PLANS_Bakers_Haulover_MD_FY17_20170719.pdf

PDF 13 MB Posted Jul 21, 2017

Attached to: Intracoastal Waterway Jacksonville to Miami, Florida, 10-Foot Project Vicinity of Bakers Haulover Inlet Dade County, Florida
Solicitation number: W912EP-17-B-0010
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Abstract_-_IWW_BAKERS_HAULOVER_17B0010.xlsx	XLSX spreadsheet	Aug 24, 2017
Amend_0005_to_IWW_Bakers_Haulover_17B0010_1.pdf	PDF	Aug 23, 2017
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SF30_Amend_0001_to_IWW_Bakers_Haulover_17B0010.pdf	PDF	Jul 28, 2017
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VOL2_Specs_Bakers_20170719.pdf	PDF	Jul 21, 2017

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Risk

Lower of Engineers

US Army Corps

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

MIAMI - DADE COUNTY, FLORIDA

V E

"INCREASE PROFIT -- SUBMIT VECP'S"

NO. W912EP-17-B-0010

TO ACCOMPANY SOLICITATION

113105-MHCG3-GI001COV.dgn

$AFETY PAY$

In Many Ways!

Jacksonville District

P ro du ct iv ity

In cr ea se d

Quality

Increased

INTRACOASTAL WATERWAY

JACKSONVILLE TO MIAMI, FLORIDA

VICINITY OF BAKERS HAULOVER INLET

10-FOOT PROJECT

PLANS FOR

MAINTENANCE DREDGING

C -0

IWW J TO M

JACKSONVILLE TO MIAMI

INTRACOASTAL WATERWAY

BAL HARBOR

BAKERS HAULOVER INLET

BEACH PLACEMENT AREA

BENCHMARK

A T

L A

N T

E A

DWG. DRAWING

MLW MEAN LOW WATER

DEPTH DEPTH OVERDEPTH

ABBREVIATIONS

ELEVATION (FEET)EL./ELEV.

REQUIRED

(FT)

ALLOWABLE

YARDS

CUBIC

TOTALREQUIRED

(CY) (CY)

N.T.S.

S O

F P

R O J E

STA 92+00 C

U T D

A-9

STA 0+00 C

U T D

A-9

T R

A C

O A S T A L W

A T E R

W A

20,000 18,000 38,000

ESTIMATED DREDGING QUANTITIES

IN CUBIC YARDS (CY)

AREA

DREDGE

STA. 23+00 - STA. 55+00

CUT DA-9

G E

N E

R A

P R

O J

E C

T O

V E

R V

G-02

D R

E D

G E A

R E

C U T D

A -9

C U

T D

A -8

C U T D

A -7

C U

T D

A -6

GRAPHIC SCALE

1000' 2000'1000'

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

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

J .D .B

M .L .C

R A

C O

A S

T A

L W

A T

E R

W A

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

A P

J A

C K

S O

N V

L E T

O M

M I

M I-

D A

D E C

O U

N T

-F

O O

T P

R O J

E C

Y O

F B

A K

E R

S H

A U

L O

V E

LOCATION MAP

VICINITY MAP

INDEX TO DRAWINGS

TITLE

GENERAL

DWG NO

GULF OF MEXICO

A T L A

N T

C E

A N

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

OF WORK

LOCATION

JACKSONVILLE

COCOA

ORLANDO

WEST

PALM

BEACHFT MYERS

MIAMI

TAMPA

KEY WEST

CONTROL DATA

PIPELINE CORRIDOR

CIVIL

G-01

G-02

G-03

G-04

COVER

PROJECT OVERVIEW

C-01

C-02

C-03

C-04

C-05

TYPICAL DREDGING CROSS SECTIONS

BAL HARBOR BEACH PLACEMENT AREA

N.T.S.

DREDGING PLAN - CUT DA-9 STA. 0+00 TO STA. 32+00

DREDGING PLAN - CUT DA-9 STA. 32+00 TO STA. 62+00

DREDGING PLAN - CUT DA-9 STA. 62+00 TO STA. 92+00

BENTHIC RESOURCES

(halophilia johnsonii)

SEAGRASS

PIPELINE CORRIDOR

MIXED SEAGRASSES

DREDGE AREA

VB-IWWSJ99-11

PROJECT CHANNEL

AIDS TO NAVIGATION

49.5 ELEVATION AND LOCATION

AND DESIGNATION

R-MARKER

VIBRACORE LOCATION

AND DESIGNATION

CORE BORING LOCATION

CB-BH96-20

LEGEND

NAD83(90) NORTH AMERICAN DATUM OF 1983, 1990 RE-ADJUSTMENT

MLLW

NAVD88

P.I.

STA.

RGE.

MEAN LOWER LOW WATER

NORTH AMERICAN VERTICAL DATUM OF 1988

POINT OF INTERSECTION

STATION

RANGE

NOT TO SCALE

TIDE STAFF

GENERAL NOTES:

PERFORMANCE OF CONSTRUCTION OF THIS PROJECT.

HE/SHE DETERMINES ARE NECESSARY FOR OR AFFECT THE

VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT

INDICATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE

PLANS ARE FOR INFORMATION ONLY AND WERE NOT

2. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE

BEACH AND UPLAND ELEVATIONS ARE BASED ON NAVD88.

1. SOUNDINGS SHOWN IN THESE DRAWINGS ARE BASED ON MLLW.

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

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

J .D .B

M .L .C

R A

C O

A S

T A

L W

A T

E R

W A

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

A P

J A

C K

S O

N V

L E T

O M

M I

M I-

D A

D E C

O U

N T

-F

O O

T P

R O J

E C

Y O

F B

A K

E R

S H

A U

L O

V E

CHANNEL LIMITS

III

CHANNEL P.I. POINTS

VII

III

CUT DA-9 STA. 241+88.72

CUT DA-10 STA. 00+00.00

CUT DA-9 STA. 00+00.00

CUT DA-7 STA. 20+86.10

CUT DA-8 STA. 00+00.00

VII

CUT DA-8 STA. 32+27.62

IIX

943,413.35 576,785.99

943,519.17 573,560.11

929,891.75 553,575.43

945,434.97 570,385.17

943,437.45 570,285.30

943,287.45 571,170.31

943,374.31 572,066.12

942,696.59 572,353.79IIX

574,257.69

943,359.87 573,669.77

943,325.91 573,552.92

943,073.17 573,016.99

929,843.44 553,615.52

929,940.05

573,578.46

943,582.31 573,541.76

941,993.35 571,211.55

942,014.00 571,197.46

941,337.95 570,206.02

941,317.29 570,220.11

930,009.12 553,858.50

929,635.14

943,433.76

943,456.04

553,535.33

553,407.92

R G

E -1

R G

E .5

R G

RGE. 50

RGE. 150

RGE. 200

RGE. 100

RGE. 0

(NAD83(90)) (FT)

PLANE COORDINATES

(NAD83(90)) (FT)

PLANE COORDINATES

X Y Z

943,536.67 571,691.12 2.65

NAD83(90) (FT)

PLANE COORDINATES

NAVD88 (FT)

ELEVATION

STAMPING - NO 1 1973

PID - AC3334

DESIGNATION - 872 3073 TIDAL 1

X ,0

GRAPHIC SCALE

400'200'0200'

G-03

G E

N E

R A

C O

N T

R O

L D

A T

CONTROL MONUMENT

INLET

BAKERS HAULOVER

CUT 1

C U

CUT 4

J A

C K S

O N

L E T

O M

M I

R A

C O

A S T

A L W

A T E

R W

T D

A -9

C U

T D

A -8

Y= 569,000

Y= 570,000

Y= 571,000

Y= 572,000

Y= 573,000

Y= 574,000

872 3073 TIDAL 1

LEGEND

BENTHIC RESOURCES

(halophilia johnsonii)

SEAGRASS

MIXED SEAGRASSES

Y=571,490.60 X=942,183.63

Y=570,649.77 X=941,640.54

Y=570,356.28 X=943,807.15

Y=570,455.50 X=943,819.61

Y=570,480.94 X=943,631.83

APPROXIMATE SHORELINE

A P P

R O

A T E S

H O

R E L

PIPELINE CORRIDOR

BAL HARBOR

NOTES:

OCEAN

ATLANTIC

C U

T D

A -9

C U

T D

-8

1983 RE-ADJUSTMENT 1990 (NAD83(90)).

3. COORDINATES ARE IN FLORIDA STATE PLANE EAST NORTH AMERICAN DATUM

OFFICER'S REPRESENTATIVE (COR).

THE FINAL PIPELINE ROUTE SHALL BE COORDINATED WITH THE CONTRACTING

2. THE RESOURCE SURVEY DATA IS SHOWN FOR INFORMATIONAL PURPOSES ONLY.

INFORMATION WAS COLLECTED JUNE 11 TO JULY 21, 2008.

DISTRICT (FIND) PROJECT #: ICW-DA-08-04. THE ASSOCIATED

1. RESOURCE SURVEY DATA WAS OBTAINED FROM FLORIDA INLAND NAVIGATION

BAKERS HAULOVER INLET

J A

C K S

O N

L E T

O M

M I

R A

C O

A S T

A L W

A T E

R W

A Y

A R

E A T

O B

E A

C H D

P O

S A

L A

R E

A P

P R

O X ,0

T F

R O

M D

R E

D G

C U

CUT 4

CUT 1

C U

X ,0

GRAPHIC SCALE

G-04

400'200'0200'

G E

N E

R A

E L

E C

O R

Y= 569,000

Y= 570,000

Y= 571,000

Y= 573,000

Y= 574,000

Y= 572,000

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

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

J .D .B

M .L .C

R A

C O

A S

T A

L W

A T

E R

W A

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

A P

J A

C K

S O

N V

L E T

O M

M I

M I-

D A

D E C

O U

N T

-F

O O

T P

R O J

E C

Y O

F B

A K

E R

S H

A U

L O

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

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

J .D .B

M .L .C

R A

C O

A S

T A

L W

A T

E R

W A

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

A P

J A

C K

S O

N V

L E T

O M

M I

M I-

D A

D E C

O U

N T

-F

O O

T P

R O J

E C

Y O

F B

A K

E R

S H

A U

L O

V E

GRAPHIC SCALE

200'100'0100'

C-01

C U

T D

A -9 S

T A

O S

T A

D R

E D

G P

L A

Y ,0

CHANNEL SURVEY NOTES:

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.

SB-4822 NOV 2016IWW CUT DA-9, STA. 0+00 - 80+00

VESSELDATE OF SURVEYCUT

SHOWN ARE IN HIGH FREQUENCY.

EDGETECH 6205 COMBINED MULTI-BEAM AND SIDESCAN. ALL SOUNDINGS

DUAL-FREQUENCY 28/200 KHZ SINGLE-BEAM TRANSDUCER AND AN

VERTICAL MEASUREMENTS WERE MADE USING A ROSS SMARTSOUNDER

NOAA TIDAL STATION "872 3073 TIDAL 1" USED FOR ENTIRE PROJECT.

BELOW:

BENCHMARKS ASSOCIATED WITH THE TIDE GAGE 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

REFERENCE BASE LOCATED AT "872 3073 TIDAL 1" (PID: AC3334)

POSITIONING WITH THE FOLOWING REFERENCE BASE LOCATION:

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

TIDE DATUM (KTD) MODEL NAMED: "MIAMI-HBR&RIV-03AUG2010.KTD".

(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. 17-024.

VB-IWW08M-DA9-1

99.

89.

8 9.

79.

7 9.

79.

6 9.

69.

49.

3 9.

2 9.

29.

19.

1 9.

19.

09.

0 9.

9 8.

98.

88.

8 8.

88.

8 8.

78.

68.

6 8.

68.

58.

4 8.

38.

28.

97.

7 7.

67.

57.

3 7.

2 7.

27.

26.

06.

8 5.

75.

7 5.

65.

6 5.

55.

5 5.

55.

5 5.

45.

35.

2 5.

25.

15.

05.

0 5.

84.

8 4.

84.

74.

6 4.

64.

54.

5 4.

54.

5 4.

54.

4 4.

44.

34.

2 4.

24.

2 4.

24.

14.

0 4.

9 3.

8 3.

7 3.

63.

5 3.

VB-IWW06M-DA9-8

EXISTING SHORELINE

CB-BH96-17CB-BH96-18

CB-BH96-19

VB-IWW06M-DA9-6

VB-IWW06M-DA9-7

HAULOVER

BAKERS

B R

G E

RANGE VARIES

R A

N G

E V

A R

R A

N G

E V

A R

R A N G E V

A R

RANGE VARIES

R A N G E V

A R

RANGE VARIES

PLANE COORDINATES

AIDS TO NAVIGATION

"D B

N -6

"C A

N -7

"IN

F O S

SHOAL POLE (11/16) 941,981 571,166

942,807 572,245

DBN-6 (11/16) 943,029 572,966

DBN-6A (11/16) 942,203 571,768

942,119 571,506

CAN BUOY-7A (11/16) 941,873 571,175

CAN BUOY-07 (11/16)

INFO SIGN (11/16)

"D B

N -6

"C A

N -0

"S H

O A L P

O L E

SETTLING BASIN

10-FOOT REQUIRED DEPTH PLUS

2-FOOT ALLOWABLE OVERDEPTH

CUT-

S T

P.I. STA. 0+00 CUT DA-9

P.I. STA. 24+01 CUT-3

S T

A . 2

S T

A . 5

S T

A . 5

S T

A . 8

S T

A . 1

S T

A . 2

S T

A . 1

S T

A . 1

S T

P.I. STA. 0+00 CUT-4

P.I. STA. 37+00 CUT DA-9

CUT DA-9

IWW J TO M

RGE.

RGE. 150

RGE. 125

RGE. 62.5

RGE. 125

RGE.

0RGE.

RGE. 00

RGE.

-2

Y ,0

Y ,5

2, X

1, X

1, Y ,5

S T

RGE. V

ARIE

RGE. 00

R G

C U

M A

T C

H L

E S

H E

E T C

-0 S

T A

C U

T A

C U

T D

A -9 S

T A

R T

H E

R L

Y P

R O J

E C

T L

R G

NOTES:

SPECIAL DREDGE AREAS AND DWG C-05 FOR DETAILS.

1. REFER TO SPECIFICATION 35 20 23 DREDGING, PARAGRAPH

S T

SPECIAL DREDGE AREA

RANGE 00 TO 62.5, SEE NOTE 1

99.

9 9.

8 9.

7 9.

79.

6 9.

69.

59.

39.

19.

1 9.

9 8.

98.

8 8.

88.

78.

6 8.

58.

48.

3 8.

28.

2 8.

18.

1 8.

18.

0 8.

97.

9 7.

97.

7 7.

77.

7 7.

67.

6 7.

57.

5 7.

57.

5 7.

57.

5 7.

47.

4 7.

37.

3 7.

37.

3 7.

37.

3 7.

37.

3 7.

37.

3 7.

27.

2 7.

27.

2 7.

27.

17.

1 7.

17.

0 7.

07.

0 7.

07.

0 7.

07.

0 7.

96.

9 6.

86.

8 6.

86.

76.

7 6.

76.

7 6.

6 6.

66.

6 6.

66.

6 6.

56.

5 6.

56.

46.

3 6.

2 6.

26.

2 6.

26.

2 6.

26.

2 6.

16.

06.

0 6.

9 5.

95.

9 5.

85.

8 5.

85.

7 5.

75.

7 5.

75.

7 5.

65.

6 5.

65.

6 5.

5 5.

55.

5 5.

55.

5 5.

55.

45.

35.

3 5.

35.

3 5.

1 5.

05.

0 5.

94.

9 4.

84.

8 4.

74.

7 4.

64.

6 4.

64.

6 4.

54.

5 4.

54.

5 4.

4 4.

3 4.

34.

2 4.

14.

04.

63.

4 3.

33.

10 9 8 7 6 5 4 3 2 of Engineers

US Army Corps

DEPENDS ON YOU

SAFTEY ON THIS JOB

F F

Jacksonville District

PLANE COORDINATES

AIDS TO NAVIGATION

D E

S C

E E

Z O

N E

N o

S Y

D D

S O

A T

N N

C K

D B

D A

T E

E N

U M

B E

P L

O T D

A T

C O

N T

R A

C T N

J .D .B

A P

E N

A M

D W

N B

D E

N E

D B

S U

B M

T E

D B

P L

O T S

C A

L E

M .R .2

M .L .C

VB-IWW06M-DA9-9

VB-IWW08M-DA9-3

C C

D E

P A

R T

M E

N T O

F T

H E A

R M

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

SCB-BH96-19

CB-BH96-20

VB-IWW08M-DA9-2

B B

R A

C O

A S

T A

L W

A T

E R

W A

J A

C K

S O

N V

L E T

O M

M I

M I-

D A

D E C

O U

N T

-F

O O

T P

R O J

E C

Y O

F B

A K

E R

S H

A U

L O

V E

C U

T D

A -9 S

T A

O S

T A

D R

E D

G P

L A

A A

DRAWING NO.GRAPHIC SCALE

200'100'0100'

C-02

410 9 8 7 6 5 3 2 1

"D B

N -8

"C A

N -7

"D B

N -1

CAN BUOY-7B (11/16) 941,621 570,823

DBN-8 (11/16) 941,228 570,353

941,295 570,194LT-9/INFO_SIGN (11/16)

DBN-11 (11/16) 940,229 568,707

"L T -9

/IN

F O S

Y ,0

SETTLING BASIN

S T

M A

T C

H L

E S

H E

E T C

-0 S

T A

M A

T C

H L

E S

H E

E T C

-0 S

T A

CUT DA-9

IWW J TO M

10-FOOT REQUIRED DEPTH PLUS

2-FOOT ALLOWABLE OVERDEPTH

S T

RGE. 150

RGE. 62.5

RGE. 125

RGE. 00

RGE. 62.5

RGE. 125

RGE. 00

9, X

0, X

0, Y ,5

Y ,0

Y ,5

99.

79.

69.

19.

0 9.

9 8.

8 8.

7 8.

6 8.

68.

6 8.

58.

3 8.

28.

2 8.

28.

18.

1 8.

0 8.

08.

0 8.

08.

0 8.

08.

0 8.

97.

9 7.

97.

9 7.

87.

8 7.

87.

8 7.

77.

7 7.

77.

7 7.

77.

7 7.

6 7.

67.

6 7.

67.

6 7.

67.

57.

5 7.

57.

5 7.

57.

4 7.

47.

4 7.

47.

3 7.

37.

3 7.

37.

3 7.

37.

2 7.

27.

17.

1 7.

07.

0 7.

07.

9 6.

96.

9 6.

96.

8 6.

86.

8 6.

86.

8 6.

76.

7 6.

76.

6 6.

56.

4 6.

46.

4 6.

46.

4 6.

36.

3 6.

36.

3 6.

36.

3 6.

36.

26.

2 6.

26.

2 6.

26.

1 6.

16.

1 6.

16.

1 6.

06.

0 6.

95.

7 5.

75.

6 5.

65.

55.

25.

15.

94.

10 9 8 7 6 5 4 3 2 of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFTEY ON THIS JOB

F F

D E

S C

EXISTING SHORELINE

E E

N o

S Y

M Z

O N

EXISTING SHORELINE

PLANE COORDINATES

AIDS TO NAVIGATION

D D

S O

A T

N N

C K

D B

D A

T E

E N

U M

B E

P L

O T D

A T

C O

N T

R A

C T N

J .D .B

A P

C C

E N

A M

D W

N B

D E

N E

D B

S U

B M

T E

D B

P L

O T S

C A

L E

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

M .L .C

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

EXISTING SHORELINE

B B

R A

C O

A S

T A

L W

A T

E R

W A

J A

C K

S O

N V

L E T

O M

M I

M I-

D A

D E C

O U

N T

-F

O O

T P

R O J

E C

Y O

F B

A K

E R

S H

A U

L O

V E

D R

E D

G P

L A

C U

T D

A -9 S

T A

O S

T A

A A

DRAWING NO.

EXISTING SHORELINE

GRAPHIC SCALE

200'100'0100'

C-03

410 9 8 7 6 5 3 2 1

"D B

N -1

DBN-12 (11/16) 939,444 567,726

NO DREDGING THIS DRAWING

S T

C U

T D

A -9 S

T A

M A

T C

H L

E S

H E

E T C

-0 S

T A

S O

U T

H E

R L

Y L

F P

R O J

E C

CUT DA-9

IWW J TO M

RGE. 00

RGE. 62.5

RGE. 125

RGE. 62.5

B R

G E

RGE. 00

7, X

8, X

8, Y ,5

Y ,0

VERT. "B" VERT. "B"

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

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

J .D .B

M .L .C

R A

C O

A S

T A

L W

A T

E R

W A

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

A P

J A

C K

S O

N V

L E T

O M

M I

M I-

D A

D E C

O U

N T

-F

O O

T P

R O J

E C

Y O

F B

A K

E R

S H

A U

L O

V E

NOTES:

SCALES: HORIZ. "A" SCALES: HORIZ. "A"

INTRACOASTAL WATERWAYINTRACOASTAL WATERWAY

TYPICAL SECTION CUT DA-9 WITH SETTLING BASIN TYPICAL SECTION CUT DA-9 WITHOUT SETTLING BASIN

INFORMATION ON SIDE SLOPE DREDGING.

1. SEE SPECIFICATION SECTION 35 20 23 FOR ADDITIONAL

GRAPHIC SCALE

C-04

T Y

A L D

R E

D G

G C

R O

S S S

E C

N S

"A"

"B"

100'50'050'

20'10'010'

0 00 0

E L E

V A

N I

N F

E E

T -M

E A

N L

O W

E R L

O W W

A T

E R

PROJECT

CHANNEL

EXISTING BOTTOM

E L E

V A

N I

N F

E E

T -M

E A

N L

O W

E R L

O W W

A T

E R

E L E

V A

N I

N F

E E

T -M

E A

N L

O W

E R L

O W W

A T

E R

PROJECT

CHANNEL

EXISTING BOTTOM

E L E

V A

N I

N F

E E

T -M

E A

N L

O W

E R L

O W W

A T

E R

AREA TO BE DREDGED

+10

BASIN

SETTLING

G E

R G

10-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH2-FOOT ALLOWABLE OVERDEPTH

10-FOOT REQUIRED DEPTH

SEE NOTES

SEE NOTE 4

BEACH FILL

BEACH

EXISTING

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

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

J .D .B

M .L .C

R A

C O

A S

T A

L W

A T

E R

W A

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

A P

J A

C K

S O

N V

L E T

O M

M I

M I-

D A

D E C

O U

N T

-F

O O

T P

R O J

E C

Y O

F B

A K

E R

S H

A U

L O

V E

ELEV. 4.75 FT

HORZ

200'100'0100'

VERT

20'10'010'

100 200 300 400 500 600 700 800

+10

E L E

V A

N I

N F

E E

N A

V D

E L E

V A

N I

N F

E E

N A

V D

SCALE: C (HORIZONTAL)

SCALE: D (VERTICAL)

-100 0

BAKERS HAULOVER - TYPICAL BEACH FILL PROFILE

+15

75' BERM

+1 FT TOLERANCE

21.9

21.8

21.6

21.1

21.0

20.9

20.8

20.7

20.7 20.6

20.6

20.5 20.5

20.5

20.4

20.3

20.2

20.2 20.2

20.2

20.1 20.1

20.1

20.0

20.0 20.0

19.9

19.9 19.9

19.9

19.8

19.8 19.8

19.7

19.7 19.7

19.7

19.6

19.5

19.5 19.5

19.5

19.4

19.4 19.4

19.4

19.3

19.3 19.3

19.3

19.3 19.3

19.3

19.3 19.2

19.2

19.1

19.0

19.0 18.9

18.9

18.8

18.7

18.6

18.5

18.4

18.4 18.4

18.4

18.3

18.2

18.1

18.0

17.9

17.8

17.8 17.8

17.7 17.7

17.7

17.6

17.5

17.4

17.4 17.4

17.4

17.3

17.2

17.1

17.1 17.1

17.1 17.0

17.0

16.9

16.7

16.7 16.6

16.5

16.4

16.3

16.2

16.1

16.0

15.9

15.6

15.4

15.1

14.9

14.8

14.7

14.6

14.4 14.4

14.2

14.2 14.1

14.0

13.9

13.7

13.6 13.6

13.3

13.3 13.3

13.2

13.1

13.0

12.9

12.8

12.7

12.5

12.4

12.3

12.1

12.0 11.8

11.7

11.5

11.4

11.3

11.2

11.1

11.0

10.9

10.6 10.6

10.4

10.4 10.3

10.3

10.1

9.8 9.8

9.6

9.5

9.3

9.1

8.9 8.9

8.8

8.8 8.5

8.3

8.2

8.1

7.9 7.6

7.5

7.2

7.1

6.9

6.7

6.4

6.3

6.2

6.0

5.9 5.8

5.8

5.6

5.3

5.2

5.2 5.0

5.0

4.9

4.8

4.7

4.6

4.5

4.5 4.4

4.3 4.3 4.3

4.3 4.2

4.2

4.1

4.1 4.1

4.0

3.9 3.9

3.9

3.8 3.8

3.7

3.6

3.5

3.4

3.3

3.1

2.9

2.9 2.8

2.8

2.5

2.3

2.2

2.1

2.0

1.9

1.7

1.3 0.4

0.2

0.1

0.4

0.6

0.8 0.9

1.1

1.3 1.3

1.5

2.1

2.5

2.8

2.9

3.0 3.1

3.2 3.6

3.6

3.7

3.9

4.0

4.1

4.1 4.3

4.4

4.7

4.8

4.9

5.2 5.2

5.3 5.3

5.5 5.8

5.9

5.9 5.9

5.9

6.0

6.6

6.7

6.8

6.9

7.1

7.2

7.3

7.4

7.5

7.6

7.7

7.8 7.8

7.8

7.9

7.9 7.9

7.9

8.0 8.0

8.0

8.0 8.0

8.0

8.1

8.2

8.3

8.5 8.5

8.6

8.7 8.7

8.8 8.8

8.9

9.0

9.3

9.4 9.4

9.8

10.1

10.2

10.7

11.7

16.7

19.1

R-27

R-28

R-29

R -3

R-27.5

R-28.5

R-29.5

R -3

R-30.5

R-30

(TYP.)

PILE STUBS

(TYP.)

PILE STUBS

EDGE OF VEGETATION

TOE OF BERM

SEE NOTE 6

SOUTH JETTY

NOTES:

GRAPHIC SCALE

200'100'0100'

C-05

B A

L H

A R

B O

R B

E A

C H P

L A

C E

M E

N T A

R E

E= 946,000

E=945,000

(TYP.)

PILE STUBS

1000 FT

EROSION CONTROL LINE

o n

TRANSITION

250 FT

TRANSITION

250 FT

B A K E

U L O V

I N L E T

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

BAL HARBOUR

75 FT BERM WIDTH

BEACH SURVEY NOTES:

PRECEDED BY (-) SIGN.

8. ALL ELEVATIONS ARE ABOVE THE CHART DATUM UNLESS

EM 1110-2-1003, HYDROGRAPHIC SURVEYS, 1 JAN 02.

FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE

CONTROL, AND QUALITY ASSURANCE REQUIREMENTS WERE

7. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY

THE SURVEY.

THE DEPICTION OF EXISTING ELEVATIONS AT THE TIME OF

CONDITIONS AT THAT TIME. THIS DATA IS SOLELY FOR

AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL

RESULTS OF SURVEYS MADE ON THE DATE INDICATED

6. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE

(NAD83).

AND REFERENCED TO NORTH AMERICAN DATUM OF 1983

MERCATOR PROJECTION FOR THE EAST ZONE OF FLORIDA

5. STATE PLANE COORDINATES ARE BASED ON THE TRANSVERSE

MONUMENTS AC3406 AND AC3334.

4. VERTICAL AND HORIZONTAL CONTROL WAS BASED ON NGS PID

GLOBAL POSITIONING SYSTEM WITH TRIMBLE 5700 RECEIVERS.

3. SURVEY WAS PERFORMED USING A REAL TIME KINEMATIC

VERTICAL DATUM 1988 (NAVD88).

2. ELEVATIONS SHOWN ARE REFERENCED TO NORTH AMERICAN

APRIL THROUGH MAY OF 2013

1. REFER TO SURVEY NO. 13-068. SURVEY WAS PERFORMED FROM

(NAD83(90)) (FT)

PLANE COORDINATES

E N

R MONUMENT

R-27 944,645.04

R-28 944,590.33

944,715.01

944,900.26

570,113.46

569,090.69

568,077.37

567,131.98

(NAD83(90)) (FT)

PLANE COORDINATES

E N

P 01 944,673.63

P 02

P 03

P 04

944,684.31

944,668.07

944,633.29

570,104.78

569,906.57

568,765.31

EROSION CONTROL

LINE

569,462.613

P 05 944,956.33 565,975.85

R-29

R-30

R-27.5

R-28.5

R-29.5

R-30.5

944,618.33 569,614.17

944,651.39 568,594.43

944,811.16 567,586.70

944,951.42 566,634.60

APPROX. 1,200 F

BEACH DISPOSAL AREA

ACCESS TO THE JETTY. SEE SECTION 35 20 23.

6. THE CONTRACTOR SHALL MAINTAIN PEDESTRAIN

SECTION 35 20 23.

FOR THE BEACH PLACEMENT ARE OUTLINED IN SPECIFICATIONS

48 + 00 TO 51 + 00, RANGE 00 TO 62.5. MANAGEMENT PROCEDURES

5. 25 FT WIDE TOE OF FILL PLACEMENT OF MATERIAL FROM STATIONS

REFERENCE PURPOSES ONLY.

4. R-MARKERS LOCATIONS ARE APPROXIMATE AND ARE SHOWN FOR

MATERIAL IS EXHAUSTED.

TEMPLATE SHOULD BE CONTINUED SOUTH UNTIL THE DREDGE

STARTING POINT FOR PLACEMENT. FROM THERE THE

3. THE NORTHERN MOST POINT OF THE BEACH TEMPLATE IS THE

ARE OUTLINED IN SPECIFICATIONS SECTIONS 35 20 23.

2. MANAGEMENT PROCEDURES FOR THE BEACH PLACMENT

1. FDOT AERIAL DATED 2015.

125 FT

G-01

G-02

G-03

G-04

C-01

C-02

C-03

C-04

C-05

Bakers Haulover MD FY17.pdf

G-03

Bakers Haulover MD FY17.pdf

C-02

Bakers C-05.pdf

C-05

File details come from the government source that posted it. Updated Nov 14, 2017.