ATTACHMENT J.1.2. - APPENDIX A.pdf

PDF 1 MB Posted May 16, 2022

Attached to: DREDGE CGC OBION MOORINGS & FLOATING DOCK REPLACEMENT AT CGC OBION IN OWENSBORO, KY
Solicitation number: PNUM-5644376
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation package requests bids for a dredging and dock replacement project at the U.S. Coast Guard Station in Owensboro, Kentucky. The work includes demolishing and disposing of an existing seven-section concrete floating dock and gangway, dredging and debris removal from the boat basin, and replacing the floating dock sections, hardware, and pile guides. Bids are due in May 2022 and the project must be completed by December 2022. The estimated value is between $500,000 and $1,000,000. Responses are being accepted through April 2022 to determine if the solicitation can be set aside for small businesses, including those designated as women-owned, HUBZone, or veteran-owned. Interested and qualified parties must provide evidence of relevant experience, bonding capacity, and business set-aside designation to be considered for the small business set-aside. The North American Industry Classification System code for this work is 237990.

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Other files

File	Type	Posted
Abstract-Obion Moorings PNUM-5644376.pdf	PDF	Jun 16, 2022
A0003 Dredge at OBION MOORINGS.pdf	PDF	Jun 1, 2022
A0002 Dredge at OBION MOORINGS.pdf	PDF	Jun 1, 2022
A0001 Dredge at OBION MOORINGS.pdf	PDF	May 24, 2022
ATTACHMENT J.1 - Specifications REVISION 1.pdf	PDF	May 24, 2022
ATTACHMENT J.1.7. - APPENDIX F.pdf	PDF	May 16, 2022
ATTACHMENT J.4. - BID BOND SF24.pdf	PDF	May 16, 2022
ATTACHMENT J.1.5. - APPENDIX D.pdf	PDF	May 16, 2022
ATTACHMENT J.2. - DRAWINGS.pdf	PDF	May 16, 2022
ATTACHMENT J.1.8. - APPENDIX G.pdf	PDF	May 16, 2022
ATTACHMENT J.1.4. - APPENDIX C.pdf	PDF	May 16, 2022
ATTACHMENT J.1.6. - APPENDIX E.pdf	PDF	May 16, 2022
ATTACHMENT J.1.3. - APPENDIX B.pdf	PDF	May 16, 2022
ATTACHMENT J.1. - SPECIFICATIONS.pdf	PDF	May 16, 2022
ATTACHMENT J.1.9. - APPENDIX H.pdf	PDF	May 16, 2022
ATTACHMENT J.3. - WAGE DETERMINATION.pdf	PDF	May 16, 2022
IFB Solicitation - Dredge at Obion Moorings.pdf	PDF	May 16, 2022

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Appendix A Hydrographic Survey – March 2021

STATUTE MILES

. . . . . PILING

. . . . . CONTROL POINT

. . . . . CONCRETE

LEGEND:

AREA BLOCKED FROM SURVEY BY .

. . . . . USCG VESSEL/ OBSTRUCTIONS

. . . . . EXISTING CONTOUR (5' INTERVAL)

. . . . . EXISTING CONTOUR (1' INTERVAL)

"NAV. SEC. 13"

OWENSBORO

KENTUCKY

SPENCER

COUNTY, INDIANA

US 231

BRIDGE

NOTES:

OHIO RIVER

NAV SEC 13

. . . . . APPROXIMATE DREDGE LIMITS

. . . . . SURVEY LIMITS

1. THE INFORMATION DEPICTED ON THIS SURVEY MAP

REPRESENTS THE RESULTS OF A HYDROGRAPHIC SURVEY

PERFORMED BY AECOM TECHNICAL SERVICES, INC.,

PERFORMED ON MARCH 18TH, 2021. THE CONDITIONS

SHOWN ON THIS SURVEY ARE SUBJECT TO RAPID CHANGE

DUE TO CHANGING EVENTS, AND CAN ONLY BE

CONSIDERED A REPRESENTATION OF SITE CONDITIONS AT

THAT TIME.

2. SITE SURVEYED WITH SONARMITE SINGLE-BEAM

ECHOSUNDER SYSTEM BY OHMEX LTD AND USING RTK

GNSS HORIZONTAL POSITIONING EQUIPMENT.

3. COORDINATES REFERENCE STATE PLANE KENTUCKY

SOUTH, NAD83 (US FEET).

4. ELEVATIONS ARE IN FEET AND REFER TO THE OHIO RIVER

DATUM 1913 (ORD).

5. ALL AREAS IDENTIFIED AS OBSTRUCTED, ELEVATIONS

WERE ESTIMATED USING INTERPOLATED DATA FROM

SURROUNDING DATA AND VALIDATED USING 10

NOVEMBER 2020 HYDROGRAPHIC SURVEY INFORMATION

SHOWN ON "OHIO RIVER MILE 754.4 USCG O'BION DOCK

BEFORE DREDGE SURVEY 10 NOV. 2020" PREPARED BY US

ARMY CORPS OF ENGINEERS.

6. OHIO RIVER DATUM = NAVD88 + 0.91-FT.

7. NORMAL POOL ELEVATION = 358 ORD.

8. PROJECT BENCHMARK: NAV SEC 13, A US ARMY CORP OF

ENGINEERS (ACOE) BRASS CONTROL DISK LOCATED

N-SITE, NORTHING 217,365.23(SFT), EASTING 1,257,981.14

(SFT), ORTHO HEIGHT 397.63 (ORD) (FEET).

USCG CONCRETE DOCK

EXISTING GANGWAY

APPROXIMATE DREGE AREA

SURVEY LIMITS

DEBRIS DIVERTOR

(DAMAGED)

48" MOORING DOLPHIN

(TYP.)

48" MOORING DOLPHIN

(TYP.)

LOGS AND

DEBRIS

MAIN PIER

APPROXIMATE

TOP OF BANK

CONCRETE

PARKING LOT

CUTTER

APPROXIMATE

EDGE OF WATER

KEYMAP:

GRAPHIC SCALE

40'20'0'

OWENSBORO STATION

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AutoCAD SHX Text N

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MARK

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EDITED BY:

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SCALE:

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SHEET

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USCG PROJECT NO.

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A/E COMPANY:

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CONSULTING A/E:

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PROJECT ENGINEER:

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A/E PROJECT NO.:

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SHEET ID

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ENV. ANALYSIS WITH HYDROLOGIC SIM. MODEL

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CG STATION OWENSBORO

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OWENSBORO

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SURVEY

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HYDROGRAPHIC SURVEY

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STATION OWENSBORO

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AutoCAD SHX Text 14767343

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C14767343V001.DWG

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CIVIL ENGINEERING UNIT MIAMI

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15608 SW 117 AVE

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MIAMI, FL 33177

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EVA I. PORRAS

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AECOM

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ARLINGTON, VA

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(703) 247-2957

AutoCAD SHX Text 60653495

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AS SHOWN

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1ST SUBMITTAL

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APRIL 2021

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U. S. COAST GUARD

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CIVIL ENGINEERING

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SOLICITATION NO.:

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0 20 40 60 80 100 110

0 20 40 60 80 100 111

0 20 40 60 80 100 112

0 20 40 60 80 100 118

0 20 40 60 80 100 114

0 20 40 60 80 100 120 140 160 180 200 220 230

0 20 40 60 80 100 120 140 160 180 200 211

EXISTING TOP OF THE SEDIMENT

PROPOSED BASE DREDGE ELEVATION

MAXIMUM DREDGE

LEGEND:

SECTION

V-001

SECTION

V-001

SECTION

V-001

SECTION

V-001

SECTION

0 10 20VERT.:

0 20 40

V-001

SECTION

V-001

SECTION

V-001

HORIZ.:

SCALE IN FEET

VOLUME COMPUTATION:

EXISTING CONDITIONS TO 348' ORD 3,435 CY

348' ORD TO 346' ORD (OVER-DREDGE) 1,260 CY

NOTE

1. VOLUMES CALCULATED USING CIVIL 3D TIN VOLUME

SURFACE ANALYSIS.

2. REFER TO SHEET V-02 FOR HYDROGRAPHIC SURVEY

CONTOURS WITH INTERPOLATED ELEVATIONS IN THE

AREA WHERE DATA COLLECTION WAS OBSTRUCTED.

TARGET DREDGE TO 348' ORD

OVERDREDGE DEPTH 346'

START DREDGE TO 348' ORD

NORMAL POOL ELEVATION AT 358' ORD

TARGET DREDGE TO 348' ORD

OVERDREDGE DEPTH 346'

START DREDGE TO 348' ORD

NORMAL POOL ELEVATION AT 358' ORD

TARGET DREDGE TO 348' ORD

OVERDREDGE DEPTH 346' ORD

START DREDGE TO 348' ORD

NORMAL POOL ELEVATION AT 358' ORD

INTERPOLATED ELEVATION DATA

NORMAL POOL ELEVATION AT 358' ORD

OVERDREDGE DEPTH 346' ORD

TARGET DREDGE TO 348' ORD

START DREDGE TO 348' ORD

START DREDGE TO 348' ORDSTART DREDGE TO 348' ORD

START DREDGE TO 348' ORD START DREDGE TO 348' ORD

TARGET DREDGE TO 348' ORD

INTERPOLATED

ELEVATION DATA

INTERPOLATED ELEVATION DATA

NORMAL POOL ELEVATION AT 358' ORD

INTERPOLATED ELEVATION DATA

FLOATING PIER

INTERPOLATED

ELEVATION DATA

FLOATING PIER

INTERPOLATED ELEVATION DATA

DREDGE TO WITHIN 5'

OF MOORING DOLPHIN.

DO NOT DAMAGE

EXISTING MOORING

DOLPHIN

SECTION

V-001

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DESCRIPTION

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MARK

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EDITED BY:

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CHECKED BY:

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DRAWN BY:

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PLOTTING SCALE:

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SCALE:

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USCG DRAWING N0.

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SHEET

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USCG PROJECT NO.

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USCG FILENAME

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A/E COMPANY:

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CONSULTING A/E:

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PROJECT ENGINEER:

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A/E PROJECT NO.:

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SHEET ID

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ENV. ANALYSIS WITH HYDROLOGIC SIM. MODEL

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CG STATION OWENSBORO

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OWENSBORO

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CIVIL

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CROSS SECTIONS

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BOAT BASIN

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AutoCAD SHX Text 14767343

AutoCAD SHX Text 14767343-D

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C1467343C001.DWG

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CIVIL ENGINEERING UNIT MIAMI

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15608 SW 117 AVE

AutoCAD SHX Text

MIAMI, FL 33177

AutoCAD SHX Text

EVA I. PORRAS

AutoCAD SHX Text

AECOM

AutoCAD SHX Text

ARLINGTON, VA

AutoCAD SHX Text

(703) 247-2957

AutoCAD SHX Text 60653495

AutoCAD SHX Text N/A

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text 1st SUBMITTAL

AutoCAD SHX Text

APR 2021

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U. S. COAST GUARD

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CIVIL ENGINEERING

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SOLICITATION NO.:

KEYMAP:

STATUTE MILES

OWENSBORO

KENTUCKY

OWENSBORO STATION

SPENCER

COUNTY, INDIANA

US 231

BRIDGE

NOTES:

1. THE INFORMATION DEPICTED ON THIS SURVEY MAP

REPRESENTS THE RESULTS OF A HYDROGRAPHIC SURVEY

PERFORMED BY AECOM TECHNICAL SERVICES, INC.,

PERFORMED ON MARCH 18TH, 2021. THE CONDITIONS

SHOWN ON THIS SURVEY ARE SUBJECT TO RAPID CHANGE

DUE TO CHANGING EVENTS, AND CAN ONLY BE

CONSIDERED A REPRESENTATION OF SITE CONDITIONS AT

THAT TIME.

2. SITE SURVEYED WITH SONARMITE SINGLE-BEAM

ECHOSUNDER SYSTEM BY OHMEX LTD AND USING RTK

GNSS HORIZONTAL POSITIONING EQUIPMENT.

3. COORDINATES REFERENCE STATE PLANE KENTUCKY

SOUTH, NAD83 (US FEET).

4. ELEVATIONS ARE IN FEET AND REFER TO THE OHIO RIVER

DATUM 1913 (ORD).

5. ALL AREAS IDENTIFIED AS OBSTRUCTED, ELEVATIONS

WERE ESTIMATED USING INTERPOLATED DATA FROM

SURROUNDING DATA AND VALIDATED USING 10

NOVEMBER 2020 HYDROGRAPHIC SURVEY INFORMATION

SHOWN ON "OHIO RIVER MILE 754.4 USCG O'BION DOCK

BEFORE DREDGE SURVEY 10 NOV. 2020" PREPARED BY US

ARMY CORPS OF ENGINEERS.

6. OHIO RIVER DATUM = NAVD88 + 0.91-FT.

7. NORMAL POOL ELEVATION = 358 ORD.

8. PROJECT BENCHMARK: NAV SEC 13, A US ARMY CORP OF

ENGINEERS (ACOE) BRASS CONTROL DISK LOCATED

N-SITE, NORTHING 217,365.23(SFT), EASTING 1,257,981.14

(SFT), ORTHO HEIGHT 397.63 (ORD) (FEET).

"NAV. SEC. 13"

USCG CONCRETE DOCK

EXISTING GANGWAY

APPROXIMATE DREGE AREA

SURVEY LIMITS

DEBRIS DIVERTOR

(DAMAGED)

48" MOORING DOLPHIN

(TYP.)

48" MOORING DOLPHIN

(TYP.)

LOGS AND

DEBRIS

MAIN PIER

APPROXIMATE

TOP OF BANK

CONCRETE

PARKING LOT

CUTTER

APPROXIMATE

EDGE OF WATER

GRAPHIC SCALE

40'20'0'

. . . . . PILING

. . . . . CONTROL POINT

. . . . . CONCRETE

LEGEND:

AREA BLOCKED FROM SURVEY BY

. . . .. USCG VESSEL/ OBSTRUCTIONS

. . . . . EXISTING SPOT ELEVATION

NAV SEC 13

. . . . . APPROXIMATE DREDGE LIMITS

. . . . . SURVEY LIMITS

OHIO RIVER

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MARK

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SCALE:

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USCG DRAWING N0.

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SHEET

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USCG FILENAME

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A/E COMPANY:

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CONSULTING A/E:

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PROJECT ENGINEER:

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A/E PROJECT NO.:

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SHEET ID

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ENV. ANALYSIS WITH HYDROLOGIC SIM. MODEL

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CG STATION OWENSBORO

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OWENSBORO

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SURVEY

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HYDROGRAPHIC SURVEY

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STATION OWENSBORO

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C14767343V002.DWG

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CIVIL ENGINEERING UNIT MIAMI

AutoCAD SHX Text

15608 SW 117 AVE

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MIAMI, FL 33177

AutoCAD SHX Text

EVA I. PORRAS

AutoCAD SHX Text

AECOM

AutoCAD SHX Text

ARLINGTON, VA

AutoCAD SHX Text

(703) 247-2957

AutoCAD SHX Text 60653495

AutoCAD SHX Text N/A

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

1ST SUBMITTAL

AutoCAD SHX Text

APRIL 2021

AutoCAD SHX Text

U. S. COAST GUARD

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CIVIL ENGINEERING

AutoCAD SHX Text 356.1

AutoCAD SHX Text

SOLICITATION NO.:

Sheets and Views

V-001

OLE1

OLE2

OLE3

C14767343V002.pdf

Sheets and Views

V-002

OLE1

OLE2

OLE3

C14767343C001-11x17.pdf

Sheets and Views

C-001

File details come from the government source that posted it. Updated May 16, 2022.