46.5 46.5

46.5

46.5 46.5

46.5

46.5 46.5

46.5

46.3

46.4

46.3

46.4

46.3

46.4

46.3 46.3 46.3

46.4

46.3 46.3

46.3 46.4

46.4 46.4

46.4

46.3

46.4

46.4 46.4

46.4

46.3 46.3

46.4

46.3

46.4

46.3

46.4

46.3

46.4

46.3

46.3 46.3

46.3

46.4

46.4 46.4

46.4

46.3

46.3 46.3

46.3

46.4

46.3

46.4

46.3

46.4

46.3

46.4

46.3

46.4

46.3

46.4

46.2 46.2

46.2

46.2 46.2

46.1

46.1 46.1

46.1

46.1 46.1

46.1

46.1 46.1

46.1

46.0

45.9

46.0

45.9

46.0

45.9

46.0

46.0 46.0

45.9 45.9

46.0

45.9

46.0

45.9

46.0

45.9

46.0

45.9

45.9 45.9

46.0

45.9

46.0 46.0

46.0

45.9

45.9 45.9

45.9

46.0

45.9

46.0

45.9

46.0

45.9

46.0

45.9

46.0

45.9

46.0 46.0

45.9

46.0

45.9 46.0

45.8

45.8 45.8

45.8

45.8 45.8

45.8

45.8 45.8

45.8

45.7

45.7 45.7

45.7

45.7 45.7

45.7

45.7 45.7

45.7

45.6

45.5

45.6

45.5 45.5

45.5 45.6

45.6

45.5

45.6

45.6 45.6

45.5

45.6

45.5 45.6

45.5

45.6

45.5

45.6

45.6 45.6

45.5

45.5 45.5

45.6

45.5

45.5 45.6

.6 45

45.6

45.5

45.5 45.5

45.6

45.5

45.6

45.5

45.6

45.5

45.4

45.4 45.4

45.4

45.4 45.4

45.4 .4

45.4

45.3

45.2

45.3

45.2

45.2 45.3

45.3

45.2

45.3

45.3 45.3

45.3

45.2

45.3

45.2

45.3

45.2

45.3

45.3 45.3

45.2

45.3

45.2

45.2 45.3

.2 45

.3 .3

45.3

45.2

45.3

45.2

45.3

45.2

45.3

45.1

45.1 45.1

45.1

45.0

44.8

44.9

44.9 44.9

44.9

44.8 44.8 44.9

44.9

44.8 .8

44.8 44.9

44.9

44.8

44.9

44.7

44.7 44.7

44.7

44.7 44.7

44.7

44.6

44.6 44.6

44.6

44.4 44.5

44.4

44.5

44.4 44.5

44.3

44.2

44.1

44.0

44.1

44.0

44.1 44.0

44.0

44.1

43.9

43.9 43.9

43.9 43.9 43.9

43.8 43.8

43.8

43.7

43.6

43.7

43.6

43.7

43.6

43.7

43.6

43.5

43.3

43.4

43.3 43.4

43.4

43.3

43.4

43.3

43.4

43.2

43.1

43.0

43.0 43.0

43.0

42.9 42 .8

42.8

42.7

42.6 42.7

42.6

42.7

42.4

42.4 42.5

42.0

41.9

.9 4

1.9

41.9

41.8

41.7

41.6

41.5

41.2

41.1

41.0

40.9

40.8

40.7

40.5

40.6

40.5

40.6

40.4

40.2

40.1

39.8

39.9

39.7

39.6 39.5

39.4

39.5

39.2

39.0

38.9

38.8

38.7

38.6

38.5

38.4

38.5

38.2

38.0

37.9

37.8

37.6

37.3

37.2

37.1

36.7

36.4

36.2

36.1

36.0

35.9

35.8

35.7

35.6

35.3

35.1

35.0

34.8

34.7

34.6

34.5

34.3

33.9

33.8

33.7

33.6

33.4

33.3

33.0

32.8

.9 3

2.8

32.9

32.6

32.4

32.3

32.2

32.1

32.0

32.1

31.9

31.5

31.4

31.3

31.4

31.2

31.1

30.9

30.6

30.4

30.4 30.3

30.1

29.8

29.7

29.6

29.3 29.3

29.3

29.2 29.2

29.1

28.9 29.0

28.9

29.0

28.7 28.7

28.6

28.6 28.3

28.2

27.6

27.4

27.3

27.0

26.9

26.8

26.6

26.7

26.6

26.7

26.5

26.4

26.2

26.3

26.3 26.2

26.1

25.9

26.0

25.9

25.8

25.6

25.7

25.4

25.3

25.2

25.0

25.0 25.1

25.1

24.9

24.9 24.8

24.8

24.7

24.6

24.7

24.6

24.5

24.5 24.5

24.5

24.4

24.3

24.4

24.2

24.1

23.9

24.0 23.9

24.0

23.8

23.7

23.6

23.6 23.5

23.5 23.6

23.5

23.4

23.3

23.2

23.1

23.2

23.1

22.9

22.8

22.7

22.8

22.7

22.8

22.6

22.5

22.4

22.2

22.1

21.9

21.8

21.6

21.7

21.7 21.3

21.3

21.4

21.3

21.4 21.3

21.1

21.2

21.1

20.9

20.8

20.9

20.8

20.9

20.7 20.6

20.6

20.4

20.5

20.4

20.3

20.2

20.0

19.9

19.8

19.7

19.6

19.6 19.7

19.6

19.5

19.4

19.2

18.9

18.8

18.7

18.5

18.6

18.4

18.1

18.2

18.1

18.2

18.0

17.9

17.8

17.6

17.4

17.2

17.0 17.0

16.9

17.1

16.9

17.0

16.7 16.7

16.6

16.5

16.4

16.3

16.1

16.0

15.9

15.8

15.7

15.6 15.6

15.6

15.5

15.4

15.5

15.3

15.3 15.3

15.3

15.1

15.0

14.8

14.6

14.7

14.6

14.7

14.5

14.4

14.3 .2

14.2 14.2

14.3

14.1

14.0

13.8

13.5

13.6

13.4

13.1

13.2

13.1

13.2

13.1

13.0

12.9 12.9

12.9

12.8

12.7

12.7 12.7

12.5

12.3 12.2

12.1

12.0

11.7

11.5

11.6

11.4

11.3

11.1

11.0

10.9

10.8

.8 10.8

10.7 10.7

10.6

10.5

10.5 10.5

10.3

10.2 10.1

10.0

10.0 9.9 9.9

9.8

9.8 9.8

9.6

9.7

9.6

9.3

9.1

8.8

8.9

8.8

8.9

8.8 8.8

8.7

8.5

8.3

8.2

8.0

8.1

7.8

7.6

7.7

7.5

7.4

7.2

7.1

6.9

7.0

6.9

7.0

6.8

6.7

6.5

6.6

6.4

6.4 6.3

6.3

6.1

6.2

6.0

5.9

5.8

5.7

5.6

5.5

5.3

5.2

4.9

4.7

4.64.7

4.5

4.3

3.9

3.4

3.5

3.2

3.1 3.1

3.1

3.0

3.1

2.8

2.6 2.6

2.5

2.3

1.8

1.9 1.9

1.8

1.9

1.7

1.5

1.6

1.3

1.1

0.3

0.4

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

V .M .B

J .E .B

G S B

A Y

P L

A N

S F

O R

M A

T E

N A

N C

E D

R E

D G

G P

R O J

E C

T S

M A

E C

O R

P S S

U P

P O

R T F

A C

Y U .S

N A

V Y S

U B

M A

E B

A S

A M

D E

N C

O U

N T

G E

O R

N D

-F

O O

T P

R O J

E C

B L

O U

N T I S

L A

N D

D U

V A

L C

O U

N T

Y F

L O

-F

O O

T P

R O J

E C

W E P -1

-B -0

A U

G U

S T

(TYP.)

EDGE OF WATER

APPROXIMATE

GATES

PORT SECURITY BARRIER MOORING AREA

FOR INSET "1"

SEE DRAWING AC-05

REFIT WHARVES

EXPLOSIVE HANDLING WHARVES (EHW)

BASIN (EHB)

HANDLING

EXPLOSIVE

SMALL BOAT BASIN (SBB)

UPPER TURNING BASIN (UTB)

SPILL WAY

D R

O C

DRYDOCK ROAD

WATER FRONT ROAD

5060 ROAD

PARKING LOT

ROAD

L L E J

USS JAMES MONROE AVE.

A D

5104 ROAD

M E

A D

O W

L A

SIMON LAKE RD (NORTH)

USS JAMES MONROE AVE.

WILL ROGERS ROAD

SIMON LAKE (SOUTH)

SIMON LAKE RD (SOUTH)

W A

T E

E A

T M

E N

C E

M E

A D

O W

L A

V B -K

-5

V B -K

-6"MOORING BUOY"

"MOORING BUOY"

LT-56

"LT-54"

"LT-52"

"LT-50"

"LT-53"

"LT-58"

-K

-C

N P

L N .d g n

AC-01

AC-07

AC-07A

AC-07

AC-09

400'200'0200'

X = 855,000

X = 856,000

X = 858,000

X = 859,000

Y ,0

Y ,0 0X

= 864,000

X = 863,000

X = 862,000

X = 861,000

X = 860,000

Y ,0

2 FOOT ALLOWABLE OVERDEPTH45 FOOT REQUIRED DEPTH (BASE) PLUS

GRAPHIC SCALE

M A

T C

H L

E D

W G . N

O . A

C -0

A N

G E -G S

T A . 4

2 FOOT ALLOWABLE OVERDEPTH 47 FOOT REQUIRED DEPTH (BASE) PLUS

K B

R E

D G

G P

L A

N S

T A

O S

T A

E H

B R

F W

RANGE-H

S T

A .4

RANGE-I

2 FOOT ALLOWABLE OVERDEPTH

RANGE-I - 47 FOOT REQUIRED DEPTH (BASE) PLUS

2 FOOT ALLOWABLE OVERDEPTH

UTB - 45 FOOT REQUIRED DEPTH (BASE) PLUS

S T

MOORING FACILITY

DRYDOCK CAISSON GATE

GATE SILL

DRYDOCK CAISSON

S T

FOR DREDGING PLAN, SEE DRAWING AC-04

FOR DREDGING PLAN, SEE DRAWING AC-05

FOR DREDGING PLAN, SEE DRAWING AC-06

P .I S

T A .4

A N

G E -H I

P .I S

T A .7

A N

G E -G H

SHEET NOTES:

MATERIAL TO BE PLACED IN D/A-C

D/A-C

SPECIFICATION SECTION 01 11 00.

IN PARAGRAPH "COORDINATION WITH THE NAVY" IN

COORDINATED WITH NAVSUBASE POC AS SPECIFIED

2. WORK INSIDE SECURITY ARCS SHALL ALSO BE

ADJACENT TO STRUCTURES.

FOR INSTRUCTIONS REGARDING DREDGING

PROPERTY AND WATERFRONT STRUCTURES"

PARAGRAPH TITLED "KBIC ADJACENT

1. SEE SPECIFICATION SECTION 35 20 23

WATERFRONT RESTRICTED AREA

2 FOOT ALLOWABLE OVERDEPTHEHB - 47 FOOT REQUIRED DEPTH (BASE) PLUS

MATERIAL TO BE PLACED IN D/A-C

(OPTION F)(BASE)

(OPTION D & H)

(BASE)

(OPTION B & H)

(OPTION C & H)

S T

A .7

Y ,0

X = 857,000

Y ,0

(SEE NOTE 2)

SECURITY ARC

PLANE COORDINATES

865,724

864,146

865,076

865,707

864,559

864,597

MOORING BUOY (12/16)

288,773

AIDS TO NAVIGATION

LT - 46 (10/17)

LT - 48 (10/17)

WARNING SIGN (06/17)

MOORING BUOY (12/16)

X Y

866,692

863,930 290,375

289,301

289,496

290,024

288,033

289,825

289,677

289,226

289,018

289,152

864,332

864,237

864,287

S T

51.1

50.9

51.0

50.8

50.7

50.5

50.6

50.4

50.3

50.2

50.3

50.2

50.3

50.2

50.3

50.1

50.0

49.8

49.9

49.8

49.9

49.8

49.9

49.7

49.6

49.4

49.5

49.5 49.5

49.5

49.3

49.3 49.3

49.3

49.2

49.0 49.1

49.1

49.0

49.1

49.0

49.1

49.1 49.1

49.0

49.1

49.0

49.1

49.0

49.0 48.9

48.9

48.7

48.8

48.7

48.8

48.7

48.8

48.7

48.8

48.6

48.6 48.6

48.6

48.6 48.6

48.5

48.3

48.4

48.3 48.3

48.3

48.4

48.3

48.4

48.3

48.4

48.3

48.4

48.3

48.4

48.3

48.4

48.3

48.4 48.2

48.2

48.1

48.1 48.1

48.1

48.0

48.0 48.0

47.9 48.0

48.0

47.9

48.0

47.9

48.0

47.9

48.0

47.9

48.0

47.9

48.0

47.9

48.0

47.9

48.0

47.9

47.8

47.8 47.8

47.8

47.7

47.7 47.7

47.7

47.5

47.6 47.5

47.6

47.5

47.6

47.5

47.6

47.5

47.6

47.5

47.6

47.5

47.6

47.5

47.6

47.5

47.6

47.5

47.4

47.3

47.3 47.3

47.3

47.1

47.2

47.1

47.2

47.1 47.2

47.1

47.1 47.1 47.1

47.1

47.2

47.1

47.2

47.2 47.2

47.1

47.2

47.1

47.2

47.2 47.1

46.9

46.9 46.9

47.0 47.0

47.0

46.9

47.0

46.9

47.0

46.9 47.0

47.0 47.0

46.9

47.0

46.9

47.0

46.9

47.0

46.9

47.0

46.7

46.8

46.7

46.8

46.7

46.8

46.7

46.8

46.7

46.8

46.7

46.8

46.7

46.8

46.7

46.8

46.7

46.8

46.7

46.7 46.8

46.7

46.8 46.7

46.8

46.7

46.6

46.6 46.6

46.6

46.6 46.6

46.6

46.6 46.6

46.6

46.6 46.6

46.6

46.5

46.5 46.5

46.5

46.3

46.4

46.3

46.4

46.3

46.4

46.3

46.4

46.3

46.4

46.4 46.4

46.3

46.4

46.3

46.4

46.3

46.4

46.3

46.4

46.3

46.4

46.4 46.3

46.3

46.4

46.4 46.3

46.4

46.4 46.4

46.3

46.4

46.3

46.4

46.3

46.2

46.2 46.2

46.2

46.2 46.2

46.2

46.1 46.1

46.1

46.1 46.1

46.1

46.1 46.1

46.1

46.1 46.1

45.9

46.0

45.9

46.0

46.0 45.9

45.9

46.0

45.9

46.0

45.9

45.9 45.9

46.0

45.9

46.0

45.9

46.0

45.9

46.0

45.9

46.0

45.9

46.0

46.0 46.0

45.9

46.0

45.9

46.0 46.0

45.9

46.0

45.8 45.8

45.8

45.8 45.8

45.8

45.8 45.8

45.8

45.7

45.7 45.7

45.7

45.7 45.7

45.7

45.6

45.5

45.6 45.5

45.6

45.5 45.6

45.5

45.6

45.5

45.6

45.5

45.6 45.6

45.5

45.6

45.6 45.6

45.6

45.5

45.6

45.5

45.6 45.5

45.6

45.5

45.6

45.5

45.6 45.6

45.5

45.6

45.5

45.6 45.6

45.6

45.5 45.5

45.5

45.6 45.6

45.6

45.5

45.6

45.5

45.6

45.5

45.6 45.5

45.6

45.4

45.4 45.4

45.4

45.2

45.3

45.2

45.3 45.2

45.3

45.2

45.3

45.2

45.3

45.2

45.3 45.2

45.2

45.3

45.2

45.3

45.2

45.3 45.3

45.3

45.2 45.3

45.3

45.2

45.2 45.2

45.3

45.2

45.3

45.2

45.3 45.3

45.2

45.3

45.2

45.1

45.1 45.1

45.1

45.0

45.0 45.0

45.0

45.0 45.0

44.8

44.9

44.8

44.9

44.8

44.9

44.8

44.9

44.8

44.9 44.8

44.8

44.9

44.8

44.9

44.8

44.9 44.8

44.9 44.9

44.9

44.8

44.9

44.8

44.9

44.8

44.9

44.8

44.9

44.8

44.9

44.8

44.8 44.8

44.8

44.9

44.8

44.9

44.8 44.8 44.8

44.8

44.9

44.8

44.9

44.8

44.9 44.9

44.8 44.8

44.7

44.7 44.6

44.6

44.6 44.6

44.6

44.6 44.6

44.6

44.6 44.6

44.6

44.6 44.6

44.6

44.5

44.4

44.5

44.4

44.5

44.4

44.5

44.5 44.4

44.4 44.5

44.4

44.5 44.5

44.5

44.4

44.5

44.4

44.5

44.4

44.5

44.4

44.4 44.5 44.5 44.5

44.5

44.4

44.3

44.3 44.3

44.3

44.3 44.3

44.3

44.3 44.3

44.3

44.2

44.2 44.2

44.2

44.2 44.2

44.2

44.2 44.2

44.2

44.0

44.1

44.0

44.1

44.0

44.0 44.0

44.0

44.1

44.0 44.0

44.1

44.1 44.0

44.0 44.1

44.0

44.1

44.0

44.1

44.0 44.0

44.0

44.1

44.0

44.1 44.0 44.0

44.0 44.0 44.0

44.0

44.1

43.9

43.8

43.8 43.8

43.8

43.7

43.6

43.6 43.6

43.7

43.6

43.6 43.7

43.6

43.7

43.6

43.7 43.7

43.7 43.6

43.6 43.6 43.6

43.6 43.6

43.7

43.6

43.7

43.5

43.3

43.4

43.3

43.4

43.4 43.4

43.4

43.3

43.4

43.2

43.2 43.2

43.1

43.1 43.1

43.1

42.9

42.9 42.9 42.9

43.0

42.9

42.9 42.9

43.0

42.9

43.0

43.0 42.9

43.0

42.8

42.7

42.6

42.7

42.6 42.4

42.4 42.4 42.5

42.5

42.4

42.3

42.2

42.0

42.1

42.0

42.1

42.0

42.0 42.1

42.1

42.0

42.0 42.0

42.0 42.1

41.9

41.7

41.8

41.7

41.8

41.7

41.6

41.6 41.6

41.5

41.5 41.5

41.5

41.4

41.3 41.4

41.3

41.4

41.4 41.3

41.4

41.3

41.2

41.1

41.1 41.1

41.1

41.0

40.9 41.0

40.9

41.0

40.8

40.7

40.7 40.7

40.5 40.5

40.6

40.6 40.5

40.5

40.4

40.4 40.3

40.3

40.1

40.2

40.1

40.2

40.1

40.0

39.8

39.9 39.9

39.8

39.9

39.7

39.6 39.6

39.6

39.6 39.4

39.4

39.4 39.5

39.4

39.5

39.4

39.3

39.3 39.3

39.2

39.1

39.0

39.1

39.0

39.1

39.0

39.1

38.9

38.8

38.7

38.6

38.7

38.6

38.5

38.4

38.5

38.4 38.4

38.5

38.4

38.5

38.4

38.5

38.4

38.5

38.2

38.2 38.3 38.3

38.2

38.1

38.0

37.9

37.7

37.6

37.6 37.6

37.6

37.5

37.4

37.5

37.5 37.5

37.4

37.3

37.2

37.2 37.2

37.2

37.0

37.1

37.0

37.1

37.0

37.1 37.1

37.0

37.1

37.0

36.9

36.8

36.8 36.8

36.8

36.6

36.7

36.7 36.7

36.6

36.7

36.5

36.3

36.4

36.4 36.4 36.4

36.3

36.4

36.3

36.4

36.3

36.2

36.2 36.1

36.1

36.1 36.1

36.1

35.9

36.0

36.0 36.0 35.9 35.9

35.8

35.7

35.5 35.5

35.6

35.5

35.4

35.3

35.2

35.1

35.2

35.0

34.8

34.7

34.7 34.6

34.6

34.4

34.3

34.2

34.1

34.2

33.9

34.0

33.9

33.6

33.4

33.3

33.3 33.1

33.2

33.1

32.9

32.7

32.6

32.5

32.4

32.5

32.3

32.0

31.9

31.8

31.7

31.6

31.5

31.4

31.3

31.2

31.1

31.0

30.8

30.7

30.5

30.6

30.5

30.4

30.3

30.1

30.0

29.9

29.8

29.7

29.6

29.7

29.5

29.4 29.4

29.2

29.1

28.9

28.8

28.5

28.4

28.3

28.1

27.7

27.6

27.6 27.4

27.4

27.3

27.2 27.0

27.0 27.1

27.0

27.1

26.8 26.7

26.6

26.7

26.5

26.4

26.3

26.1

25.9

25.8

25.7

25.6

25.7

25.6

25.7

25.6

25.4

25.3

25.2

25.1

25.0

24.9

24.8

24.8 24.8

24.6

24.5

24.3

24.4

24.2

24.2 24.1

24.1

24.0

23.9

23.8

23.7

23.6

23.5

23.5 23.6

23.4

23.3

23.2

23.0

23.0 22.9

22.9

22.8

22.7

22.8

22.7

22.6

22.6 22.6 22.6

22.6

22.5 22.4

22.4 22.4

22.5

22.4

22.5 22.3

22.3

22.2

22.1 22.1 22.1

22.1

22.0

22.1

21.9

21.8

21.7

21.6 21.6 21.7

21.6

21.7

21.6

21.7

21.5

21.3

21.4

21.3 21.3

21.3 21.3 21.4 21.4

21.3

21.4

21.2

21.1

21.0

21.0 21.0 21.0

21.0

20.9

20.8 20.8

20.8

20.7

20.6

20.5

20.5 20.5

20.4 20.4 20.5 20.4 20.5

20.4

20.5

20.3

20.3 20.3

20.3

20.2 20.2

20.2

20.0 20.0

20.0

19.9

19.8

19.8 19.8

19.8

19.7 19.6

19.6

19.7

19.6

19.7

19.6 19.7 19.7

19.6

19.5

19.5 19.5

19.5

19.4

19.2

19.2 19.2 19.3 19.3

19.3

19.2

19.3

19.2

19.1

19.0

18.9

19.0

18.8

18.8 18.8

18.8

18.7

18.7 18.7

18.7

18.6

18.5 18.6

18.5

18.6 18.6

18.4 18.4

18.4

18.3

18.3 18.3

18.3 18.1 18.2

18.2 18.2

18.2

18.2 18.2

18.2

18.0

17.9

17.9 17.9 17.7 17.8

17.8

17.7 17.7

17.8

17.7

17.8

17.6 17.6

17.6

17.4

17.5

17.4

17.3

17.2

16.9 17.0

17.0 17.1

17.0

17.1

16.9

17.1 16.9

17.0

17.0 16.9 17.1

17.1

16.9

16.8

16.8 16.8

16.8

16.7

16.6

16.5

16.6

16.5

16.4

16.4 16.4

16.4

16.3

16.1 16.1

16.1

16.2

16.1

16.2

16.0

15.9

15.9 15.9 15.9

15.9

15.9 15.9 15.9

15.8

15.7

15.6

15.5 15.5

15.4 15.5

15.4

15.5

15.4

15.4 15.5

15.4

15.3 15.3

15.3

15.2

15.0

15.1

15.0

15.1

15.0

15.1 15.0

15.0

15.0 15.0

14.9

14.9 14.9

14.9 14.8 14.8

14.8

14.6

14.7

14.6

14.6 14.6

14.7

14.6 14.7

14.5

14.4

14.4 14.4

14.4

14.2 14.2

14.2

14.2 14.2

14.3

14.2

14.3

14.1

13.9

14.0

14.0 13.9

14.0

13.9

13.8

13.8 13.8

13.8 13.6

13.6

13.6 13.5

13.5

13.4

13.3

13.1

13.2

13.0

12.8

12.9

12.8

12.9 12.6

12.7

12.6

12.7

12.4

12.2

12.3

12.1

11.9

12.0

11.8

11.7 11.7

11.7

11.6

11.3

11.1

10.9

10.6

10.6 10.4

10.5

10.4

10.3

10.2

10.1

10.0

10.1

9.8

9.7 9.6

9.59.5

9.5

9.3

9.0

8.7

8.4

8.5

8.6

8.3

8.2

8.1

8.0

8.0 8.1

8.1

8.0

7.8

7.6

7.6 7.7

7.6

7.7

7.4

7.2

6.9

6.8

6.7

6.5 6.5

6.5

SHEET NOTES:

6.1

6.0

5.9

5.9 5.8

5.8

5.6

5.3

5.0 4.64.6

4.6

4.7

4.5

4.4

4.2 4.03.9

3.8

3.7

3.8

3.7

3.7 3.7

3.83.6

3.5

3.3

3.2

3.0

3.1 3.0

3.0

2.9

2.8

2.7

2.6

2.6 2.7

2.7 2.5

2.5

2.3

2.2

2.3

2.2

2.1

2.0

2.0 2.0 2.01.8

1.9

1.5

1.51.6 1.4

1.3

1.1

1.2

1.0

0.9 0.9 0.9

0.9

0.8

0.7 0.8

0.6

0.50.4

0.2

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

V .M .B

J .E .B

G S B

A Y

P L

A N

S F

O R

M A

T E

N A

N C

E D

R E

D G

G P

R O J

E C

T S

M A

E C

O R

P S S

U P

P O

R T F

A C

Y U .S

N A

V Y S

U B

M A

E B

A S

A M

D E

N C

O U

N T

G E

O R

N D

-F

O O

T P

R O J

E C

B L

O U

N T I S

L A

N D

D U

V A

L C

O U

N T

Y F

L O

-F

O O

T P

R O J

E C

W E P -1

-B -0

A U

G U

S T

BARRIER

FLOATING SECURITY

(TYP.)

EDGE OF UPLANDS

APPROXIMATE

(TYP.)

EDGE OF WATER

APPROXIMATE

Y=289,140.57

X=863,974.67

SITE SIX NORTH

EXPLOSIVE HANDLING BASIN (EHB)

(SEE NOTE 2)

SECURITY ARCS

ILL

WAY

SIMON LAKE RD (NORTH)

SIMON LAKE RD (SOUTH)

WILL ROGERS RD

A R

D M

C E

A D

ALE

XAN

DER

R O

A D

PATROL ROAD

ARDM ACCESS ROAD

USS

AMES

MONROE

AVE.

"MOORING BUOY"

"LT-48"

"MOORING BUOY"

"WARNING SIGN"

LT-46

VB-

KBI

C1 6-

VB-

KBI

C1 3-

VB-

KBI

C1 6-

VB-

KB1

+0.1

-K

-C

N P

L N .d g n

AC-02

RANGE-G

AC-07

400'200'0200'

2 FOOT ALLOWABLE OVERDEPTH

44 FOOT REQUIRED DEPTH (BASE) PLUS

2 FOOT ALLOWABLE OVERDEPTH

47 FOOT REQUIRED DEPTH (BASE) PLUS

GRAPHIC SCALE

M A

T C

H L

W G

N O

A C -0

A N

G E -G

T A

M A

T C

H L

E D

W G

N O

A C -0

N G

E F S

T A

MATERIAL TO BE PLACED IN D/A-C

K B

R E

D G

G P

L A

S T

O S

T A

E H

B S

S -N

WATERFRONT RESTRICTED AREA

RANGE-F

2 FOOT ALLOWABLE OVERDEPTH

39 FOOT REQUIRED DEPTH (BASE) PLUS

S T

Y=289,891.55

X=862,102.86

S T

T A .7

N G

E -F G

2 FOOT ALLOWABLE OVERDEPTH

EHB - 47 FOOT REQUIRED DEPTH (BASE) PLUS

2 FOOT ALLOWABLE OVERDEPTH

EHB - 44 FOOT REQUIRED DEPTH (BASE) PLUS

MATERIAL TO BE PLACED IN D/A-C

S T

THE NAVY" IN SPECIFICATION SECTION 01 11 00.

NAVSUBASE POC AS SPECIFIED IN PARAGRAPH "COORDINATION WITH

2. WORK INSIDE SECURITY ARCS SHALL ALSO BE COORDINATED WITH

INSTRUCTIONS REGARDING DREDGING ADJACENT TO STRUCTURES.

"KBIC ADJACENT PROPERTY AND WATERFRONT STRUCTURES" FOR

1. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED

(BASE)

+0.2

X ,0

Y=2 ,00

0 X ,0

X ,0

Y=2 ,00

S T

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

V .M .B

J .E .B

G S B

A Y

P L

A N

S F

O R

M A

T E

N A

N C

E D

R E

D G

G P

R O J

E C

T S

M A

E C

O R

P S S

U P

P O

R T F

A C

Y U .S

N A

V Y S

U B

M A

E B

A S

A M

D E

N C

O U

N T

G E

O R

N D

-F

O O

T P

R O J

E C

B L

O U

N T I S

L A

N D

D U

V A

L C

O U

N T

Y F

L O

-F

O O

T P

R O J

E C

W E P -1

-B -0

A U

G U

S T

A L E

X A

N D

T O

N R

O A

PATR

ROAD

ARDM

ACCES

ROAD

50.3

49.8 49.8

49.7

49.6 49.4

49.1

48.7

48.5

48.4 48.3

48.3

48.2 48.2

48.2

48.1

48.0

47.9

47.8

47.7

47.7 47.7

47.7

47.6

47.5

47.4

47.3

.3 47

47.2

47.2 47.2

47.2

47.1 47.1

47.1

47.1 47.1

47.1

47.0

.0 47

46.9

46.9 46.9

46.9

46.9 46.9

46.9

46.9 46.9

46.8

46.8 46.8

46.8

46.7

46.7 46.7

46.7

46.6

46.6 46.6

46.6

46.5

46.4

46.4 46.4

46.4

46.4 46.4

46.4

46.4 46.4

.4 4

6.4

46.3

46.3 46.3

46.3

46.3 46.3

46.3

46.3 46.3

46.3

.3 46

46.2

46.2 46.2

46.2

46.2 46.2

46.2

46.1

46.0

45.9

45.9 45.9

45.9

.9 45

45.8

45.8 45.8

45.8

45.8 45.8

45.8

45.8 45.8

45.8

45.8 45.8

45.8

45.7

45.7 45.7

45.7

.7 45

45.6

45.6 45.6

45.6

45.6 45.6

45.6

45.5

45.5 45.5

45.5

45.4

45.4 45.4

45.4

45.4 45.4

45.4

45.4 45.4

45.4

45.3

45.3 45.3

45.3

45.3 45.3

45.3

45.3 45.3

45.3

45.3 45.3

45.3

45.2

45.2 45.2

45.2

45.2 45.2

45.2

45.2 45.2

45.1

45.1 45.1

45.1

45.1 45.1

45.1

45.1 45.1

45.1

45.1 45.1

45.1

45.0

45.0 45.0

45.0

45.0 45.0

45.0

45.0 45.0

45.0

45.0 45.0

45.0

44.9

44.9 44.9

44.9

44.9 44.9

44.8 44.8

44.8

44.8 44.8

44.7

44.7 44.7

44.7

44.7 44.7

44.7

44.6

44.6 44.6

44.6

44.6 44.6

44.6

44.5

44.5 44.5

44.5

44.4

44.4 44.4

44.3

44.3 44.3

44.3

44.3 44.3

44.2

44.2 44.2 44.2

44.1

44.1 44.1

44.0

44.0 44.0 44.0

.0 44

43.9 43.9

43.8

43.7

43.7 43.7

43.6

43.5 43.5

43.4 43.4

43.4

43.3 43.3

43.2

43.1

43.0

42.9 42.9 42.9

42.9 42.9

42.8

42.7

42.7 42.7

42.6

42.6 42.6

42.5

42.5 42.5

42.5 42 .5

42.4

42.3

42.0

41.9 41.9

41.8

41.7

41.6

41.6 41.6 41.6

41.5

41.5 41.5

41.4

41.3

41.2

41.2 41.2

41.1

41.1 41.1

41.0 41.0

41.0

40.8

40.8 40.8

40.8

40.7 40.7

40.6 40.6 40.6

40.5 40.5 40.5

40.4 40.4

40.3

40.2

40.2 40.2

40.2

40.1 40.1 40.1

40.0

39.9 39.9

39.8…

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