Plans-Tampa_Harbor_MD_FY16_6-27-16.pdf

PDF 36 MB Posted Jul 6, 2016

Attached to: Tampa Harbor, Maintenance Dredging, 43-Foot, 41-Foot, and 34-Foot Projects, Hillsborough Bay (HB), Cut-A (HB), Cut-C (HB), and Cut-D (HB), Tampa Harbor, Hillsborough County, Florida
Solicitation number: W912EP-16-B-0007
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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File	Type	Posted
Abstract_Tampa_final.pdf	PDF	Aug 5, 2016
W912EP-16-B-0007-U0002.pdf	PDF	Aug 1, 2016
Amendment_0001-Tampa_Harbor_FY-16.pdf	PDF	Jul 25, 2016
VOL_2_Tampa.pdf	PDF	Jul 1, 2016
VOL_1_TampaFinal.pdf	PDF	Jul 1, 2016

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Lower of Engineers

US Army Corps

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

TAMPA HARBOR

PLANS FOR

HILLSBOROUGH COUNTY, FLORIDA

V E

"INCREASE PROFIT -- SUBMIT VECP'S"

TO ACCOMPANY SOLICITATION

114379-THMD16-GI001COV.dgn

$AFETY PAY$

In Many Ways!

Jacksonville District

P ro du ct iv ity

In cr ea se d

Quality

Increased

MAINTENANCE DREDGING

43-FOOT, 41-FOOT, AND 34-FOOT PROJECTS,

CUT-A (HB), CUT-C (HB), AND CUT-D (HB)

HILLSBOROUGH BAY (HB)

W912EP-16-B-0007NO.

SHEET TITLESHEET ID

G-02

G E

N E

R A

E X T

O D

R A

G S

INDEX TO DRAWINGS

SHEET TITLESHEET ID

GENERAL

SHEET TITLESHEET ID

C-01

C-02

C-03

C-04

C-05

C-06

G-05

C-12

C-13

C-07

C-08

C-09

C-10

C-11

C-15

C-16

C-17

C-18

C-19

G-01

G-02

G-03

G-04

COVER

CHANNEL CONTROL DATA

C-14

DREDGING PLAN -STA. 200+00 (GP) TO STA. 30+00 CUT-A (HB)

DREDGING PLAN -STA. 30+00 CUT-A TO STA. 6+00 CUT-C (HB)

G-06 CHANNEL CONTROL DATA

CIVIL CIVIL

INDEX TO DRAWINGS

PROJECT OVERVIEW

CHANNEL CROSS SECTIONS

DREDGE MATERIAL PLACEMENT FACILITY - 3D

-S

J H

-G

I1 in d e x .d g n

DREDGING PLAN -STA. 336+00 (HB) CUT-C TO STA. 29+00 CUT-D (HB)

DREDGING PLAN -STA. 29+00 CUT-D (HB) TO STA. 61+00 CUT-D (HB)

DREDGING PLAN -STA. 6+00 CUT-C (HB) TO STA. 40+00 CUT-C (HB)

DREDGING PLAN -STA. 40+00 CUT-C (HB) TO STA. 73+00 CUT-C (HB)

DREDGING PLAN -STA. 73+00 CUT-C (HB) TO STA. 105+00 CUT-C (HB)

DREDGING PLAN -STA. 105+00 CUT-C (HB) TO STA. 139+00 CUT-C (HB)

DREDGING PLAN -STA. 139+00 CUT-C (HB) TO STA. 172+00 CUT-C (HB)

DREDGING PLAN -STA. 172+00 CUT-C (HB) TO STA. 205+00 CUT-C (HB)

DREDGING PLAN -STA. 205+00 CUT-C (HB) TO STA. 237+00 CUT-C (HB)

DREDGING PLAN -STA. 237+00 CUT-C (HB) TO STA. 270+00 CUT-C (HB)

DREDGING PLAN -STA. 270+00 CUT-C (HB) TO STA. 303+00 CUT-C (HB)

DREDGING PLAN -STA. 303+00 CUT-C (HB) TO STA. 336+00 CUT-C (HB)

DREDGING PLAN -STA. 61+00 CUT-D (HB) TO STA. 20+00 CUT-D (SC)

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

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

A T

T A

M P

A H

A R

B O

R F

L O

M A

T E

N A

N C

E D

R E

D G

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

M .R .2 /D

B V

C K

D B

J .W .L

M .P .N

C U

T -A

H B C

U T -C

H B A

N D C

U T -D

H B

-F

O O

T -F

O O

A N

-F

O O

T P

R O J

E C

T S

L S

B O

R O

U G

H B

A Y

H B

M A

POINT

PENDOLA

(DMPF-3D)

DREDGE MATERIAL PLACEMENT FACILITY - 3D

G-03

G E

N E

R A

-T

H M

D -G

I0 v ic .d g n

Y=1,310,000

Y=1,300,000

Y=1,280,000

Y=1,270,000

Y=1,260,000

X ,0

Y=1,290,000

P R

O J

E C

T O

V E

R V

CB-JH99-22

49.5

S E

D D

O N C

H A

N N

E L

GRAPHIC SCALE

4,000'2,000'02,000'

HILLSBOROUGH COUNTY

CITY OF TAMPA

McDILL AIR FORCE BASE

STATE OF FLORIDA

GENERAL NOTES:

P R O J E

L I M I T S

H I L L S B O R O U G H

B A Y

POINT

HOOKERS

ISLAND

HARBOR

C H

A N

N E L

B A

E A S T

TERMINAL CHANNEL

PORT SUTTON

E X

T E

N S

E X T E N S

C H

A N

N E

S P

A R

K M

A N

L O

W E

C H

A N

N E

S P

A R

K M

A N

U P P

E R

DALUTH C

HANNEL

McKAY BAY

Y B

O R C

H A

N N

E L

L S B

O R

O U

G H R

E R

PORT SUTTON TURNING BASIN

ISLAND

DAVIS

LEGEND

ABBREVIATIONS

BID ITEM

DEPTH (CY)

REQUIRED

VOLUME TO

OVERDEPTH (CY)

ALLOWABLE

VOLUME IN

(CY)

VOLUME

TOTAL

CHANNEL

BASE

TOTALS

TO OCCUR BETWEEN THE DATE OF THE SURVEY AND THE COMMENCEMENT OF DREDGING.

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING

NOTE:

C/L

DWG.

EX.

HORIZ

MLLW

KTD

NAD 83

NAVD 88

NO.

PID

RGE.

SPCS

STA.

VAR.

VERT

DMPF

VERTICAL

VARIES

TAMPA BAY

STATION

STATE PLANE COORDINATE SYSTEM

RANGE

PORT TAMPA

POINT OF INTERSECTION

PERMANENT IDENTIFIER

NUMBER

NORTH AMERICAN DATUM OF 1983

MEAN LOWER LOW WATER

KINEMATIC TIDAL DATUM

HILLSBOROUGH BAY

HORIZONTAL

FEET

EXISTING

DRAWING

CENTERLINE

DREDGE MATERIAL PLACEMENT FACILITY

NORTH AMERICAN VERTICAL DATUM OF 1988

ELEVATION AND LOCATION

CORE BORING

LOCATION AND DESIGNATION

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

VERTICAL CONTROL MONUMENT

DREDGING AREAS

AIDS TO NAVIGATION

PROJECT CHANNEL

6,000

35,000

17,000

20,000

4,000

103,000

39,000

150,000

100,000

95,000

105,000

25,000

524,000

45,000

185,000

117,000

115,000

125,000

29,000

627,000

CUT-A (HB) STATION 0+00 TO 60+44.9 (+WIDENERS)

CUT-C (HB) STATION 0+00 TO 120+00 (+WIDENERS)

CUT-C (HB) STATION 120+00 TO 210+00

CUT-C (HB) STATION 210+00 TO 265+00

CUT-C (HB) STATION 265+00 TO 341+77.7

CUT-D (HB) STATION 10+00 TO 72+88.28

DMPF-3D

Q 261

872 6562 B TIDAL

PROJECT VICINITY

872 6562 E TIDAL

872 6562 A TIDAL

C U

T -D (H

C U

T -C

H B

CUT-

A (H

SURVEY CONTROL

DESIGNATION PID Y-NORTHING X-EASTING NAVD88 MLLW

CONTROL.

LOCATION OF THE MONUMENT. DO NOT USE THIS POSITION FOR HORIZONTAL

NOTE: "SC" INDICATES A SCALED HORIZONTAL POSITIONAL TO AID IN THE FIELD

872 6562 A TIDAL

872 6562 E TIDAL

872 6562 B TIDAL

Q 261

AG7605

AG7601

AG7604

AG6024

1,262,590 SC

1,262,516.62

1,262,518.22

1,300,992.47

523,280 SC

523,893.36

523,350.58

511,629.88

9.19

8.04

8.02

5.18

10.77

N/A

6.90

DESIGNATION

GRAB SAMPLE LOCATION AND

GADSDEN P

OIN

T C

HBA11-001

6. SEE DWG. C-19 FOR DMPF-3D SURVEY NOTES.

5. SEE DWG. C-01 FOR CHANNEL SURVEY NOTES.

4. SEE DWG. G-04, G-05, AND G-06 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 WEST ZONE COORDINATE SYSTEM AND REFERENCED TO THE

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

REQUIRED BY ER 1110-1-8152.

PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

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

CUBIC YARDS (CY)

ESTIMATED DREDGING QUANTITIES IN

OPTION A

OPTION B

OPTION C

OPTION D

10,000 11,0001,000CUT-D (HB) STATION 2+62.2 TO 10+00

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

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

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D B

P L

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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

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L O

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C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

M .R .2 /D

B V

C K

D B

J .W .L

M .P .N

C U

T -A

H B C

U T -C

H B A

N D C

U T -D

H B

-F

O O

T -F

O O

A N

-F

O O

T P

R O J

E C

T S

L S

B O

R O

U G

H B

A Y

H B

M A

C -0

C-03

C-04

C-05

C-06

C-07

C-08

C-09

C-10

C-11

C-12

C-

GULF OF MEXICO

LAKE

OKEECHOBEE

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT LAUDERDALE

FT MYERS

MIAMI

TAMPA

KEY WEST

ATLANTIC

OCEAN

OF WORK

LOCATION

CANAVERAL

ST LUCIE

ST AUGUSTINEGAINESVILLE

PALM BEACH

LOCATION MAP

NOT TO SCALE

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

G-04

G E

N E

R A

Y=1,270,000

Y=1,260,000

X ,0

Y=1,250,000

Y=1,240,000

X ,0

MATCHLINE DRAWING G-05 STA. 40+00 CUT-C (HB)

-T

H M

D -G

I0 c tl .d g n

STA. 100+00 CUT-E (TB)

S T

U T -G

T B

C H

A N

N E

L C

O N

T R

O L D

A T

NOTES:

2. REFER TO THIS DRAWING FOR CHANNEL CONTROL DATA NOTES.

1. SEE DRAWING G-03 FOR PROJECT OVERVIEW AND GENERAL NOTES.

CUT-

A (H

GADSDEN P

OIN

T C

C U

T -F T

C U

T -E T

124 14

86 132

X V

X V I

I X

R G

RGE.

CUT-G (PT)

RGE. 200

RGE. 400

R G

RGE.

RGE. 0

R G

C U

T -C

H B xvi xv x ix

487,038.90

487,076.35

1,254,445.22

1,244,748.81

511,281.16

505,965.22

1,264,541.19

1,261,663.42

1,264,384.74

1,261,435.71

1,255,302.07

1,254,295.07

1,253,140.61

1,251,386.14

1,244,709.27

511,517.30

506,069.73

489,987.14

488,495.12

487,703.14

487,300.72

487,326.50

1,254,667.73

1,261,891.13

1,263,363.78

1,264,669.54

1,265,836.66

1,267,486.69

486,920.77

505,860.71

508,581.06

509,819.96

510,593.22

511,312.61

1,243,631.29

1,246,006.23

1,252,747.78

1,254,527.55

486,446.12

486,821.49

486,795.45

485,332.63

1,254,273.26487,289.57

511,045.02 1,264,697.64

1,244,788.35

1,254,284.12

1,262,294.23

1,261,589.14

486,826.20

486,789.52

506,605.34

505,068.89

POINTS

CHANNEL

POINTS

CHANNEL

(X) EASTING

(X) EASTING (Y) NORTHING

(Y) NORTHING

CHANNEL CONTROL DATA

PLANE COORDINATES (NAD83(90))

CONTROL DATA

CHANNEL CENTERLINE

KEY PLAN

NOT TO SCALE

G-04

G-05

G-06

CHANNEL CONTROL DATA NOTES:

FURNISHED BY THESE PLANS.

GEOID MODEL ASSOCIATED WITH THE DATA SHOWN BY THE HYDROGRAPHIC SURVEY

THE SURVEY CONTROL MARKS, TIDAL CALIBRATION BENCH MARKS, “KTD”FILE AND

REFER TO THE ACCOMPANYING “SURVEY NOTES”AND “SURVEY COVER SHEET”FOR

LISTED ABOVE.

GPS OBSERVATIONS ARE REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE PPCPs

PERFORMED UTILIZING REAL-TIME KINEMATIC (RTK) OR REAL-TIME NETWORK (RTN)

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS

CONSTRUCTION SURVEY POSITIONING CRITERIA:

HEIGHTS RELATIVE TO MLLW.

OPERATIONS DIVISION USED TO CORRECT OBSERVED GPS DERIVED ELEVATIONS TO

CONTROL AND CALIBRATION TIDE GAUGE SITES CURRENTLY EMPLOYED BY

REFER TO THE NOTES OF THE LATEST FIELD SURVEY FOR THE SPECIFIC SURVEY

Cut J (PT) & Cut K (PT)872 6607Port Tampa

Port Sutton, & McKay Bay Channels872 6657Davis Island

Port Sutton, & McKay Bay Channels872 6668Hooker Point

Davis Island, Seddon Island872 6639Ballast Point

Cut C (HB) and Alafia River Channel872 6604Long Shoal-MacDill and Cut G (PT)

Gadsden Point Cut to PI Cut A & C (HB872 6573Gadsden Point

CutS D, E, F, J AND J2872 6520St. Petersburg

Cut A, Cut B, and Cut C872 6384Port Manatee

Egmont Cuts & Mullet Key Cut872 6364Mullet Key

Egmont Cuts & Mullet Key Cut872 6347Egmont Key

PPCPsGAGE STATION IDNOAA GAGE

TIDAL CALIBRATION PPCP GAGES:

Alafia River, Hillsborough River

Hillsborough Bay, Pt Sutton,AG6024 (OPUS-DB)Q 261

Old Tampa BayAG5333 (NGS IDB)GANDY

Cuts C, D, E, F, J AND J2BBCD48 (OPUS-DB)DILLMAN

Cut A thru BBBBT27 (OPUS-DB)2004872 6384 K

Egmont thru Mullet Key CutAG0988 (OPUS-DB)TH 89

CHANNEL REACHNGSIDB/OPUS PIDNSRS PPCP

DIRECTION.

IF DIFFERENCES ARE FOUND TO EXIST, ALERT USACE PERSONNEL FOR FURTHER

ON THE COVER PAGE OF THE PLANS

SHOWN FOR THE PPCP. CONSULT THE ACCOMPANYING “SURVEY NOTES”AS FOUND

DATABASES, BASED ON THE PERMANENT IDENTIFIER (PID) OR GAGE STATION ID

REFERENCE SYSTEM (NSRS) NGSIDB, OPUS/DB, AND/OR NOAA CO-OPS NWLON

VERIFIED FOR CHANGES AS COMPARED TO THE CURRENT NOAA NATIONAL SPATIAL

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

PRIMARY PROJECT CONTROL POINTS (PPCP):

SURVEY NOTES FOR “KTD”FILE NAME.

ACCOMPANYING EACH SURVEY FROM THE JACKSONVILLE DISTRICT. REFER TO

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

ANY THIRD PARTY ATTEMPT TO DUPLICATE THIS SURVEY SHALL OBTAIN THE

CORRECT OBSERVED ORTHOMETRIC HEIGHTS TO THE MLLW REFERENCE DATUM.

A MODIFIED VDATUM BASED KINEMATIC TIDE DATUM MODEL “KTD FILE”IS USED TO

EQUALIVALENT.

THIS, THE KTD FILE AND THE VDATUM MODEL FILE ARE NOT TO BE CONSIDERED

POINTS ALONG A PARTICULAR REACH OF A NAVIGATION PROJECT. AS A RESULT OF

DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM VALUES AT DISCREET

A RESULT OF EITHER OMISSIONS IN THE ORIGINAL VDATUM COVERAGE, OR GROSS

CONTAIN EDITS OR ADDITIONS NOT FOUND IN THE VDATUM MODEL. THESE EDITS ARE

CORRECTIONS. THOUGH DERIVED FROM THE VDATUM MODEL, THE KTD FILE MAY

USE BY THE HYDROGRAPHIC SOFTWARE FOR REAL TIME VERTICAL DATUM

MODEL WAS USED TO CONSTRUCT A KINEMATIC TIDAL DATUM GRID FILE (KTD) FOR

VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 01, RELEASE 9 APRIL 2010. THIS

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

TIDAL MODEL:

DATUM OF 1988 (NAVD88)

ORTHOMETRIC HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL

(MLLW), BASED ON THE NOAA 1983-2001 NATIONAL TIDAL DATUM EPOCH.

THE TIDAL REFERENCE GRADE FOR THIS PROJECT IS MEAN LOWER LOW WATER

VERTICAL REFERENCE SYSTEM:

MASTER CHANNEL FRAMEWORK DESIGN FILE FOR THIS PROJECT.

LIMITS CONFORM TO THE AUTHORIZED PROJECT DIMENSIONS, AS SHOWN IN THE

EACH CHANNEL REACH. UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND

OFFSET COORDINATES ARE RELATIVE TO THE INDICATED CHANNEL BASELINE FOR

MEASUREMENT UNITS ARE THE U.S. SURVEY FOOT. CHANNEL STATIONING AND

FLORIDA STATE PLANE COORDINATE SYSTEM (SPCS)WEST ZONE (0902).

SPATIAL REFERENCE SYSTEM (NSRS). GRID COORDINATES ARE SHOWN IN THE

DATUM OF 1983 (NAD83), BASED ON THE CURRENT VERSION OF THE NOAA NATIONAL

THE HORIZONTAL REFERENCE DATUM FOR THIS PROJECT IS THE NORTH AMERICAN

HORIZONTAL REFERENCE SYSTEM:

REVISION: 04 MAY 2015

10 9 8 7 6 5 4 3 2

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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

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M .R .2 /D

B V

C K

D B

J .W .L

M .P .N

C U

T -A

H B C

U T -C

H B A

N D C

U T -D

H B

-F

O O

T -F

O O

A N

-F

O O

T P

R O J

E C

T S

L S

B O

R O

U G

H B

A Y

H B

M A

T A M P A B A Y

H I L L S B O R O U G H B A Y

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

G-05

G E

N E

R A

-T

H M

D -G

I0 c o n tr o l.

d g n

MATCHLINE DRAWING G-06 STA. 290+00 CUT-C-(HB)

MATCHLINE DRAWING G-04 STA. 40+00 CUT-C-(HB)

Y=1,290,000

Y=1,280,000

Y=1,270,000

X ,0

ALAFIA

RIVER CHANNEL

GRAPHIC SCALE

NOTES:

2. SEE DRAWING G-04 FOR CHANNEL CONTROL DATA NOTES.

1. SEE DRAWING G-03 FOR PROJECT OVERVIEW AND GENERAL NOTES.

C H

A N

N E

L C

O N

T R

O L D

A T

C U

T -C

H B

R G

C U

T -C

H B

R G

KEY PLAN

NOT TO SCALE

G-04

G-05

G-06

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10 9 8 7 6 5 3 2 1

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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

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A H

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T E

N A

N C

E D

R E

D G

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

M .R .2 /D

B V

C K

D B

J .W .L

M .P .N

C U

T -A

H B C

U T -C

H B A

N D C

U T -D

H B

-F

O O

T -F

O O

A N

-F

O O

T P

R O J

E C

T S

L S

B O

R O

U G

H B

A Y

H B

M A

Y=1,315,000

Y=1,310,000

Y=1,305,000

Y=1,300,000

Y=1,295,000

X ,0

G-06

G E

N E

R A

-T

H M

D -G

I0 c o n tr o l.

d g n

1,600'800'0800'

MATCHLINE DRAWING G-05 STA. 290+00 CUT-C-(HB)

NOTES:

C H

A N

N E

L C

O N

T R

O L D

A T

2. SEE DRAWING G-04 FOR CHANNEL CONTROL DATA NOTES.

1. SEE DRAWING G-03 FOR PROJECT OVERVIEW AND GENERAL NOTES.

XIX

X X

V I

X X

X I

X X

XVIII

X X I

X X

XVI

X X

X X V A

X X

V B

70 128

65 67

R G

E . 2

R G

E . 4

R G

E . 2

R G

E . 3

R G

E . 4

R G

E V

A R

RGE. 0

RGE. 162.8

R G

RGE. 162.8

RGE. 0

RGE. 200

R G

R G E . 300

R G E . 150

V A R

R G

R G E . (-)488.85

R G

E . 0

E A

S T B

A Y C

H A

N N

E L E

X T

E N

C U

T -D (H

C U

T -C

H B

PORT SUTTON TERMINAL CHANNEL

E A S T B

A Y C

H A

N N

E L

S E

D D

O N C

H A

N N

E L

Y B

O R C

H A

N N

E L

C H

A N

N E

S P

A R

K M

A N

U P P

E R

C H

A N

N E

S P

A R

K M

A N

L O

W E

C H

A N

N E L E

X T E N S

E A S T B

A Y

TURNIN

G B

ASINYBOR

POINTS

CHANNEL PLANE COORDINATES (NAD83(90))

POINTS

CHANNEL PLANE COORDINATES (NAD83(90))

512,197.72

512,169.47

512,107.88

512,117.55

512,078.88

511,793.24

512,041.25

514,749.63

514,717.79

514,767.56

514,755.75

514,982.38

515,333.30

516,109.82

516,820.22

517,846.88

517,870.33

516,155.31

516,153.01

516,401.40

517,338.10

518,170.77

518,157.07

519,131.70

520,257.38

520,518.14

518,106.51

517,647.40

517,643.19

518,145.63

518,142.66

518,289.40

524,484.28

524,483.06

516,133.23

515,589.49

514,516.78

1,308,779.68

1,308,735.05

1,308,500.89

1,308,447.13

1,308,286.72

1,305,694.00

1,304,240.03

1,298,599.04

1,298,267.24

1,298,262.46

1,298,139.28

1,297,864.55

1,297,803.75

1,298,350.93

1,299,119.06

1,300,881.87

1,306,048.74

1,307,650.11

1,308,500.53

1,308,499.60

1,307,624.97

1,306,163.42

1,302,548.02

1,302,544.34

1,304,523.22

1,304,374.88

1,300,135.37

1,299,378.85

1,298,688.38

1,298,685.32

1,298,199.20

1,298,064.93

1,298,027.10

1,297,827.10

1,297,878.09

1,297,494.94

1,295,648.48

POINTS

CHANNEL PLANE COORDINATES (NAD83(90))

508,391.70

511,414.03

513,311.01

513,172.70

513,203.85

511,936.72

511,504.18

514,545.22

516,154.75

518,020.58

518,007.07

520,387.76

517,538.75

524,484.05

518,289.17

516,018.01

514,384.81

511,281.16

1,311,148.18

1,304,853.28

1,316,450.77

1,312,145.17

1,312,154.97

1,308,822.75

1,304,896.56

1,298,562.69

1,307,855.85

1,306,113.67

1,302,548.59

1,304,449.05

1,299,440.66

1,297,989.88

1,298,027.71

1,298,041.57

1,296,890.71

1,264,541.19

XXXII

XXXI

XXX

XXIX

XXVIII

XXVII

XXVI

XXVB

XXVA

XXIV

XXIII

XXII

XXI

XIX

XVIII

XVII

XVI

CONTROL DATA

CHANNEL CENTERLINE

(X) EASTING (X) EASTING(Y) NORTHING (Y) NORTHING

(Y) NORTHING(X) EASTING

514,298.95

511,340.52

512,971.35

512,132.72

511,709.24

514,628.99

514,679.34

514,246.11

514,059.49

511,299.12

508,576.37

508,487.00

508,276.04

508,283.12

508,620.36

509,259.42

509,115.03

508,884.58

511,271.09

511,361.22

511,740.72

512,295.17

512,224.55

512,040.63

511,536.45

511,204.67

511,122.46

512,613.46

512,941.22

512,991.19

513,111.11

513,510.91

513,390.99

513,415.97

513,396.31

512,307.52

1,298,613.54

1,305,237.42

1,312,106.24

1,308,775.50

1,304,931.54

1,296,818.11

1,297,342.92

1,298,062.80

1,299,112.28

1,304,861.58

1,310,532.52

1,310,599.65

1,311,039.02

1,311,375.16

1,311,537.08

1,311,233.71

1,310,874.10

1,310,352.66

1,305,382.04

1,305,425.32

1,308,870.00

1,310,807.21

1,311,177.34

1,311,395.58

1,311,632.64

1,311,528.71

1,311,791.13

1,312,250.15

1,312,725.68

1,312,724.08

1,316,457.19

1,316,444.35

1,312,711.24

1,312,710.44

1,312,098.41

1,309,235.18

CHANNEL CONTROL DATACHANNEL CONTROL DATA

KEY PLAN

NOT TO SCALE

G-04

G-05

G-06

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

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

A T

T A

M P

A H

A R

B O

R F

L O

M A

T E

N A

N C

E D

R E

D G

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

M .R .2 /D

B V

C K

D B

J .W .L

M .P .N

C U

T -A

H B C

U T -C

H B A

N D C

U T -D

H B

-F

O O

T -F

O O

A N

-F

O O

T P

R O J

E C

T S

L S

B O

R O

U G

H B

A Y

H B

M A

Q 261

M A

T C

H L

E D

W G

C -0

T A

U T -A

H B

CUT-A-(HB)

C-07

C-06

C-05

C-04

C-03

C -0

NOT TO SCALE

KEY PLAN

CUT-

A (H

C U

T -C

H B

C-08

C-09

B A Y

H I L L S B O R O U G H

DMPF-3D

S T

A C

U T -A

H B

AIDS TO NAVIGATION

PLANE COORDINATES

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

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

A T

T A

M P

A H

A R

B O

R F

L O

M A

T E

N A

N C

E D

R E

D G

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

M .R .2 /D

B V

C K

D B

J .W .L

M .P .N

C U

T -A

H B C

U T -C

H B A

N D C

U T -D

H B

-F

O O

T -F

O O

A N

-F

O O

T P

R O J

E C

T S

L S

B O

R O

U G

H B

A Y

H B

M A

-7

-8

C-01

GRAPHIC SCALE

200'100'0100'

E N

A M

E H

E R

D R

E D

G P

L A

S T

A G

A D

S D

O N -P

T C

U T

S T

A C

U T -A

H B

S T

A C

U T -A

H B

S T

A C

U T -A

H B

S T

A C

U T -A

H B

RGE. 500

RGE. 250

RGE. 0

X ,0

PLUS 2-FOOT ALLOWABLE OVERDEPTH

43-FOOT REQUIRED DEPTH

S T

A C

U T -A

H B

S T

G P

T O S

T A

U T -A

NOTE:

P.I. STA. 202+56.06 GADSDEN-POINT CUT

P.I. STA. 0+00.00 CUT-A-(HB)

S T

A D

S D

E N -P

T C

U T

RGE. 70

S T

A C

U T -A

H B

AND SURVEY CONTROL MONUMENTS.

1. SEE DRAWING G-03 FOR PROJECT OVERVIEW AND GENERAL NOTES

C-16

HBA11-001

SURVEYING, 30 NOV 13.

WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

9. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS

THE TIME OF SURVEY.

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

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

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

CUT-D (HB) 10 & 11 FEB 2016SB-44

CUT-A (HB) 11 MAR 2016JACKSONVILLE

CUT-A (HB) 09 MAR 2016JACKSONVILLE

CUT-C (HB) 17 FEB 2016JACKSONVILLE

CUT-C (HB) STA. 100 130 12 FEB 2016JACKSONVILLE

CUT-C (HB) STA. 130-220 11 FEB 2016JACKSONVILLE

CUT-C (HB) STA. 220-316 10 FEB 2016JACKSONVILLE

AREA SURVEYED SURVEY VESSEL DATE OF SURVEY

DUAL- FREQUENCY (28/200 KHZ) SINGLE BEAM TRANSDUCER AND AN R2 SONIC 2024 OPERATING AT 240 KHZ.

7. VERTICAL MEASUREMENTS WERE MADE USING A ROSS MODEL 835C SMARTSOUNDER WITH

TIDE STAFF LOCATED FROM TIDAL BENCHMARK “Q-261” (NGS PID# AG6024)

REFERENCE BASE LOCATED AT “Q-261” (NGS PID# AG6024)

TIDE STAFF LOCATED FROM TIDAL BENCHMARK “872-6562 B” (NGS PID# AG7604)

REFERENCE BASE LOCATED AT NOS “872-6562 B” (NGS PID# AG7604)

FOLLOWING REFERENCE BASE LOCATION:

6. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC GPS POSITIONING WITH THE

ZONE OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD 83).

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

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

TO MLLW USING A KINEMATIC TIDE DATUM MODEL (SPC-FL-WEST-2010-12-07.KTD)

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

NOAA TIDAL STATION 872-6562, HILLSBOROUGH BAY EAST FOR CUT-A (HB) & CUT-C (HB)

NOAA TIDAL STATION 872-6657, DAVIS ISLAND, HILLSBOROUGH BAY FOR CUT-C (HB) & CUT-D (HB)

MLLW HEIGHTS OF THE BENCH MARKS ASSOCIATED WITH THE TIDE GAGE SITE SPECIFIED BELOW:

ADMINISTRATION (NOAA). NOAA’S VDATUM MODEL WAS USED AND CALIBRATED TO THE PUBLISHED

TIDAL EPOCH 1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC

2. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW),

1. REFER TO SURVEY NO. 16-062.

SURVEY NOTES

Y=1,260,500

Y=1,261,000

Y=1,261,500

Y=1,262,000

Y=1,262,500

X ,0

X ,5

X ,0

X ,5

X ,0

H I L L S B O R O U G H B A Y

1,261,384506,064RLB-8 (07/15)

1,261,958505,832GLB-7 (07/15)

RGE. VARIES

RGE. 500

RGE. 250

RGE. 0

.5 .5

C-07

C-06

C-05

C-04

C-03

C -0

NOT TO SCALE

KEY PLAN

CUT-

A (H

C U

T -C

H B

C-08

C-09

B A Y

H I L L S B O R O U G H

DMPF-3D

AIDS TO NAVIGATION

PLANE COORDINATES

-9

-1 0"

"R N

B -1 C

-1 1"

C-02

200'100'0100'

GRAPHIC SCALE

D R

E D

G P

L A

-T

H M

D -C

N p ln .d g n

RANGE V

ARIE

RANGE

VARI

R A

N G

R A

N G

S T

A C

U T -A

H B

S T

A C

U T -A

H B

S T

A C

U T -A

H B

S T

A C

U T -A

H B

S T

A C

U T -A

H B

X ,5

X ,0

X ,5

Y=1,263,500

Y=1,262,500

Y=1,262,000

C U

T -C

H B

PLUS 2-FOOT ALLOWABLE OVERDEPTH

43-FOOT REQUIRED DEPTH

M A T C

LIN

E D

W G . C -03 S

T A . 6+00 C

U T -C (H

CUT-A-(HB)

M A

T C

H L

E D

W G

C -0

T A

U T -A

H B

NOTE:

S T

U T -A

H B

T O S

T A

U T -C

H B

1. SEE DRAWING G-03 FOR PROJECT OVERVIEW AND GENERAL NOTES.

P.I. STA. 0+00 CUT-C (HB)

P.I. STA. 60+44.90 CUT-A (HB)

S T

A C

U T -A

H B

C U

T -A

H B

C U

T -A

H B

C U

- A

H B

C U

T -A

H B

C-16

HBA11-002

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

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

A T

T A

M P

A H

A R

B O

R F

L O

M A

T E

N A

N C

E D

R E

D G

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

M .R .2 /D

B V

C K

D B

J .W .L

M .P .N

C U

T -A

H B C

U T -C

H B A

N D C

U T -D

H B

-F

O O

T -F

O O

A N

-F

O O

T P

R O J

E C

T S

L S

B O

R O

U G

H B

A Y

H B

M A

RANGE 500

RANGE 250

RANGE 0

X ,0

X ,5

0Y=1,264,500

Y=1,264,000

RANGE 750

RANGE 70

RANGE 150

X ,5

1,264,665511,558RNB-12C (07/15)

1,264,669509,851GLB-11 (07/15)

1,263,709510,354RLB-10 (07/15)

1,263,397508,593GLB-9 (07/15)

H I L L S B O R O U G H B A Y

Y=1,263,000

STA. 5+00 CUT-C (HB)

R A

N G

0RANGE

VARI

RANGE

VARI

RANGE VARIES

CUT-C (HB)

RANGE 0

RANGE 250

RANGE 500

RANGE 700

H I L L S B O R O U G H B A Y

RANGE VARIES

RANGE 0

RANGE 120

RANGE 190

Y ,2

RANGE 250

RANGE 350

RANGE 500

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