Group_4-10-R-J037_Revision0004.pdf

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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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GROUP4-10-R-J037 Revision 0004

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GROUP4-10-R-J037 SF1442-A1 Revision 0004

ADDENDUM TO THE STANDARD FORM 1442

Tampa Harbor, Maintenance Dredging, 34 and 43-Foot Project, Hillsborough Bay (HB), Ybor Channel, Upper and Lower Sparkman, Port Sutton and East Bay, and St. Petersburg Harbor, Maintenance Dredging, 24-Foot Project, Entrance Channel and Turning Basin, Hillsborough and Pinellas Counties, Florida

SPECIAL NOTIFICATION: THIS OPPORTUNITY IS AVAILABLE ONLY TO THE FOLLOWING

CONTRACTORS AWARDED A CONTRACT UNDER SOLICITATION NUMBER

W912EP-10-R-0026: Orion Marine Construction (W912EP-13-D-0003); Cavache, Inc.

(W912EP-13-D-0004); Cashman Dredging & Marine Contracting (W912EP-13-D-0005);

Cottrell Contracting Corporation (W912EP-13-D-0006); Great Lakes Dredge & Dock Company, LLC (W912EP-13-D-0007); Dutra Dredging Company (W912EP-13-D-0008);

Marinex Construction, Inc. (W912EP-13-D-0009); Norfolk Dredging Company (W912EP-13- D-0010); Mike Hooks, Inc. (W912EP-13-D-0011); Weeks Marine, Inc. (W912EP-13-D-0012);

Southern Dredging Co., Inc. (W912EP-13-D-0013); Manson Construction Company (W912EP-13-D-0014); C. F. Bean LLC (W912EP-13-D-0015) PROPOSALS WILL NOT BE

CONSIDERED FROM ANY ENTITY OTHER THAN THE PREVIOUSLY LISTED FIRMS

INCLUDED IN THE Group 4 Dredging MATOC Pool.

TECHNICAL EVALUATION: The award of the task order will be made on the basis of Lowest Price, Technical Acceptable (LPTA); the technical evaluation factors are:

(1) Availability of technically acceptable dredge(s).

(2) Past performance, to include the MATOC (The government reserves the right to obtain copies of all Contractor Performance Assessment Reporting System (CPARS) records contained in the US Army Corps of Engineers CPARS database for the Prime Contractor (Offeror) and all Major Sub-Contractors).

SUBMISSION REQUIREMENTS: Contractors are required to submit the following:

(1) A letter on company letterhead identifying the dredge(s) the contractor proposes to do the work and the location of dredge(s). The identified dredge(s) must also have been found technically acceptable by the Contracting Officer prior to the proposal due date.

(2) Completed Bid Schedule (see Section 00010A)

(3) Bid Guarantee per Section 00700, Clause 52.228-1 and Section 00100A, Paragraph 2.4(c) of the MATOC

(4) Completed “Addendum to the Standard Form 1442 with the latest revision”.

(5) Revisions – Offers must acknowledge receipt of this Revision by completing “Notice to Offerors--Blocks 14, 15 and 20” of each revision.

THE FOLLOWING INFORMATION IS APPLICABLE ONLY TO THIS TASK ORDER:

Block 9 -- For additional information contact:

Tonya M. Rogers 904-232-1084 Tonya.M.Rogers@usace.army.mil.

Block 10 -- Magnitude of Construction is between $5,000,000.00 and $10,000,000.00.

GROUP4-10-R-J037 SF1442-A2 Revision 0004

Block 11 -- The Contractor shall begin performance within 45 calendar days and complete it within 180 calendar days after receiving notice to proceed. This performance period is mandatory. NOTE: If there are optional line items, refer to FAR 52.211-10 for breakdown of period of performance.

Block 12 -- The contractor must furnish any required performance and payment bonds within 10 calendar days after award of the task order.

Block 13 -- Sealed offers to perform the work required shall be delivered to the following address not later than August 01 August 03, 2017 at 2:00 P.M. Local Time.

USA Engineer District, Jacksonville Contracting Division 701 San Marco Blvd

Jacksonville, Florida 32207-8175

NOTICE TO OFFERORS: Offerors are to complete Blocks 14, 15, and 20 below:

Block 14 -- Name and Address of Offeror (including Zip Code):

DUNS: ___________________ CAGE: _______________

Block 15 -- Telephone No. (include area code): _____________________

Block 20 -- Name and Title of Person Authorized to Sign Offer (type or print):

Type/Print ________________________________________________

Signature: ________________________________________________ e-Mail: ________________________________________________

Offer Date: _______________________________________________

Block 26 -- This Task Order will be administered by:

Tampa Resident Office 4211 W. Boy Scout Blvd Suite 170

Tampa, FL 33607-5767

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive

ATTN: CEFC-AO-P

Millington, TN 38054-5005

GROUP4-10-R-J037 Revision 0004

SF 30 CONTINUATION SHEET

Tampa Harbor, Maintenance Dredging, 34-Foot and 43-Foot Project St. Petersburg Harbor Maintenance Dredging, 24-Foot Project

Hillsborough and Pinellas Counties, Florida Revision 0004

SUMMARY OF CHANGES

1. SPECIFICATIONS:

A. In some Volume 1 sections, asterisks appear before and after the line or lines where revisions have been made to the text, and pertain only to changes made by this revision. In some cases, replacement clauses are attached to this revision.

B. In Volume 2 sections, the text changes have been updated with additions noted by underlined text and deletions noted by line/cross-outs, and pertain only to changes made by this revision. The entire section is replaced if there is any change.

The Project Table of Contents and Submittal Register are replaced without underlines and cross-outs if there are changes to these documents.

Changes to Specifications:

Volume 1 of 2 – Technical Specifications:

N/A.

Volume 2 of 2 – Technical Specifications:

N/A.

2. DRAWINGS:

DELETE Sheet G-03 and REPLACE with the attached revised Sheet G-03.

DELETE Sheet C-02b and REPLACE with the attached revised Sheet C-02b.

DELETE Sheet C-03b and REPLACE with the attached revised Sheet C-03b.

(End of Summary of Changes)

FULL SECTION

PARTIAL SECTION

REDUCED TO FIT

DISCIPLINE DESIGNATOR

C-12

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

LEGEND - AIDS TO NAVIGATION

R - RESOURCES

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY / ENVIROMENTAL RESOURCE MAPPING

G - GENERAL

VERT

USCG

USACE

TYP

TOS

TOL

TOB

STA

RGE

RFI

N.T.S.

NOAA

NAD83

NAVD88

MLW

MLLW

MHW

IWW

INV

HORZ

FDOT

FDEP

EOB

ELEV

ECL

DWG

CBL

BLVD

APPROX

VERTICAL

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

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

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

DRAWING

COUNTY ROUTE

CENTERLINE

CONSTRUCTION BASELINE

BOULEVARD

APPROXIMATE

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

49.5

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

REDUCED TO FIT

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

REDUCED TO FIT

DRAWING AREA TITLE

DRAWING AREA TITLE WITH ASYMMETRICAL SCALES

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

SHEET GRID - ROW AND COLUMN

NORTH INDICATOR

-S

P M

D -G

Io o .d g n

(EARTH, 45^)

EXISITNG SOIL

SEA GRASS LIMITS

(RIPRAP)

RIPRAP

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

PROJECT DEPTH

NO WAKE

SIGN

RED LIGHTED BUOY / GREEN LIGHTED BUOY

PATCHY SEA GRASS

A A

U G

U S

R E

E D T

O A

C C

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A T

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D E

S C

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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\St. Pete Harbor\MD FY17\080 - Plans\01 General\G-03

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D R

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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

Y 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

S T P

E T

E R

S B

U R

G H

A R

B O

R P

E L L

A S C

O U

N T

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L O

M A

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N A

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D G

-F

O O

T P

R O J E

C T

W .I .H

M .A .R

V .M .B

J .E .B

29.228.8

28.8

28.6

28.4

28.428.0 27.8

27.7

27.5

27.4

27.0

26.6

26.5

26.5 26.5

26.4

26.4 26.426.4

26.4

26.3 26.3

26.3

26.326.3

26.3

26.3 26.326.3 26.3 26.3

26.3

26.2

26.2 26.2

26.2

26.2 26.2

26.2

26.1

26.1 26.1

26.1

26.1 26.1

26.1

26.126.1

26.1

26.1 26.126.1

26.126.0 26.0

26.0

26.0 26.0

26.0

25.9

25.9 25.9

25.9

25.9 25.9

25.9

25.925.925.9

25.9

25.9 25.9

25.8 25.8

25.8

25.8 25.8

25.8

25.8 25.8 25.8

25.8

25.825.8 25.8

25.8

25.7 25.7

25.7

25.7 25.7

25.7

25.7 25.7

25.7

25.6

25.6 25.6 25.6

25.6

25.625.6

25.6

25.6 25.625.6

25.5

25.5 25.5

25.5

25.5 25.5

25.5

25.5 25.5

25.425.4 25.4

25.4

25.4 25.4

25.4

25.4 25.4

25.4

25.3

25.3 25.3

25.3

25.3 25.3

25.3

25.2

25.2 25.2

25.2

25.2 25.2

25.2

25.2 25.2

25.2

25.1

25.1 25.1

25.1

25.1 25.1

25.1

25.1 25.1 25.1

25.0

25.0 25.0

25.0

25.025.0

25.0

25.0 25.0

25.0

25.025.0

25.0

25.0 25.0

25.0

24.9

24.9 24.9

24.9

24.9 24.9

24.9

24.8

24.7

24.724.7

24.7

24.7 24.7

24.7

24.6

24.6 24.624.6

24.6

24.5 24.5

24.524.5

24.5

24.4 24.4 24.4

24.4

24.4 24.4

24.4

24.4 24.4

24.4

24.324.3

24.3

24.3 24.3 24.3

24.3

24.2

24.1

24.1 24.1

24.124.1

24.0

23.9

23.9 23.9

23.9

23.9 23.9

23.9

23.8 23.8

23.8

23.723.7

23.7 23.7

23.7

23.7 23.723.6 23.6

23.6

23.5

23.523.5

23.4 23.4

23.3

23.3 23.3

23.3

23.2

23.1

23.1 23.1

23.0 23.0

22.9

22.9 22.9

22.8 22.8

22.8

22.7

22.6

22.5

22.4

22.3

22.322.3 22.2

22.2

22.222.2

22.2

22.1

22.1 22.1

22.1

22.1 22.1

22.1

22.1 22.1

22.1 22.0

22.0

21.9

21.9 21.9

21.9

21.8

21.7

21.6

21.5

21.4

21.321.3 21.3

21.3

21.2

21.1

21.1 21.1

21.1

21.0

20.9 20.9

20.9

20.9 20.9

20.9

20.8

20.8 20.8

20.8

20.7 20.7

20.7

20.6 20.6

20.6

20.620.6

20.6

20.5

20.5 20.5

20.4

20.3

20.2

20.1

20.1 20.1

20.1

20.0

19.9

19.9 19.9

19.9

19.9 19.9

19.9

19.8

19.7

19.7 19.6

19.6

19.6 19.6

19.6

19.5

19.5 19.519.5

19.5

19.4

19.3

19.2

19.2 19.2

19.2

19.2 19.2

19.1

19.0

19.0 18.9

18.9

18.8

18.7

18.6 18.6

18.6

18.5

18.4

18.3

18.2

18.1

18.1 18.1

18.1

18.0

17.9

17.8

17.7

17.6

17.6 17.6

17.6

17.5

17.4

17.4 17.4

17.4

17.3

17.2

17.1

17.117.1

17.1

17.0

16.9 16.9

16.9 16.8

16.8

16.7

16.6

16.5

16.5 16.5

16.4 16.4

16.3

16.3 16.3

16.3

16.2

16.2 16.2

16.1 16.1

16.1

16.0

15.9

15.8

15.7

15.6

15.6 15.6

15.5

15.4

15.4 15.4

15.3

15.3 15.3

15.3

15.2

15.1 15.1

15.1

15.0

15.0 15.0

15.0

14.9 14.9

14.9

14.9 14.9

14.9

14.8

14.7

14.6

14.5

14.5 14.5

14.5

14.4

14.3

14.2

14.114.1

14.1

14.0

13.9

13.9 13.9

13.9

13.8

13.8 13.8

13.8

13.7 13.7

13.7

13.6

13.6 13.6

13.6

13.5

13.413.4

13.4

13.4 13.4

13.4

13.4 13.4

13.3

13.2 13.2

13.2

13.1

13.013.0

13.0

12.9

12.8

12.8 12.8

12.8

12.7

12.712.7

12.7 12.7

12.7 12.712.6

12.6

12.612.5

12.5

12.4 12.4

12.4

12.4 12.4

12.4

12.412.3

12.3 12.3

12.3

12.3 12.312.2

12.2

12.212.2

12.1 12.1

12.1

12.0

12.0 12.0

12.0

11.9

11.9 11.9

11.8 11.8

11.7

11.7 11.7

11.7

11.711.6

11.6 11.6 11.6

11.5

11.4

11.3

11.2

11.211.1

11.1

11.1 11.1

11.111.1

11.0

11.010.9 10.9

10.8

10.810.4

10.3 10.0

9.79.3

9.2

8.6

8.5

7.7

7.3 7.3

7.3

7.1

7.0

6.7 6.5

6.4

6.3

A1 100' 200'0

DREDGING PLAN

SCALE: 1" = 100'

D R

E D

G P

L A

C-02b

RGE. 0

RGE. 125

RGE. 250

ENTRANCE CHANNEL

NOTES:

T A E

S T

A E

S T

A E

RGE. 0

RGE. 125

RGE. 250

M A

T C

H L

E S

H E

E T C

-0 S

T A

N T

R A

N C

E C

H A

N N

E L

S T

A E

C T

O S

T A E

RGE. 50

PLUS 1-FOOT ALLOWABLE OVERDEPTH

23-FOOT REQUIRED DEPTH (OPTION D)

BULKHEAD

S T

A E

-S

P H

M D

-C

N b .d g n

RGE. 50

M A

T C

H L

E S

H E

E T C

-0 S

T A

N T

R A

N C

E C

H A

N N

E L

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

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

PATCHY SEA GRASS

R E

E D T

O A

C C

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P A

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A A

U G

U S

S O

A T

N N

D E

N E

D B

D E

S C

M A

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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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P S O

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C-04b

"LT-7"

PLANE COORDINATES

AIDS TO NAVIGATION

LT-7 (03/17) 455,326 1,245,455

455,312 1,245,792RLB-8 (03/17)

"RLB-8"

NOT TO SCALE

KEY PLAN

B A Y

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

C -0

CB-SPH93-3

CB-SPH93-2

28.9

28.7

28.4

28.3

28.2

28.1

28.0 27.9

27.8

27.7 27.7

27.7 27.5

27.5

27.4

27.3

27.2

27.0

26.9

26.8

26.7

26.7 26.7

26.6

26.5

26.5 26.526.5

26.5

26.4

26.4 26.4

26.4

26.3

26.3 26.3 26.3

26.3

26.2

26.2 26.2

26.2

26.1

26.1 26.1

26.1

26.1 26.1

26.1

26.0 26.0

26.0

26.0 26.0

26.0

25.9

25.9 25.9

25.9

25.9 25.9

25.9

25.8

25.8 25.8

25.8

25.7

25.7 25.7

25.7

25.6

25.5

25.5 25.5

25.5

25.4

25.4 25.4

25.4

25.3

25.2

25.2 25.2

25.2

25.1

25.1 25.1

25.1

25.1 25.1

25.1

25.1 25.1

25.0

25.0 25.0

25.0

24.9

24.924.9

24.9

24.9 24.9

24.9

24.8

24.824.8

24.8

24.7

24.7 24.7

24.7

24.7 24.7

24.7

24.6

24.6 24.6

24.6

24.6 24.6

24.5

24.4

24.4 24.4

24.4

24.4 24.4

24.4

24.4 24.4

24.4

24.3

24.3 24.3

24.3

24.324.3

24.3

24.3 24.3

24.3

24.2

24.2 24.2

24.2

24.1

24.1 24.1

24.1

24.1 24.1

24.1

24.0

24.0 24.0

24.0

24.024.0

24.0 24.0

24.0

23.9

23.8

23.8 23.8

23.8

23.7

23.7 23.7

23.7

23.6

23.523.5

23.5

23.4

23.423.4

23.4

23.3

23.3 23.3

23.3

23.2

23.2 23.2

23.2

23.2 23.2

23.2

23.1

23.1 23.1

23.1

23.123.1

23.1

23.0

23.0 23.0

23.0

23.0 23.0

23.0

22.9

22.9 22.9

22.9

22.822.8

22.8

22.8 22.8

22.8

22.822.8

22.8

22.7

22.722.7

22.7

22.6

22.6 22.6

22.6

22.6 22.6

22.6

22.5

22.5 22.5

22.5

22.4

22.4 22.4

22.422.4

22.4

22.3

22.322.3

22.3

22.2

22.222.2

22.2

22.222.2

22.2

22.1

22.1 22.1

22.1

22.1 22.1

22.1

22.0

21.9

21.9 21.9

21.9

21.8

21.821.8

21.8

21.7

21.7 21.7

21.7

21.6

21.6 21.6

21.6

21.5

21.4

21.3

21.3 21.3

21.3

21.2

21.2 21.2

21.221.2

21.2

21.2 21.2

21.2

21.1

21.0

20.9

20.8

20.7

20.6

20.6 20.6 20.5

20.5

20.4

20.3

20.3 20.3

20.3

20.2

20.1

20.0

19.9

19.8

19.8 19.8

19.8

19.7

19.6

19.6 19.6

19.6

19.5

19.5 19.5

19.4

19.3

19.2

19.1

19.1 19.0

19.0

18.9

18.8

18.7

18.7 18.7

18.7

18.718.7

18.7

18.7 18.7

18.7

18.6

18.6 18.6

18.6

18.6 18.6

18.5

18.4

18.418.4

18.4

18.3

18.3 18.3

18.3

18.2 18.2

18.2

18.2 18.2

18.2

18.1

18.0

17.9

17.8

17.7

17.6

17.6 17.6

17.6

17.5

17.4

17.4 17.4

17.4

17.3

17.2

17.2 17.2

17.2

17.1

17.0

16.9

16.8

16.7

16.6

16.5

16.4

16.3 16.3

16.3

16.2

16.1

16.0

15.9

15.9 15.9

15.8

15.8 15.7

15.7

15.6

15.6 15.6

15.6

15.5

15.4

15.3

15.2

15.1

15.0

15.0 15.0

15.0

14.9

14.8

14.7

14.6

14.5

14.514.5

14.5

14.4

14.3

14.314.3

14.3

14.3 14.3

14.3

14.2

14.214.2

14.1

14.0

14.0 14.0

14.0

14.0 14.0

13.9

13.8

13.7

13.6

13.5

13.4

13.3

13.2

13.2 13.2

13.2

13.1

13.0

12.9

12.9 12.9

12.9

12.8

12.8 12.8

12.7

12.7 12.7

12.6 12.6

12.6

12.6 12.6

12.6

12.5

12.4

12.3

12.2

12.212.1

12.1

12.0

11.9

11.911.9

11.9

11.8

11.8 11.8

11.8

11.7

11.6 11.6

11.6

11.6 11.5

11.5

11.4

11.3 11.3

11.3

11.2

11.1

11.1 11.1

11.1

11.0

11.0 11.0

11.0

10.9

10.9 10.9

10.8

10.7

10.6

10.5

10.5 10.5

10.5

10.4

10.3

10.2

10.2 10.2 10.1

10.1

10.0

9.9

9.8

9.7

9.6

9.5

9.4

9.3

9.2

9.2 9.1

9.1

9.0

8.9 8.9

8.8

8.7 8.4

8.4

8.3

7.8

7.6

7.27.1 6.9

6.7

6.36.0 5.9

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\St. Pete Harbor\MD FY17\080 - Plans\05 Civil\C-03b

/1 /2

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

S T P

E T

E R

S B

U R

G H

A R

B O

R P

E L L

A S C

O U

N T

Y F

L O

M A

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J E

M .A .R

V .M .B

J .E .B

GS-St.PHbr17-03

GS-St.PHbr17-05

GS-St.PHbr17-04

GS-St.PHbr17-07

GS-St.PHbr17-06

CB-SPH93-10

CB-SPH93-9

CB-SPH93-8

CB-SPH93-6

CB-SPH93-5

CB-SPH93-4

CB-SPH93-7

C-04b

"GDB-13"

"LT-11"

PLANE COORDINATES

AIDS TO NAVIGATION

GDB-13 (03/17) 452,852 1,245,489

452,192 1,245,913LT (03/17)

LT-11 (03/17) 453,714 1,245,434

SIGN (03/17) 453,592 1,245,872

LT-10 (03/17) 453,824 1,245,761

NO WAKE

"SIGN""LT"

"LT-10"

NOT TO SCALE

KEY PLAN

B A Y

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

C -0

A1 100' 200'0

DREDGING PLAN

SCALE: 1" = 100'

D R

E D

G P

L A

C-03b

NOTES:

S T

A E

S T

A E

S T

A E

S T

A C

U T -B

S T

A B

A Y

B O

R O

S T

A B

A Y

B O

R O

S T

A B

A Y

B O

R O

BAYBORO HARBOR BASIN CUT-B

ENTRANCE CHANNEL TURNING BASIN

ENTRANCE CHANNEL

RGE. 0

RGE. 125

RGE. 250

S T

A .1

S T

A E

C T

O S

T A B

A Y

B O

R O

DREDGING PLAN

SCALE: 1" = 100'

S T

A .0

U T -B

BULKHEAD

PLUS 1-FOOT ALLOWABLE OVERDEPTH

23-FOOT REQUIRED DEPTH (OPTION D)

RGE. -915

-S

P H

M D

-C

N b .d g n

S T

A E

PLUS 1-FOOT ALLOWABLE OVERDEPTH

23-FOOT REQUIRED DEPTH (OPTION C)

S T

A E

S T

A E

M A

T C

H L

E S

H E

E T C

-0 S

T A

N T

R A

N C

E C

H A

N N

E L

PLUS 1 FOOT ALLOWABLE OVERDEPTH

TURNING BASIN 24-FOOT REQUIRED DEPTH (OPTION B)

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

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

O P

N B

O P

N C

O P

N D

PATCHY SEA GRASS

U G

U S

R E

E D T

O A

C C

O M

P A

N Y R

E V

SF-30-Rev0004.pdf

SUMMARY OF CHANGES

Changes to Specifications:

Volume 1 of 2 – Technical Specifications:

Volume 2 of 2 – Technical Specifications:

2. DRAWINGS:

Plans_Tampa&St.Pete_Revision#0004.pdf

G-03

C-02b

C-03b

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