MayportMDFY16REV0003Set.pdf

PDF 8 MB Posted Sep 30, 2016

Attached to: U. S. Naval Station Mayport, Florida Maintenance Dredging, 50-Foot Project Entrance Channel and Harbor Complex
Solicitation number: GROUP4-10-R-J030
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Revision 0003 Drawings

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File	Type	Posted
GROUP4-10-R-J030 _Revision_0004.pdf	PDF	Oct 11, 2016
GROUP4-10-R-J030-0003.pdf	PDF	Sep 30, 2016
GROUP4-10-R-J030_Amendment_0002.pdf	PDF	Sep 29, 2016
GROUP4-10-R-J030-Revision_0001.pdf	PDF	Sep 14, 2016
G4J030PlansMayport.pdf	PDF	Sep 1, 2016
Mayport_O M_GDR_2016_final.pdf	PDF	Sep 1, 2016
G4J030Specifications.pdf	PDF	Sep 1, 2016

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SHORELINE

APPROXIMATE

SHORELINE

APPROXIMATE

TURNING BASIN

RELEASE ZONE "A"

X ,0

Y=2,195,000

Y=2,200,000

Y=2,205,000

PROJECT LIMITS

TO CENTER OF RELEASE ZONE "A"

4.9 NAUTICAL MILES FROM TIP OF SOUTH JETTY

INDEX TO DRAWINGS

GENERAL

ABBREVIATIONS

MLLW

P.I.

STA.

RGE.

MEAN LOWER LOW WATER

POINT OF INTERSECTION

STATION

RANGE

S. SOUTH

NO. NUMBER

N. NORTH

NOT TO SCALEN.T.S.

HORIZONTAL

E. EAST

CENTERLINE

APPROX. APPROXIMATE

W. WEST

VERTICALVERT.

HORIZ.

LEGEND:

PROJECT CHANNEL

AIDS TO NAVIGATION

ELEVATION AND LOCATION

CB-JH99-22

CHANNEL LIMITS

CHANNEL PI POINTS

49.5

CIVIL

CONTROL DATA

AND LOCATION

CORE BORING DESIGNATION

C-01

C-02

FEET/FOOT

PROJECT OVERVIEW

NAD83

NAVD88

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1988

DWG. DRAWING

C/L

GLB

BEACON LIGHT

GREEN LIGHT BUOY

FT.

LT.

C-03

G-00

G-01

G-02

ODMDS OCEAN DREDGED MATERIAL DISPOSAL SITE

RED LIGHT BOUYRLB

COVER SHEET

C-07

C-06

C-05

C-04

EL. / ELEV. ELEVATION (FEET)

ENT. ENTRANCE

OCEAN DISPOSAL SITE- ODMDS

DREDGE AREA

CONTACT AREA

NO DREDGING NO BOTTOM

C-10

C-09

C-08

NOTE:

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

TOTALS

LOCATION

DESTROYER SLIP (35')

GENERAL NOTES:

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

NAVAL STATION MAYPORT

BASIN

BOAT

SMALL

BAR CUT-3

MAYPORT ENTRANCE CHANNEL

G-01

GRAPHIC SCALE

G E

N E

R A

P R

O J

E C

T O

V E

R V

C-12

C-11

DREDGING PLAN STA. 89+00 THRU 122+00 BAR CUT-3

DREDGING SECTIONS

-N

S M

-G

I0 o v e rv ie w .d g n

2,000'1,000'01,000'

B A

R C

U T -3 S

T A

X ,0

Y=2,210,000

DREDGING SECTIONS

DREDGING PLAN SMALL BOAT BASIN

DREDGING PLAN TURNING BASIN

DREDGING PLAN DESTROYER SLIP

TOTALOVERDEPTH

ALLOWABLE

DEPTH

REQUIRED

TURNING BASIN 42-FT AREA

TURNING BASIN 50-FT AREA

DISPOSAL PLAN ODMDS

SMALL BOAT BASIN (27')

TO OCCUR FROM THE TIME OF THE SURVEY UNTIL THE COMMENCEMENT OF DREDGING.

REQUIRED DEPTH AND 2-FOOT ALLOWABLE OVERDEPTH VOLUMES INCLUDE SHOALING ANTICIPATED

DREDGING PLAN STA. 56+00 THRU 89+00 BAR CUT-3

DREDGING PLAN STA. 122+00 THRU 154+00 BAR CUT-3

MAYPORT ENTRANCE CHANNEL (50')

DREDGING PLAN STA. 38+50 THRU 62+41.62 MAYPORT ENTRANCE CHANNEL

NO.

DWG.

SENSITIVE CHANNEL AREA STA. 18+50 THRU 38+50 MAYPORT ENTRANCE CHANNEL

6. SEE DWG. C-12 FOR DISPOSAL AREA CONTROL DATA AND SURVEY NOTES.

ENTRANCE CHANNEL AND HARBOR COMPLEX SURVEY NOTES.

5. SEE DWG. C-01 FOR BAR CUT-3 CHANNEL SURVEY NOTES & DWG. C-05 FOR

4. SEE DWG. G-02 FOR CHANNEL CONTROL DATA.

UNLESS OTHERWISE INDICATED.

INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY

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

ALL UNITS ARE U.S. SURVEY FEET.

1990 ADJUSTMENT TO THE NORTH AMERICAN DATUM OF 1983 (NAD83(90)).

STATE PLANE EAST ZONE COORDINATE SYSTEM AND REFERENCED TO THE

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

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

C-03A DREDGING PLAN STA. 181+00 BAR CUT-3 THRU STA. 12+00 ENTRANCE CHANNELA

D E

E V

E D T

O A

C C

O M

P A

N Y R

E V

BAR CUT-3 STA 59+00 TO STA 146+00 (50')

WIDENER - BAR CUT-3/ENTRANCE CHANNEL

670,000

4,000

135,000

370,000

32,000

1,000

128,000

835,000

1,000

57,000

102,000

230,000

61,000

3,000

381,000

1,505,000

1,000

61,000

237,000

600,000

93,000

4,000

509,000

GULF OF MEXICO

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

WEST

PALM

BEACHFT MYERS

MIAMI

TAMPA

KEY WEST

ATLANTIC

OCEAN

N.T.S.

LOCATION MAP

OF WORK

LOCATION

CANAVERAL

ST LUCIE

ST AUGUSTINEGAINESVILLE

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

DEPENDS ON YOU

SAFTEY ON THIS JOB

M .R .2

J .W .L

M .L .C

J U

N E

D .B .V

U .S

N A

V A

L S

T A

N M

A Y

P O

R T

F L

O R

M A

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J

E C

T J

A C

K S

O N

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

D E

P A

R T

M E

N T O

F T

H E A

R M

E N

T R

A N

C E C

H A

N N

E L A

N D H

A R

B O

R C

O M

P L

E X

(N.T.S.)

ODMDS

JACKSONVILLE

REVIR S

H O

J .

SLIP

DESTROYER

VB-MPH08-76

VB-MPH08-65 VB-MP13-8

VB-MPH08-66

VB-MPH08-68

VB-MPH08-67

VB-MPH08-69

VB-MPH08-70

VB-MPH08-71

VB-MPH08-72

VB-MPH08-73

VB-MPH08-74

VB-MPH08-75

VB-MPH08-77

C-09

T C

H L

E D

W G

N O

C -0

T A

A R C

U T -3

S T

A R C

U T -3

C-01

GRAPHIC SCALE

200'100'0100'

NOTE:

Y=2,205, S T

S T

Y=2,205, Y=2,204, Y=2,204, Y=2,203, Y=2,203, S T

RGE. 400

RGE. 00

RGE. -400

RGE. 400

RGE. 00

RGE. -400

D R

E D

G P

L A

S T

H R

U S

T A

A R C

U T -3

PLUS 2-FT ALLOWABLE OVERDEPTH

50-FT REQUIRED DEPTH

-N

S M

-C

N p la n .d g n

S T J O H N S R I V E R

RGE. 200

RGE. -250

S T

BAR CUT - 3

S T

2. SEE DWG. G-02 FOR CHANNEL CONTROL.

1. SEE DWG. G-01 FOR PROJECT OVERVIEW AND GENERAL NOTES.

MAYPORT CHANNEL SURVEY NOTES:

SMALL BOAT BASIN

TURNING BASIN, DESTROYER SLIP,SB-46 05 JUL 2016

ENTRANCE CHANNEL SB-46 09 JUL 2016

BARCUT 3 SB-46 08 JUL 2016

BARCUT 3 SB-46 07 JUL 2016

FOXTROT PIER, TURNING BASIN SB-46 23 JUN 2016

AREA SURVEYED DATE OF SURVEY VESSEL

(28KHZ) FROM STA 63+42.9 THRU TURNING BASIN, DESTROYER SLIP AND SMALL BOAT BASIN.

HIGH FREQUENCY (200KHZ), FROM STA 0+00 THRU STA 63+42.9 OF THE ENTRANCE CHANNEL AND LOW FREQUENCY

28/200 KHZ SINGLE-BEAM TRANSDUCER AND AN R2 SONIC 2024 MULTIBEAM SYSTEM.SOUNDINGS SHOWN ARE IN

7. VERTICAL MEASUREMENTS WERE MADE USING A ROSS MODEL 835B SMARTSOUNDER WITH A DUAL FREQUENCY

TIDE STAFF LOCATED FROM "STARK” (OPUS PID = BBBZ99)

REFERENCE STATION LOCATED AT "CHARLIE TOWER” (OPUS PID = BBDC09)

REFERENCE BASE LOCATION:

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

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

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

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

HYPACK KINEMATIC TIDAL DATUM MODEL (CAMDENGA-NASSAU-DUVAL-STJOHNS- FLAGLER 01FEB2011.KTD).

3. TIDAL REDUCTIONS WERE OBTAINED USING REAL-TIME KINEMATIC (RTK) GPS AND UTILIZING THE LATEST

NOAA TIDAL STATION 872-0211 MAYPORT NAVAL STA., ST JOHNS RIVER FOR ENTIRE PROJECT.

GAUGE SITES SPECIFIED BELOW:

AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE BENCH MARKS ASSOCIATED WITH THE TIDE

BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA). NOAA'S VDATUM MODEL WAS USED

2. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL EPOCH 1983 – 2001, AS REPORTED

1. REFER TO SURVEY NO. 16-153.

WERE FOLLOWED IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 2013.

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

NOT TO BE USED FOR NAVIGATION.

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF THE SURVEY AND IS

INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

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

8. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

R E

E D T

O A

C C

O M

P A

N Y R

E V

B E

C-09

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

DEPENDS ON YOU

SAFTEY ON THIS JOB

M .R .2

J .W .L

M .L .C

J U

N E

D .B .V

U .S

N A

V A

L S

T A

N M

A Y

P O

R T

F L

O R

M A

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J

E C

T J

A C

K S

O N

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

D E

P A

R T

M E

N T O

F T

H E A

R M

E N

T R

A N

C E C

H A

N N

E L A

N D H

A R

B O

R C

O M

P L

E X

PLANE COORDINATES

VB-MPH08-51

VB-MPH08-52

VB-MPH08-53

VB-MPH08-54

VB-MPH08-55

VB-MPH08-56

VB-MP13-7

VB-MPH08-57

VB-MPH08-58

VB-MPH08-59

VB-MPH08-60

VB-MPH08-61

VB-MPH08-62

VB-MPH08-63

VB-MPH08-64

"GLB-3"

R F

542,545

542,768 2,204,942

2,204,057

AIDS TO NAVIGATION

X Y

RLB-4 (07/16)

GLB-3 (07/16)

M A

T C

H L

E D

W G

N O

C -0

T A

A R C

U T -3

M A

T C

H L

E D

W G

N O

C -0

T A

A R C

U T -3

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

DEPENDS ON YOU

SAFTEY ON THIS JOB

M .R .2

J .W .L

M .L .C

J U

N E

D .B .V

U .S

N A

V A

L S

T A

N M

A Y

P O

R T

F L

O R

M A

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J

E C

T J

A C

K S

O N

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

D E

P A

R T

M E

N T O

F T

H E A

R M

E N

T R

A N

C E C

H A

N N

E L A

N D H

A R

B O

R C

O M

P L

E X

Y ,2 ,9

X ,5

C-02

GRAPHIC SCALE

200'100'0100'

NOTE:

S T

Y=2,206, Y=2,205, RGE. -400

Y=2,205, RGE. 00

RGE. 400

Y=2,204, Y=2,204, Y=2,203, RGE. -400

RGE. 00

RGE. 400

S T

D R

E D

G E P

L A

S T

H R

A R C

U T -3

PLUS 2-FT ALLOWABLE OVERDEPTH

50-FT REQUIRED DEPTH

-N

S M

-C

N p la n .d g n

S T J O H N S R I V E R

S T

RGE. -200

RGE. 100

S T

BAR CUT - 3

ZONE RADIUS IS 50 FEET.

4. NO DREDGING, ANCHORING, OR SPUDDING WITHIN THE INDICATED ZONE.

3. SEE DWG. C-01 FOR BAR CUT-3 CHANNEL SURVEY NOTES.

2. SEE DWG. G-02 FOR CHANNEL CONTROL.

1. SEE DRAWING G-01 FOR PROJECT OVERVIEW AND GENERAL NOTES.

C-09

R E

E D T

O A

C C

O M

P A

N Y R

E V

E F

"RLB-4"

ZONE (SEE NOTE 4).

ENVIRONMENTALLY SENSITIVE

VB-MPH08-49

VB-MPH08-45

VB-MPH08-41

VB-MPH08-42

VB-MPH08-44

VB-MPH08-48VB-MPH08-46 VB-MPH08-50

VB-MPH08-47

VB-MPH08-43

VB-MPH08-51

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