GROUP4-10-R-J032_Revision_0004.pdf

GROUP4-10-R-J032 SF 1442-A1 Revision 0004

ADDENDUM TO THE STANDARD FORM 1442

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33--foot Project, Entrance Channel, Southern and Northern Turning Basins, and Settling

Basins, Palm Beach County, 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:

Susan Forchette 904-232-2158 Susan.j.forchette@usace.army.mil.

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

mailto:Susan.j.forchette@usace.army.mil

GROUP4-10-R-J032 SF 1442-A2 Revision 0004

Block 11 -- The Contractor shall begin performance within 45 calendar days and complete it within 85 115 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 16 Aug 2017 at 2:00 P.M. Local Time.18 Aug 2017 at 2:00 PM Local Time.

USA Engineering 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:

West Palm Beach Resident Office 4400 PGA Blvd Suite 203 Palm Beach Gardens, FL 33410

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive

ATTN: CEFC-AO-P

Millington, TN 38054-5005

GROUP4-10-R-J032 SF 1442-A3 Revision 0004

Revision 0004 Summary Sheet

GROUP4-10-R-J032

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-foot Project, Entrance Channel, Southern and Northern Turning Basins, and

Settling Basins, Palm Beach County, Florida

SUMMARY OF CHANGES

1. Contract Documents Volume 1 of 2:

1. DELETE Line Item and Pricing Schedule and REPLACE with the attached revised Line Item and Pricing Schedule.

2. Technical Specifications Volume 2 of 2:

No Change

3. Plans:

DELETE Sheet G-02 and REPLACE with the attached revised Sheet G-02.

DELETE Sheet C-04 and REPLACE with the attached revised Sheet C-04.

DELETE Sheet C-06 and REPLACE with the attached revised Sheet C-06.

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

PALM BEACH HARBOR MAINTENANCE AND ADVANCED MAINTENANCE DREDGING, 33-FOOT PROJECT, ENTRANCE CHANNEL, SOUTHERN AND NORTHERN TURNING BASINS, AND SETTLING BASINS

PALM BEACH COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

BASE

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB $____________

0002 EXCAVATION, UNCLASSIFIED 79,000 CUBIC YARD $____________ $____________

ENTRANCE CHANNEL STATIONS 30+00 TO

61+01.45, SOUTHERN TURNING BASIN

STATIONS 0+00 TO 22+50, NORTHERN TURNING

BASIN STATIONS 9+83.06 TO 22+50,

ESTIMATED QUANTITY (SEE NOTE 2)

0003 TURBIDITY MONITORING 1 JOB $____________

0004 ENDANGERED SPECIES OBSERVERS 1 JOB $____________

0005 STANDBY TIME (SEE NOTE 6) 24 HOUR $____________

0006 MOBILIZATION AND DEMOBILIZATION FOR 1 JOB $____________

SEA TURTLE NON-CAPTURE TRAWL SWEEPING

(HOPPER DREDGE ONLY, SEE NOTE 3)

0007 SEA TURTLE NON-CAPTURE TRAWL SWEEPING 13 DAY $____________ $____________

(HOPPER DREDGE ONLY, ESTIMATED QUANTITY)

(SEE NOTE 3)

0008 BEACH TILLING, ESTIMATED QUANTITY 3 ACRE $____________ $____________

(SEE NOTE 4)

0009 REMEDIATION OF NONCOMPLIANT MATERIAL 1 ACRE $____________ $____________

ESTIMATED QUANTITY (SEE NOTE 5)

0010 SCREENING AND DISPOSAL OF ROCK 50 CUBIC YARD $____________ $____________

ESTIMATED QUANTITY (SEE NOTE 5)

0011 CONSTRUCTION VIBRATION MONITORING AT 1 JOB $____________

BEACH DISPOSAL AREA

TOTAL BASE (ITEMS 0001 THROUGH 0011) $____________

OPTION A

0012 EXCAVATION, UNCLASSIFIED 151,000 CUBIC YARD $____________ $____________

SETTLING BASIN, EXTENDED SETTLING BASIN,

AND EXPANDED SETTLING BASIN. ESTIMATED

QUANTITY (SEE NOTE 2)

0013 TURBIDITY MONITORING 1 JOB $____________

0014 ENDANGERED SPECIES OBSERVERS 1 JOB $____________

0015 STANDBY TIME (SEE NOTE 6) 12 HOUR $____________ $____________

0016 SEA TURTLE NON-CAPTURE TRAWL SWEEPING 27 DAY $____________ $____________

(HOPPER DREDGE ONLY, ESTIMATED

QUANTITY, SEE NOTE 3)

0017 BEACH TILLING, ESTIMATED QUANTITY 6 ACRE $____________ $____________

(SEE NOTE 4)

0018 REMEDIATION OF NONCOMPLIANT MATERIAL 2 ACRE $____________ $____________

ESTIMATED QUANTITY (SEE NOTE 5)

0019 SCREENING AND DISPOSAL OF ROCK 50 CUBIC YARD $____________ $____________

GROUP4-10-R-J032 00010A-1 Revision 0004

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

PALM BEACH HARBOR MAINTENANCE AND ADVANCED MAINTENANCE DREDGING, 33-FOOT PROJECT, ENTRANCE CHANNEL, SOUTHERN AND NORTHERN TURNING BASINS, AND SETTLING BASINS

PALM BEACH COUNTY, FLORIDA

0 TO 50 CUBIC YARDS

ESTIMATED QUANTITY (SEE NOTE 5)

0020 SCREENING AND DISPOSAL OF ROCK 50 CUBIC YARD $____________ $____________

51 TO 100 CUBIC YARDS

ESTIMATED QUANTITY (SEE NOTE 5)

0021 CONSTRUCTION VIBRATION MONITORING AT 1 JOB $____________

BEACH DISPOSAL AREA

TOTAL OPTION A (ITEMS 0012 THROUGH 0021) $____________

(SEE NOTE 7)

TOTAL BASE PLUS OPTION A (ITEMS 0001 THRU 0021) $____________

NOTES:

(1) BIDDERS MUST PRICE ALL LINE ITEMS. SEE PROVISION 52.214-18 OF SECTION 00100, "PREPARATION OF

BIDS - CONSTRUCTION".

(2) QUANTITY INCLUDES REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SHOALING ESTIMATED TO OCCUR

BETWEEN THE DATES OF THE SURVEYS AND THE ACTUAL DREDGING.

(3) SEA TURTLE NON-CAPTURE TRAWL SWEEPING IS REQUIRED WHEN DIRECTED BY THE CONTRACTING

OFFICER. SEE PARAGRAPH 3.1.5.8 OF SECTION 01 57 20.

(4) ACTUAL QUANTITY OF BEACH TILLING MAY VARY FROM ESTIMATED QUANTITY. SEE PARAGRAPH 3.1.5.10c

OF SECTION 01 57 20.

(5) ACTUAL QUANTITIES MAY VARY.

(6) STANDBY TIME IS DEFINED AS WHEN THE DREDGE PLANT IS NOT IN OPERATION BY REQUEST OF THE CONTRACTING OFFICER OR CONTRACTING OFFICER'S REPRESENTATIVE. STANDBY TIME SHALL BE UTILIZED ONLY DUE TO ENDANGERED (OR THREATENED) SPECIES TAKES (EST) OR CONSULTATION EFFORTS, BUT NOT DUE TO ADVERSE WEATHER CONDITIONS OR MECHANICAL/OPERATIONAL ISSUES WITH THE CONTRACTOR'S PLANT. THIS LINE ITEM IS NOT SUBJECT TO VARIATION IN ESTIMATED QUANTITY CLAUSE, AND PAYMENT WILL ONLY BE MADE FOR THE ACTUAL STANDBY TIME REQUIRED BY THE CONTRACTING OFFICER SUBSEQUENT TO THE INITIAL 24-HOUR PERIOD FOLLOWING AN EST (FOR WHICH CONSIDERATION WILL NOT BE PROVIDED). ADDITIONALLY, IF IT IS SUBSEQUENTLY

DETERMINED BY THE GOVERNMENT THAT THE TAKE(S) RESULTED FROM IMPROPER OPERATIONAL

PROCEDURES, CONSIDERATION MAY BE WITHHELD BY THE GOVERNMENT.

(7) THE GOVERNMENT RESERVES THE RIGHT TO EXERCISE OPTIONAL ITEMS ANYTIME PRIOR TO DEMOBILIZATION OF EQUIPMENT. SEE CLAUSE 52.217-7 (SECTION 00700). THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER, IN WRITING, A MINIMUM OF 7 DAYS PRIOR TO THE ANTICIPATED DATE OF THE DEMOBILIZATION OF A

DREDGE PLANT

(8) ALL SPECIFICATION REFERENCES TO LUMP SUM SHALL APPLY TO LINE ITEMS INDICATING "JOB" AS THE UNIT.

GROUP4-10-R-J032 00010A-2 Revision 0004

SINGER ISLAND

GENERAL NOTES:

PALM BEACH

PORT OF

PALM BEACH

TOWN OF

TURNING BASIN

NORTHERN

FOR COORDINATES

REFER TO DRAWING C-04

OPEN WATER STAGING AREA

SEAGRASSESSEAGRASSES

SETTLING BASINS

AND D.A. PERMIT 10374)

(REFER TO DEP PERMIT 0216012-007-JC

TOP OF PIPE: -52 FEET MLLW OR DEEPER

(2) TWO 12" SAND TRANSFER PLANT PIPELINE CROSSINGS

N

G-02

-P

B H

-G

I0 in d .d g n

A T L A N T I C O C E A N

S T

A T .B

VI

GENERAL

CIVIL

DWG NO. TITLE

INDEX TO DRAWINGS

ABBREVIATIONS

LEGEND:

L A K E W O R T H

L A K E W O R T H

G E

N E

R A

L

1000'500'0500'

VICINITY MAP

ENTRANCE CHANNEL

TURNI

NG

BASI

N

SOUTHERN

INFO

PROJECT CHANNEL

AIDS TO NAVIGATION

CHANNEL LIMITS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

APPROXIMATE

CENTERLINE

ELEVATION (FEET)

MLLW

NAVD88

STA.

RGE.

NORTH AMERICAN VERTICAL DATUM OF 1988

RANGE

NAD83 NORTH AMERICAN DATUM OF 1983

EL. / ELEV.

S. SOUTH

NO. NUMBER

N. NORTH

DRAWING

DISPOSAL AREA

W. WEST

VERTICAL

N.T.S. NOT TO SCALE

P.I. POINT OF INTERSECTION

APPROX.

E.C. ENTRANCE CHANNEL

MEAN HIGH WATERMHW

MLW MEAN LOW WATER

EAST

MEAN LOWER LOW WATER

STATION

C/L

D/A

DWG.

E.

HORIZONTAL

NGS NATIONAL GEODETIC SERVICE

PERMANENT IDENTIFIERPID

FT FOOT

TURNING BASINT.B.

HORZ.

VERT

G-01

G-02

CHANNEL CONTROL DATA

COVER SHEET

DREDGING PLAN - E.C. STA. 56+00 THRU CUT-2 STA. 86+00

DREDGING PLAN - E.C. STA. 25+00 THRU E.C. STA. 56+00

DREDGING PLAN - CUT-2 STA. 86+00 THRU T.B. STA. 22+50

C-02

G-03

C-03

C-04

C-05

FDEP RANGE MONUMENT

ELEVATION AND LOCATION

49.5

LOCATION

S T

A E .C

CHANNEL C/L PI POINTS

C-06

SEAGRASSES

PROJECT OVERVIEW

DREDGING CROSS SECTIONS

LIMITS TCEJROP

P R

O J

E C

T O

V E

R V

IE

W

GRAPHIC SCALE

A E

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

C-01 DREDGING PLAN - E.C. STA. 0+00 THRU E.C. STA. 25+00

C-07

DREDGING CROSS SECTIONS

CORE BORING

SOIL SAMPLE

VIBRACORE

SOIL SAMPLE

VB-LWI2012-08

CB-PBH91-5

R-81 R-81

ELEMENT

PROJECT

AREA

DREDGE

TOTALSVOLUME

DEPTH

REQUIRED

VOLUME

OVERDEPTH

ALLOWABLE

BASE

OPTION A

ENTRANCE CHANNEL

SOUTHERN TURNING BASIN

NORTHERN TURNING BASIN

31,000

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

REQUIRED DEPTH AND OVERDEPTH VOLUMES INCLUDE SHOALING ANTICIPATED TO OCCUR

NOTE:

DISPOSAL AREA - BEACH

21,000

3,000

18,000

58,000

4,000

25,000

29,000

79,000

7,000

25,000

47,000

BASE TOTALS

DREDGING AREA (BASE)

DREDGING AREA (OPTION A)

EXPANDED SETTLING BASIN

EXTENDED SETTLING BASIN

SETTLING BASIN

151,000120,000

4. SEE DWG. NO. C-01 FOR CHANNEL SURVEY NOTES.

3. SEE DWG. NO. G-03 FOR CHANNEL CONTROL DATA.

CONSTRUCTION OF THIS PROJECT.

HE/SHE DETERMINES ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF

SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT

NOT ALL EXISTING STRUCTURES ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR

ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE INDICATED.

2. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR INFORMATION

THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN

CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION

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

1 DREDGING AREA DESIGNATOR

R-80.35

PIPELINE CROSSING

SAND TRANSFER PLANT

L A K E W O R T H I N L E T

R E

V

IS

E D T

O A

C C

O M

P A

N Y R

E V

IS

IO

N

A

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WEST

ATLANTIC

OCEAN

N.T.S.

LOCATION MAP

CANAVERAL

ST AUGUSTINE

N

GAINESVILLE

WEST PALM BEACH

FLORIDA

GULF OF MEXICO

OF WORK

LOCATION

R-80

R-79

R-78

R-77

R-76

F

E

D

C

B

A

F

E

D

C

B

A

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

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IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

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D E

S

IG

N E

D B

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D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

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C A

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A T

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C O

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N D N

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T H

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N

T U

R N

IN

G B

A S

IN

S

A N

D S

E T

T L

IN

G B

A S

IN

S

M A

Y

M A

IN

T E

N A

N C

E A

N D A

D V

A N

C E

D M

A

IN

T E

N A

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E D

R E

D G

IN

G

-F

O O

T P

R O J

E C

T

CUT-1

Y=890,000

Y=889,000

Y=888,000

Y=887,000

Y=885,000

Y=886,000

Y=884,000

Y=883,000

Y=882,000

X ,0

X ,0

X ,0

X ,0

X ,0

X ,0

X ,0

X ,0

X ,0

X ,0

X ,0

X ,0

CUT-

PEANUT ISLAND

A P

P R

O X ,8

F

E E

T

B E

A C

H D

IS

P

O S

A L A

R E

A

.9

.6

.0

.8

.7

.5

V B -L

W I2

-1

C B -W

P -1

C B -W

P -6

C B -W

P -7

C B -P

B H -1

C B -2

V B -L

W I2

-1

C B -W

P -1

C B -L

W I1

-3

V B -L

W I2

-1

C B -3

C B -P

B H -6

C B -W

P -1

C B -W

P -1

C B -L

W I1

-4

V B -L

W I2

-1

C B -W

P -2

.4

.4

.3

.2

.1

.0

.B

T .B .6

.5

9.

.1

BASIN

SOUTHERN TURNING

.5

4.

4.

H

P

E D

D E

RI

U

Q E

R T O

OF-33

3.

W

S T

E R

L Y L

IM

IT

O

F P

R O J

E C

T S

T A

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H

P E

D R

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A W

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L A T

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OF-2 S

ULP

.0

.7

9.

9.

9.

.6

.4

.4

.1

.7

.7

"RLM-12" 8.

8.

PLANE COORDINATES

YX

CORNER

IN-WATER STAGING AREA COORDINATES

.5

7.

7.

5.

APPROX. SHORELINE

APPROX. BULKHEAD

IN-WATER STAGING AREA

C-04

N

-P

B H

-C

N P

L N .d g n

C

IV

IL

D R

E D

G

IN

G P

L A

N

X

,0

X

,5

X

,0

X

,5

X

,0

X

,5

X

,0

Y= 887,500

Y= 887,000

Y= 886,500

Y= 886,000

Y= 885,500

Y= 885,000

NOTE:

200'100'0100'

X

,5

LAKE WORTH

P.I. STA. 0+00 T.B.

P.I. STA. 10+99.69 CUT-2

RG

E.

V

ARI

ES

RGE.

RGE.

RGE.

RGE. VARIES

RGE. VARIES

R G

E

V A

R

IE

S

RGE. VARIES

RGE. VARIES

R G

E V

A R

IE

S

RGE.

PEANUT ISLAND

P.I. STA. 22+50 T.B.

T .B . 1

2. SEE DRAWING C-01 FOR SURVEY NOTES.

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW, GENERAL NOTES AND MAPS.

T .B . 2

.1

RGE. 481.52

STA. 0+00

GRAPHIC SCALE

S T

A . 1

C U

T -2 S

T A

T

H R

U T .B

S T

A

M A

T C

H L

IN

D W

G

N O

C -0

S

T A

U

T -2

PALM BEACH

PORT OF

25-FOOT REQUIRED DEPTH

PLUS 1-FOOT ALLOWABLE OVERDEPTH

NW

NE

SW

SE

966,615.85 885,072.97

967,296.82 885,094.64

966,655.97 884,825.88

967,272.96 884907.16

A

E

R E

V

IS

E D T

O A

C C

O M

P A

N Y R

E V

IS

IO

N

A

6E

6F

6G

6H

6I

6A

6B

6D

6C

6J

S T

A T .B

BASIN

TURNING

NORTHERN

V

VI

BASIN

TURNING

SOUTHERN

PLANE COORDINATES

YX

AIDS TO NAVIGATION

C B -W

P -1

C B -W

P -6

C B -W

P -7

C B -P

B H -1

C B -2

V B -L

W I2

-1

C B -W

P -1

C B -L

W I1

-3

V B -L

W I2

-1

C B -3

V B -L

W I2

-1

C B -P

B H -6

C B -W

P -1

C B -W

P -1

C B -L

W I1

-4

V B -L

W I2

-1

C B -W

P -2

D

C-06

D

C-06

F

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R N A

N D N

O R

T H

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N

T U

R N

IN

G B

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IN

S

A N

D S

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T L

IN

G B

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IN

S

M A

Y

M A

IN

T E

N A

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E A

N D A

D V

A N

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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

NW

NE

SW

SE

LT-1 (02/17) 966,426 885,080

LT-12 (02/17) 966,886 886,602

LT-13 (02/17) 967,272 885,083

967,906 886,317LT-11 (02/17)

"GLM-13"

R G

E . V

A R

IE

S

"GLM-1"

"GLM-11"

RGE.

RGE.

.28

-P

B H

-C

N T

C S .d g n

C

IV

IL

D R

E D

G

IN

G

C R

O S

S S

E C

T

IO

N S

A

E

R E

V

IS

E D T

O A

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P A

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IS

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N

C-06

F

E

D

C

B

A

F

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D

C

B

A

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

L

IC

IT

A T

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N N

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O of Engineers

US Army Corps

Jacksonville District

DRAWING NO.

D E

S C

R

IP

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N N o

S Y

M Z

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J A

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IL

L E F

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ID

A

J A

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S O

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L E D

IS

T R

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S O

F E

N G

IN

E E

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DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

Y M .L .C

J .E .B

/1

/2

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IN

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S

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IN

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M A

Y

M A

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T E

N A

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IN

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-F

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A

GRAPHIC SCALES

"A" 100'50'050'

"B"

20'10'010'

NOTES:

"SIDE SLOPES" FOR SIDE SLOPE DREDGING.

SEE SPECIFICATIONS SECTION 35 20 23 PARAGRAPH TITLED

CONTRACTUAL PAYMENT PROPOSES ONLY.

3. SIDE SLOPES SHOWN ON CROSS SECTIONS ARE FOR

THE CONTRACTING OFFICER.

PILING, OR ANY OTHER STRUCTURE EXCEPT AS DIRECTED BY

2. NO DREDGING WILL BE PERMITTED WITHIN 25' OF ANY PIER,

AND VICINITY MAP.

ABBREVIATIONS, LOCATION MAP, ESTIMATED QUANTITIES, LEGEND,

1. REFER TO DWG. NO. G-02 FOR INDEX TO DRAWINGS, GENERAL NOTES,

D

C-04

VERT = SCALE "B"

HORIZ = SCALE "A"

D

C-04

VERT = SCALE "B"

HORIZ = SCALE "A"

TYPICAL SECTION TURNING BASINS

TYPICAL SECTION TURNING BASINS

EXISTING BOTTOM

EXISTING BOTTOM

E L E

V A

T

IO

N I

N F

E E

T

(M

L L

W

9501050 250450550650750850 350RANGE 11501250135014501550

AREA TO BE DREDGED

V A

R

IE

S

R A

N G

E

R A

N G

E

M A

T C

H L

IN

E R

A N

G E

S

E E B

E L

O W

-150-50 -850-650-550-450-350-250150

M A

T C

H L

IN

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A N

G E

S

E E A

B O

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50 -750

E L E

V A

T

IO

N I

N F

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T

(M

L L

W

-950 -1050 -1150 -1350

-1250RANGE

V A

R

IE

S

R A

N G

NORTHERN TURNING BASIN

1' ALLOWABLE OVERDEPTH

25' REQUIRED DEPTH

33' REQUIRED DEPTH

2' ALLOWABLE OVERDEPTH

2' ALLOWABLE OVERDEPTH

33' REQUIRED DEPTH

SOUTHERN TURNING BASIN

SOUTHERN TURNING BASIN

AREA TO BE DREDGED

V A

R

IE

S

R A

N G