858-B170-01_DOCKING_PLAN.pdf

PDF 379 KB Posted

Attached to
Bank Grading Unit Barge Federal contract opportunity
Solicitation number
W912EQ19B0007
Issued by
Department of the Army Corps of Engineers Engineering District Memphis

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Docking Plan

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Other files for this federal contract opportunity

Other files attached to Bank Grading Unit Barge, newest first.
File Type Posted
W912EQ19B0007_ABSTRACT-BANK_GRADING_BARGE.pdf PDF
W912EQ19B0007P00004.pdf PDF
Questions_and_Answers.pdf PDF
858-B215-01R4_GENERAL_ARRANGEMENT__OUTBOARD_PROFILE.pdf PDF
858-B311-01R3_TIMBERHEAD_ARRANGEMENT__DETAILS.pdf PDF
858-B685-01R4_HVAC_SYSTEM.pdf PDF
A22_W912EQ19B000700003.pdf PDF
Questions_and_Answers.pdf PDF
858-B105-01R3_LINES_PLAN_-_HULL.pdf PDF
858-B245-01R4_MACHINERY_ARRANGEMENT.pdf PDF
858-B670-01R5_VENTS_FILLS__SOUNDS.pdf PDF
Seatrax_Track_Concept_-_Bank_Grader.pdf PDF
858-B445-01R5_LIFESAVING__SAFETY.pdf PDF
858-B710-01_AC_ELECTRICAL_LOAD_ANALYSIS.pdf PDF
858-B115-01_WEIGHT_ESTIMATE.pdf PDF
858-B427-01_VERTICAL__INCLINED_LADDERS.pdf PDF
858-B720-01_AC_ELECTRICAL_SYSTEM_ONE_LINE.pdf PDF
858-B415-01_HATCHES.pdf PDF
858-B630-01_FUEL_OIL_SYSTEM.pdf PDF
A22_W912EQ19B000700002.pdf PDF
858-B420-01_DECK_FITTINGS.pdf PDF
858-B690-01_COMPRESSED_AIR_SYSTEM.pdf PDF
858-B730-01_LIGHTING__RECEPTACLE_PLAN.pdf PDF
858-B425-01_WALKWAYS__GRATING.pdf PDF
858-B410-01_FENDERING__RUB_RAILS.pdf PDF
858-B305-01_SCANTLING_PLAN.pdf PDF
858-B301-01_MIDSHIP_&_TYPICAL_SECTIONS.pdf PDF
858-B330-02_WINCH_FOUNDATION.pdf PDF
858-B310-01_WELD_SCHEDULE.pdf PDF
A22_W912EQ19B000700001.pdf PDF
858-B315-01_DECKHOUSE_STRUCTURE.pdf PDF
A02_Drawings.pdf PDF
A22_W912EQ19B0007_draft.pdf PDF
Show all 33

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PLAN VIEW LOOKING AT BOTTOM SHELL PRIMARY STRUCTURE SHOWN ONLY P/S SIM/OPP

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BHD

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BHD

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BHD

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= ALTERNATE ARRANGEMENT (CENTERED ON FRAMES, TYP)

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OUTBOARD PROFILE LOOKING TO PORT

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BL

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TRANSVERSE SECTION LOOKING AFT

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= PREFERRED ARRANGEMENT

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= NO BLOCK AREA

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TRANSVERSE SECTION FR 58 SHOWN LOOKING FWD

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EEY DRY DOCK DOUBLER PL, TYP

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EEY DRY DOCK FR 80

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TYP BLOCK CENTERED ON EEY DRY DOCK DOUBLER PL

AutoCAD SHX Text DETAIL 3-D TYP DRY DOCK BLOCK FOR EEY DRY DOCK FROM USACE, MEMPHIS DISTRICT SCALE: "=1'-0"14"=1'-0"

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HARDWOOD

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HARDWOOD

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SOFTWOOD "CRUSH" LAYER

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REVISION HISTORY

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PROJECT NO.

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SCALE

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SIZE

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DWG. NO.

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SHEET

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OF

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BRISTOL HARBOR GROUP, INC.

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CHECKED BY:

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BHGI PROJ #:

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DRAWN BY:

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APP'D BY:

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MARINE DESIGN CENTER

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DATE:

AutoCAD SHX Text 19714

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DATE:

AutoCAD SHX Text 99 POPPASQUASH RD, UNIT H BRISTOL, RI 02809 PH 401.253.4318 FAX 401.253.2329 www.bristolharborgroup.com

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BANK GRADING UNIT

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DOCKING PLAN

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DWG. REV.

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DWG. NO.

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DESCRIPTION

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SCANTLING PLAN

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REFERENCES

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CORPS OF ENGINEERS

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DEPARTMENT OF THE ARMY

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MARINE DESIGN CENTER

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CHECKED

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DRAWN

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DATE

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DESCRIPTION

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ZONE

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REV.

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22MAY19

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GWB

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TLL

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1. UPDATED BLOCK SIZE TO MATCH EEY BLOCKS. ADDED UPDATED BLOCK SIZE TO MATCH EEY BLOCKS. ADDED BLOCK DETAIL. 2. UPDATED BLOCK ARRANGEMENT TO BE IN LINE WITH EEY UPDATED BLOCK ARRANGEMENT TO BE IN LINE WITH EEY DRY DOCK DOUBLER PLATES. 3. ADDED REFERENCES 2 & 3. UPDATED DISPLACEMENT AT 5' ADDED REFERENCES 2 & 3. UPDATED DISPLACEMENT AT 5' DRAFT, & ADDED LIGHTSHIP DRAFT DISPLACEMENT AND BEARING. 4. DELETED NOTE 1. UPDATED NOTES 2 & 4.DELETED NOTE 1. UPDATED NOTES 2 & 4.

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GWB

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AutoCAD SHX Text 858-B170-01

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14MAY19

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RESERVATIONS

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1. CHECK TRANSVERSE FRAMING WITH BEARING LOAD APPLIED.CHECK TRANSVERSE FRAMING WITH BEARING LOAD APPLIED.

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GENERAL NOTES

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1. - - 2. KEEL BLOCKS SHALL BE 36"x30" WITH 2" SOFT WOOD CAPS OR SAND BAGS TO PREVENT HULL DAMAGE. BLOCKS KEEL BLOCKS SHALL BE 36"x30" WITH 2" SOFT WOOD CAPS OR SAND BAGS TO PREVENT HULL DAMAGE. BLOCKS SHOWN ON THIS DRAWING ARE BASED ON INFORMATION PROVIDED BY THE US ARMY CORPS OF ENGINEERS (USACE) FOR DOCKING AT THE ENSLEY SHIPYARD (EEY) DRY DOCK IN MEMPHIS, TN. WHERE POSSIBLE, BLOCKING SHOULD BE LOCATED EITHER UNDER BULKHEADS OR TRUSSES, AT INTERSECTIONS WITH FRAMES. 3. ENSURE SIZE AND NUMBER OF BLOCKS ARE SUFFICIENT TO REDUCE GROUND PRESSURE LOADING TO WITHIN ENSURE SIZE AND NUMBER OF BLOCKS ARE SUFFICIENT TO REDUCE GROUND PRESSURE LOADING TO WITHIN GRAVING DOCK FLOOR CAPACITY. 4. BEARING ON BLOCKS BEARING ON BLOCKS 3'x2'-6"' KEEL BLOCK AREA: 7.5 SQ FT/BLOCK 7.5 SQ FT/BLOCK PRIMARY KEEL BLOCK TOTAL BEARING: 262.5 SQ FT 262.5 SQ FT ALTERNATE KEEL BLOCK TOTAL BEARING: 247.5 SQ FT 247.5 SQ FT VESSEL LIGHTSHIP DISPLACEMENT: 1402 LT (3,140,480 LB) 1402 LT (3,140,480 LB) PRIMARY BEARING: 5.34 LT/SQ FT (83 PSI) 5.34 LT/SQ FT (83 PSI) ALTERNATE BEARING: 8.66 LT/SQ FT (88 PSI) 8.66 LT/SQ FT (88 PSI) VESSEL DISPLACEMENT AT 6' DRAFT: 1518 LT (3,400,275 LB) 1518 LT (3,400,275 LB) PRIMARY BEARING: 5.78 LT/SQ FT (90 PSI) 5.78 LT/SQ FT (90 PSI) ALTERNATE BEARING: 6.13 LT/SQ FT (95 PSI) 6.13 LT/SQ FT (95 PSI) 5. CAD USERS: THIS DRAWING IS INTENDED TO PROVIDE A LEVEL OF DETAIL REQUIRED FOR ABS REVIEW AND FOR CAD USERS: THIS DRAWING IS INTENDED TO PROVIDE A LEVEL OF DETAIL REQUIRED FOR ABS REVIEW AND FOR ACCURATELY BIDDING ON THIS VESSEL. USERS ARE RESPONSIBLE TO VERIFY ALL INFORMATION FOR DIMENSIONAL ACCURACY WHEN ORDERING OR LOFTING MATERIAL.

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PRINCIPAL DIMENSIONS

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LENGTH OVERALL, MAX

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BEAM OVERALL, MAX

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DEPTH AT AMIDSHIPS, MAX

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DISPLACEMENT, LIGHTSHIP

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1402 LT

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DISPLACEMENT, AT 6' DRAFT

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1518 LT

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WEIGHT ESTIMATE

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INTACT STABILITY CALCULATIONS

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30MAY19

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1. ADDED NOTE 5. ADDED NOTE 5. 2. REMOVED 90% AND "NOT FOR CONSTRUCTION" STAMPS. REMOVED 90% AND "NOT FOR CONSTRUCTION" STAMPS. 3. UPDATED OUTBOARD PROFILE LABEL.UPDATED OUTBOARD PROFILE LABEL.

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26AUG19

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LJB/

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1. REMOVED SEA CHESTS AND "NO BLOCK AREA". REMOVED SEA CHESTS AND "NO BLOCK AREA". 2. UPDATED BOTTOM STRUCTURE & APRON GEOMETRY. UPDATED BOTTOM STRUCTURE & APRON GEOMETRY. 3. UPDATED DECK ARRANGEMENT TO REFLECT DESIGN UPDATED DECK ARRANGEMENT TO REFLECT DESIGN DEVELOPMENT. 4. UPDATED DRAFT SELECTED FOR DISPLACEMENT AND UPDATED DRAFT SELECTED FOR DISPLACEMENT AND DISPLACEMENT VALUE. 5. UPDATED GENERAL NOTE 4.UPDATED GENERAL NOTE 4.

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Sheets and Views
858-B170-01R3 DOCKING PLAN-SHT1

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