PLANS_Upper Channels FY21_20210623.pdf

PDF 10 MB Posted Jul 16, 2021

Attached to: Tampa Harbor Maintenance Dredging 34-Foot Project, Upper Channels Hillsborough County, Florida
Solicitation number: W912EP21B0008
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation to perform maintenance dredging of channels in Tampa Harbor, Florida. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Jacksonville on July 16, 2021, with bids due on August 16, 2021. The base work consists of an estimated 62,000 cubic yards of dredging in the Upper and Lower Sparkman channels. Option A involves approximately 23,000 cubic yards in the Ybor channel. Option B is for around 50,000 cubic yards in the East Bay Extension channel. Option C covers repairing slopes and installing riprap at the dredge material placement facility. All dredged material must be disposed of at the facility located about 4 nautical miles south of Port Sutton Entrance Channel. The work includes environmental monitoring and management of disposal operations. The NAICS code is 237990 and size standard is $30 million. The estimated period of performance is 230 calendar days from notice to proceed. Interested vendors must register as interested vendors on sam.gov to receive any solicitation amendments.

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Other files

File	Type	Posted
C.04.01 Abstract, Tampa Harbor Upper Channels, Final.pdf	PDF	Aug 23, 2021
B.08.03 Amendment 0003, Tampa Upper Channels.pdf	PDF	Aug 17, 2021
B.08.03 Amendment 0002, Tampa Upper Channels.pdf	PDF	Aug 13, 2021
18-012.zip	ZIP file	Aug 13, 2021
B.08.03 Amendment 0001, Tampa Upper Channels.pdf	PDF	Aug 4, 2021
B.07 W912EP21B0008 Tampa Harbor Upper Channels Site Visit Memo Pictures Pre-bid Virtual Conference Minutes.pdf	PDF	Jul 30, 2021
GDR_Tampa_Hbr_OM_FY21_10March2021.pdf	PDF	Jul 16, 2021
B.08.02 Specs Vol. 1, Tampa Harbor Upper Channels.pdf	PDF	Jul 16, 2021
B.08.02 Specs Vol. 2, Tampa Harbor Upper Channels.pdf	PDF	Jul 16, 2021

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

CITY OF TAMPA

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SHEET INDEX

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COVER AND SHEET INDEX

ABBREVIATIONS AND SYMBOLS

G-03

G-04

PROJECT OVERVIEW

CHANNEL CONTROL DATA

GENERAL

SHEET TITLESHEET ID

C-01

C-02

C-03

C-04

C-05

C-07

C-08

C-06

CIVIL

C-09

DMPF

of Engineers

US Army Corps

SOLICITATION NO.:

HILLSBOROUGH COUNTY, FLORIDA

HILLSBOROUGH BAY

DISPOSAL AREA DMPF 3-D

TAMPA BAY

ALAFIA RIVER

DMPF

TAMPA HARBOR MAINTENANCE DREDGING

34-FOOT PROJECT, UPPER CHANNELS

DREDGING PLAN - STA. 61+00 CUT-D (HB) TO STA. 24+00 LSC

DREDGING PLAN - STA. 57+00 USC TO STA. 10+00 YBOR CHANNEL

CROSS SECTIONS - SPARKMAN AND YBOR

CROSS SECTIONS - EAST BAY EXTENSION (2)

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

DREDGING PLAN - STA. 33+00 EBC EXT. (1) TO STA. 25+52.75 EBC EXT. (2)

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

C-10 TYPCIAL CROSS SECTION - DIKE SLOPE REPAIR - DMPF 3-D

GANDY B

LVD

W912EP21B0008

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

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REFERENCE SYMBOL KEY

TERMS AND ABBREVIATIONS

GENERAL NOTESGENERAL SYMBOLOGY

LEGEND - NAVIGATION

RED LIGHTED BUOY / GREEN LIGHTED BUOY

G-02

G E

N E

R A

A B

B R

E V

N S A

N D S

Y M

B O

L S

C - CIVIL

G - GENERAL

NO WAKE

SIGN

IN THE DIRECTION OF ARROW

MONUMENT FALLS OFF THE PAGE

CONTROL POINT

VERTICAL / TIDAL CALIBRATION

PID AF31

PROJECT CHANNEL

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

49.5

CHANNEL LIMIT PI IDENTIFIER

CHANNEL CL PI POINT

STAGING / UNLOADING AREA

-T

H M

D -G

I0 .d g n

CAN BUOY

LIGHTED BEACON

CHANNEL CENTERLINE

CHANNEL LIMIT

WIDENER LIMIT

EXISTING UTILITY

SOUNDING AND LOCATION

RED DAYBEACON

GREEN DAYBEACON

SS-JH99-22 IDENTIFIER

SURFACE SAMPLE

DREDGING AREAS

DISCIPLINE DESIGNATOR

RESTRICTED DREDGING

CHANNEL SURVEY NOTESDMPF-3D SURVEY NOTES

LEGEND - GEOTECHNICAL BORINGS

LEGEND - AIDS TO NAVIGATION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

IDENTIFICATION

400'0 200'20' 40'0

S-56 S-56

C-16

DRAWING AREA - PLAN VIEW

CROSS SECTION

200'0 100'

PLAN

TITLE

NORTH INDICATOR

GRAPHIC SCALE

TITLE

SHOWN

DRAWING WHERE

INDENTIFICATION

DRAWING WHERE SHOWN IN PLAN VIEW

GRAPHIC SCALE

VERTICAL

GRAPHIC SCALE

HORIZONTAL

FULL CROSS SECTION

DRAWING AREA - CROSS SECTION VIEW

SEAGRASS LIMITS

COASTLINE

EXISITNG BOTTOM / GRADE

RIP-RAP REVETMENT

BEDDING STONE

FILL MATERIAL

MHW LINE

SYMBOLS SHOWN ON THIS SHEET.

ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF

CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE. ADDITIONAL LEGENDS AND/OR

6. THE LEGENDS ON THIS SHEET ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE

(AERIAL IMAGERY DATED 2016).

THESE DRAWINGS IS FOR GENERAL INFORMATION ONLY AND IS NOT TO BE USED FOR MEASUREMENTS

AFFECT THE PERFORMANCE OF CONSTRUCTION OF THIS PROJECT. THE AERIAL IMAGERY SHOWN ON

RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT ARE NECESSARY FOR OR

FOR INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY. THE CONTRACTOR IS

5. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES DEPICTED ON THESE DRAWINGS ARE

CHANNEL CENTERLINE.

U.S. SURVEY FEET. UNLESS OTHERWISE INDICATED, ALL STATIONS REFER TO DISTANCE ALONG THE

4. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS ARE IN THE UNITS OF

SYMBOL (+).

REPRODUCE, A SURVEY. ALL ELEVATIONS SHOWN ABOVE REFERENCED DATUM ARE ASSIGNED THE PLUS

CALIBRATION/VERIFICATION STATIONS, OR BENCHMARKS TO BE EMPLOYED TO CONDUCT, OR

ACCOMPANYING THESE PLANS FOR THE APPLICABLE PROJECT KTD FILE NAME AND TIDAL

PUBLISHED TIDE GAUGE IS NOT TO BE USED FOR AN ENTIRE PROJECT. REFER TO SURVEY NOTES

DATUM OF 1988 (NAVD88) VARIES ALONG THE EXTENTS OF A PROJECT; A SINGLE VALUE FROM A

TIDE GAUGE INFORMATION. THE RELATIONSHIP BETWEEN MLLW AND THE NORTH AMERICAN VERTICAL

KINEMATIC TIDAL DATUM (KTD) MODEL, BASED ON NOAA’S VDATUM PROGRAM AND PUBLISHED NOAA

WATER (MLLW) TIDAL DATUM, 1983-2001 EPOCH. MLLW IS REALIZED DURING SURVEY OPERATIONS VIA A

3. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE REFERENCED TO THE MEAN LOWER LOW

ADJUSTMENT OF THE NORTH AMERICAN DATUM OF 1983 (NAD83(2011)).

COORDINATE SYSTEM OF 1983, FLORIDA WEST ZONE (0902), AND ARE REFERENCED TO THE 2011

2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS ARE SHOWN IN THE STATE PLANE

1110-1-8152.

ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER

ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE U.S. ARMY CORPS OF

VERT

USC

USCG

USACE

TYP

TOS

STA

RGE

PSC

N.T.S.

NOAA

NAD83

NAVD88

MLW

MLLW

MHW

LSC

HORZ

FDOT

FDEP

ELEV

EBC EXT.

EBC

DWG

CZMIL

CHN.

APPROX

VERTICAL

UPPER SPARKMAN CHANNEL

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

STATION

SQUARE FEET

RANGE

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 1988

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LOWER SPARKMAN CHANNEL

LINEAR FOOT

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

ELEVATION

EAST BAY CHANNEL EXTENSION

EAST BAY CHANNEL

DRAWING

COASTAL ZONE MAPPING AND IMAGING LIDAR

CENTERLINE

CHANNEL

APPROXIMATE

ACCURACY AT THE 95% CONFIDENCE LEVEL.

3. THE CZMIL TOPOGRAPHIC DATA ARE COMPILED TO MEET A 1 METER HORIZONTAL ACCURACY AND A 20 CM VERTICAL

NATIONAL GEODETIC SURVEY’S (NGS) GEOID 12B.

GEOID: CONVERSION OF ELLIPSOIDAL HEIGHTS TO ORTHOMETRIC HEIGHTS IN NAVD88 WERE ACCOMPLISHED USING THE

UNITS: ALL POSITIONS, ELEVATIONS AND DIMENSIONS ARE IN UNITS OF US SURVEY FEET.

PROJECTION: COORDINATES ARE PROJECTED IN THE STATE PLANE FLORIDA WEST ZONE.

VERTICAL DATUM: ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

ADJUSTMENT (NAD83/2011).

HORIZONTAL DATUM: HORIZONTAL POSITIONS ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983, 2011

2.THE FINAL TERRAIN PRODUCTS WERE CREATED BY EN-DG AND ARE REFERENCED TO THE FOLLOWING:

FINAL TOPOGRAPHIC SURFACES.

HYDROGRAPHIC GROUND (CLASS 29). THE GROUND AND HYDROGRAPHIC CLASSIFIED DATA WERE UTILIZED TO CREATE THE

CLASSIFIED AS UNCLASSIFIED (CLASS 1), TOPOGRAPHIC GROUND (CLASS 2), VEGETATION (CLASS 5), WATER (CLASS 9), AND

COORDINATES AND HEIGHTS IN UNITS OF U.S. SURVEY FEET AS DESCRIBED IN SECTION 4.2 BELOW. THE AERIAL LIDAR WAS

GEOMATICS SECTION (EN-DG) CONVERTED THE GEOGRAPHIC COORDINATES AND METRIC HEIGHTS TO CARTESIAN

LONGITUDE) REFERENCED TO NAD83(2011) AND HEIGHTS REPORTED IN UNITS OF METERS REFERENCED TO NAVD88. THE SAJ

TO THE SOUTH ATLANTIC JACKSONVILLE DISTRICT (SAJ) IN GEOGRAPHIC COORDINATES (DEGREES LATITUDE AND

ACQUIRED THE DATA USING THE COASTAL ZONE MAPPING AND IMAGING LIDAR (CZMIL) SENSOR. THE DATA WAS DELIVERED

AIRBORNE LIDAR BATHYMETRY TECHNICAL CENTER OF EXPERTISE (JALBTCX) BETWEEN 16 AND 18 DECEMBER 2020. JALBTCX

1. THE TOPOGRAPHIC SURVEY DATA HEREIN IS COMPRISED OF TOPO-BATHYMETRIC AERIAL LIDAR ACQUIRED BY THE JOINT

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

13. OFFICIAL MAPS ARE DISTRIBUTED THROUGH eHydro AND CAN BE ACCESSED BY GOING TO THE

1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 2013.

ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM

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

TIME.

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

11. THE INFORMATION DEPICTED REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES

10. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

BUXBAUM (USACE-LRB) 08 FEB 2021 EAST CH. EXT. 1, EAST BAY CH. EXT. 2

BUXBAUM (USACE-LRB) 07 FEB 2021 UPPER SPARKMAN, EAST BAY CHANNEL

BUXBAUM (USACE-LRB) 06 FEB 2021 LOWER SPARKMAN CHANNEL

BUXBAUM (USACE-LRB) 04 FEB 2021 PORT SUTTON TERM. CH.

BUXBAUM (USACE-LRB) 04 FEB 2021 PORT SUTTON TURNING BASIN

BUXBAUM (USACE-LRB) 04 FEB 2021 PORT SUTTON CHANNEL

BUXBAUM (USACE-LRB) 02 FEB 2021 SEDDON CHANNEL

BUXBAUM (USACE-LRB) 01 FEB 2021 YBOR CHANNEL

VESSEL DATE OF SURVEY CUT

DUAL-FREQUENCY (28/200 KHZ) TRANSDUCER. ALL SOUNDINGS SHOWN ARE IN LOW FREQUENCY.

9. VERTICAL MEASUREMENTS WERE MADE USING A CEE HYDROSYSTEMS SINGLE-BEAM WITH A

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

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

FOLLOWING REFERENCE BASE LOCATIONS:

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

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

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

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

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

NOAA TIDAL STATION 872 6562 (PID: AG7605)

HEIGHTS OF THE BENCHMARKS ASSOCIATED WITH THE TIDE GAGE SITES SPECIFIED BELOW:

TO MLLW UTILIZING THE KTD FILE REFERENCED ABOVE AND CALIBRATED TO THE PUBLISHED MLLW

4. TIDAL REDUCTIONS WERE OBTAINEDUTILIZING A REAL-TIME KINEMATIC (RTK) GPS AND REFERENCED

THIS SURVEY IS: SPC-FL-WEST-2010-12-07.KTD

ADDITIONS OR EDITS THERETO. DO NOT USE VDATUM IN PLACE OF THE KTD FILE. THE KTD MODEL FOR

SOURCES, CANOT BE CONSIDERED EQUIVALENT TO THE VDATUM MODEL BECAUSE OF POSSIBLE

KINEMATIC TIDE DATUM (KTD) MODEL. THIS KTD MODEL, BEING A COMBINATION OF THOSE TWO

3. NOAA'S VDATUM MODEL, AND PUBLISHED TIDE STATION DATA, WERE USED TO GENERATE A HYPACK

(NOAA).

EPOCH 1983-2001 AS PUBLISHED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

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

1. REFER TO SURVEY NO. 21-045.

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

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A N M

A R

C O B

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L E F

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L E

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A H

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ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

X ,0

LOCATION

DEPTH (CY)

REQUIRED

VOLUME TO

OVERDEPTH (CY)

ALLOWABLE

VOLUME IN

(CY)

VOLUME

TOTAL

BID ITEM

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

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING

NOTE:

P R O J E C T

L I M I T

G-03

N E

R A

P R

O J E

C T O

V E

R V

Y=1,310,000

Y=1,300,000

Y=1,290,000

Y=1,280,000

Y=1,270,000

Y=1,285,000

Y=1,275,000

Y=1,295,000

Y=1,305,000

Y=1,315,000

X ,0

C I T Y O F T A M P A

L S B

O R

O U

G H

E R

BEACH

PALMETTO

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

PALM

RIV

DMPF 3-D

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

DISPOSAL AREA

2000' 4000'0

PROJECT OVERVIEW

DMPF 2-D

-T

H M

D -G

I0 .d g n

11,000 51,000 62,000

3,000 20,000 23,000

8,000 42,000 50,000OPTION B

OPTION A

BASE

Y=1,320,000

Y=1,265,000

TOTAL 22,000

T A

M P H

A R

B O

R C

U T C

H B

135,000

BASE (UPPER AND LOWER SPARKMAN CHANNEL)

OPTION A (YBOR CHANNEL)

OPTION B (EAST BAY CHANNEL EXTENSION)

113,000

O P

N A

B A

S E

O P

N B

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

R G E . (-)488.85

R G

E . 0

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

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

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

(Y) NORTHING(X) EASTING

CONTROL POINTS

PRIMARY PROJECT

CONTROL POINTS

PRIMARY PROJECT

CONTROL POINTS - CENTERLINE

PRIMARY PROJECT

S O

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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

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US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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E E

R S pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Navigation Projects\Tampa Harbor\MD FY21 Upper Channels\080 - Plans\01 General\G-04

D R

A W

G D

A T

E N

A M

A N

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

R E

L Y

E A

U S

L E

E A

U S

L E

R H

L S

B O

R O

U G

H C

O U

N T

Y F

L O

M P

A H

A R

B O

R M

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J E

C T

U P

P E

R C

H A

N N

E L S

W E

J U

N E

1Q 261

PORT SUTTON TERMINAL CHANNEL

R T

N C

H A

N N

C U

T -C

H B

C U

T -D -(H

S E

D D

O 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

Y B

O R C

H A

N N

E L

E A

S T B

A Y C

H A

N N

E L E

X T

E N

E A S T B

A Y C

H A N N E L E

N S

N (2)

E A S T B

A Y C

H A

N N

E L

CHANNEL CONTROL NOTES

CHANNEL CONTROL DATA

G-04

G E

N E

R A

C H

A N

N E

L C

O N

T R

O L D

A T

A -T

H M

D -G

I0 .d g n

850' 1700'0

Y= 1295000

Y= 1300000

Y= 1305000

Y= 1310000

Y= 1315000

SURVEY CONTROL

DESIGNATION PID Y-NORTHING X-EASTING NAVD88 MLLW

AG7604

AG7605

AG6024

872 6562 B TIDAL

872 6562 A TIDAL

Q 261

9.88

10.77

6.90

8.02

9.19

5.18

523,350.SC

523,280.SC

511,629.88

1,262,520.SC

1,262,590.SC

1,300,992.47

872 6562 A TIDAL

872 6562 B TIDAL

Q 261

DATUM OF "MLLW" ARE "KTD" MODEL/TIDAL CALIBRATION POINTS.

2. SURVEY BENCHMARKS HAVING AN ELEVATION PUBLISHED IN THE VERTICAL

HORIZONTAL CONTROL OR POSITIONING.

1. "SC" INDICATES A SCALED HORIZONTAL POSITION; DO NOT USE FOR

NOTE:

THE HYDROGRAPHIC SURVEY FURNISHED WITHIN THESE PLANS.

TIDAL CALIBRATION BENCH MARKS, “KTD” FILE NAME AND GEOID MODEL ASSOCIATED WITH THE DATA SHOWN BY

REFER TO THE ACCOMPANYING “SURVEY NOTES”AND “SURVEY COVER SHEET”FOR THE SURVEY CONTROL MARKS, SURVEY NOTES AND AS TABULATED WITHIN THESE PLANS.

OBSERVATIONS, AND BE REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE PPCPs WITHIN THE SURVEY REPORT, REAL-TIME KINEMATIC GLOBAL POSITIONING SYSTEM (RTK-GPS) OR REAL-TIME NETWORK (RTN) GPS

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS MUST BE PERFORMED UTILIZING

:CONSTRUCTION SURVEY POSITIONING CRITERIA

HEREIN MUST USE THE SURVEY CONTROL AS TABULATED, ACCOMPANYING THE DESIGN SURVEY(S).

SURVEY A PARTICULAR REACH/CUT/ETC. OF THIS PROJECT. ANY ATTEMPT TO REPLICATE THE SURVEY FURNISHED

THESE SURVEY NOTES DETAIL WHICH HORIZONTAL AND VERTICAL SURVEY CONTROL MARKS WERE USED TO

PPCPs ARE LISTED IN THE ACCOMPANYING SURVEY NOTES AND TABULATED ON THE CONSTRUCTION PLANS.

PRIMARY PROJECT CONTROL POINTS (PPCP) AND KTD TIDAL CALIBRATION SITES:

SURVEY NOTES FOR “KTD” FILE NAME.

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

THIRD PARTY ATTEMPT TO DUPLICATE THIS SURVEY SHALL OBTAIN THE KINEMATIC TIDE DATUM MODEL (KTD FILE), AS A RESULT OF THIS, THE KTD FILE AND THE VDATUM MODEL FILE ARE NOT TO BE CONSIDERED EQUIVALENT. ANY

COVERAGE, OR DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM VALUES AT THOSE PUBLISHED SITES.

navd88-mllw CALCULATION. THESE EDITS ARE A RESULT OF EITHER OMISSIONS IN THE ORIGINAL VDATUM

ADDITIONS DIFFERING FROM THE VDATUM MODEL IF IT WERE to be USED AS A STAND ALONE PRODUCT FOR THE

CORRECTIONS. DUE TO ONGOING REFINEMENTS IN THE VDATUM MODEL, THE KTD FILE MAY CONTAIN EDITS OR

CONSTRUCT A KINEMATIC TIDAL DATUM GRID FILE (KTD) ALLOWING FOR REAL TIME VERTICAL DATUM

HYDRODYNAMIC TIDAL MODEL VERSION 3.8, RELEASE DATE OF 06 MARCH 2018. THIS MODEL WAS USED TO

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

TIDAL MODEL:

(NOAA). ORTHOMETRIC HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

NATIONAL TIDAL DATUM EPOCH, AS PUBLISHED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

THE TIDAL REFERENCE GRADE FOR THIS PROJECT IS MEAN LOWER LOW WATER (MLLW), OF THE 1983-2001

:VERTICAL REFERENCE SYSTEM

FILE FOR THIS PROJECT.

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

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

ARE THE U.S. SURVEY FOOT. CHANNEL STATIONING AND OFFSET COORDINATES ARE RELATIVE TO THE INDICATED

ARE SHOWN IN THE FLORIDA STATE PLANE COORDINATE SYSTEM (SPCS)WEST ZONE (0902). MEASUREMENT UNITS

ON THE CURRENT VERSION OF THE NOAA NATIONAL SPATIAL REFERENCE SYSTEM (NSRS). GRID COORDINATES

THE HORIZONTAL REFERENCE FRAME FOR THIS PROJECT IS THE NORTH AMERICAN DATUM OF 1983 (NAD83), BASED

:HORIZONTAL REFERENCE SYSTEM

PORT SUTTON CHANNEL STA. 0+00

CUT-C (HB) STA. 324+98

CUT-D-(HB) STA. 2+62.20

CUT-C-(HB) STA. 341+77.72

LSC STA. 2+63.29

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

USC STA. 42+13.23

LSC STA. 42+13.23

PS-TB STA. 1+16.20

PSC STA.19+97.95

EBC-EXT(2) STA. 0+00.00

EBC-EXT(1) STA. 35+65.11

CUT-C (HB) STA. 283+00

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

V A R

R G

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

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A T

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S O

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L E D

T R

A N M

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C O B

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J A

C K

S O

N V

L E F

R E

L Y

E A

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L E

E A

U S

L E

R H

L S

B O

R O

U G

H C

O U

N T

Y F

L O

M P

A H

A R

B O

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T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J E

C T

U P

P E

R C

H A

N N

E L S

W E

J U

N E

39.5

38.5

36.0

35.0

34.9

34.0 34.0

33.8

33.5

33.3

33.2

32.8

32.2

31.6

29.2

28.9

28.8 28.8

28.8

28.6

28.5 28

28.1

27.9 27.9

27.6

27.5 27.5

27.5

27.4

27.3

27.1

27.0

26.9 26.9

26.9

26.8

26.7

26.6

26.5

26.4

26.3

26.2

26.1

26.0 26.0

26.0

26.0 26.0

26.0

25.9

.8 25.8

25.8

25.6

25.5

25.4

25.3

25.2

25.1

25.0

24.9

24.8

24.6

24.5

24.5 24.5

24.5

24.4

24.3

24.2

24.1 24.1

24.1

24.0

23.9

23.9 23.9

23.8 23.8 23.8

23.8

23.7

23.6

23.6 23.6

23.6

23.5

23.4 23.4

23.4

23.4 23.4

23.4

23.4 23.3

23.3

23.2

23.1

23.1 23.1

23.1

23.1 23.1

23.1

23.0 23.0

23.0

23.0 23.0

23.0

22.9

22.9 22.9

22.9

22.9 22.9

22.9

22.9 22.9

22.8

22.8 22.8

22.8

22.8 22.8

22.8

22.8 22.8

22.7

22.6

22.6 22.6

22.5

22.4

22.3

22.2

22.2 22.2

22.2

22.1

22.1 22.1

22.0

22.0 22.0

21.9

21.8 21.8

21.8

21.7

21.7 21.7

21.7

21.6

21.5 21.5

21.5

21.4

21.4 21.4

21.3

21.2

21.2 21.2

21.2

21.1

21.1 21.1

21.0

20.9

20.8 20.7

20.7 20.7 20.6

20.6

20.5

20.4 20.4

20.4

20.4 20.4

20.3

20.2

20.2 20.2

20.1 20.0

20.0 20.0

20.0

19.9

19.8

19.7

19.6 19.6

19.6

19.5

19.4 19.4

19.3

19.1

19.1 19.1

19.0

19.0 19.0

19.0

18.9 18.8 18.8

18.8 18.7

18.5

18.4

18.3

18.2 18.2 18.1

18.1

18.0

17.8 17.8

17.7

17.6

17.6 17.6

17.6

17.4

17.0 17.0

16.9

16.9 16.6 16.5

16.5 16.5 16.4

16.2

15.6 15.5

15.3

15.2 14.7

13.9

12.9

SEDDON CHANNELCUT-D (HB)

RGE. 400

RGE. 200

RGE. 0

RGE. 200

RGE. 300

RGE. 400

RGE. 0

RGE. 200

RGE. 400

STA. 0+00 SEDDON CHANNEL

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

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

PLUS 2-FO

T ALLO

ABLE O

VERDEPTH

34-FO

T REQ

UIRED DEPTH (BASE)

RGE. 300

DREDGING PLAN

100' 200'0

D R

E D

G P

L A

C-01

M A

T C

H L

E C -0

T A L

O W

E R S

P A

R K

M A

N C

H A

N N

E L

S T

U T -D

H B

RGE. 225

S T

A C

U T -D

H B

T O S

T A L

S C

HARBOR ISLAND

DAVIS ISLANDS

SHEET GENERAL NOTES

WITHIN 100' OF VERIFIED UTILITY LOCATION.

DREDGING. NO ANCHORING, SPUDDING OR MOORING SHALL TAKE PLACE

CONTRACTOR SHALL VERIFY LOCATION OF UTILITY LINES PRIOR TO

1. 200' WIDE "RESTRICTED DREDGING AREA" CENTERED ON EXISTING UTILITY.

X=513000

X=512000

X=511000

X=510000

S T

E D

D O

N -C

H A

N N

E L

RGE. VARIES

-T

H M

D -C

N .d g n

S T A L

S C

S T A L

S C

S T A L

S C

S T A L

S C

S T A L

S C

S T A L

S C

S T A L

S C

S T A L

S C

RGE. 75

RGE. (-)25

S T A L

S C

ER SPARK

RGE. 125

S T A L

S C

(SEE NOTE 1)

ELEV -42.0 (MLW)

20" WATERMAIN

CITY OF TAMPA

(SEE NOTE 1)

ELEV -51.0 (MLW)

48" SANITARY SEWER

CITY OF TAMPA

(SEE NOTE 1)

ELEV -40.0 (MLW)

48" SEWER

CITY OF TAMPA

EXISTING SHORELINE

HOOKERS POINT

NOT TO SCALE

KEY PLAN

B A Y

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

C-0

C-05

C-02

C-03

C-04

C -0

GS-TBS12-1

GS-TBS12-2

GS-TBS12-3

GS-TBS12-4

C-07

PLANE COORDINATES

AIDS TO NAVIGATION

1,306,617511,492

1,304,948512,063

GLB-1 (02/21)

NO WAKE BUOY (02/21)

"GLB-1"

N O W

A K

"No_Wake_Buoy"

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

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US Army Corps

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P S O

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D R

A W

G D

A T

E N

A M

A N

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

R E

L Y

E A

U S

L E

E A

U S

L E

R H

L S

B O

R O

U G

H C

O U

N T

Y F

L O

M P

A H

A R

B O

R M

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J E

C T

U P

P E

R C

H A

N N

E L S

W E

J U

N E

DREDGING PLAN

100' 200'0

D R

E D

G P

L A

C-02

-T

H M

D -C

N .d g n

M A

T C

H L

E S

H E

E T C -0

T A

P P

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 S

T A

O W

E R S

P A

R K

M A

N C

H A

N N

E L

RGE. 400

RGE. 200

RGE. 0

RGE. 300

RGE. 125

RGE. 325

RANGE VARIES

RGE. 200

RGE. 0

UPPER SPARKMAN CHANNEL

LOWER SPARKMAN CHANNEL

STA. 42+13.23 SPARKMAN CHANNEL

APROXIMATE SHORELINE

PLUS 2-FOOT ALLOWABLE OVERDEPTH

34-FOOT REQUIRED DEPTH (BASE)

APROXIMATE SHORELINE

X=513000

X=512000

X=511000

S T

A L

S C

S T

A L

S C

S T

A L

S C

S T

A U

S C

S T

A U

S C

S T

A U

S C

S T

A U

S C

S T

A U

S C

S T

A L

S C

S T

A L

S C

S T

A U

S C

S T

A L

S C T

O S

T A U

S C

RGE. 400

S T

A U

S C

S T

A L

S C

HARBOR ISLAND

HOOKERS POINT

NOT TO SCALE

KEY PLAN

B A Y

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

C-0

C-05

C-02

C-03

C-04

C -0

C-07

40.1

40.0

39.9

39.9 39.9

39.8

39.7

39.6

39.5 39.5

39.5

39.4 39.4

39.4

39.4 39.3

39.3

39.2

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

38.9

38.8

38.8 38.8

38.8

38.8 38.8

38.8

38.7

38.6

38.6 38.6

38.6

38.6 38.6

38.6

38.6 38.6

38.6

38.5 38.5

38.5

38.5 38.5

38.5

38.5 38.5

38.5

38.5 38.5

38.5

38.5 38.5

38.5

38.4

38.4 38.3

38.3

38.3 38.3

38.3

38.3 38.3

38.3

38.2

38.2 38.2

38.2

38.2 38.2

38.2

38.2 38.2

38.2

38.2 38.2

38.2

38.2 38.2

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

37.9

37.9 37.9 37.9

37.9

37.9 37.9 37.9

37.9

37.9 37.9

37.9

37.8

37.8 37.8

37.8

37.8 37.8

37.7

37.7 37.7

37.7

37.7 37.7

37.7

37.7 37.7

37.7

37.6

37.6 37.6

37.6

37.6 37.5

37.5

37.5 37.5

37.5

37.4

37.4 37.4

37.4

37.4 37.4

37.4

37.3

37.2

37.2 37.2

37.2

37.2 37.2

37.2

37.1 37.1

37.1

37.1 37.1

37.1

37.0

37.0 37.0

37.0

37.0 37.0

37.0

37.0 37.0

37.0

36.9

36.8

36.8 36.8

36.8

36.8 36.8

36.8

36.7

36.6

36.6 36.6

36.6

36.5

36.4

36.3

36.2

36.2 36.2

36.1

36.1 36.1

36.1

36.0 36.0

36.0

36.0 36.0

36.0

35.9

35.9 35.9

35.9

35.9 35.9

35.8

35.8 35.8

35.8

35.8 35.8

35.8

35.8 35.8

35.8 35.7

35.7

35.7 35.7

35.6

35.6 35.5

35.5

35.5 35.5

35.5

35.5 35.4

35.4

35.3

35.3 35.3 35.3

35.3

35.3 35.3

35.3

35.2

35.2 35.2

35.2

35.1

35.0

35.0 35.0

35.0

35.0 34.9

34.9

34.9 34.9

34.9

34.8

34.8 34.8

34.8

34.8 34.8 34.8

34.8

34.7

34.7 34.7

34.7

34.6

34.5

34.5 34.5

34.5

34.4

34.3 34.3

34.3

34.2

34.1

34.1 34.1 34.1

34.1

34.0

33.9 33.9

33.9

33.9 33.9

33.9

33.8

33.7

33.6

33.5

33.5 33.5

33.4

33.3

33.2 33.2

33.2

33.2 33.2

33.2

33.1

33.0

32.9

32.8 32.8

32.8

32.7

32.6

32.5

32.4

32.3 32.3

32.2

32.1

32.0

31.8

31.7

31.6 31.6

31.6

31.5

31.5 31.3

31.2

31.2 31.2

31.1 31.0

31.0

30.9 30.8

30.7

30.6

30.5 30.4

30.4

30.3

30.3 30.3

30.2

30.1 30.1

30.0

29.9

29.8

29.6

29.5

29.4

29.3

29.2

29.1

29.0

28.9

28.8

28.7

28.5

28.1

27.9

27.8

27.7

27.6

27.5

27.4 27.3

27.1

27.0 26.9

26.4

26.2

26.1

26.0

25.9

25.5

25.5 25.5

25.4

25.3 25.2

25.1

24.9

24.8

24.7

24.6

24.5 24.4

24.1

24.0

23.8

23.4

23.3

23.1

23.0

22.9

22.8 22.7

22.7

22.6

22.5 22.3

22.3

22.2

22.1

21.9

21.8

21.6 21.6

21.6

21.5

21.4

21.3

21.1

20.8

20.4

20.1 19.9 19.8

19.7

19.4

19.1

19.1 19.1

19.0

18.9

18.8

18.7

18.6

18.5

18.4 18.2

18.2

18.1

18.0

17.9

17.7

17.5

17.4

17.1

16.6

16.4

16.3 16.2

15.8

15.7

15.4

15.1 14.7

14.6

14.1

14.1 14.1

14.0

13.7

13.6

13.5

13.5 13.4

13.3

13.2 13.0

12.1

12.1 12.0

11.5

11.2

11.1

10.3

9.7

9.6

9.2 8.6

8.5

LT- 7 (02/21) 511,945

PLANE COORDINATES

AIDS TO NAVIGATION

LT-3 (02/21) 511,507 1,307,490

511,733 1,308,822

1,309,580

GLB-WR5 (02/21)

"LT-3"

"GLB-WR5"

"LT-7"

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:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Navigation Projects\Tampa Harbor\MD FY21 Upper Channels\080 - Plans\05 Civil\C-03

D R

A W

G D

A T

E N

A M

A N

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

R E

L Y

E A

U S

L E

E A

U S

L E

R H

L S

B O

R O

U G

H C

O U

N T

Y F

L O

M P

A H

A R

B O

R M

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J E

C T

U P

P E

R C

H A

N N

E L S

W E

J U

N E

UPPER SPARKMAN CHANNEL

YBOR CHANNEL

STA. 0+00 YBOR CHANNEL

STA. 77+78.24 SPARKMAN CHANNEL

RGE. 200

RGE. 0

RGE. 400

RGE. 200

RGE. (-)25

RGE. 0

APROXIMATE SHORELINE

M A

T C

H L

E S

H E

E T C -0

T A

P P

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 S

T A

B O

R -C

H A

N N

E L

DREDGING PLAN

100' 200'0

D R

E D

G P

L A

C-03

S T

A U

S C T

O S

T A Y

B O

R C

H A

N N

RGE. 1550

RGE. 525

-T

H M

D -C

N .d g n

S T

A Y

B O

PLUS 2-FOOT ALLOWABLE OVERDEPTH

34-FOOT REQUIRED DEPTH (BASE)

RGE. 1100

X=511000

X=512000

X=513000

X=514000

S T

A U

S C

S T

A U

S C

S T

A U

S C

S T

A U

S C

S T

A U

S C

S T

A U

S C

S T

A U

S C

RGE. 750

RGE. 1846

RGE. 475

RGE. 2017.3

RGE. VARIES

S T

A .3 U

S C

S T

A U

S C

RGE. 870

S T

A .7

B O

RGE. 50

S T

A U

S C

S T

A Y

B O

PLUS 2-FOOT ALLOWABLE OVERDEPTH34-FOOT REQUIRED DEPTH (OPTION A)

S T

A Y

B O

S T

A .1

B O

RGE. 1629.13

HOOKERS POINT

HARBOUR ISLAND

NOT TO SCALE

KEY PLAN

B A Y

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

C-0

C-05

C-02

C-03

C-04

C -0

G"11"

PLANE COORDINATES

AIDS TO NAVIGATION

512,238 1,311,122

512,204 1,310,824

511,557 1,311,666

512,028 1,311,462

G-7A (02/21)

G-9 (02/21)

G-11 (02/21)

G-13 (02/21)

G"7A"

G"9"

G"13"

41.0

40.9

40.9 40.9

40.9

40.8

40.8 40.8

40.8

40.7

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

40.2

40.1

40.1 40.1

40.1

40.0

40.0 40.0

39.9

39.9 39.9

39.9

39.8

39.8 39.8

39.8

39.8 39.8

39.8

39.7

39.7 39.7

39.7

39.6

39.5

39.5 39.5

39.5

39.5 39.5

39.5

39.4

39.3

39.3 39.3

39.3

39.2

39.2 39.2

39.2

39.2 39.2

39.2

39.2 39.2

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

38.9

38.9 38.9

38.9

38.9 38.9

38.9

38.8

38.8 38.8

38.8

38.7

38.7 38.7

38.7

38.6

38.6 38.6

38.6

38.6 38.6

38.6

38.6 38.6

38.6

38.5

38.5 38.5 38.5

38.5

38.4

38.4 38.4

38.4

38.4 38.4

38.4

38.4 38.4

38.4

38.4 38.4

38.4

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

38.1 38.1

38.1

38.0

38.0 38.0

38.0

38.0 38.0

38.0

37.9

37.9 37.9

37.9

37.9 37.9 37.9

37.9

37.9 37.9

37.9

37.8

37.8 37.8

37.8

37.8 37.8

37.8

37.7

37.6

37.6 37.6

37.6

37.6 37.6

37.6

37.6 37.6

37.6

37.5 37.5

37.5

37.5 37.5

37.5

37.5 37.5

37.5

37.4

37.4 37.4

37.4

37.3 37.3

37.3

37.3 37.3

37.3

37.3 37.3

37.3

37.2

37.2 37.2

37.2

37.1

37.1 37.1

37.1

37.1 37.1

37.1

37.1 37.1

37.1

37.0

37.0 37.0

37.0

36.9

36.9 36.9

36.9

36.9 36.9

36.8 36.8

36.8

36.8 36.8

36.8

36.8 36.8

36.8

36.7

36.6

36.5

36.5 36.5

36.5

36.4

36.3

36.3 36.3

36.3

36.3 36.3

36.3

36.3 36.3

36.3

36.3 36.3

36.3

36.2

36.2 36.2

36.2

36.1

36.1 36.1

36.1

36.0

36.0 36.0

36.0

35.9

35.8

35.8 35.8

35.8

35.7

35.6

35.6 35.6

35.6

35.6 35.6 35.6

35.6

35.5

35.5 35.5

35.4

35.4 35.4

35.4

35.3

35.3 35.3

35.3

35.2

35.1

35.0 35.0

35.0

34.9

34.9 34.9

34.9

34.9 34.9

34.9

34.8 34.8

34.8

34.8 34.8

34.8

34.7

34.6

34.6 34.6 34.6 34.6

34.6

34.5

34.4 34.4

34.4

34.3

34.2

34.2 34.2

34.2

34.2 34.2

34.2

34.1

34.1 34.1

34.0

34.0 34.0

34.0

33.9

33.9 33.9

33.9

33.8

33.7 33.7

33.7

33.6

33.6 33.6

33.6

33.5

33.4

33.3

33.2

33.1

33.0

32.9

32.8

32.7

32.6

32.5

32.4

32.3

32.3 32.3

32.0

31.9

31.8

31.7

31.6

31.4

31.0 30.7

30.6

30.5

30.3

30.1

30.0

29.6

29.4

29.3

29.1

29.0

28.9

28.8

28.7

28.6

28.5

28.4

27.9

27.5

27.4

27.3

27.0

26.9

26.8

26.7

26.5

26.3 26.1 26.0

25.9

25.8

25.7

25.4

25.3

25.1

24.8

24.7

24.6

24.4

24.3

24.2

24.1

24.0

23.9

23.8

23.7

23.6

23.4

23.1

22.7

22.6

22.2

22.0

21.6

21.5

21.4

21.3

21.1

21.0

20.9

20.8

20.7

20.6

20.5

20.2

20.0

19.5

19.4

19.0

18.9

18.8

18.7

18.5

18.3

17.8

17.5

17.4

17.2

17.0

16.8

16.7

16.6

16.5

16.4

16.3

16.2

16.1

16.0

15.8

15.7

15.5

15.4

15.1

15.0

14.9

14.4

14.3

14.2

13.8

13.6

13.4

13.2

12.7

12.4

12.0

11.9

11.8

11.6

11.5

11.2

11.0

10.9

10.1

9.5

9.0

8.9

8.8

8.7

8.6

8.5

8.4

8.2

8.0

7.9

7.9 7.8

7.7

7.6

7.5 7.5

7.5

7.5 7.5 7.5

7.4

7.3

7.2

7.17.1 7.0

7.0

6.9

6.4

6.2

5.9 5.8

GS-HBY12-1

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:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Navigation Projects\Tampa Harbor\MD FY21 Upper Channels\080 - Plans\05 Civil\C-04

D R

A W

G D

A T

E N

A M

A N

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

R E

L Y

E A

U S

L E

E A

U S

L E

R H

L S

B O

R O

U G

H C

O U

N T

Y F

L O

M P

A H

A R

B O

R M

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J E

C T

U P

P E

R C

H A

N N

E L S

W E

J U

N E

YBOR CHANNEL

RGE. 400

RGE. 200

RGE. 0

APROXIMATE SHORELINE

X=514000

X=513000

X=512000

DREDGING PLAN

100' 200'0

D R

E D

G P

L A

-T

H M

D -C

N .d g n

C-04

HILLSBOROUGH COUNTY

RGE. 400

RGE. 200

RGE. 0

APROXIMATE SHORELINE

S T

A Y

B O

S T

A Y

B O

S T

A Y

B O

S T

A Y

B O

S T

A Y

B O

S T

A Y

B O

S T

A Y

B O

S T

A Y

B O

M A

T C

H L

E S

H E

E T C

-0 S

T A

B O

R -C

H A

N N

E L

PLUS 2-FOOT ALLOWABLE OVERDEPTH

34-FOOT REQUIRED DEPTH (OPTION A)

S T

A Y

B O

S T

A Y

B O

S T

A Y

B O

S T

A Y

B O

S T

A Y

B O

R C

H N T

O S

T A Y

B O

R C

H N

NOT TO SCALE

KEY PLAN

B A Y

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

C-0

C-05

C-02

C-03

C-04

C -0

C-07

41.6

41.5

41.4

41.2 41.1

41.1

41.0

41.0 41.0

40.9

40.8

40.8 40.7

40.7

40.6

40.6 40.6

40.5 40.5

40.5

40.4

40.3

40.2 40.2

40.2

40.2 40.1

40.1

40.0

39.9

39.8

39.8 39.7

39.7

39.6

39.6 39.6

39.5

39.4

39.4 39.4

39.4

39.3

39.3 39.3

39.3

39.3 39.3

39.3

39.2

39.1

39.0

39.0 39.0

39.0

38.9

38.9 38.9

38.9

38.8

38.8 38.8

38.8

38.7

38.6

38.6 38.6

38.6

38.5

38.5 38.5

38.5

38.4

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

38.0

38.0 38.0

38.0

37.9

37.9 37.9

37.9

37.9 37.9

37.9

37.8

37.8 37.8

37.8

37.7

37.7 37.7

37.7

37.6

37.6 37.6

37.6

37.6 37.6

37.6

37.6 37.6

37.5

37.5 37.5

37.5

37.4

37.4 37.4

37.4

37.3

37.3 37.3

37.3

37.3 37.3

37.3

37.2

37.1

37.1 37.1

37.1

37.0

37.0 37.0

37.0

37.0 37.0

37.0

36.9

36.9 36.9

36.9

36.9 36.9

36.9

36.8

36.8 36.8

36.7

36.6

36.6 36.6

36.6

36.5

36.5 36.5

36.4

36.3 36.3

36.3

36.3 36.3

36.3

36.2

36.1

36.0

35.9

35.9 35.9

35.9

35.8

35.7

35.7 35.7

35.7

35.6

35.5

35.4

35.4 35.4

35.4

35.3

35.3 35.3

35.3

35.2 35.2

35.2

35.2 35.2

35.2

35.1 35.1

35.1

35.1 35.1

35.1

35.1 35.1

35.1

35.0

34.9

34.8

34.8 34.8

34.8

34.7

34.7 34.7

34.7

34.6

34.6 34.6 34.6

34.6

34.6 34.6

34.6

34.5

34.5 34.5

34.5

34.5 34.5

34.5

34.4

34.3 34.3

34.3

34.2

34.1

34.1 34.1

34.1

34.0 34.0

34.0

33.9

33.8 33.8 33.8

33.8

33.7

33.6

33.5

33.5 33.5

33.5

33.4 33.4

33.4

33.3

33.2 33.2

33.1

33.1 33.0

32.9

32.8

32.6

32.5

32.4

32.3

32.2

32.1 32.0

31.9

31.9 31.8

31.8

31.7

31.6

31.4 31.4

31.3

31.1

30.9

30.8

30.5

30.4

30.1

30.0 30.0

29.7 29.7

29.6

29.4

29.1

29.0

28.8

28.0 28.0

27.7

27.6

27.3

27.1

26.9

26.7

26.5

25.7

25.5 25.4

24.9

24.7

24.3 24.1

24.1

24.0 23.9

23.9

23.7

23.5

23.3

23.2 22.6

22.3 22.0

20.9

20.4

20.4 19.7

19.1

18.8

17.8

17.5

17.1

15.6

15.4

15.2

15.0

14.6

14.4 13.6

13.5 13.3

12.8

11.8

11.7 9.8

9.3 7.6

GS-HBY12-2

GS-HBY12-3

GS-HBY12-4

GS-THbr17-06

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:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Navigation Projects\Tampa Harbor\MD FY21 Upper Channels\080 - Plans\05 Civil\C-05

D R

A W

G D

A T

E N

A M

A N

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

R E

L Y

E A

U S

L E

E A

U S

L E

R H

L S

B O

R O

U G

H C

O U

N T

Y F

L O

M P

A H

A R

B O

R M

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J E

C T

U P

P E

R C

H A

N N

E L S

W E

J U

N E

RGE. 0

RGE. 150

RGE. 300

RGE. 0

RGE. 150

RGE. 300

P.I. STA. 0+00 EAST BAY CHANNEL EXTENSION 1

APROXIMATE SHORELINE

M A

T C

H L

E S

H E

E T C

-0 S

T A

A S

T B

A Y E

X T

E N

N C

H A

N N

E L

DREDGING PLAN

100' 200'0

C-05

HILLSBOROUGH COUNTY

NO DREDGING ON THIS SHEET

-T

H M

D -C

N .d g n

S T

A S

T B

A Y C

H A

N N

E L E

X T

E N

D R

E D

G P

X=519000

X=518000

X=517000

S T

A E

B C E

X T

EAST BAY CHANNEL EXTENSION (1)

S T

A E

B C E

X T

S T

A E

B C E

X T

S T

A E

B C E

X T

S T

A E

B C E

X T

S T

A E

B C E

X T

S T

A E

B C E

X T (1

T O S

T A E

B C E

X T (1

NOT TO SCALE

KEY PLAN

B A Y

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

C-0

C-05

C-02

C-03

C-04

C -0

47.5

47.4 46.8

46.5 46.4 45.8

45.5 45.4

45.2

45.1

45.0

44.9

44.8

44.7

44.5

44.3

44.1

44.0

43.8

43.7

43.6

43.5

43.4

43.2

43.1

43.0

42.9

42.8

42.7 42.6

42.6

42.5

42.4

42.1

41.9

41.8

41.6

41.4 40.8 40.5

40.3

40.2 40.1

40.1

40.0

39.9

39.8

39.7

39.6

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

39.3

39.3 39.3 39.3

39.3

39.3 39.3

39.2

39.2 39.2

39.2

39.2 39.2

39.2

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

38.9

38.9 38.9

38.9

38.9 38.9 38.9

38.9

38.9 38.9 38.9

38.9

38.9 38.9

38.9

38.9 38.9

38.9

38.8

38.8 38.8

38.8

38.8 38.8

38.8

38.8 38.8

38.8

38.8 38.8

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

38.6

38.6 38.6

38.6

38.6 38.6

38.6

38.6 38.6

38.5

38.5 38.5

38.5

38.5 38.5

38.5

38.5 38.5

38.5

38.4

38.3

38.3 38.3

38.3

38.3 38.3

38.3

38.2

38.2 38.2

38.2

38.2 38.2

38.2

38.2 38.2

38.2

38.1

38.1 38.1

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

37.9

37.9 37.9

37.9

37.9 37.9

37.9

37.9 37.9 37.9

37.9

37.8

37.8 37.8

37.8

37.8 37.8

37.8

37.8 37.8

37.8

37.8 37.8

37.8

37.8 37.8

37.8

37.7

37.7 37.7

37.7

37.7 37.7

37.7

37.6

37.6 37.6

37.6

37.5

37.5 37.5

37.5

37.5 37.5

37.5

37.5 37.5

37.5 37.4

37.4 37.4

37.4

37.4 37.4

37.4

37.3

37.3 37.3

37.3

37.3 37.3

37.3

37.2

37.2 37.2

37.2

37.1

37.1 37.1

37.1

3…

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File details come from the government source that posted it. Updated Jul 16, 2021.