A.07.23_18B0007Plans_BCOESCert.pdf

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N E of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: MMMMMMMMM YYYY

XXXXXX-XX-X-XXXX

VOLUME X

JACKSONVILLE DISTRICT

N

GENERAL

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

ABBREVIATIONS AND SYMBOLS

G-03

G-04

PROJECT OVERVIEW

C-01

C-02

CIVIL

G-05 CHANNEL CONTROL DATA

CHANNEL CONTROL DATA

SHEET TITLESHEET ID

TAMPA HARBOR MAINTENANCE DREDGING

45-FOOT PROJECT - EGMONT CHANNEL CUTS 1 & 2

43-FOOT PROJECT - MULLET KEY CHANNEL

HILLSBOROUGH COUNTY, FLORIDA

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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

CITY OF TAMPA

CITY OF ST PETERSBURG

CITY OF LARGO

CITY OF BRADENTON

EGMONT KEY

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IN

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K Y

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

ANNA MARIA ISLAND

P R O J E C T L I M I T S

F E D E R A L C

H A N N E L

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C-04

C-05

C-06

C-08

C-09

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G-06

DREDGING PLAN - STA. 30+00 TO 60+00

DREDGING PLAN - STA. 0+00 TO 30+00

DREDGING PLAN - STA. 330+00 TO 360+00

DREDGING PLAN - STA. 360+00 TO 390+00

DREDGING PLAN - STA. 420+00 TO 450+00

DREDGING PLAN - STA. 390+00 TO 420+00

DREDGING PLAN - STA. 450+00 TO 480+00

DREDGING PLAN - STA. 480+00 TO 510+00

DREDGING PLAN - STA. 510+00 TO 540+00

DREDGING PLAN - STA. 540+00 TO 570+00

DREDGING PLAN - STA. 110 TO MULLET KEY STA. 5+00

DREDGING PLAN - STA. 5+00 TO 35+00

C-15

TYPICAL CROSS SECTIONS

TYPICAL CROSS SECTIONS

DISPOSAL PLAN - EGMONT KEY

DISPOSAL PLAN - EGMONT KEY

DISPOSAL PLAN - EGMONT KEY

CROSS SECTIONS - EGMONT KEY

CROSS SECTIONS - EGMONT KEY

CHANNEL AND DISPOSAL CONTROL DATA

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FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

A7

DRAWING WHERE SHOWN

OUT IN DETAIL

LOCATION CALLED

SMALL CONDITIONS DETAIL INDICATOR

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

(CONCST)

CONCRETE

CAST-IN-PLACE

(CONCLW)

PRECAST CONCRETE

(EARTH)

COMPACTED FILL

(GRVCRE)

/FDM

DRAINAGE BLANKET

(GRVSCL)

BEDDING MATERIAL

(INSSCM)

CONCRETE MAT

(RIPRAP)

RIPRAP

(ROCK)

ROCK

(EARTH, 45^)

EXISITNG SOIL

(TERRZO)

FILTER SAND

(GRAVEL)

GRAVEL

(POROUS)

COBBLES EXTERIOR ELEVATION

DETAIL BOUNDRY

E6

DRAWING WHERE SHOWN

G2

OBJECT REFERENCED

D5

VIEWING PLANE

CUTTING PLANE LINE

D5

F6 F3

MATERIAL SYMBOL KEY

REFERENCE SYMBOL KEY

TERMS AND ABBREVIATIONS

T - TELECOMMUNICATIONS

E - ELECTRICAL

M - MECHANICAL

F - FIRE PROTECTION

Q - EQUIPMENT

A - ARCHITECTURAL

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY/MAPPING

G - GENERAL

IDENTIFICATION

IDENTIFICATION

IDENTIFICATION

IDENTIFICATION

400'0 200'20' 40'0

S-56 S-56

S-76

C-16

A-32 M-51

DRAWING AREA PLAN TITLE

DRAWING AREA SECTION/ELEVATION/DETAIL TITLE WITH ASYMMETRICAL SCALES

A-21A-21

GENERAL NOTES

TABLE OF CONTENTSGENERAL SYMBOLOGY

49.5

VI

PID AF3134

PROJECT CHANNEL

DREDGING AREAS

ELEVATION AND LOCATION

CHANNEL LIMITS

CHANNEL PI POINTS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

IN DIRECTION OF ARROW

MONUMENT OFF SHEET

STAGING / UNLOADING AREA

LEGEND - NAVIGATION

CB-JH99-22 IDENTIFIER

P-JH99-22 IDENTIFIER

GS-JH99-22 IDENTIFIER

VB-JH99-22 IDENTIFIER

CORE BORING

PROBE

GRAB SAMPLE

VIBRACORE BORING

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

PROJECT DEPTH

NO WAKE

SIGN

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

(EARTH, 45^)

EXISITNG SOIL

SEA GRASS LIMITS

CROSS SECTION

200'0 100'

N

PLAN

SCALE: 1" = 100'

SCALE REFERENCE

TITLE

NORTH INDICATOR

GRAPHIC SCALE

C

SECTION NAME

TITLE

DRAWING WHERE SHOWN

SCALE REFERENCE

SCALE: HORIZONTAL 1" = 200' VERTICAL 1" = 20'

GRAPHIC SCALE

SHOWN

DRAWING WHERE

SHOWN

DRAWING WHERE

SURVEY NOTES

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USCG

USACE

TYP

TOS

TOL

TOB

TC

TB

STA

ST

SF

SH

RGE

RFI

RD

PI

N.T.S.

NO

NOAA

NAD83

NAVD88

MLW

MLLW

MHW

LTC

LF

IWW

INV

HORZ

FT

FDOT

FDEP

EOB

EL / ELEV

EL

ECL

E.G.

DWG

DMMA

CY

CL

CHN.

CBL

BLVD

ARC

APPROX

VERTICAL

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

TERMINAL CHANNEL

TURNING BASIN

STATION

STREET

SQUARE FEET/FOOT

SHEET

RANGE

REQUEST FOR INFORMATION

ROAD

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 TERMINAL CHANNEL

LINEAR FOOT/FEET

INTRACOASTAL WATERWAY

INVERT

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EDGE OF BERM

ELEVATION

ELEVATION

EROSION CONTROL LINE

EGMONT CHANNEL

DRAWING

DREDGED MATERIAL MANAGE AREA

CUBIC YARD

CENTERLINE

CHANNEL

CONSTRUCTION BASELINE

BOULEVARD

ALAFIA RIVER CHANNEL

APPROXIMATE

7. ALL STATIONS REFER TO THE CENTERLINE.

CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC

6. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY

DRAWINGS TO THE EXTENT APPLICABLE.

AND ARE PERTINENT TO THE CONDITIONS ON THIS SET OF

5. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS

BE USED FOR MEASUREMENTS (DATED 2015).

ARE FOR GENERAL INFORMATION ONLY AND ARE NOT TO

4. THE AERIAL PHOTOGRAPHY SHOWN ON THESE DRAWINGS

CONSTRUCTION OF THIS PROJECT.

NECESSARY FOR OR AFFECT THE PERFORMANCE OF

SUCH FEATURES THAT HE/SHE DETERMINES ARE

RESPONCIBLE FOR VERIFYING THE LOCATION OF ALL

ON THE DRAWINGS. THE CONTRACTOR SHALL BE

INDICATED. NOT ALL EXISTING STRUCTURES ARE INDICATED

PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE

PLANS ARE FOR INFORMATION ONLY AND WERE NOT

3. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE

ALL UNITS ARE U.S. SURVEY FEET.

THE NORTH AMERICAN DATUM OF 1983 (NAD83(90)).

SYSTEM AND REFERENCED TO THE 1990 ADJUSTMENT TO

THE FLORIDA STATE PLANE WEST ZONE COORDINATE

2. COORDINATES SHOWN ON THESE DRAWINGS ARE BASED ON

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR

DESIGNATIONS OF INDIVIDUALS THAT APPEAR ON THESE

THE INITIALS OR SIGNATURES AND REGISTRATION

DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE

SURVEY NOTES WILL BE PROVIDED WITH FUTURE SURVEY.

NO SURVEY NOTES WERE, AND/OR WILL BE PROVIDED BY OD-NH.

SURVEY 17-210 IS A "POST HURRICANE" SURVEY.

C -1

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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

N

NOT TO SCALE

E G

M O

N T C

U T -1 S

T A

Y=1,180,000

Y=1,200,000

Y=1,220,000

Y=1,160,000

X ,0

X ,0

X ,0

X ,0

X ,0

X ,0

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

T A M P A B A Y

SHELL KEY

MULLET KEY

PASSAGE KEY

ISLAND

ANNA MARIA

LONG KEY

PINELLAS COUNTY

HILLSBOROUGH COUNTY

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

TOTALS

N

100' 200'0

-T

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G-03

PROJECT VICINITY MAP AND SHEET KEY TO DRAWINGS

E.C. CUT-1 STA. 20+00 TO STA. 40+00

E.C. CUT-1 STA. 335+00 TO STA. 500+00

E.C. CUT-1 STA. 500+00 TO STA. 522+00

E.C. CUT-1 STA. 522+00 TO STA. 559+00

MULLET KEY CUT STA. 0+00 TO 30+00

DEPTH (FT)

REQUIRED

182,000 125,000 307,000

50,000 52,000 102,000

43,000 32,000 75,000

1,000 1,000

*0*0*0

*0

276,000 209,000 485,000

VOLUME

DEPTH

REQUIRED

VOLUME

OVERDEPTH

ALLOWABLE

1-F00T

VOLUME

TOTAL

* INDICATES VOLUMES LESS THAN 1,000 CY

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

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING

P R O J E C T

L I M I T S

APPROX. LOCATION OF FP&L POWERLINEEGMONT KEY

BEACH PLACEMENT AREA

S U

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H

IN

E S

K Y

W A

Y B

R

ID

G E

CUT-A

(T

B)

MULLET KEY CHANNEL

EGMONT CUT-2

EGMONT CUT-1

MANATEE COUNTY

M U

L L E

T -K

E Y -C

U T

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DREDGE AREA STATIONING

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E

NOTES:

AND RESTRICTIONS ASSOCIATED WITH THE CRL-L LINE.

1. SEE SPECIFICATION SECTION 35 20 23 DREDGING FOR DEFINITIONTABLE NOTES:

CHANNEL CONTROL DATA

G-04

G E

N E

R A

L

1000' 2000'0

CHANNEL CONTROL DATA NOTES:

REVISION: 04 MAY 2015

CHANNEL CONTROL DATA NOTES:

REVISION: 04 MAY 2015

CHANNEL CONTROL DATA NOTES:

REVISION: 04 MAY 2015

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:

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

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E Y -C

U T

Y=1,200,000

Y=1,190,000

Y=1,180,000

X ,0

X ,0

X ,0

X ,0

-T

H M

D -G

I

C H

A N

N E

L C

O N

T R

O L D

A T

A

P I S

T A E

G M

O N

T -C

U T -2

.0

E Q

N A

H D

E G

M O

N T -C

U T -2

.0

E

Q N

B K

E G

M O

N T -C

U T -1

.3

E Q

N A

H D

M U

L L E T -K

E Y -C

U T

.0

E Q

N B

K E

G M

O N

T -C

U T -2 .0

RGE. 700

RGE. 350

RGE. 700

RGE. 350

EGMONT-CUT-1

EGMONT-CUT-2

142 118

T A M P A B A YG U L F O F M E X I C O

RGE. 0

RGE. 0

III

II

PI STA. 0+00 EGMONT CUT-2

PI STA. 670+17.30 EGMONT CUT-1

PI STA. 0+00 MULLET-KEY-CUT

PI STA. 132+90.06 EGMONT CUT-2

PI STA. 0+00 EGMONT CUT-1

CHANNEL CONTROL DATA

PLANE COORDINATES (NAD83(90))

PLANE COORDINATES (NAD83(90))

CONTROL DATA

CHANNEL CENTERLINE

(X) EASTING (Y) NORTHING

iii ii i

417,252.51

404,340.86

337,696.91

1,189,399.35

1,192,548.17

1,185,484.05

(Y) NORTHING(X) EASTING

404,317.15

337,660.02

404,364.57

1,192,193.70

1,185,832.10

1,192,902.64

142 417,394.74 1,189,724.92

POINTS

CHANNEL

POINTS

CHANNEL

417,110.28

406,017.44

402,579.39

337,733.80

1,189,073.78

1,191,779.04

1,192,009.50

1,185,136.00

1,190,163.48

1,189,971.03

415,596.44

418,985.51

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10 11 12

H

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US Army Corps

U .S

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G D

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E

F

IL

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A M

E

A N

S

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

J

B E

R G

E N

M

R

IC

E

M

C O

C H

R A

N E

T A

M P

A H

A R

B O

R M

A

IN

T E

N A

N C

E D

R E

D G

IN

G

-F

O O

T P

R O J E

C T E

G M

O N

T C

H A

N N

E L C

U T S

-F

O O

T P

R O J E

C T M

U L L E

T K

E Y C

H A

N N

E L

H

IL

L S

B O

R O

U G

H C

O U

N T

Y F

L O

R

ID

A

J U

N E

KEY PLAN

NOT TO SCALE

G-03 G-04

DREDGE PLAN

-T

H M

D -G

G-05

G E

N E

R A

L

1000' 2000'0

X ,0

X ,0

X ,0

X ,0

Y=1,200,000

Y=1,190,000

Y=1,180,000

M A

T C

H L

IN

E D

R A

W

IN

G G

-0 S

T A

M

U L

L E

T -K

E Y -C

U T

C H

A N

N E

L C

O N

T R

O L D

A T

A

S T

A . 1

C

U T -A -(T

B

CUT-

A (T

B)

MULLET KEY CUT

RGE. 300

RGE. 600

RGE.

0RGE.

RGE.

RGE. 0

iv

PI STA. 0+00 CUT-A (TB)

PI STA. 219+99.98 MULLET KEY CUT

T A M P A B A Y

T A M P A B A Y

CHANNEL CONTROL DATA

PLANE COORDINATES (NAD83(90))

PLANE COORDINATES (NAD83(90))

CONTROL DATA

CHANNEL CENTERLINE

iv 438,993.85 1,192,762.89

(X) EASTING

(X) EASTING

(Y) NORTHING

(Y) NORTHING

5 438,929.38 1,192,449.35

437,369.01

440,215.52

1,192,815.08

1,193,666.77

141 439,058.32 1,193,076.43

POINTS

CHANNEL

POINTS

CHANNEL

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10 11 12

H

J

13 14

K

L

SHEET ID

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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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IN

E E

R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Tampa Harbor\MD FY18 Egmont\010 - Plans\01 General\G-05

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D R

A W

IN

G D

A T

E

F

IL

E N

A M

E

A N

S

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

J

B E

R G

E N

M

R

IC

E

M

C O

C H

R A

N E

T A

M P

A H

A R

B O

R M

A

IN

T E

N A

N C

E D

R E

D G

IN

G

-F

O O

T P

R O J E

C T E

G M

O N

T C

H A

N N

E L C

U T S

-F

O O

T P

R O J E

C T M

U L L E

T K

E Y C

H A

N N

E L

H

IL

L S

B O

R O

U G

H C

O U

N T

Y F

L O

R

ID

A

J U

N E

KEY PLAN

NOT TO SCALE

G-03 G-04

CONSTRUCTION BASELINE

O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10 11 12

H

J

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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IN

E E

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D R

A W

IN

G D

A T

E

F

IL

E N

A M

E

A N

S

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

J

B E

R G

E N

M

R

IC

E

M

C O

C H

R A

N E

T A

M P

A H

A R

B O

R M

A

IN

T E

N A

N C

E D

R E

D G

IN

G

-F

O O

T P

R O J E

C T E

G M

O N

T C

H A

N N

E L C

U T S

-F

O O

T P

R O J E

C T M

U L L E

T K

E Y C

H A

N N

E L

H

IL

L S

B O

R O

U G

H C

O U

N T

Y F

L O

R

ID

A

J U

N E

R-14

R-13

R-12

R-11

R-10

R-9

R-8

R-7

R-6

R-5

R-4

R-3

R-2

R-1

410133.33

410857.36

410191.11

409471.97

408971.61

408829.22

408626.51

408552.42

408727.83

408807.00

408968.89

409124.15

409524.72

410109.96

1180720.99

1179943.13

1180265.92

1180949.06

1181472.07

1182392.72

1183358.65

1184234.34

1185319.75

1186253.81

1187258.61

1188273.36

1188853.99

1188385.77

85°

180°

210°

215°

255°

260°

270°

270°

270°

290°

285°

280°

0°, 280°, 300°

60°

AZIMUTH *(Y) NORTHING(X) EASTINGMONUMENT

FROM NORTH.

* ALL AZIMUTHS ARE GRID MEASURED CLOCKWISE

R-MONUMENT CONTROL DATA

FLORIDA WEST ZONE PLANE COORDINATES (NAD83(90)

R-2

R-3 R-

R-4

R-5

R-6

R-7

R-8

R-9

R-1

R -1

R -1

R -1

R-14

(Y) NORTHING(X) EASTING

CONSTRUCTION BASELINE CONTROL DATA

FLORIDA WEST ZONE PLANE COORDINATES (NAD83(90)

POINT STATION

1,181,595.95

1,182,575.76

1,182,973.89

1,183,432.77

1,184,002.22

1,184,502.32

1,185,243.47

1,186,188.61

1,187,376.88

1,188,114.04

1,188,873.57

1,189,038.23

408,858.55

408,749.05

408,621.72

408,512.42

408,450.61

408,445.23

408,508.56

408,653.07

408,884.91

408,944.48

409,266.46

409,683.80

78+72

68+86

64+68

59+97

54+24

49+24

41+80

32+24

20+13

12+74

04+49

00+00

EGMONT CUT-2

EGMONT CUT-1

MULLET KEY CUT

X ,0

X ,0

X ,0

X ,0

X ,0

Y=1,192,000

X ,0

X ,0

X ,0

X ,0

Y=1,180,000

Y=1,178,000

Y=1,182,000

Y=1,184,000

Y=1,186,000

Y=1,188,000

Y=1,190,000

E G M O N T K E Y T A M P A B A YG U L F O F M E X I C O

K

GEOTEXTILE TUBE

GEOTEXTILE TUBE

DREDGE PLAN

N

GEOTEXTILE TUBE

GEOTEXTILE TUBE

GEOTEXTILE TUBE

GEOTEXTILE TUBE

G-06500' 1000'0

-T

H M

D -G

G E

N E

R A

L

C H

A N

N E

L A

N D D

IS

P O

S A

L C

O N

T R

O L D

A T

A

FEDERAL CHANNEL

.6

.5

.5

.4

.3

.2

.2

.1

.1

.0

.9

.9

.8

.7

.7

.7 0.

.5

.4

.3

.3

.2

.2

.1

.1

.1

.1

.0

.9

.9

.9

.8

.8

.7

.6

.6

.6

.6

.6

.5

.5

.5

.5

.4

.4

.4

.3

.3

.0

.0

.9

.9

.8

.7

.6

.5

.3

.9

.6

.3

.2

.1

7.

1 47

.1

.1 6.

NOT TO SCALE

KEY PLAN

N

C -0

C -0

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

T A M P A B A Y

C -1

C -1

C -1

C -0

C -0

C -0

C -0

C -0

C -0

C -0

A

C-13

A

C-13

S T

A

AIDS TO NAVIGATION

PLANE COORDINATES

X Y

LT. BUOY-1 (09/17)

LT. BUOY-2 (09/17) 337,784

337,759 1,185,968

1,185,053

"RLB-2"

"GLB-1"

S O

L

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IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

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IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10 11 12

H

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A M

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A N

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J A

C K

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N V

IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

J

B E

R G

E N

M

R

IC

E

M

C O

C H

R A

N E

T A

M P

A H

A R

B O

R M

A

IN

T E

N A

N C

E D

R E

D G

IN

G

-F

O O

T P

R O J E

C T E

G M

O N

T C

H A

N N

E L C

U T S

-F

O O

T P

R O J E

C T M

U L L E

T K

E Y C

H A

N N

E L

H

IL

L S

B O

R O

U G

H C

O U

N T

Y F

L O

R

ID

A

J U

N E

C-01

N

100' 200'0

-T

H M

D -C

N .d g n

C

IV

IL

D R

E D

G

IN

G P

L A

N

S T

A T

O

DREDGING PLAN

RGE. 550

RGE. 700

RGE. 350

RGE. 0

RGE. 700

RGE. 350

RGE. 0

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

EGMONT CUT-1

M A

T C

H L

IN

E S

H E

E T C

-0 S

T A

E

G M

O N

T C

U T -1

Y 1,187,000

Y 1,186,500

Y 1,186,000

Y 1,185,500

Y 1,185,000

Y 1,184,500

Y 1,184,000

X

,5

X

,0

X

,5

X

,0

X

,5

X

,0

X

,5

X

,0

S T

A

E

G M

O N

T C

U T -1

1-FOOT ALLOWABLE OVERDEPTH

45-FOOT REQUIRED DEPTH PLUS

S T

A

S T

A

S T

A

S T

A

S T

A

0.

.5

.2

.2

.2

.1

.1

.0

.9

.9

.8

.8

.7

.7

.6

.5

.3

.3

.3

.2

.2

.2

.9

.9

.9

.8

.8

.7

.7

.6

.6

.2

8.

.1

.1

.0

.8

.4

.0

.0

.0

.9

.6

.5

.1

N

C -0

C -0

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

T A M P A B A Y

C -1

C -1

C -1

C -0

C -0

C -0

C -0

C -0

C -0

C -0

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10 11 12

H

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U .S

A R

M Y C

O R

P S O

F E

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A W

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G D

A T

E

F

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E N

A M

E

A N

S

J A

C K

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IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

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IL

L E F

L

J

B E

R G

E N

M

R

IC

E

M

C O

C H

R A

N E

T A

M P

A H

A R

B O

R M

A

IN

T E

N A

N C

E D

R E

D G

IN

G

-F

O O

T P

R O J E

C T E

G M

O N

T C

H A

N N

E L C

U T S

-F

O O

T P

R O J E

C T M

U L L E

T K

E Y C

H A

N N

E L

H

IL

L S

B O

R O

U G

H C

O U

N T

Y F

L O

R

ID

A

J U

N E

N

100' 200'0

-T

H M

D -C

N .d g n

C

IV

IL

D R

E D

G

IN

G P

L A

N

S T

A T

O

DREDGING PLAN

RGE. 700

RGE. 350

RGE. 0

RGE. 700

RGE. 350

RGE. 0

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

EGMONT CUT-1

C-02

M A

T C

H L

IN

E S

H E

E T C

-0 S

T A

E

G M

O N

T C

U T -1

RGE. 550

X

Y= 1,187,000

Y 1,186,500

Y 1,186,000

Y 1,185,500

Y 1,185,000

Y 1,184,500

X

,5

X

,0

X

,0

X

,5

X

,0

X

,5

S T

A

E

G M

O N

T C

U T -1

1-FOOT ALLOWABLE OVERDEPTH

45-FOOT REQUIRED DEPTH PLUS

S T

A

S T

A

S T

A

S T

A

S T

A

.5

.4

.2

.2

.0

.6

.5

.5

.6

.6

.8

.8

.5

.0

.9

.1

.9

N

C -0

C -0

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

T A M P A B A Y

C -1

C -1

C -1

C -0

C -0

C -0

C -0

C -0

C -0

C -0

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10 11 12

H

J

13 14

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