GROUP4-10-R-J037_Plans.pdf

PDF 30 MB Posted Jun 22, 2017

Attached to: Tampa Harbor, Maintenance Dredging, 34 and 43-Foot Project, Hillsborough Bay (HB)
Solicitation number: GROUP4-10-R-J037
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Group_4-10-R-J037_Revision_0005.pdf	PDF	Aug 2, 2017
Group_4-10-R-J037_Revision0004.pdf	PDF	Aug 1, 2017
Group_4-10-R-J037_Revision0003.pdf	PDF	Jul 25, 2017
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17-026_xyz.7z	7Z file	Jul 13, 2017
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Group_4-10-R-J037_Revision_0001.pdf	PDF	Jul 13, 2017
St-Pete-Hbr-GDR-2017.pdf	PDF	Jun 22, 2017
Tampa_Harbor_MD_FY17_GDR_updated_15March2017.pdf	PDF	Jun 22, 2017
GROUP4-10-R-J037_Specs_Vol_I.pdf	PDF	Jun 22, 2017

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W .I .H of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

GROUP4-10-R-J037

XXXXXX-XX-X-XXXX

VOLUME X

JACKSONVILLE DISTRICT

P I N E L L A S C O U N T Y

H I L L S B O R O U G H C O U N T Y

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

G U L F O F M E X I C O

T A M P A B A Y

T A M P A

G-01

G E

N E

R A

C O

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H E

N R

P R

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E C

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

-T

H M

D -G

Io o .d g n

DISPOSAL AREA DMPF 3-D

PROJECT LIMITS

TAMPA HARBOR, MAINTENANCE DREDGING 34 AND 43-FOOT PROJECT

HILLSBOROUGH BAY(HB), YBOR CHANNEL, UPPER AND LOWER SPARKMAN,

06-27-2017

DREDGING 24-FOOT PROJECT, ENTRANCE CHANNEL AND TURNING BASIN

PORT SUTTON AND EAST BAY, AND ST. PETERSBURG HARBOR, MAINTENANCE

A N

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T P

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S B

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C T E

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E L A

N D T

U R

G B

SHEET TITLESHEET ID

INDEX TO DRAWINGS

SHEET TITLESHEET ID

G-01

G-02

G-03

SHEET TITLESHEET ID

ABBREVIATIONS AND SYMBOLS

G-02

E X T

O D

R A

G S

G E

N E

R A

SHEET INDEX

COVER

DREDGING PLAN - STA. 303+00 CUT-C TO STA. 12+00 PSC

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

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

DREDGING PLAN - STA. 61+00 CUT-D TO STA. 22+00 LSC

DREDGING PLAN - STA. 24+00 LSC TO STA. 57+00 LSC

DREDGING PLAN - STA. 12+00 PSC TO STA. 4+00 PSTC

DREDGING PLAN - STA. 0+00 EBC TO STA. 33+00 EBC

DREDGING PLAN - STA. 33+00 EBC TO STA. 57+62 EBC

DREDGING PLAN - STA. 0+00 EBC(1) TO STA. 33+00 EBC(1)

DREDGING PLAN - STA. 33+00 EBC(1) TO STA. 29+94 EBC(2)

TYPICAL CROSS SECTIONS

-T

H M

D -G

Io o .d g n

DISPOSAL AREA DMPF 3-D

CIVIL

PART A

GENERAL

PROJECT OVERVIEW

CHANNEL CONTROL DATA

G-01a

G-02a

PART B

GENERAL

PROJECT OVERVIEW

CHANNEL CONTROL DATA

G-01b

G-02b

CIVIL

C-01a

C-02a

C-03a

C-04a

C-05a

C-06a

C-07a

C-08a

C-09a

C-10a

C-11a

C-12a

C-13a

C-14a

C-15a

C-16a

C-01b

C-02b

C-03b

C-04b CROSS SECTIONS CHANNEL

DREDGING PLAN - STA. 25+00 ENTRANCE CHN. TO STA. 45+00 ENTRANCE CHN.

DREDGING PLAN - STA. 296+00 CUT-A TO STA. 25+00 ENTRANCE CHN.

DREDGING PLAN - STA. 45+00 ENTRANCE CHAN. TO STA. 79+50 BAYBORO

DREDGING PLAN - STA. 10+00 YBOR CHAN. TO STA. 43+08 YBOR CHAN.

DREDGING PLAN - STA. 57+00 LSC TO STA. 10+00 YBOR CHAN.

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FULL SECTION

PARTIAL SECTION

REDUCED TO FIT

A1 SCALE: HORIZONTAL 1"=50', VERTICAL 1"=10'

REDUCED TO FIT

DRAWING AREA TITLE

DRAWING AREA TITLE WITH ASYMMETRICAL SCALES

DISCIPLINE DESIGNATOR

BEACH FILL CROSS SECTION R-76

BEACH FILL PLAN

0 50' 100' 10' 20'0

SCALE REFERENCE GRAPHIC SCALES

100' 200'0

GRAPHIC SCALES

SCALE: 1"=100'

SCALE REFERENCE

C-12

SHEET GRID - ROW AND COLUMN

VIEWING PLANE

CUTTING PLANE LINE

OBJECT REFERENCED

DRAWING WHERE SHOWN

SHEET GRID - ROW AND COLUMN

C-12

DRAWING WHERE SHOWN

SHEET GRID - ROW AND COLUMN

VIEWING PLANE

OBJECT REFERENCED

PATTERN SYMBOL KEY

G-03

A B

B R

E V

N S A

N D S

Y M

B O

L S

G E

N E

R A

LINE SYMBOL KEY REFERENCE SYMBOL KEY

DRAWING SET TABLE OF CONTENTS

TERMS AND ABBREVIATIONS

49.5

PID AF3134

LEGEND - AIDS TO NAVIGATION

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

TIDE STAFF

PROJECT DEPTH

PROJECT CHANNEL

DREDGING AREAS

ELEVATION AND LOCATION

CHANNEL LIMITS

CHANNEL PI POINTS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

IN DIRECTION OF ARROW

MONUMENT OFF SHEET

R - RESOURCES

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY / ENVIROMENTAL RESOURCE MAPPING

G - GENERAL

LEGEND - NAVIGATION

GEOTECHNICAL BORING LEGEND

CB-JH99-22 IDENTIFIER

P-JH99-22 IDENTIFIER

GS-JH99-22 IDENTIFIER

VB-JH99-22 IDENTIFIER

CORE BORING

PROBE

GRAB SAMPLE

VIBRACORE BORING

ANCHORING AREA

NO SPUDDING OR

NORTH INDICATOR

EXISTING UTILITIES

SEA GRASS LIMITS

-T

H M

D -G

Io o .d g n

(RIPRAP)

RIPRAP

RED/GREEN LIGHTED BUOY

NO WAKE

SIGN

EXISITNG SOIL

VERT

USC

USCG

USACE

TYP

TOS

TOL

TOB

STA

RGE

RFI

PSC

N.T.S.

NOAA

NAD83

NAVD88

MLW

MLLW

MHW

LSC

IWW

INV

HORZ

FDOT

FDEP

EOB

ELEV

ECL

EBCE

EBC

DWG

CHN.

CBL

BLVD

APPROX

VERTICAL

UPPER SPARKMAN CHANNEL

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

STATION

STREET

SQUARE FEET

RANGE

REQUEST FOR INFORMATION

ROAD

PORT SUTTON CHANNEL

POINT OF INTERSECTION

NOT TO SCALE

NUMBER

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1998

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LOWER SPARKMAN CHANNEL

LINEAR FOOT

INTRACOASTAL WATERWAY

IRON PIPE

INVERT

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EDGE OF BERM

ELEVATION

EROSION CONTROL LINE

EAST BAY CHANNEL EXTENSION

EAST BAY CHANNEL

DRAWING

COUNTY ROUTE

CENTERLINE

CHANNEL

CONSTRUCTION BASELINE

BOULEVARD

APPROXIMATE

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W .I .H

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A Y

M A

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D G

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N D

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R O J E

C T

J .E .B

V .M .B

M .A .R

W .I .H

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

GENERAL NOTES:

P R O J E C T L

I M I T

G-01a

N E

R A

P R

O J E

C T O

V E

R V

SCALE: 1" = 2,000' 0 4000'2000'

C I T Y O F T A M P A

L S B

O R

O U

G H

E R

BEACH

PALMETTO

ESTSTES

PARKLAND

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

PALM

RIV

SPOIL AREA

ALAFIA

RIV

ER C

HANNEL

I S L A N D S

D A V I S

ISLAND

HARBOUR

P O I N T

H O O K E R S

P E N I N S U L A

I N T E R B A Y

McKAY BAY

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

DMPF 3-D

NORTH CELL

SOUTH CELL

PROJECT OVERVIEW

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

CHANNELCHANNEL

DEPTH (CY)

REQUIRED

VOLUME TO

OVERDEPTH (CY)

ALLOWABLE

VOLUME IN

(CY)

VOLUME

TOTAL

BID ITEM

BASE

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

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING

NOTE:

UPPER SPARKMAN CHANNEL

LOWER SPARKMAN CHANNEL

EAST BAY CHANNEL

EAST BAY CHANNEL EXTENSION (1)

TOTALS

EAST BAY CHANNEL EXTENSION (2)

PORT SUTTON CHANNEL

PORT SUTTON TURNING BASIN

17,00014,000

9,0007,000

62,00042,00020,000

12,00011,000

27,00024,000

12,00010,000

37,000

14,000 19,000

3,000

2,000

1,000

3,000

1,000 2,000

2,000

123,000 160,000

5,000OPTION A

1,000

-T

H M

D -G

Io o a .d g n

DISPOSAL AREA

UPPER SPARKMAN STA. 73+50 TO YBOR STA. 40+00

7. SEE DRAWING C-16a FOR DISPOSAL PLAN.

6. SEE DRAWING C-01a FOR CHANNEL SURVEY NOTES.

5. SEE DRAWINGS G-02a FOR CHANNEL CONTROL DATA.

INDICATED.

PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE

DRAWINGS ARE FOR INFORMATION ONLY AND WERE NOT

4. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE

ASSIGNED THE PLUS SYMBOL (+).

DATUM. ALL ELEVATIONS SHOWN ABOVE REFERENCE DATUM WILL BE

3. DESIGN ELEVATIONS ARE IN US FEET AND REFERENCED TO MLLW

OF 1983 (NAD83(90)). ALL HORIZONTAL UNITS ARE U.S. SURVEY FEET.

TO THE 1990 ADJUSTMENT OF THE NORTH AMERICAN DATUM

STATE PLANE EAST SYSTEM (0901) AND ARE REFERENCED

2. SPATIAL COORDINATES SHOWN HEREIN ARE IN FLORIDA

BY ER 1110-1-8152.

ARE WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED

INDIVIDUALS THAT APPEAR ON THESE PROJECT DOCUMENTS

SIGNATURES AND REGISTRATION DESIGNATIONS OF

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

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT

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C T

J .E .B

V .M .B

M .A .R

W .I .H

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

PORT SUTTON TERMINAL CHANNEL

E A S T B

A Y C

H A

N N

E L

C U

T -C

H B

E A

S T B

A Y C

H A

N N

E L E

X T

E N

C U

T -D (H

S E

D D

O N C

H A

N N

E L

Y B

O R C

H A

N N

E L

TURNING BASIN

PORT SUTTON

C H

A N

TTO

NPO

R T

C H

A N

N E L E

X T E N S

E A S T B

A Y

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

EAST BAY

N O

R T H E

A S T C

H A

N N E L

U P P

E R B

A S

H A

N N

E L

E A S T B

A Y C

H A

N N E L

GARRIS

ON C

HANNEL

HARBOR ISLAND

T U

R N

G B

A S

U P P E R

R N

G B

A S

B A S

T U

R N

Y B

O R

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 DATA

PLANE COORDINATES (NAD83(90))

CHANNEL CONTROL DATA

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

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

POINTS

CHANNEL

POINTS

CHANNEL

POINTS

CHANNEL

CHANNEL CONTROL DATA NOTES:

REVISION: 04 MAY 2015

FURNISHED BY THESE PLANS.

MODEL ASSOCIATED WITH THE DATA SHOWN BY THE HYDROGRAPHIC SURVEY

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

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

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

COVER PAGE OF THE PLANS

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

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

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):

NAME.

SURVEY FROM THE JACKSONVILLE DISTRICT. REFER TO SURVEY NOTES FOR “KTD”FILE

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

THIRD PARTY ATTEMPT TO DUPLICATE THIS SURVEY SHALL OBTAIN THE KINEMATIC

CORRECT OBSERVED ORTHOMETRIC HEIGHTS TO THE MLLW REFERENCE DATUM. ANY

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

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

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

WITH THE PUBLISHED TIDE GAUGE DATUM VALUES AT DISCREET POINTS ALONG A

EITHER OMISSIONS IN THE ORIGINAL VDATUM COVERAGE, OR GROSS DISAGREEMENTS

ADDITIONS NOT FOUND IN THE VDATUM MODEL. THESE EDITS ARE A RESULT OF

THOUGH DERIVED FROM THE VDATUM MODEL, THE KTD FILE MAY CONTAIN EDITS OR

BY THE HYDROGRAPHIC SOFTWARE FOR REAL TIME VERTICAL DATUM CORRECTIONS.

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

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:

CHANNEL FRAMEWORK DESIGN FILE FOR THIS PROJECT.

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

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

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:

G-02a

N E

R A

C H

A N

N E

L C

O N

T R

O L D

A T

0 800' 1600'A1

SCALE: 1" = 800'

PLAN - CHANNEL CONTROL DATA

SURVEY CONTROL

DESIGNATION PID Y-NORTHING X-EASTING NAVD88 MLLW

Q 261

Q 261 AG6024 1,300,992.47 511,629.88 5.18 6.90

CONTROL.

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

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

HORIZONTAL AND VERTICAL CONTROL POINT.

VERTICAL CONTROL POINT.

-T

H M

D -G

Io a .d g n

51.8 51.8

51.7

51.4

51.0

50.9 50.8

50.7

50.6

50.5

50.4

50.4 50.4

50.3

50.2

50.1

50.1 50.1

50.0

50.0 50.0

50.0

49.9

49.9 49.9

49.9

49.8

49.8 49.8

49.8

49.7 49.7

49.7

49.7 49.7

49.7

49.6 49.6

49.6

49.6 49.6

49.6

49.6 49.6

49.6

49.5

49.5 49.5

49.5

49.5 49.5

49.5

49.4 49.4

49.4

49.4 49.4

49.4

49.4 49.4

49.4

49.3

49.3 49.3

49.3

49.3 49.3

49.3

49.2

49.2 49.2

49.2

49.2 49.2

49.2

49.1

49.1 49.1

49.1

49.1 49.1

49.1

49.0

49.0 49.0

49.0

48.9

48.9 48.9

48.9

48.8

48.8 48.8

48.8

48.7

48.7 48.7

48.7

48.7 48.7

48.7

48.6

48.6 48.6

48.6

48.5

48.5 48.5

48.5

48.5 48.5

48.5

48.4

48.4 48.4

48.4

48.4 48.4

48.4

48.3

48.3 48.3

48.3

48.2

48.2 48.2

48.2

48.1

48.1 48.1

48.1

48.1 48.1

48.1

48.0

48.0 48.0

48.0

48.0 48.0

48.0

48.0 48.0

48.0

47.9

47.9 47.9

47.9

47.8

47.8 47.8

47.8

47.7

47.7 47.7

47.7

47.6

47.6 47.6

47.6

47.5 47.5

47.5

47.5 47.5

47.5

47.4

47.4 47.4 47.4

47.4 47.4

47.4

47.3

47.3 47.3

47.3

47.3 47.3

47.3

47.2

47.2 47.2

47.2

47.1 47.1

47.1

47.1 47.1

47.0

46.9

46.9 46.9

46.9

46.9 46.9

46.9

46.8

46.8 46.8

46.8

46.7

46.6

46.6 46.6

46.6

46.6 46.6

46.6

46.6 46.6

46.6

46.5

46.4

46.3

46.3 46.3

46.3

46.3 46.3

46.3

46.2

46.2 46.2

46.2

46.1

46.0

45.9

45.9 45.9

45.8

45.8 45.8

45.8

45.8 45.8

45.7

45.6

45.5 45.5

45.5

45.4

45.4 45.4

45.4

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

45.0

45.0 45.0

45.0

45.0 45.0

45.0

44.9

44.8 44.8

44.8

44.8 44.8

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

44.4

44.4 44.4

44.4

44.3

44.2

44.1

44.0

44.0 44.0

44.0

43.9

43.9 43.9

43.9

43.8

43.7

43.7 43.7

43.7

43.6

43.5

43.5 43.5

43.5

43.4

43.4 43.4 43.4

43.4

43.3

43.3 43.3

43.3

43.2 43.2

43.2

43.1

43.1 43.1

43.1

43.0

43.0 43.0

43.0

42.9

42.8

42.7

42.6 42.6

42.6

42.6 42.6

42.5

42.4

42.4 42.4

42.4

42.4 42.4

42.4

42.3

42.3 42.3

42.3

42.3 42.3

42.3

42.2

42.1

42.1 42.1

42.1

42.0

42.0 42.0

42.0

41.9 41.9

41.9

41.9 41.9

41.9

41.8

41.8 41.8

41.8

41.8 41.7

41.7

41.6

41.5

41.5 41.5

41.5

41.5 41.5

41.4 41.4

41.4

41.4 41.4

41.4

41.4 41.4

41.4

41.3

41.3 41.3

41.3

41.3 41.3

41.3

41.2

41.1

41.1 41.1 41.1

41.1 41.1

41.1

41.0

41.0 41.0

41.0

40.9

40.8

40.7

40.6

40.5

40.4

40.3

40.2

40.1

40.0

39.9

39.8

39.7

39.6

39.4

39.3

39.2

39.1

39.0

38.9

38.8

38.7

38.5

38.4

38.3

38.2

38.1

38.0

37.9

37.8

37.7

37.5

37.4

37.3

37.2

37.1

37.0

36.9

36.7

36.4

36.0

35.9

35.8

35.7

35.5

35.4

35.3

35.2

35.0

34.9

34.8

34.7

34.6

34.5

34.4

34.2

33.5

33.3

33.2

33.0

32.9

32.8

32.7

32.6

32.5

32.4

32.3

32.2

32.1

32.0

31.9

31.8

31.6

31.2

31.1

31.0

30.9

30.8

30.6

30.5

30.4

30.3

30.2

29.9

29.7 29.7

29.5

29.4

29.3

29.2

28.9

28.7

28.5

28.3

28.1

28.0

27.8

27.6

27.4

27.3

27.2

27.1

26.9

26.4

26.3

26.0

25.9

25.8

25.7

25.6

25.1

24.8

24.5

24.3

24.2

24.1

23.7

23.6

23.6 23.3

23.2

23.1

22.6

22.5

21.6

21.5

21.4

21.3

21.0

20.9

20.8

20.7

20.6

20.3

20.1

20.0

19.9

19.6

19.5

19.3

19.2

19.1

18.9

18.6

18.5

18.1

17.8

17.6

17.2

17.1

17.0

16.9

16.8

16.5

16.4

16.3

16.2

16.1

16.0

15.8

15.7

15.6

15.5

15.4

15.3

15.2 15.2

15.2

15.1

15.0

14.9

14.8

14.6 14.6

14.6

14.5

14.4

14.3

14.2

14.1

13.8

13.8 13.8

13.8

13.7

13.5

13.3

13.1

12.7

12.6

12.5

12.3 12.3

12.3

12.2

12.0

11.9

11.5

11.2 11.0

10.8

10.4

10.3

9.9

9.8

9.2

9.1

9.0

8.9

8.5

7.9

7.5

7.1

6.7

6.5

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Tampa Harbor\MD FY17 Upper Channels\080 - Plans\05 Civil\C-01a

D R

A W

G D

A T

E N

A M

A N

S I E

%STATUS%

X X

X X -X

X -X -X

X X

M M

M Y

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

T A

M P

A H

A R

B O

L S

B O

R O

U G

H C

O U

N T

Y F

L O

L S

B O

R O

U G

H B

A Y

H B Y

B O

R C

H A

N N

E L

U P

P E

R A

N D

L O

W E

R S

P A

R K

M A

N P

O R

T S

U T

T O

N A

N D E

A S

T B

A Y

M A

T E

N A

N C

E D

R E

D G

-F

O O

T A

N D

-F

O O

T P

R O J E

C T

J .E .B

V .M .B

M .A .R

W .I .H

NOT TO SCALE

KEY PLAN

B A Y

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

C-01a

C-a

C-04a

C-05a

C-06a

C-07a

C -1 a

C-11a

C-10a

C-09a

C -0 a

C -1 a

PLANE COORDINATES

AIDS TO NAVIGATION

514,516 1,295,668RLB-28

"RLB-28"

C-01a

S T

U T -C

H B

D R

E D

G P

L A

SCALE: 1" = 100'

DREDGING PLAN

100' 200'0

P S C +0

P S C +5

RGE. 500

RGE. 250

RGE. 0

RGE. 500

RGE. 250

RGE. 0

R G E . 0

R G E . 100

R G E . 200

R G E . 400

C U

T -C

H B

C U

T -C

H B

C U

T -C

H B

C U

T -C

H B

C U

T -C

H B

C U

T -C

H B

C U

T -C

H B

P.I. STA. 0+00 PORT SUTTON CHANNEL

P.I. STA. 324+97.96 CUT-C (HB)

. 0

+0 P S C

. 5

+0 P S C

.1 0+

S C

S T

A .1

U T -C

H B

CUT-C (HB)

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

P O

R T S

U T T

O N C

H A

N N

E L

M A

T C

H L

E S

H E

E T C

-0 a S

T A

U T -C

H B

S T

A C

U T -C T

O S

T A P

S C

NOTES:

PLUS 2-FOOT ALLOWABLE OVERDEPTH

43-FOOT REQUIRED DEPTH (BASE)

PLUS 2-FOOT ALLOWABLE OVERDEPTH

43-FOOT REQUIRED DEPTH (BASE)

.1 1+

S C

RANGE VARIES

R A

N G

E V

A R

CHANNEL SURVEY NOTES

-T

H M

D -C

N a .d g n

M A T C

H L

E S

H E E T C -0 a S

T A P

O R T S

U T T

O N C

H A

N N

1. SEE SHEET G-01a FOR GENERAL NOTES AND LOCATION MAP.

HTTP://NAVIGATION.USACE.ARMY.MIL/SURVEY/HYDRO

THROUGH eHydro AND CAN BE ACCESSED BY GOING TO THE FOLLOWING LINK:

12. THIS MAP SET IS AN UNOFFICIAL MAP SET. OFFICIAL MAPS ARE NOW DISTRIBUTED

ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 13.

ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN

11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND QUALITY

THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF THE SURVEY.

INDICATING THE GENERAL CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR

MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

SB-44 03 MAR 2017 EAST BAY CHANNEL EXTENSION 1

CHANNEL EXTENSION 2

SB-44 02 MAR 2017 EAST BAY CHANNEL, EAST BAY

SUTTON TERMINAL CHANNEL

SUTTON TURNING BASIN, PORT

PORT SUTTON CHANNEL, PORT

SB-44 01 MAR 2017 LOWER SPARKMAN CHANNEL,

SB-44 28 FEB 2017 YBOR CH., UPPER SPARKMAN CH.

SB-44 27 FEB 2017 SEDDON CHANNEL

VESSEL DATE OF SURVEY CUT

SHOWN IN LOW FREQUENCY.

TERMINAL CHANNEL ARE SHOWN IN HIGH FREQUENCY, ALL OTHER SOUNDINGS ARE

6205 COMBINED MULTI-BEAM AND SIDESCAN. SOUNDINGS SHOWN FOR PORT SUTTON

WITH DUAL-FREQUENCY (28/200 KHZ) SINGLE-BEAM TRANSDUCER AND AN EDGETECH

8. VERTICAL MEASUREMENTS WERE MADE USING A ROSS MODEL 835 SMARTSOUNDER

TIDE STAFF LOCATED FROM TIDAL BENCHMARK "Q-261" (NGS PID: AG6024)

REFERENCE BASE LOCATED AT "Q-261" (NGS PID: AG6024)

WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

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

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

OF 1983 (NAD83).

FOR THE WEST ZONE OF FLORIDA AND REFERENCED TO NORTH AMERICAN DATUM

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION

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

(KTD) MODEL NAMED "SPC-FL-WEST-2010-12-07.KTD"

GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC TIDE DATUM

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

TAMPA CHANNELS

NOAA TIDAL STATION 872-6657, DAVIS ISLAND, HILLSBOROUGH BAY FOR UPPER

MARKS ASSOCIATED WITH THE TIDE GAGE SITE SPECIFIED BELOW:

WAS USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE BENCH

OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA). NOAA'S VDATUM MODEL

WATER (MLLW), TIDAL EPOCH 1983-2001 AS REPORTED BY THE NATIONAL

2. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MEAN LOWER LOW

1. REFER TO SURVEY NO. 17-097.

GS-THbr17-16

GS-THbr17-17

GS-THbr17-18

GS-THbr17-19 GS-THbr17-20

GS-THbr17-21

GS-HBPS12-2

GS-HBPS12-1

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Tampa Harbor\MD FY17 Upper Channels\080 - Plans\05 Civil\C-02a

D R

A W

G D

A T

E N

A M

A N

S I E

%STATUS%

X X

X X -X

X -X -X

X X

M M

M Y

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

T A

M P

A H

A R

B O

L S

B O

R O

U G

H C

O U

N T

Y F

L O

L S

B O

R O

U G

H B

A Y

H B Y

B O

R C

H A

N N

E L

U P

P E

R A

N D

L O

W E

R S

P A

R K

M A

N P

O R

T S

U T

T O

N A

N D E

A S

T B

A Y

M A

T E

N A

N C

E D

R E

D G

-F

O O

T A

N D

-F

O O

T P

R O J E

C T

J .E .B

V .M .B

M .A .R

W .I .H

NOT TO SCALE

KEY PLAN

B A Y

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

C-01a

C-a

C-04a

C-05a

C-06a

C-07a

C -1 a

C-11a

C-10a

C-09a

C -0 a

GS-TBD12-1

GS-TBD12-3

GS-TBD12-4

GS-TBD12-5

"RNB-32"

C-02a

D R

E D

G P

L A

A1 100' 200'0SCALE: 1" = 100'

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

P.I. STA. 341+77.7 CUT-C (HB)

P.I. STA. 2+62.2 CUT-D (HB)

U T -C

H B

C U

T -D

H B

C U

T -D

H B

C U

T -D

H B

C U T -C

H B .3

RGE. 0

RGE. 500

RGE. 250

RGE. 50

RGE. 400

RGE. 200

RGE. 0

CUT-D (HB)

C U

T -D

H B

M A

T C

H L

E S

H E

E T C -0 a S

T A C

U T -C

H B

DREDGING PLAN

H O O K E R S P O I N T

S T

A C

U T -C T

O S

T A C

-D

RANGE VARIES

NOTES:

APROXIMATE SHORELINE

PLUS 2-FO

T ALLO

ABLE O

VERDEPTH

43-FO

T REQ

UIRED DEPTH (BASE)

PLANE COORDINATES

AIDS TO NAVIGATION

514,775 1,298,169RNB-32 (03/17)

-T

H M

D -C

N a .d g n

2. SEE SHEET C-01a FOR CHANNEL SURVEY NOTES.

1. SEE SHEET G-01a FOR GENERAL NOTES AND LOCATION MAP.

M A

T C

H L

E S

H E

E T C

-0 a S

T A

U T -D

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

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US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Tampa Harbor\MD FY17 Upper Channels\080 - Plans\05 Civil\C-03a

D R

A W

G D

A T

E N

A M

A N

S I E

%STATUS%

X X

X X -X

X -X -X

X X

M M

M Y

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

T A

M P

A H

A R

B O

L S

B O

R O

U G

H C

O U

N T

Y F

L O

L S

B O

R O

U G

H B

A Y

H B Y

B O

R C

H A

N N

E L

U P

P E

R A

N D

L O

W E

R S

P A

R K

M A

N P

O R

T S

U T

T O

N A

N D E

A S

T B

A Y

M A

T E

N A

N C

E D

R E

D G

-F

O O

T A

N D

-F

O O

T P

R O J E

C T

J .E .B

V .M .B

M .A .R

W .I .H

NOT TO SCALE

KEY PLAN

B A Y

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

C-01a

C-a

C-04a

C-05a

C-06a

C-07a

C -1 a

C-11a

C-10a

C-09a

C -0 a

GS-TBD12-10

GS-TBD12-11

GS-TBD12-12

GS-TBD12-6

GS-TBD12-7

GS-TBD12-8

GS-TBD12-9

C-03a

D R

E D

G P

L A

100' 200'0A1

SCALE: 1" = 100'

DREDGING PLAN

NO DREDGING THIS SHEET

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

CUT-D (HB)

H O O K E R S P O I N T

RGE. 400

RGE. 200

RGE. 0

RGE. 400

RGE. 200

RGE. 0

C U

T -D

H B

C U

T -D

H B

C U

T -D

H B

C U

T -D

H B

C U

T -D

H B

C U

T -D

H B

C U

T -D

H B

S T

A C

U T -D T

O S

T A C

U T -D

NOTES:

APPROXIMATE SHORELINE

-T

H M

D -C

N a .d g n

2. SEE SHEET C-01a FOR CHANNEL SURVEY NOTES.

1. SEE SHEET G-01a FOR GENERAL NOTES AND LOCATION MAP.

M A

T C

H L

E S

H E

E T C

-0 a S

T A

U T -D

H B

M A

T C

H L

E S

H E

E T C

-0 a S

T A

U T -D

42.2

42.1

42.0

41.8

41.7

41.5

41.4

41.3

41.1

41.0

40.9

40.8

40.7

40.6

40.6 40.6

40.6

40.5

40.5 40.5

40.5 40.4

40.4

40.4 40.4

40.4

40.4 40.4

40.3

40.3 40.3

40.3

40.3 40.3

40.3

40.2

40.2 40.2

40.2

40.1

40.1 40.1

40.1

40.1 40.1

40.1

40.0

40.0 40.0

40.0

40.0 40.0

40.0

40.0 40.0

40.0

39.9

39.8

39.8 39.8

39.8

39.8 39.8

39.8

39.8 39.8

39.8

39.7

39.7 39.7

39.7

39.6

39.6 39.6

39.6

39.5

39.5 39.5

39.5

39.4

39.3

39.3 39.3

39.3

39.2

39.1

39.1 39.1

39.1

39.0

39.0 39.0

39.0

38.9

38.8

38.8 38.8

38.8

38.7

38.7 38.7

38.7

38.6

38.5

38.4

38.3 38.3

38.3

38.2 38.2

38.2

38.1

38.0

37.9

37.9 37.9

37.9

37.8

37.7

37.6

37.5

37.5 37.5

37.5

37.4

37.3 37.3

37.3

37.3 37.3

37.3

37.2

37.1

37.1 37.1

37.1

37.0

36.9

36.8

36.7

36.6

36.5

36.5 36.5

36.5

36.4

36.3

36.2

36.1

36.0

35.9

35.9 35.9

35.8

35.8 35.8

35.7

35.7 35.7

35.7

35.7 35.7

35.6

35.6 35.6

35.5

35.5 35.5

35.5

35.4

35.3 35.3

35.2

35.1

35.1 35.1

35.1

35.0

35.0 35.0

35.0

35.0 34.9

34.9

34.8

34.7

34.6

34.5

34.4

34.3

34.2

34.2 34.2

34.1

34.0

33.9

33.8

33.7

33.6

33.5

33.5 33.4

33.4

33.4 33

33.3

33.0

32.9

32.8

32.7

32.6

32.5

32.4

32.3

32.2

32.1

32.0 32.0

32.0

32.0 32.0

32.0

31.9

31.8

31.7

31.6

31.5

31.5 31

31.4

31.3

31.2

31.1

31.0

30.9

30.7

30.7 30.7

30.6

30.5

30.4

30.3

30.2

30.1

30.0

29.9

29.8

29.5

29.4

29.2

29.1

29.0

29.0 29.0

28.8

28.5

28.4

28.2

28.0

27.7

27.6

27.5

27.4

27.1

27.0

26.8

26.6

26.5

26.0

25.9

25.9 25.8

25.7

25.6

25.5

25.4

25.3 25.3

25.2

25.1 25.1

25.0

24.9

24.8

24.7

24.6

24.4

24.1

23.6

23.4 23.4

23.1

22.8

22.6

22.3

22.3 22.3

22.2

22.1

21.9

21.8

21.6

21.1

20.9

20.7 20.7

20.3

19.9

19.5

19.4

19.3

19.1

19.0

18.7

18.5

18.1

17.9

17.8

17.7

17.4 17.4

17.0

16.5

16.4

16.2

15.8

15.1 15.0

14.9

14.5

14.3 14.3 14.1

13.5

13.4

13.0

12.3

11.8

11.7

11.2

10.4 10.1

9.8

8.7

8.0

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Tampa Harbor\MD FY17 Upper Channels\080 - Plans\05 Civil\C-04a

D R

A W

G D

A T

E N

A M

A N

S I E

%STATUS%

X X

X X -X

X -X -X

X X

M M

M Y

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

T A

M P

A H

A R

B O

L S

B O

R O

U G

H C

O U

N T

Y F

L O

L S

B O

R O

U G

H B

A Y

H B Y

B O

R C

H A

N N

E L

U P

P E

R A

N D

L O

W E

R S

P A

R K

M A

N P

O R

T S

U T

T O

N A

N D E

A S

T B

A Y

M A

T E

N A

N C

E D

R E

D G

-F

O O

T A

N D

-F

O O

T P

R O J E

C T

J .E .B

V .M .B

M .A .R

W .I .H

NOT TO SCALE

KEY PLAN

B A Y

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

C-01a

C-a

C-04a

C-05a

C-06a

C-07a

C -1 a

C-11a

C-10a

C-09a

C -0 a

C-13a

ELEV -51.0 (MLW)

48" SANITARY SEWER

CITY OF TAMPA

ELEV -40.0 (MLW)

48" SEWER

CITY OF TAMPA

ELEV -42.0 (MLW)

20" WATERMAIN

CITY OF TAMPA

GS-THbr17-03

GS-TBD12-13

"GLB-1"

"SUBMERED_PIPELINE"511388.03

PLANE COORDINATES

AIDS TO NAVIGATION

GLB-1 (03/17)

SUBMERED_PIPELINE(03/17)

1,306,619

1,306,649

511,493

511,388

C-04a

D R

E D

G P

L A

S T

A S

E D

D O

N -C

H A

N N

E L

100' 200'0A1

SCALE: 1" = 100'

DREDGING PLAN

RGE. 400

RGE. 200

SEDDO

N C

LOWER SPARKMAN CHANNEL

T-

D (H

T-

D (H

H O O K E R S P O I N T

H A R B O U R I S L A N D

D A

V I S

I S L A N D

RGE. 400

RGE. 200

RGE. 50

RGE. 0

RGE.

L S

C U T -D -(H

B ) 6

C U T -D -(H

B ) 7

S E

D D

O N -C

H A

N N E L

S E

D D

O N -C

H A

N N E L

S E

D D

O N -C

H A

N N E L

S E

D D

O N -C

H A

N N E L

STA. 0+00 SEDDON CHANNEL

P.I. STA. 2+63.29 LOWER SPARKMAN CHANNEL

P.I. STA. 72+88.28 CUT-D (HB)

L O

W E

R -S

P A

R K

M A

N -C

H A

N N

E L

L O

W E

R -S

P A

R K

M A

N -C

H A

N N

E L

L O

W E

R -S

P A

R K

M A

N -C

H A

N N

E L

L O

W E

R -S

P A

R K

M A

N -C

H A

N N

E L

L O

W E

R -S

P A

R K

M A

N -C

H A

N N

E L

T A M P A S

H I P B U I L D

I N G

S T

A C

U T -D T

O S

T A L

S C

L S

NOTES:

APROXIMATE SHORELINE

C U T -D -(H

B ) 6

C U T -D -(H

B ) 6

C U T -D S

T A . 7

U T -D S

T A . 7

W E

R -S

P A

R K

M A

N -C

H A

N N

E L

L O

W E

R -S

P A

R K

M A

N -C

H A

N N

E L

PLUS 2-FOOT ALLOWABLE OVERDEPTH

34-FOOT REQUIRED DEPTH (BASE)

L S

RGE. 325

L O

W E

R -S

P A

R K

M A

N -C

H A

N N

E L

C U T -D -(H

B ) 6

-T

H M

D -C

N a .d g n

3. NO SPUDDING OR ANCHORING SHALL TAKE PLACE WITHIN THE HATCHED REGIONS 100' AWAY FROM EXISTING UTILITIES.

2. SEE SHEET C-01a FOR CHANNEL SURVEY NOTES.

1. SEE SHEET G-01a FOR GENERAL NOTES AND LOCATION MAP.

M A

T C

H L

E S

H E

E T C -0 a S

T A C

U T -D

H B

M A

T C

H L

E S

H E

E T C

-0 a S

T A

O W

E R S

P A

R K

M A

N C

H A

N N

41.2

41.0

40.9

40.9 40.6

40.6

40.5

40.5 40.5

40.5

40.4 40.4

40.4

40.3

40.2

40.1

40.1 40.1

40.0

39.9

39.9 39.9

39.9

39.8

39.8 39.8 39.8

39.8

39.7

39.7 39.7

39.7

39.6

39.6 39.6

39.6

39.6 39.6

39.6

39.6 39.6

39.6

39.5

39.5 39.5

39.5

39.5 39.5

39.5

39.5 39.4

39.4 39.4

39.4

39.4 39.4 39.4

39.4

39.4 39.4

39.4

39.3

39.3 39.3

39.3

39.3 39.3

39.3

39.3 39.3

39.3

39.2

39.2 39.2

39.2

39.1

39.1 39.1

39.1

39.0

39.0 39.0

39.0

38.9

38.9 38.9

38.9

38.9 38.9

38.9

38.9 38.9

38.9

38.9 38.9

38.8

38.8 38.8

38.8

38.8 38.8

38.8

38.7

38.7 38.7

38.7

38.7 38.7

38.7

38.7 38.7

38.7

38.7 38.7

38.6

38.6 38.6

38.6

38.6 38.6

38.6

38.5

38.5 38.5

38.5

38.4

38.4 38.4

38.4

38.3

38.3 38.3

38.3

38.3 38.3

38.3

38.3 38.3

38.3

38.2

38.2 38.2

38.2

38.1

38.1 38.1

38.1

38.1 38.1

38.1

38.0

38.0 38.0

38.0

38.0 38.0

38.0

38.0 37.9

37.9

37.9 37.9

37.9

37.8

37.8 37.8

37.8

37.7

37.6

37.6 37.6

37.6

37.5

37.5 37.5

37.5

37.5 37.5

37.5

37.4 37.4

37.4

37.4 37.4

37.4

37.4 37.4

37.4

37.3

37.2

37.1

37.0

36.9

36.8

36.7

36.6

36.6 36.6

36.6

36.5 36.5

36.5

36.4

36.3

36.2

36.1

36.0

35.9

35.8

35.7

35.7 35.7

35.7

35.6

35.6 35.6

35.6

35.5

35.4

35.3

35.3 35.2

35.2

35.1

35.0

35.0 35.0

35.0

35.0 35.0

35.0

34.9

34.9 34.9

34.9

34.8

34.8 34.7

34.7

34.6

34.5

34.5 34.5

34.5

34.4

34.3

34.3 34.3

34.3

34.2

34.1

34.0

34.0 34.0 34.0

34.0

33.9 33.9

33.9

33.8 33.8

33.8

33.7

33.6

33.6 33.6 33.6 33.6 33.5

33.5

33.4

33.3 33.2 33.1

33.1

33.0

33.0 33.0

33.0

32.9

32.9 32.8

32.8

32.7 32.7

32.7

32.6

32.5

32.4 32.3

32.3

32.2

32.0

31.9 31.8

31.8

31.7

31.6

31.5

31.4 31.3 31.1

31.0

30.9

30.8

30.7

30.6

30.4

30.2 30.1

30.0

29.9

29.8

29.6

29.4 29.2

29.2

29.1

29.0

28.9

28.8

28.7 28.7

28.5 28.5

28.3 28.3

28.3

28.1

27.9

27.7

27.5

27.4 27.0

26.7

26.6

26.3

26.2

26.1

26.0

25.9

25.8

25.7

25.6

25.5

25.4 25.1

24.9

24.6

24.5

24.3

24.2

24.1 24.1

24.1

24.0

23.9

23.8

23.6

23.1

23.0

22.8

22.7

22.6

22.3 22.1

22.0

21.9

21.6

21.5 21.5

21.3

21.2

21.1

20.9

20.8

20.6

20.4

20.3

20.2

20.1

20.0

19.8

19.7 19.7

19.6

19.5

19.3

19.2

19.1

19.0

18.9

18.6

18.5

18.3

18.2

18.1

18.0

17.9

17.7

17.6

17.5

17.4

17.3

17.2

17.1

17.0 16.9

16.7

16.6 16.6 16.6

16.6

16.5

16.4

16.3 16.0

15.9

15.8

15.7

15.6

15.3

15.2

15.0 15.0

14.9

14.6

14.5

14.3

14.2

14.1

13.9

13.8

13.4

13.4 13.2

13.2

13.1

12.9

12.7

12.6 12.5

12.3 12.3

12.3

12.0

11.6

11.3

11.2

11.1

10.9

10.8

10.5

10.4

9.7

9.6

9.2

8.9

8.7

8.6

8.4

8.0

7.8

7.6

7.5

6.9

5.7

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Tampa Harbor\MD FY17 Upper Channels\080 - Plans\05 Civil\C-05a

D R

A W

G D

A T

E N

A M

A N

S I E

%STATUS%

X X

X X -X

X -X -X

X X

M M

M Y

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

T A

M P

A H

A R

B O

L S

B O

R O

U G

H C

O U

N T

Y F

L O

L S

B O

R O

U G

H B

A Y

H B Y

B O

R C

H A

N N

E L

U P

P E

R A

N D

L O

W E

R S

P A

R K

M A

N P

O R

T S

U T

T O

N A

N D E

A S

T B

A Y

M A

T E

N A

N C

E D

R E

D G

-F

O O

T A

N D

-F

O O

T P

R O J E

C T

J .E .B

V .M .B

M .A .R

W .I .H

NOT TO SCALE

KEY PLAN

B A Y

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

C-01a

C-a

C-04a

C-05a

C-06a

C-07a

C -1 a

C-11a

C-10a

C-09a

C -0 a

"LT-3"

"GLB-WR5"

"LT-7"

PLANE COORDINATES

AIDS TO NAVIGATION

LT- 7 (03/17) 511,959 1,309,583

LT-3 (03/17) 511,518 1,307,505

511,710 1,308,855GLB-WR5 (03/17)

C-05a

D R

E D

G P

L A

EXISTING BREAKWATERS

LOWER SPARKMAN CHANNEL

UPPER SPARKMAN CHANNEL

STA. 42+13.23 SPARKMAN CHANNEL

H A R B O U R I S L A N D

RGE. 400

RGE. 200

RGE. 0 RGE. 400

RGE. 200

RGE. 0

RANGE VARIES

100' 200'0A1

SCALE: 1" = 100'

DREDGING PLAN

RGE. 325

RGE. 50

S T

A L

S C T

O S

T A L

S C

L O

W E

R -S

P A

R K

M A

N -C

H A

N N

E L

NOTES:

APROXIMATE SHORELINE

RGE. 100

U P P

E R -S

P A

R K

M A

N -C

H A

N N

E L

U P P

E R -S

P A

R K

M A

N -C

H A

N N

E L

-T

H M

D -C

N a .d g n

L O

W E

R -S

P A

R K

M A

N -C

H A

N N

E L

L O

W E

R -S

P A

R K

M A

N -C

H A

N N

E L

L O

W E

R -S

P A

R K

M A

N -C

H A

N N

E L

U P P

E R -S

P A

R K

M A

N -C

H A

N N

E L

U P P

E R -S

P A

R K

M A

N -C

H A

N N

E L

U P P

E R -S

P A

R K

M A

N -C

H A

N N

E L

PLUS 2-FOOT ALLOWABLE OVERDEPTH

34-FOOT REQUIRED DEPTH (BASE)

2. SEE SHEET C-01a FOR CHANNEL SURVEY NOTES.

1. SEE SHEET G-01a FOR GENERAL NOTES AND LOCATION MAP.

PLUS 2-FOOT ALLOWABLE OVERDEPTH

34-FOOT REQUIRED DEPTH (BASE)

M A

T C

H L

E S

H E

E T C

-0 a S

T A

O W

E R S

P A

R K

M A

N C

H A

N N

E L

M A

T C

H L

E S

H E

E T C

-0 a S

T A

P P

E R S

P A

R K

M A

N C

H A

N N

43.2

43.1

42.9

42.8

42.4

42.1

42.0

41.9 41.8

41.8

41.7

41.7 41.7

41.6

41.6 41.6

41.6

41.5

41.5 41.5

41.5

41.4

41.3

41.2

41.2 41.2

41.2

41.1

41.0

40.9

40.9 40.9

40.9

40.8

40.8 40.8

40.8

40.8 40.8

40.8

40.7

40.7 40.7

40.6

40.5

40.5 40.5

40.5

40.4

40.4 40.4

40.4

40.3

40.2

40.2 40.2

40.2

40.2 40.2

40.2

40.1

40.1 40.1

40.1

40.1 40.1

40.1

40.1 40.1

40.1

40.0

40.0 40.0

40.0

40.0 40.0

40.0

40.0 40.0

40.0

40.0 40.0

40.0

40.0 40.0

39.9

39.9 39.9

39.9

39.9 39.9

39.9

39.8

39.8 39.8

39.8

39.8 39.8

39.8

39.8 39.8

39.8

39.7

39.7 39.7

39.7

39.6

39.6 39.6

39.6

39.6 39.6

39.6

39.6 39.6

39.6

39.5

39.5 39.5

39.5

39.5 39.5

39.5

39.5 39.5

39.5

39.4

39.4 39.4

39.4

39.4 39.4

39.4

39.4 39.4

39.3

39.3 39.3

39.3

39.3 39.3

39.3

39.3 39.3 39.3

39.3

39.2

39.2 39.2

39.2

39.1

39.1 39.1

39.1

39.1 39.1

39.1

39.1 39.1

39.1

39.1 39.1

39.1

39.1 39.0

39.0

39.0 39.0

39.0

39.0 39.0

39.0

39.0 39.0

39.0

39.0 39.0

39.0

38.9

38.9 38.9

38.9

38.9 38.9

38.9

38.8

38.7

38.7 38.7

38.7

38.7 38.7

38.7

38.6

38.6 38.6

38.6

38.6 38.6

38.6

3…

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