B.08.02_Contract_Drawings_File_1.pdf

PDF 4 MB Posted Aug 27, 2019

Attached to: Welded Steel Flat Deck Barge Federal contract opportunity
Solicitation number: W912DQ19B1015
Issued by: Department of the Army Corps of Engineers Engineering District Kansas City

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SF_1410.pdf	PDF	Sep 26, 2019
SF_1409_Barge.pdf	PDF	Sep 26, 2019
Additional_Drawings.pdf	PDF	Sep 17, 2019
B.08.02_Solicitation_Amendment_0001.pdf	PDF	Sep 3, 2019
B.08.02_Solicitation_final.pdf	PDF	Aug 27, 2019
B.08.02_Contract_Drawings_file_2.pdf	PDF	Aug 27, 2019

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PRINCIPAL CHARACTERISTICS

LENGTH (MOLDED) _____________________________________________ 196'-0"

BREADTH (MOLDED) ___________________________________________ 35'-0"

DEPTH (MOLDED) ______________________________________________ 11'-0"

LIGHTSHIP DRAFT _____________________________________________ 2'-6"

DISPLACEMENT _________________________________________________500 LT @ 3'-0" DRAFT

FREEBOARD ____________________________________________________ 8'-6"

MAIN DECK LOADING (TYPICAL)_________________________________ 1,000 PSF

BRIDGE DECK LOADING _________________________________________ 5,000 PSF

FUEL OIL TANK CAPACITY ____ __________________________________ 10,000 GALLONS

DAY TANK CAPACITY ____ ______________________________________ 500 GALLONS

DATE

APRD FOR THE DIRECTOR - CHR DES BR

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

CHK'D BYDES. BYDR. BY

MARINE DESIGN CENTER

PHILADELPHIA, PA

U.S. Army Corps of Engineers

KANSAS CITY DISTRICT

196' DOCK BARGE

MDC PROJECT NO. 3007

MDC HULL NO. 817

REVISIONS

REV DESCRIPTION DATE APPROVED

JUNE 17, 2019

T. KEYSER, P.E.

JOSEPH RAINIS

RNSMDCONB

TITLE SHEET

196' x 35' x 11'

CENWK DOCK BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3007E

REVDWG. NO.PROJECT NO.SIZE

1 of 1SHEET: NO SCALESCALE:

817-B000-01

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

DATE

APRD FOR THE DIRECTOR - CHR DES BR

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

SCIENTIFIC

TITLE SHEET ______________________________________________ 817-B000-01

DRAWING INDEX________________________________________ 817-B000-02

LINES PLAN _____________________________________________ 817-B105-01

WEIGHT ESTIMATE & CONTROL ___________________________ 817-B115-01

DRY DOCKING PLAN ____________________________________ 817-B170-01

SCIENTIFIC

ARRANGEMENTS

STRUCTURAL

OUTFIT

MECHANICAL SYSTEMS

OUTFIT

CATHODIC PROTECTION _________________________________ 817-B405-01

COATING SYSTEM _______________________________________ 817-B406-01

DOORS, WINDOWS, HATCHES & MANHOLES _______________ 817-B415-01

DECK FITTINGS __________________________________________ 817-B420-01

WALKWAYS, RAILINGS, GRATINGS & FLOOR PLANS_________ 817-B425-01

VERTICAL & INCLINED LADDERS __________________________ 817-B427-01

HULL MARKINGS _________________________________________ 817-B460-01

ARRANGEMENTS

OUTBOARD PROFILE _____________________________________ 817-B205-01

INBOARD PROFILE _______________________________________ 817-B210-01

GENERAL ARRANGEMENTS _______________________________ 817-B215-01

MECHANICAL SYSTEMS

FUEL OIL SYSTEM _________________________________________ 817-B630-01

STRUCTURAL

WELDING SCHEDULE ____________________________________ 817-B301-01

DECK & BOTTOM PLATING _______________________________ 817-B307-01

SIDE SHELL PLATING _____________________________________ 817-B307-02

TRANSVERSE STRUCTURE __________________________________ 817-B309-01

LONGITUDINAL STRUCTURE _______________________________ 817-B311-01

BRIDGE DECK STRUCTURE ________________________________ 817-B313-01

REVISIONS

REV DESCRIPTION DATE APPROVED

SCIENTIFIC

TITLE SHEET

DRAWING INDEX

196' x 35' x 11'

CENWK DOCK BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3007E

REVDWG. NO.PROJECT NO.SIZE

1 of 1SHEET: NO SCALESCALE:

817-B000-02

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

6'-0" 6'-0"

WASTE OIL

1,200 GAL.

OILY BILGE

1,200 GAL.

DATE

APRD FOR THE DIRECTOR - CHR DES BR

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

3'-6" TYP.

10'-0" TYP. R6" TYP.

20'-0"

35'-0"

196'-0"

28'-0"

R18", TYP.

8'-9"

20'-0" 28'-0" 30'-0"

12'-0"

30'-0" 40'-0"

17'-6"

8'-0" 4'-0"

5'-3"

7'-0"

5'-3"

7'-0" 7'-0"

8'-9"

17'-6"

3'-6"

WT BHD

WT BHD59

WT BHD

98 49 4480 6470 5490 8494 3034 20 14 4

HULL PLAN

FRAME SPACING = 2'-0"

SCALE: 3/16" = 1'-0"

O T

W T

NT BHD NT BHD

NT BHD

NT BHDNT BHD

NT BHD NT BHD

FUEL OIL TANK (PORT)

5,000 GALLONS

NT BHD

W T

NT BHD

NT BHDNT BHD

NT BHD NT BHD NT BHD

NT BHD

T A

N G

T A

N G

12" BILGE RADIUS TANGENT LINE

3" DECK RADIUS TANGENT LINE

FUEL OIL TANK (STBD)

5,000 GALLONS

DAY TANK

500 GAL.

T A

N G

T A

N G

T NT BHD

SIDE SHELL (MOLDED)

CL VESSEL

RECESSED AREA

RECESSED AREARECESSED AREA

RECESSED AREA

O T

8'-9"

11'-0"

OVERALL

HULL DEPTH

(MOLDED)

35'-0" OVERALL BREADTH (MOLDED)

17'-6" 17'-6"

8'-9" 8'-9" 8'-9"

BASELINE, FRAMES 9 THRU 89

16" ABL, FRAMES 8 & 90

10" ABL, FRAMES 7 & 91

1'-91

4" ABL, FRAMES 6 & 92

2'-89

16" ABL, FRAMES 5 & 93

3'-713

16" ABL, FRAMES 4 & 94

4'-71

8" ABL, FRAMES 3 & 95

5'-67

16" ABL, FRAMES 2 & 96

6'-511

16" ABL, FRAMES 1 & 97

8'-58" ABL, FRAMES 0 & 98

2'-6" DRAFT WATERLINE

8'-6" AIR DRAFT

BODY PLAN

SCALE: 3/8" = 1'-0"

MIDBODY VIEW END VIEW

CL VESSEL

3" DECK RADIUS

12" BILGE RADIUS

FRAMES 9 THRU 89

N T

3" DECK RADIUS

R12", TYP.

2'-0"

TYP.

10'-0"

20'-0"

7'-0"

30'-0" 40'-0" 30'-0" 28'-0" 20'-0"

11'-0"

6'-2"

28'-0"

196'-0"

7'-0" 4'-10"

10'-0"

4'-10"

R10'-0"

TYP.

3'-7"

7'-5" 6'-2"

98'-0" 98'-0"

WT BHD

WT BHD59

WT BHD

98 49 4480 6470 5490 8494 3034 20 14 4

HULL PROFILE

FRAME SPACING = 2'-0"

SCALE: 3/16" = 1'-0"

W T

RECESSED AREA

MAY MAKE INDEPENDANT SUB-ASSY OF HULL GEOMETRY AND BULKHEAD PART FILES

TO DISPLAY NEEDED MODEL INFORMATION IN EFFCIENT WAY

W T

RECESSED AREA

TECHNICAL INFO

WATER DISPLACEMENT @ 2'-0" = 731,099 POUNDS

WATER DISPLACEMENT @ 2'-6" = 921,168 POUNDS

WATER DISPLACEMENT @ 3'-0" = 1,113,558 POUNDS

WATER DISPLACEMENT @ 3'-6" = 1,308,271 POUNDS

REVISIONS

REV DESCRIPTION DATE APPROVED

LINES PLAN

196' x 35' x 11'

CENWK DOCK BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3007E

REVDWG. NO.PROJECT NO.SIZE

1 of 1SHEET: 3/16" = 1'-0"SCALE:

817-B105-01

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

1,200 GAL.

OILY BILGE

1,200 GAL.

DATE

APRD FOR THE DIRECTOR - CHR DES BR

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

WT BHD

WT BHD59

WT BHD

98 49 4480 6470 5490 8494 3034 20 14 4

SPUDWELL

STAIR

WELL

RECESSED AREA

VOID 5

VOID 7

RAKE AREA

VOID 8

STARBOARD SIDE PROFILE

SCALE: 3/16" = 1'-0"

GRAB BARS

FOR RECESSED AREAS

PERIMETER GUARDRAIL

FOR BRIDGE DECK

RAMP A-FRAME

RECESSED AREA

TRUCK CURBS 36" KEVEL, FOR MAIN DECK ONLY

MAIN DECK, 11'-0" ABL

BASELINE

24" KEVEL FOR

RECESSED AREAS ONLY

3/8" SIDE PLATING

(STARBOARD SIDE ONLY)

10" DOUBLE BITTS

FUEL OIL VENTS

GENERAL NOTES

1. 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.

2. MAIN DECK ARRANGEMENT OPTION #2 SHOWN.

HULL MARKINGS

SEE DWG. 817-B460-01

RAILING, PERIMETER FALL PREVENTION

FOR MAIN DECK

SEE DWG. 817-B425-01

VERTICAL LADDER

FOR RECESSED AREAS

ELECTRICAL GENSETS

ON MAIN DECK

STEPS

TO BRIDGE DECK

ANODES

10'-6" CANTILEVER

3'-0" DRAFT

(MATERIAL BARGE)

3'-0" DWL

3'-0" FREEBOARD

(MATERIAL BARGE)

11'-0"

MIN. DROP HEIGHT

3'-0" ABOVE BRIDGE DECK

8'-103 4"

35'-0"

6'-0"

MATERIAL BARGE

BOW END PROFILE

BARGE OPERATION MEASUREMENTS SHOWN

DIMENSIONS OF MATERIAL BARGE ARE APPROXIMATES ONLY

SCALE: 3/16" = 1'-0"

1/2" BILGE PL

BRIDGE DECK, 17'-0" ABL

ESTIMATED DROP HEIGHT ABOVE BRIDGE DECK

MATERIAL BARGE DECK PL (ANTICIPATED FREEBOARD)

CL VESSEL

TRUCK STOPS

TRUCK CURBS

RAILING FOR BRIDGE DECK

BRIDGE DECK, 17'-0" ABL

MAIN DECK, 11'-0" ABL

BASELINE

980 4 8 14 20 24

BHD

30 34 39

BHD

44 49 54 59

BHD

64 68 74

BHD

78 84 88

BHD

PORT SIDE PROFILE

SCALE: 3/16" = 1'-0"

CANTILEVER STRUCTURE

(EXTENDS OVER PORT SIDE ONLY)

RECESSED AREA RECESSED AREA

RAMP WINCH

UNDER WALKWAY

WT BHD

1/2" SIDE PLATE

(PORT SIDE ONLY)

VENT FOR FUEL TANKS

ELECTRICAL GENSETS

ON MAIN DECK

TRUCK CURBS

FUEL LOCKER

TRUCK STOPS

PLATFORM

TO BRIDGE DECK

STERN END PROFILE

SCALE: 3/16" = 1'-0"

BASELINE

CL VESSEL

TRUCK STOP

CANTILEVER OF

BRIDGE DECK

ELECTRICAL GENSETS

FUEL LOCKER

ANODES

SEE DWG 817-B405-01

A-FRAME FOR RAISING/LOWERING

LOADING RAMP

KEVEL

MAY MAKE INDEPENDANT SUB-ASSY OF HULL GEOMETRY AND BULKHEAD PART FILES

TO DISPLAY NEEDED MODEL INFORMATION IN EFFCIENT WAY

0 5444 94847864 684 148 30 3420 4924

WT BHD

REVISIONS

REV DESCRIPTION DATE APPROVED

REFERENCES

14 817-B630-01 FUEL OIL SYSTEM

13 817-B427-01 VERTICAL & INCLINED LADDERS

12 817-B425-01 WALKWAYS, RAILINGS, GRATINGS & FLOOR PLATES

11 817-B420-01 DECK FITTINGS

10 817-B415-01 DOORS, WINDOWS, HATCHES & MANHOLES

9 817-B313-01 BRIDGE DECK STRUCTURE

8 817-B311-01 LONGITUDINAL STRUCTURE

7 817-B309-01 TRANSVERSE STRUCTURE

6 817-B307-02 SIDE SHELL PLATING

5 817-B307-01 DECK AND BOTTOM PLATING

4 817-B301-01 WELDING SCHEDULE

3 817-B210-01 INBOARD PROFILE

2 817-B215-01 GENERAL ARRANGEMENTS

1 817-B105-01 LINES PLAN

NO. DWG. NO. TITLE

OUTBOARD PROFILE

196' x 35' x 11'

CENWK DOCK BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3007E

REVDWG. NO.PROJECT NO.SIZE

1 of 1SHEET: 3/16" = 1'-0"SCALE:

817-B205-01

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

1,200 GAL.

OILY BILGE

1,200 GAL.

DATE

APRD FOR THE DIRECTOR - CHR DES BR

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

6'-0"

11'-0"

WT BHD

WT BHD59

WT BHD

98 49 4480 6470 5490 8494 3034 20 14 4

VOID 2VOID 3VOID 4VOID 5VOID 6RAKE AREA

VOID 7

RAKE AREA

VOID 1

DAY

TANK

FUEL OIL

TANK

BRIDGE DECK, 17'-0" ABL

MAIN DECK, 11'-0" ABL

INBOARD PROFILE

FRAME SPACING = 2'-0"

SCALE: 3/16" = 1'-0"

VOID UNDER BRIDGE DECK

BASELINE, 0'-0"

FLOORING

SEE DWG. 817-B425-01 FLOORING

SEE DWG. 817-B425-01

PLATFORM TO BRIDGE DECK

FWD & AFT

STEPS TO BRIDGE DECK

FWD & AFT

35'-0" 17'-6" 17'-6"

MIDSHIP VIEW

LOOKING AFT

SCALE: 3/16" = 1'-0"

N T

BRIDGE DECK, 17'-0" ABL

MAIN DECK, 11'-0" ABL

BASELINE

CL VESSEL

PORT SIDESTBD SIDE

8'-9" 8'-9" 8'-9" 8'-9"

STBD VOID PORT VOIDCENTER VOID

PORT

CENTER VOID

STBD

BASELINE, 0'-0"

MAIN DECK, 11'-0" ABL

CL VESSEL

TYPICAL HOLD COMPARTMENT VIEW

LOOKING AFT

SCALE: 3/16" = 1'-0"

STBD SIDE PORT SIDE

N T

FLOOR PLATES EXIST IN COMPARTMENTS 5 &6 ONLY

SEE DWG. 817-B425-01 FOR MORE INFO

MAY MAKE INDEPENDANT SUB-ASSY OF HULL GEOMETRY AND BULKHEAD PART FILES

TO DISPLAY NEEDED MODEL INFORMATION IN EFFCIENT WAY

REVISIONS

REV DESCRIPTION DATE APPROVED

REFERENCES

7 817-B425-01 WALKWAYS, RAILINGS, GRATINGS & FLOOR PLATES

6 817-B313-01 BRIDGE DECK STRUCTURE

5 817-B311-01 LONGITUDINAL STRUCTURE

4 817-B309-01 TRANSVERSE STRUCTURE

3 817-B215-01 GENERAL ARRANGEMENTS

2 817-B205-01 OUTBOARD PROFILE

1 817-B105-01 LINES PLAN

NO. DWG. NO. TITLE

INBOARD PROFILE

196' x 35' x 11'

CENWK DOCK BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3007E

REVDWG. NO.PROJECT NO.SIZE

1 of 1SHEET: 3/16" = 1'-0"SCALE:

817-B205-01

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

PRINCIPAL CHARACTERISTICS

LENGTH (MOLDED) _________________________________________ 196'-0"

BREADTH (MOLDED) _______________________________________ 35'-0"

DEPTH (MOLDED, CENTERLINE) _____________________________ 11'-0"

DRAFT ____________________________________________________ 2'-6"

FREEBOARD ________________________________________________ 8'-6"

MAX. AIR DRAFT (INCLUDING RAMP A-FRAME)_______________ 44'-0"

MAIN DECK LOADING (FRAMES 0 THRU 44, & 54 THRU 98)______ 1,000 PSF

BRIDGE LOADING (FRAMES 45 THRU 53) _____________________ 5,000 PSF

DATE

APRD FOR THE DIRECTOR - CHR DES BR

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

35'-0"

17'-6"

8'-9"

WT BHD

WT BHD59

WT BHD

98 49 4480 6470 5490 8494 3034 20 14 4

MAIN DECK PLAN

DESIGN OPTION #1 SHOWN, SEE SHEET 3 FOR ADDITIONAL ARRANGEMENT OPTIONS

FRAME SPACING = 2'-0"

CHOCK

CL VESSEL

BAIER 20" FLUSH HATCH

MODEL# BFHR20, STEEL RING

14 REQ'D, P/S

SEE DWG 817-B415-01

.01563 XP BLOCK

UP TO BRIDGE DECK

RIVERSIDE RIVERSIDE

BANK SIDE BANK SIDE

MAIN DECK PERIMETER RAILING

FALL PROTECTION RAILING

SEE DWG 817-B425-01

STORAGE AREA / LOWER SECTION OF

WINCH CONTROL HOUSE ABOVE

(OPTIONAL)

10" DOUBLE BITT

NABRICO DF-40, OR SIMILAR

8 REQ'D, P/S, FWD/AFT

36" KEVEL

NABRICO MODEL# DF-482 OR SIMILAR

12 REQ'D

24" KEVEL

NABRICO DF-518 OR SIMILAR

4 REQ'D, P/S

(FOR RECESSED LANDINGS ONLY)

RECESSED AREA OF HULL

FOR BOARDING/ACCESS

4 LOCATIONS, P/S, FWD/AFT

UP TO BRIDGE DECK

RECESSED AREA

RECESSED AREA RECESSED AREA

RECESSED AREA

VENTS, FUEL OIL TANKS

3 REQ'D

BRIDGE SUPPORT STRUCTURE

SEE DWG 817-B313-01

3/8" PL

1/2" PL1/2" PL3/8" PL

RECESS LADDER

4 REQ'D

6"-WIDE PAINT MARKING

MAIN DECK PERIMETER

RAMP WINCH, ELECTRIC

WINTECH MODEL#NLT2000-20-RLS

OR SIMILAR

1 REQ'D

MOORING WINCH, ELECTRIC

WINTECH MODEL #DC65(L/R)-E7.5

2 REQ'D, FWD/AFT

STBD SIDE ONLY

SWING DOOR

TO RECESS AREA

FUEL LOCKER

SPUD WINCH (OPTIONAL)

WINTECH WSK2500-12-12-14-FS

1 REQ'D

SPUDWELL (OPTIONAL)

SPUD (OPTIONAL)

SWIVEL HEAD FAIRLEAD, SINGLE SHEAVE

BALANCED PIVOTING HEAD

WINTECH MODEL #BSF1-5

2 REQ'D, ON FWD/AFT OF BRIDGE AREA

STBD SIDE ONLY

MOORING WINCH

WINTECH DC65(L/R)-E7.5

2 REQ'D, FWD/AFT

STBD SIDE ONLY

10" SINGLE BITT, CAST STEEL

NABRICO MODEL# OR SIMILAR

2 REQ'D, FWD/AFT OF BRIDGE AREA

PORT SIDE ONLY

10" SINGLE BITT, CAST STEEL

NABRICO MODEL# OR SIMILAR

2 REQ'D, FWD/AFT OF BRIDGE AREA

PORT SIDE ONLY

BREASTING WINCH FOR BMS

WINTECH DC40(L/R)-E5

4 REQ'D, P/S, FWD/AFT OF BRIDGE AREA

STEPS TO BRIDGE DECK

2 REQ'D, FWD/AFT

GENSET

2 REQ'D

MAIN DECK ARRANGEMENT OPTIONS:

OPTION #1 - (1) RAMP WINCH

OPTION #2 - (1) RAMP WINCH, (2) BMS WINCHES, (4) BREASTING WINCHES, (2) MOORING WINCHES

PADEYE END POINT

RAMP WINCH WIRE

LOWER SUPPORT COLUMN

RAMP A-FRAME ABOVE

FWD & AFT

GRAB BARS

SEE DWG 817-B425-01

1" PL

PLATFORM SUPPORTS, FWD & AFT

15"X36" MANHOLE

TYP. IN LONG'L BHD

196'-0"

40'-0" 30'-0" 28'-0" 20'-0" 30'-0" 28'-0" 20'-0"

35'-0"

8'-9"

17'-6"

WT BHD

WT BHD59

WT BHD

98 49 4480 6470 5490 8494 3034 20 14 4

HOLD DECK PLAN

FRAME SPACING = 2'-0"

NT BHD

O T

W T

VOID 5C

DAY TANK

500 GALL.

FUEL OIL TANK

5,000 GALLONS

FUEL OIL TANK

5,000 GALLONS

RECESSED AREA

(OUTISDE)

W T

VOID 7S

VOID 7P

NT BHD

VOID 6S

VOID 6P

VOID 7C VOID 6C

NT BHD

VOID 4P

VOID 4C

NT BHD

VOID 2P

VOID 2S

VOID 4S

VOID 2C

NT BHD

VOID 3S

VOID 3C

VOID 3P

VOID 1S

VOID 1C

VOID 1P

NT BHD

VOID 5P

VOID 5S

NT BHD

NT BHDOT BHD

OT BHD

O T

W T

C L V

VERTICAL LADDER

SEE DWG 817-B427-01

BOTTOM PL

1/2" BILGE PL

RECESSED AREA

(VOID BELOW)

RECESSED AREA

(VOID BELOW)

RECESSED AREA

(VOID BELOW)

RECESSED AREA

(VOID BELOW)

FLOORING IN

COMPARTMENT

FLOORING IN

COMPARTMENT

NT BHD

- Max. overall weight of this barge, including crane and 300 ton lift, can only be 3,900,000 lbs for a 6ft draft waterline

- Anticipated weight of crane is 600,000 lbs. and its heavyiest lift is expected to be 400,000 (200 tons) at sternlog area

- This would mean the weight of the barge WITHOUT the crane would be limited to 2,900,000 lbs for a 6ft draft waterline.

20"-DIA. HATCHES

DIVER'S PLATFORM AREA

7'-4" ABOVE BASELINE, APPROX. 3-FT BELOW MAIN DECK

HULL RECESS, 15-FT WIDE X 8-FT LONG

(EXACT DESIGN & LOCATION TBD)

GENERAL NOTES

1. ALL WELDING, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ABS RULES FOR BUILDING AND CLASSING STEEL VESSELS FOR SERVICE ON RIVERS AND INTRACOASTAL WATERWAYS, LATEST EDITION. THIS VESSEL IS TO BE ABS CLASSED FOR "MALTESE CROSS A-1 BARGE, RIVERS & INTRA-COASTAL WATERWAYS SERVICE" WITH "REINFORCEMENT B" NOTATION.

2. MAIN DECK PLATING ANALYZED FOR UP TO 5,000 PSF, AND BRIDGE DECK PLATING ANALYZED FOR UP 5,000 PSF.

3. BUTTS IN PLATES SHALL BE A MINIMUM OF 2" FROM ANY STRUCTURAL MEMBERS WHICH RUN PARALLEL TO THE BUTTS.

5. WELD ALL STRUCTURE IWO OF THE DECK FITTINGS 100% .

6. 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.

7. SEE SHEET 2 FOR OPTIONAL DESGIN FEATURES.

16" SYNTHETIC ROLLER CHOCK

WINTECH RB16-65

4 REQ'D, P/S

BMS WINCH

WINTECH MODEL #RB16-65

2 REQ'D, FWD/AFT

PORT SIDE ONLY

FUEL OIL PIPE

TO/FROM FUEL STATION

BANK SIDE

RIVERSIDE

BANK SIDE

RIVERSIDE

REVISIONS

REV DESCRIPTION DATE APPROVED

REFERENCES

16 817-B630-01 FUEL OIL SYSTEM

15 817-B460-01 HULL MARKINGS

14 817-B427-01 VERTICAL & INCLINED LADDERS

13 817-B425-01 WALKWAYS, RAILINGS, GRATINGS & FLOOR PLATES

12 817-B420-01 DECK FITTINGS

11 817-B415-01 DOORS, WINDOWSHATCHES & MANHOLES

10 817-B405-01 CATHODIC PROTECTION

9 817-B313-01 BRIDGE DECK STRUCTURE

8 817-B311-01 LONGITUDINAL STRUCTURE

7 817-B309-01 TRANSVERSE STRUCTURE

6 817-B307-02 SIDE SHELL PLATING

5 817-B307-01 DECK AND BOTTOM PLATING

4 817-B301-01 WELDING SCHEDULE

3 817-B210-01 INBOARD PROFILE

2 817-B205-01 OUTBOARD PROFILE

1 817-B105-01 LINES PLAN

NO. DWG. NO. TITLE

GENERAL ARRANGEMENTS

196' x 35' x 11'

CENWK DOCK BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3007E

REVDWG. NO.PROJECT NO.SIZE

1 of 3SHEET: 3/16" = 1'-0"SCALE:

817-B215-01

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

45'-6"

BRIDGE DECK

WIDTH

(OVERALL)

14'-6" REAR TIRE TRACK

(HITACHI EH750)

15'-0" SET TRUCK LANE WIDTH

24'-0" BRIDGE DECK OVERALL WIDTH

2'-10" WIDE

WALKWAY

10'-6" OFF PORT SIDE

CANTILEVER

WT BHD

WT BHD59

WT BHD

98 49 4480 6470 5490 8494 3034 20 14 4

BRIDGE DECK PLAN

LOCATED 17'-0" ABOVE BASELINE, 6'-0" ABOVE MAIN DECK

CANTILEVER EXTENEDS BY 10'-6" OVER PORT SIDE OF VESSEL

SEE DRAWING 817-B313-01 FOR MORE INFORMATION

FRAME SPACING = 2'-0"

CL VESSEL

FIXED, FALL PREVENTION HANDRAIL

SEE DWG 843-B425-01

PORT SIDE OF VESSEL

N E

P C

O N

C E

DOWN

BRIDGE DECK STRUCTURE, w/CANTILEVER ON PORT SIDE

RAMP STRUCTURE CLEARANCE WIDTH = 17'-0"

DESIGNATED TRUCK DRIVING LANE WIDTH = 13'-0"

MAX. LOADING/BEARING PRESSURE = 5,000 PSF

DESIGNED FOR DUMP TRUCK OPERATIONS

HITACHI TRUCK MODEL# EH750

MAXIMUM TRUCK PAYLOAD = 85, 000 LBS (42.5 U.S. TONS)

MAXIMUM TRUCK GMW = 163,139 LBS

OVERALL VEHICLE BODY WIDTH = 15'-0"

REAR TIRE TRACK WIDTH = 12'-6"

LOADING RAMP ATTACHMENT AREA

(OPTIONAL)

RAMP A-FRAME STRUCTURE

RAMP WIRE & SHEAVE SYSTEM

VEHICLE CURBS

PORT SIDE SHELL BELOW

STBD SIDE SHELL BELOW

WALKWAY TO/FROM

WINCH CONTROL HOUSE

DOWN

1" BRIDGE DECK PL

RAMP WINCH WIRE

PASS THRU TO ANCHOR

RAMP WINCH WIRE

PASS THRU TO WINCH

TRUCK LANE

PAINT MARKING

TRUCK STOPS

BANK SIDE

RIVERSIDE RIVERSIDE

BRIDGE PLATFORM

FWD/AFT

STEPS TO BRIDGE DECK

FWD/AFT

BANK SIDE

-3007E

REVDWG. NO.PROJECT NO.SIZE

2 of 3SHEET: 3/16" = 1'-0"SCALE:

817-B215-01

1415161718192021222324

24 23 22 21 20 19 18 17 16 15 14 13

WT BHD

WT BHD59

WT BHD

98 49 4480 6470 5490 8494 3034 20 14 4

OPTION #2 - MAIN DECK WINCH PLAN

INCLUDES 1 RAMP WINCH & 1 GENSET

NO OTHER WINCHES OR GENSETS ARE INCLUDED WITH THIS OPTION

FRAME SPACING = 2'-0"

RAMP WINCH

BANK SIDE

RIVERSIDE

1 GENSET ONLY

WT BHD

WT BHD59

WT BHD

98 49 4480 6470 5490 8494 3034 20 14 4

OPTION #3 - BARGE MOVING SYSTEM WINCH ARRANGEMENT, WITH RAMP WINCH DECK WINCH PLAN INCLUDES 2 BARGE MOVING SYSTEM WINCHED ON PORT SIDE; 4 BREASTING WINCHES ON BOTH PORT AND STARBOARD SIDES OF VESSEL

INCLUDES 1 RAMP WINCH; INTENDED FOR THE RAISING/LOWERING OF A STARBOARD SIDE RAMP

INCLUDES 2 GENSETS

A WINCH CONTROL HOUSE WOULD ALSO BE NECESSARY FOR THIS OPTION (NOT SHOWN)

BRIDGE DECK, PLATFORMS AND STEPS NOT SHOWN

FRAME SPACING = 2'-0"

BMS WINCH

WINTECH MODEL #RB16-65

2 REQ'D, FWD/AFT

PORT SIDE ONLY

MOORING WINCH, ELECTRIC

WINTECH MODEL #DC65(L/R)-E7.5

2 REQ'D, FWD/AFT

STBD SIDE ONLY

16" SYNTHETIC ROLLER CHOCK

WINTECH RB16-65

4 REQ'D, P/S

SWIVEL HEAD FAIRLEAD, SINGLE SHEAVE

BALANCED PIVOTING HEAD

WINTECH MODEL #BSF1-5

STBD SIDE ONLY

SPUDWELL (OPTIONAL)

SPUD (OPTIONAL)

SPUD WINCH

(OPTIONAL)

1 REQ'D

MOORING WINCH

WINTECH DC65(L/R)-E7.5

2 REQ'D, FWD/AFT

STBD SIDE ONLY

BREASTING WINCH FOR BMS

WINTECH DC40(L/R)-E5

RAMP WINCH BMS WINCH

WINTECH MODEL #RB16-65

2 REQ'D, FWD/AFT

PORT SIDE ONLY

WINCH

CONTROL

HOUSE

BANK SIDE

RIVERSIDE

2 GENSETS

BREASTING WINCH FOR BMS

WINTECH DC40(L/R)-E5

BREASTING WINCH FOR BMS

WINTECH DC40(L/R)-E5

4 REQ'D, P/S, FWD/AFT OF BRIDGE AREA

10" SINGLE BITT, CAST STEEL

NABRICO MODEL# OR SIMILAR

2 REQ'D, FWD/AFT OF BRIDGE AREA

PORT SIDE ONLY

10" SINGLE BITT, CAST STEEL

NABRICO MODEL# OR SIMILAR

2 REQ'D, FWD/AFT OF BRIDGE AREA

PORT SIDE ONLY

RIVERSIDE

BANK SIDE

RIVERSIDE

-3007E

REVDWG. NO.PROJECT NO.SIZE

3 of 3SHEET: 3/16" = 1'-0"SCALE:

817-B215-01

2627282930313233343536

36 35 34 33 32 31 30 29 28 27 26 25

ALL DECK, BOTTOM, SIDE AND BULKHEAD

WELD SEAM AND BUTT JOINTS

IN HULL AND ALL INSERT PLATES

3-10

3/16

TBD

FULL PENETRATION WELDS REQUIRED

PROCESS AND TYPE TBD BY CONTRACTOR

IAW ABS RIVER RULES REQUIREMENTS

ALL BUTTS AND SEAMS SHALL BE A MINIMUM

OF 6" FROM STRUCTURE.

TRANSVERSE BEAMS

TO DECKHOUSE TOP

3-121/4

3-43/16DECKHOUSE TOP PL OVERHANG

TO OVERHANG BRACKETS

DECKHOUSE TOP OVERHANG BRACKETS

TO DECKHOUSE SIDE BULKHEAD & COAMING 3/16

3-103/16

CJP

WEB OF LONG'L GIRDERS

TO LONG'L BULKHEADS

PERHIPHERY OF ALL DECKHOUSE

INTERIOR & EXTERIOR BULKHEADS

& DECKHOUSE TOP PL

CONTINUOUS FILLET WELD TO

BE ON OUTSIDE OF ALL BULKHEADS

LONG'L GIRDERS

TO DECKHOUSE TOP

EXTERIOR & INTERIOR

BULKHEAD STIFFENERS

3-123/16

BRACKET LAP CONNECTIONS

3/16

DECKHOUSE STRUCTURES

INTERMITTENT WELDS

W E L D I N G S P E C I F I C A T I O N S

5/16 3-12

5/16 3-10

5/16 3-12

5/16

SEE GENERAL NOTES 5&6

5/16 3-10

5/16 3-12

TRANSVERSE BEAMS & FRAMES:

DECK TRANSV. BEAMS

BOTTOM TRANSV. FRAMES

& ALL SIDE

5/16

TBD

5/16

BILGE TO BOTTOM

FRAMES 3-22

5/16

THRU-HULL OVERBOARD DISCHARGE PIPES

THRU HULL/BULKHEAD PIPING:

5/16

5/16DECK & BOTTOM TRANSV. BEAMS

TO LONG'L BHD PLATE,

ON WEB & FLG I.W.O. BHD PLATE NOTCHES

DATE

APRD FOR THE DIRECTOR - CHR DES BR

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

TITLE SHEET ________________________________ 843-B000-01

DRAWING INDEX__________________________ 843-B000-02

LINES PLAN _______________________________ 843-B105-01

WEIGHT ESTIMATE & CONTROL _____________ 843-B115-01

HYDROSTATICS & CURVES OF FORM ________ 843-B125-01

TANK CAPACITY TABLES ___________________ 843-B130-01

DAMAGE STABILITY CALCULATION _________ 843-B150-01

INTACT STABILITY CALCULATION ___________ 843-B155-01

TRIM & STABILITY BOOKLET _________________ 843-B155-02

DRY DOCKING PLAN ______________________ 843-B170-01

DRY DOCKING PLAN CALCULATIONS _______ 843-B170-02

KANSAS CITY DISTRICT - DOCK BARGE

INTERMITTENT WELDS

GENERAL NOTES:

1. ALL WELDING, MATERIALS, AND WORKMANSHIP TO BE IN ACCORDANCE WITH ABS RULES FOR BUILDING AND CLASSING STEEL VESSELS FOR SERVICE ON RIVERS AND INTRACOASTAL WATERWAYS LATEST EDITION TO THE SATISFACTION OF THE ATTENDING SURVEYOR.

2. ALL WELDING SHALL BE PERFORMED BY ABS CERTIFIED WELDERS. WELDER QUALIFICATION CERTIFICATION SHALL BE PROVIDED TO

THE ATTENDING ABS SURVEYOR.

3. UNLESS OTHERWISE NOTED ALL WELDS IN LAPPED JOINTS SHALL BE 1/16" LESS THAN THE THAN THE THINNER PLATE JOINT.

4. UNLESS OTHERWISE NOTED, FOR TEE-TYPE END CONNECTIONS, WHERE FILLET WELDS ARE CONTINUOUS ON EACH SIDE OF THE MEMBER, THE LEG SIZES OF THE WELDS SHALL NOT BE LESS THAN 3/4 TIMES MEMBER THICKNESS BEING ATTACHED.

5. ALL UNBRACKETED SHELL AND BULKHEAD STIFFENERS ARE TO HAVE DOUBLE CONTINUOUS WELDS FOR 1/10 OF THEIR LENGTH AT EACH END.

6. WHERE BEAMS & STIFFENERS PASS THROUGH SLOTTED LONG'L BULKHEADS & LONG'L STRINGERS, THERE IS TO BE A PAIR OF MATCHED INTERMITTENT WELDS ON EACH SIDE OF EACH SUCH INTERSECTION AND THE BEAMS & STIFFENERS ARE TO BE EFFICIENTLY ATTACHED TO

THE LONG'L BULKHEADS & LONG'L STRINGERS.

7. MINIMUM WELD STRENGTH TO BE E70 WELD METAL.

8. BRIDGE & SUPPORT STRUCTURE WELDS ARE SHOWN ON DWG NO. 817-B313-01

9. ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH IACS NO.47, "SHIPBUILDING AND REPAIR QUALITY STANDARD".

KANSAS CITY DISTRICT - DOCK BARGE

CONTINUOUS & DOUBLE CONTINUOUS WELDING

W E L D I N G S P E C I F I C A T I O N S W E L D I N G S P E C I F I C A T I O N S

INTERMITTENT WELDS

ALL DECK AND BOTTOM PL BRACING STRUCTURE

SPUDWELL STRUCTURE

5/16

5/16 3-12

3-12

5/16

3-10

ALL

LOCATIONS

5/16

ALL DECK, BOTTOM, SIDE AND BULKHEAD

WELD SEAM AND BUTT JOINTS

IN HULL AND ALL INSERT PLATES

3-10

3/16

TBD

FULL PENETRATION WELDS REQUIRED

PROCESS AND TYPE TBD BY CONTRACTOR

IAW ABS RIVER RULES REQUIREMENTS

ALL BUTTS AND SEAMS SHALL BE A MINIMUM

OF 6" FROM STRUCTURE.

TRANSVERSE BEAMS

TO DECKHOUSE TOP

3-121/4

3-43/16DECKHOUSE TOP PL OVERHANG

TO OVERHANG BRACKETS

DECKHOUSE TOP OVERHANG BRACKETS

TO DECKHOUSE SIDE BULKHEAD & COAMING 3/16

3-103/16

CJP

WEB OF LONG'L GIRDERS

TO LONG'L BULKHEADS

PERHIPHERY OF ALL DECKHOUSE

INTERIOR & EXTERIOR BULKHEADS

& DECKHOUSE TOP PL

CONTINUOUS FILLET WELD TO

BE ON OUTSIDE OF ALL BULKHEADS

LONG'L GIRDERS

TO DECKHOUSE TOP

EXTERIOR & INTERIOR

BULKHEAD STIFFENERS

3-123/16

BRACKET LAP CONNECTIONS

3/16

DECKHOUSE STRUCTURES

INTERMITTENT WELDS

W E L D I N G S P E C I F I C A T I O N S

5/16

TBD

5/16

3/8

BULKHEAD STIFFENERS:

DEEP TANK BULKHEAD

WATERTIGHT BULKHEAD

NON-TIGHT BULKHEAD

STIFFENERS WITH CLIPPED ENDS SHALL BE

WELDED DOUBLE CONTINUOUS FOR 1/10 OF

THEIR LENGTH AT EACH END

BHD OPENING REINFORCEMENT:

ALL LOCATIONS

HULL & MAIN DECK HULL & MAIN DECK

ALL DECK, BOTTOM, SIDE AND BULKHEAD

WELD SEAM AND BUTT JOINTS

IN HULL AND ALL INSERT PLATES

DECK TO SIDE, HEADLOG & TRANSOM

FULL PENETRATION WELDS REQUIRED

PROCESS AND TYPE TBD BY CONTRACTOR

IAW ABS RIVER RULES REQUIREMENTS

ALL BUTTS AND SEAMS SHALL BE A MINIMUM

OF 6" FROM STRUCTURE.

BILGE PL TO SIDE &

BOTTOM PL

HEADLOG CORNER

TO SIDE PL

TRANSOM TO:

BOTTOM AND SIDE PLATE

BILGE, MAIN DECK, CORNER PLATE

HEADLOG TO:

BOTTOM, BILGE, MAIN DECK

& HEADLOG CORNER PL

ALL BILGE BRACKETS CONNECTIONS

TO SIDE & BOTTOM TRANSV. FRAMES

& BILGE PLATE

ALL BRACKET LAP CONNECTIONS

TO TRANSV. DECK BEAMS,

SIDE & BOTTOM TRANSV. FRAMES

& LONG'L BHD VERT. STIFFENERS

PERIPHERY OF ALL HULL WATERTIGHT

OILTIGHT AND NONTIGHT BULKHEADS

& FLOORS UNDER F.O. AND DAY TANKS

PERHIPHERY OF ALL

HEADLOG & STERNLOG BRACKETS

& L4"x4"x1/2" HEADLOG

& STERNLOG BRACKET STIFFENERS

5/16

TRANSV. & LONG'L HEADERS

I.WO. MANHOLES

1/4

BRACKET BUTT CONNECTIONS

IN HULL

5/16

PORT SIDE SHELL LONG'L STRINGER

TO SIDE SHELL PL 3/16

REVISIONS

REV DESCRIPTION DATE APPROVED

REFERENCES

5 817-B313-01 BRIDGE DECK STRUCTURE

4 817-B311-01 LONGITUDINAL STRUCTURE

3 817-B309-01 TRANSVERSE STRUCTURE

2 817-B307-02 SIDE SHELL PLATING

1 817-B307-01 DECK AND BOTTOM PLATING

NO. DWG. NO. TITLE

JUNE 8, 2019

WELDING SCHEDULE

196' x 35' x 11'

CENWK DOCK BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3007E

REVDWG. NO.PROJECT NO.SIZE

1 of 1SHEET: NO SCALESCALE:

817-B301-01

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

3/8" BOTTOM PLATE

8'-9"

35'-0"

17'-6"

2'-0"

TYP.

BHD

98 49 4480 6470 5490 8494 3034 20 14 4

1-B 1-B

1/2" BILGE PLTYP. BULKHEAD INTERSECTION

SEE DET. 3-B

BRIDGE STRUCTURE

SEE DWG. 817-B313-01

R5" TYP.

R15", CORNER RADIUS OF

MAIN DECK PLATING

R18", CORNER RADIUS OF

VESSEL CORNER PLATE

SEE DWG. 817-B307-02

3/8" MAIN DECK PL 3/8" DECK PL

35'-0"

MOLDED

3'-6"

196'-0" MOLDED

2'-3" TYP.

2'-0"

TYP.

4'-0"

34'-6"

DECK PL

WIDTH

1/2" DECK PL

1" MAIN DECK PL 1/2" MAIN DECK PL

2'-0" TYP.

BHD

98 49 4480 6470 5490 8494 3034 20 14 4

MAIN DECK SCANTLINGS

MAIN DECK PLATING:

FRAMES 0 THRU 6" AFT OF FR. 29 = 3/8" PLATE

FRAMES 6" AFT FR.29 THRU 6" AFT FR.44 = 1/2" PLATE

FRAMES 6" AFT FR.44 THRU 6" FWD FR.54 = 1" PLATE

FRAMES 6" FWD FR.54 THRU 6" FWD FR.69 = 1/2" PLATE

FRAMES 6" FWD FR. 69 THRU 98 = 3/8" PLATE

TRANSVERSE STRUCTURE:

FRAMES 1 THRU 44 = L6"x4"x 3/8" ANGLE

FRAMES 45 THRU 53 = SEE DWG 817-B313-01

FRAMES 54 THRU 97 = L6"x4"x 3/8" ANGLE

HEADLOG/STERNLOG/CORNER PLATE = 3/4" PLATE

NT BHD

NT BHD, CL VESSEL

NT BHD

L6"x4"x3/8"

TYP.

BRIDGE STRUCTURE

SEE DWG. 817-B313-01

23" CUTOUT, TYP.

DETAIL 3-B

TYPICAL BULKHEAD INTERSECTION

SCALE: 3" = 1'-0"

TRANSV. BHD

LONG'L BHD

DETAIL 4-B

TYPICAL W24x176 TO BOTTOM PLATE CONNECTION

LOOKING DOWN AT BOTTOM PLATING

SCALE: 3/4" = 1'-0"

LONG'L BHD, 3/8" PL

W24x176

BOTTOM TRANSVERSE

PASSES THRU LONG'L BHD

WEB OF W24x176

FLANGE WELDED TO BOTTOM PLATE

1 3/8" PL CHOCK

3/8" BOTTOM PL

4" LAP

SECTION 1-B

BOTTOM PLATE TO HEADLOG PLATE

SCALE: 3/4" = 1'-0"

HEADLOG PL

STERNLOG SIM

BOTTOM PL

R12"

DECK PL

DETAIL 5-B

3-TO-1 BEVEL AT MAIN DECK PLATING WELD SEAMS

SCALE: 1" = 1"

FOR WELD INFO

SEE DWG NO.

817-B301-01

MAY MAKE INDEPENDANT SUB-ASSY OF HULL GEOMETRY AND BULKHEAD PART FILES

TO DISPLAY NEEDED MODEL INFORMATION IN EFFCIENT WAY

BOTTOM PLATE SCANTLINGS

TRANSVERSE STRUCTURE:

FRAMES 1 THRU 44 = L6"x4"x 3/8" ANGLE

FRAMES 45 THRU 53 = SEE DWG 817-B313-01

FRAMES 54 THRU 97 = L6"x4"x 3/8" ANGLE

BOTTOM PLATING:

FRAMES 0 THRU 98 = 3/8" PLATE

BILGE PLATING:

FRAMES 0 THRU 98 = 1/2" PLATE

NT BHD

NT BHD CL VESSEL

NT BHD

GENERAL NOTES

2. ALL STEEL PLATING TO BE ABS GRADE A MILD STEEL.

3. ALL STRUCTURAL SHAPES TO BE ASTM A36, EXCEPT IWO BRIDGE AREA. FOR MEMBERS IWO BRIDGE AREA, SEE DWG NO. 817-B313-01.

4. ALL WELDING INFORMATION SHOWN ON CONTRACT DRAWING #817-B380-01.

5. ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH IACS NO.47, "SHIPBUILDING AND REPAIR QUALITY STANDARD".

6. DIMENSIONS ARE TO THE MOLDED LINE, UNLESS OTHERWISE NOTED.

7. VESSEL STRUCTURE DESIGNED FOR DECK LOADING OF 1000 PSF, EXCEPT IWO BRIDGE STRUCTURE & MANHOLES.

SEE DWG 817-B313-01 SHEET 3 FOR THIS INFORMATION.

8. 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.

REVISIONS

REV DESCRIPTION DATE APPROVED

REFERENCES

5 817-B313-01 BRIDGE STRUCTURE

4 817-B311-01 LONGITUDINAL STRUCTURE

3 817-B309-01 TRANSVERSE STRUCTURE

2 817-B307-02 SIDE SHELL PLATING

1 817-B301-01 WELDING SCHEDULE

NO. DWG. NO. TITLE

DECK AND BOTTOM STRUCTURE

196' x 35' x 11'

CENWK DOCK BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3007E

REVDWG. NO.PROJECT NO.SIZE

1 of 1SHEET: 3/16" = 1'-0"SCALE:

817-B307-01

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

R9'-14" R9'-14"

RECESSED AREA

SEE DET. 8-DRECESSED AREA

SEE DET. 8-D

3'-7"

11'-0"

BHD

98 49 4480 6470 5490 8494 3034 20 14 4

7-H 7-H

PORT SIDE SHELL PLATING 7-F

PORT SIDE PLATE SHOWN, LOOKING OUTBOARD

STARBOARD SIDE SIMILAR & OPPOSITE, EXCEPT WHERE NOTED

3/4" CORNER PL

SEE DET. 1-E & 2-C

1/2" BILGE PL

3/4" CORNER PL

L6"x4"x3/8", TYP.

1/2" SIDE PL TYP. (PORT ONLY)

3/8" SIDE PL TYP. (STBD ONLY)

BRIDGE SUPPORT STRUCTURE

SEE DWG 817-B313-01

DETAIL 1-E

3/4" CORNER PLATING ASSEMBLY

STBD/BOW CORNER SHOWN, PORT/BOW CORNER SIM. & OPP.

SCALE: 3/8" = 1'-0""

MAIN DECK PL

CORNER PL

18" INSIDE RADIUSBILGE PL

SIDE PL

HEADLOG PL

9'-91 4"

1" 1"

2'-0"

TYP.

12"

10'-0"

5'-33 4"

1'-0"

12"

8-C 8-C

6-D

8-E 8-E

DETAIL 8-D

RECESSED AREA CONSTRUCTION

SCALE: 3/8" = 1'-0"

RECESS LANDING PL

SEE DET. 8-C

12"x6"x3/8" FLG PL

SIDE LONG'L

45 SNIPE, TYP.

2'-0"

1'-6"

R1" TYP.

2'-21 4"

SECTION 2-C

CORNER PLATE BRACKET

SCALE: 3/4" = 1'-0""

L6"x4"x3/8"

SIDE PL

3/4" CORNER PL

HEADLOG/STERNLOG PL

SEE DWG. 817-B309-01

R18"

1/2" PL

1" PL

L4"x4"X1/2"

3/8" SNIPE

TYP.

R6" TYP. 2'-0"

TYP.

3'-6"

10'-0"

8-A 8-A

3/8" RECESS LANDING PL

3/8" PL L6"x4"x3/8", TYP.

SIDE SHELL PL

DETAIL 8-C

RECESS LANDING PLATE

SCALE: 3/8" = 1'-0"

R6" TYP.

15'-8" 2'-0"

TYP.

BHD

98 49 4480 6470 5490 8494 3034 20 14 4

SECTION 7-H

SIDE LONGITUDINAL ALONG PORT SIDE ONLY

LOOKING DOWN AT PORT SIDE SHELL

3/8" PL

L6"x4"x3/8"

VERT. STIFFENER

CORNER BRACKET

SEE DET. 2-C

RECESSED AREA

BRIDGE SUPPORT STRUCTURE

SEE DWG 817-B313-01

DET. 4-C

4" 5"

DETAIL 6-C

SIDE LONG'L TO VERTICAL W24x176

NOTCH OF SIDE LONG'L SHOWN

SCALE: 3/4" = 1'-0"

SIDE PL

12"x6"x3/8" FLG PLW24x176 COLUMN

L6"x4"x3/8"

R1/2", TYP.

DETAIL 11-D

RECESSED AREA FEATURES

SCALE: 3/8" = 1'-0"

BILGE PL

BOTTOM PL

SIDE PL

SIDE LONG'L (PORT ONLY)

MAIN DECK PL

RECESSED AREA VERTICAL PL

NOTCHES ON

BOTTOM AREA ONLY

SEE DET. 6-A

RECESSED LANDING

11'-0"

6'-2"

4'-10"

30"

14"

3'-53 4"

1'-6"

2'-0"

8'-6"

DETAIL 6-D

SCALE: 3/8" = 1'-0"

12"x6"x3/8" FLG PL

SIDE LONG'L

3/8" PL

MAIN DECK

15"x30" MH

L6"x4"x3/8" TYP.

SIDE PL

4"x3/8" FB

30"

15"

TYP.

6'-0"

2'-0"

6'-2"

12"

DETAIL 8-A

RECESSED AREA LONG'L BULKHEAD

SCALE: 3/8" = 1'-0"

BEND TANGENTBEND TANGENT

NOTCH , TYP.

SEE DET. 6-A

BOTTOM PL

MAIN DECK PL

RECESS DECK, FS

3/8" PL

15"x30" MH, TYP.

CUT OUT ONLY

L6"x4"x3/8" TYP.

2" TYP.

DETAIL 6-A

NOTCH DETAIL OF VERTICAL RECESS PLATE

SCALE: 1" = 1'-0"

3/8" PL

L6"x4"x3/8"

2'-0"

12"

NO FLG.

DETAIL 4-C

TYPICAL END OF 12"x4"x3/8" FLG PL TO TRANSV. FRAME

SCALE: 3/4" = 1'-0""

SIDE SHELL PL

12"x6"x3/8" FLG PL

1" SNIPE, TYP.

PLAN 8-E

END OF SIDE LONG'L IWO RECESSED AREA

LOOKING DOWN

SCALE: 3/8" = 1'-0"

12"x4"x3/8" FLG PL 12"x4"x3/8" FLG PL

SIDE PL SIDE PL

3/8" PL

3"X3" SNIPE, TYP.

MAY MAKE INDEPENDANT SUB-ASSY OF HULL GEOMETRY AND BULKHEAD PART FILES

TO DISPLAY NEEDED MODEL INFORMATION IN EFFCIENT WAY

GENERAL NOTES

2. ALL STEEL PLATING TO BE ABS GRADE A.

3. ALL STRUCTURAL SHAPES TO BE ASTM A36, EXCEPT I.W.O. BRIDGE AREA. FOR SIDE SHELL MEMBERS I.W.O. BRIDGE AREA, SEE DWG 817-B313-01.

4. ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH IACS NO.47, "SHIPBUILDING AND REPAIR QUALITY STANDARD".

5. DIMENSIONS ARE TO THE MOLDED LINE, UNLESS OTHERWISE NOTED.

ORDERING OR LOFTING MATERIAL.

7. ALL WELDING INFORMATION SHOWN ON CONTRACT DRAWING #817-B301-01.

3/8" BOTTOM PL

MANHOLE CUTOUTS

4 PLACES FOR

EACH VERTICAL RECESS PLATE

REVISIONS

REV DESCRIPTION DATE APPROVED

REFERENCES

4 817-B313-01 BRIDGE STRUCTURE

3 817-B311-01 LONGITUDINAL STRUCTURE

2 817-B309-01 TRANSVERSE STRUCTURE

1 817-B307-02 SIDE SHELL PLATING

5 817-B301-01 WELDING SCHEDULE

JUNE 4, 2019

SIDE SHELL PLATING

196' x 35' x 11'

CENWK DOCK BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3007E

REVDWG. NO.PROJECT NO.SIZE

1 of 1SHEET: 1/8" = 1'-0"SCALE:

817-B307-02

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

35'-0"

11'-0"

1" TYP.

8'-9" 21"

TYP.

8'-9"

R3"

21"

TYP

R12"

8'-9"

17'-6"

8'-9"

17'-6"

21"

TYP.

21"

TYP.

TYPICAL WATERTIGHT BULKHEAD

FRAMES 10, 24 & 39 LOOKING AFT

FRAMES 59 & 88 LOOKING FWD, SIMILAR & OPPOSITE

CL VESSEL

N T

3/8" PLL6"x4"x3/8"

TYP

DET. 19-F

DET. 19-G

8'-9"

11'-0"

8'-6"

8'-9" 8'-9" 8'-9" 17'-6" 17'-6"

TYPICAL TRANSVERSE FRAME

FRAME 13 SHOWN, LOOKING FWD

ALL FRAMES FWD OF MIDSHIP, TOE AFT, RAKE FRAMES SIMILAR

ALL FRAMES AFT OF MIDSHIP, TOE FWD, RAKE FRAMES SIMILAR

SEE DWG 817-B313-01 FOR FRAMES 45 THRU 53

CL VESSEL

N T

L6"x4"x3/8"

TYP.

SEE DET. 17-G

SEE DET. 17-F

L6"x4"x3/8"

TYP.

L6"x4"x3/8"

TYP.

L6"x4"x3/8"

TYP.

12"x6"x3/8" FLG PL

PORT SIDE ONLY

SEE DWG 817-B307-02

DET. 15-F

DET. 15-G

15"x15"x3/8" BRKT, TYP.

SEE DET. 10-E

6'-2"

4'-10"

3'-6"

5'-3" 5'-3"

3'-6"

28'-0"

6'-2"

11'-0"

8'-9" 8'-9"

TYPICAL RECESSED AREA TRANSVERSE FRAME

FRAMES 14 THRU 18 SHOWN, LOOKING FORWARD

FRAMES 80 THRU 84, SIMILAR AND OPPOSITE

FOR INFORMATION NOT SHOWN, SEE TYPICAL TRANSVERSE FRAME

CL VESSEL

N T

SEE DET. 13-G

RECESSED AREA PL, P/S

SEE DWG 817-B307-02

SEE DET. 15-D

8'-9" 17'-6" 8'-9"

3'-51 2"

15" MH TYP.

21"

TYP.

21"

TYP.

6" 2'-9"

CL VESSEL

FUEL OIL TANK FORWARD BULKHEAD 68

OILTIGHT BULKHEAD

LOOKING AFT

FOR INFORMATION NOT SHOWN, SEE TYPICAL TRANSVERSE FRAME & TYPICAL WATERTIGHT BULKHEAD

N T

15"x23" CUT-OUT, TYP.

1" TYP. CL VESSEL

FUEL OIL TANK FRAMES 69, 70, & 71

LOOKING AFT

FOR INFORMATION NOT SHOWN, SEE TYPICAL TRANSVERSE FRAME

O T

N T

O T

3/8" PL

SEE DET.18-D

8'-9"

3'-0"

8'-9"

2'-6"

17'-6"

5'-3" 5'-3" 21" 21"

21"

TYP.

21"

TYP.

3'-6" 3'-6" 21" 21"

CL VESSEL

FUEL OIL TANK FRAME 72

DAY TANK PARTIAL BULKHEAD SHOWN

LOOKING AFT

FOR INFORMATION NOT SHOWN, SEE TYPICAL TRANSVERSE FRAME & TYPICAL WATERTIGHT BULKHEAD

O T

3/8" PL

SEE DET. 18-D

O T

FUEL OIL

TANK

FUEL OIL

TANK

L6"x4"x3/8"

TYP.

DET. 9-G

3/8" PL

TANK BOTTOM

BAIER RAISED BOLTED MANHOLE

MODEL# BMHC14BR

N T

DET. 11-G

DET. 13-F

8'-9" 8'-9"

11'-0"

21"

TYP

2'-6" 3'-0" 3'-0"

8'-9" 8'-9"

CL VESSEL

OILTIGHT BULKHEAD 74

LOOKING FORWARD

FOR INFORMATION NOT SHOWN, SEE TYPICAL WATERTIGHT BULKHEAD

N T

TANK BOTTOM PL, FS

30" 5'-3" 5'-3" 3'-6" 3'-6"

FUEL OIL & DAY TANK FRAME 73

LOOKING AFT

FOR INFORMATION NOT SHOWN, SEE TYPICAL TRANSVERSE FRAME

O T

N T

O T

CL VESSEL

DECK HATCH CUTOUT

SEE DWG 817-B415-01

15", TYP.

15"x23" ACCESS OPENING

TYP.

3/8" PL

SEE DET.18-D

DET. 12D

GENERAL NOTES:

1. ALL WELDING, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ABS RULES FOR BUILDING AND CLASSING STEEL VESSELS FOR SERVICE ON RIVERS AND INTRACOASTAL WATERWAYS, LATEST EDITION. THIS VESSEL IS TO BE CLASSED FOR "MALTESE CROSS A-1 BARGE, RIVERS & INTRA-COASTAL WATERWAYS SERVICE" WITH "REINFORCEMENT B" NOTATION.

2. ALL STEEL PLATING TO BE ABS GRADE A MILD STEEL.

3. ALL STRUCTURAL SHAPES TO BE ASTM A36 STEEL, EXCEPT IWO BRIDGE AREA. FOR HULL MEMBERS IWO BRIDGE AREA, SEE DWG NO. 817-B313-01.

4. ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH IACS NO.47, "SHIPBUILDING AND REPAIR QUALITY STANDARD".

5. AN OVERFLOW SHALL BE INSTALLED FROM DAY TANK TO FUEL TANK AS SHOWN ON SHEET 3 OF THIS DRAWING.

6. VESSEL STRUCTURE DESIGNED FOR DECK LOADING OF 1,000 PSF IWO MAIN DECK AREAS, EXCEPT IWO BRIDGE STRUCTURE AND MANHOLES.

SEE DWG. NO. 817-B313-01, FOR BRIDGE STRUCTURE LOADING.

7. DIMENSIONS ARE TO THE MOLDED LINE UNLESS OTHERWISE NOTED.

8. CAD USERS: THIS DRAWING UTLIZES A 3-DIMENSIONAL MODEL THAT DISPLAYS THE ACTUAL MATERIAL THICKNESSES OF STEEL PIECES.

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.

FUEL OIL TANK FRAMES 69 THRU 72

LOOKING AFT

W24x176, TYP.

BRIDGE SUPPORT STRUCTURE

FUEL OIL

TANK

FUEL OIL

TANK

DAY

TANK

DAY

TANK

3/16

REVISIONS

REV DESCRIPTION DATE APPROVED

REFERENCES

5 817-B313-01 BRIDGE DECK STRUCTURE

4 817-B311-01 LONGITUDINAL STRUCTURE

3 817-B309-01 TRANSVERSE STRUCTURE

2 817-B307-02 SIDE SHELL PLATING

1 817-B301-01 WELDING SCHEDULE

JUNE 3, 2019

TRANSVERSE STRUCTURE

196' x 35' x 11'

CENWK DOCK BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3007E

REVDWG. NO.PROJECT NO.SIZE

1 of 2SHEET: 3/8" = 1'-0"SCALE:

817-B309-01

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

3" LAP TYP.

4" LAP TYP.

4'-65 16"

14-A

RAKE AREA FRAMES 1 & 97

LOOKING FORWARD AT FRAME 1, FRAME 97 SIM. & OPP.

FOR INFORMATION NOT SHOWN, SEE TYPICAL TRANSVERSE FRAME

SCALE: 3/8" = 1'-0"

CL VESSEL

N T

D CORNER BRACKET, TYP.

SEE DWG. 817-B307-02

L4"x4"x1/2", TYP.

LAP ONTO 1/2" BRACKET

1/2" PL

TYP.

3'-6"

1" TYP.

2" LAP TYP.

DETAIL 15-D

STRUCTURE UNDER RECESSS DECK PLATE

SCALE: 1" = 1'-0"

3/8" RECESS VERTICAL BHD PL

SEE DWG. 817-B307-02

L6"x4"x3/8"

SIDE SHELL PL

DET. 10-E

RECESS BHD PL

3/8" PL

DET. 9-E

21" 21" 21"

1" TYP.

3'-0"

12"

15"

21"

23"

2'-6"

21" 8'-9"

1" TYP.

DETAIL 18-D

TYPICAL SUPPORT FOR BOTTOM OF FUEL TANKS

SCALE: 1" = 1'-0"

CL VESSEL

3/8" PL

BOTTOM PL

CL BHD

3/8" TANK BOTTOM PL

15"x23" MH LONG'L BHD, 8'-9" OFF CL

R1", TYP.

L6"x4"x3/8", TYP.

DETAIL 6-H

TYPICAL DECK CONNECTION NEAR LONG'L BULKHEADS

SCALE: 3/4" = 1'-0"

3" LAP

R3"

DETAIL 19-G

DECK CONNECTION OF WATERTIGHT BULKHEAD

SCALE: 1" = 1'-0"

MAIN DECK PL

3/8" SIDE PL

L6"x4"x3/8"

3/8" BHD

21"

10"

R3" TYP.

1" TYP.

3/8" FLG PL BRKT

w/3" FLG

SIDE PL

BILGE PL

BOTTOM PL

DETAIL 17-F

TYPICAL BILGE BRACKET

SCALE: 1" = 1'-0"

L6"x4"x3/8", TYP. 3" LAP

R12" 1"

3" LAP

DETAIL 19-F

BILGE CONNECTION OF WATERTIGHT BULKHEAD

TO WATERTIGHT BULKHEAD

SCALE: 1" = 1'-0"

BILGE PL

BOTTOM PL

SIDE PLL6"x4"x3/8"

2" LAP TYP.

DETAIL 13-G

RECESSED AREA DECK BRACKET CONNECTION

SCALE: 1" = 1'-0"

DET. 10-E

MAIN DECK PL

SIDE PL

L6"x4"x3/8", TYP.

2" LAP

TYP.

DETAIL 17-G

TYP. GUNWALE BRACKET CONNECTION

SCALE: 1" = 1'-0"

MAIN DECK PL

SIDE PL

L6x4x3/8", TYP.

DET. 10-E

2" LAP TYP.

DETAIL 15-F

TYPICAL BOTTOM LAP BRACKET

SCALE: 1" = 1'-0"

DET. 10-E

L6"x4"x3/8"

BOTTOM PL

LONG'L BHD

2" LAP

TYP.

2" LAP

TYP. 1"

DETAIL 15-G

TYPICAL DECK BRACKET CONNECTIONS

8'-9" OFF CL LONGITUDINAL BULKHEAD

SCALE: 1" = 1'-0"

MAIN DECK PL

DET. 10-E

L6"x4"x3/8", TYP.

20"

8'-9" 8'-9" 16'-0" 16'-0"

TYP.

14-A

FRAME 0 & 98, HEADLOG & STERNLOG

HEADLOG SHOWN, LOOKING FORWARD

STERNLOG SIMILAR & OPPOSITE

SCALE: 3/8" = 1'-0"

CL VESSEL

3/4" CORNER PL, P/S

SEE DWG 817-B307-02

3/4" HEADLOG/STERNLOG PL

N T

CORNER BRKT, P/S

SEE DWG 817-B307-02

UPPER BEND TANGENTS

L6"x4"x3/8"

HORIZ. STIFFENER

LOWER BEND TANGENTS

MAIN DECK, 11'-0" ABL

4'-55 16"

3'-113 16"

34"

R3"

R1'-0"

2'-81 16"

6" 3"

R1" TYP.

4" LAP

1/2" PL

MAIN DECK PL

1"x1" SNIPE

L4"x4"x1/2" BEVEL HEEL OF ANGLE 3/8"x3/8"

TO ACCOMODATE WELDING

TO PL & TRANSV. BEAMS

L6"x4"x3/8", TYP.

BOTTOM PL

DETAIL 14-A

TYPICAL HEADLOG/STERNLOG STIFFENER

HEADLOG SHOWN, STERNLOG SIMILAR & OPPOSITE

SCALE: 1" = 1'-0"

FR.0FR.1

DETAIL 13-F

BOTTOM BRACKET CONNECTION TO LONGITUDINAL BULKHEAD

IN FUEL TANK AREA

SCALE: 1" = 1'-0"

L6"x4"x3/8"

DET. 9-E

O T

1" TYP.

2" LAP

DETAIL 9-G

FUEL TANK DECK BRACKET CONNECTIONS

SCALE: 1" = 1'-0"

L6"x4"x3/8"

TYP.

DET. 9-E DET. 10-E

MAIN DECK PL 1"

DETAIL 11-G

DECK BRACKET CONNECTION TO FUEL TANK

SCALE: 1" = 1'-0"

MAIN DECK PL

DET. 9-E

FUEL TANK BHD

L6"x4"x3/8"

15" 15"

3" 1"

DETAIL 12-D

DAY TANK STRUCTURE AT MAIN DECK

SCALE: 1" = 1'-0"

CL VESSEL

DETAIL 10-E

TYPICAL LAPPED BRACKET

SCALE: 1" = 1'-0"

DETAIL 9-E

TYPICAL BUTTED BRACKET

SCALE: 1" = 1'-0"

MAIN DECK PL

LONG'L BHD, CL

DET. 10-E

DET. 9-E

L6"x4"x3/8", TYP.

3/8" PL3/8" PL

3/8" BULKHEAD PL

3/8" BHD

-3007E

REVDWG. NO.PROJECT NO.SIZE

2 of 2SHEET: 3/8" = 1'-0"SCALE:

817-B309-01

1011121314151617181920

20 19 18 17 16 15 14 13 12 11 10 9

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

PORT BHD, 8'-9" OFF CL PORT BHD, 8'-9" OFF CL

CENTERLINE

STBD BHD, 8'-9" OFF CL STBD BHD, 8'-9" OFF CL

ED ED

EL EL

3'-0" 6'-0" 6'-0" 3'-0" 12'-0" 10'-0" 3'-0" 3'-0"

12'-0" 12'-0" 3'-0"

3'-0" 12'-0" 3'-0" 12'-0" 10'-0" 3'-0" 6'-0" 6'-0"

15" TYP.

5'-0"

2'-0"

TYP.

FUEL OIL TANK

SEE DET. 9-D

2'-0"

TYP.

11'-0"

4'-6" 7'-4"

BHD

98 49 4480 6470 5490 8494 3034 20 14 4

CENTERLINE LONGITUDINAL BULKHEAD

LOOKING TO PORT

3/8" PL, TYP.

O T

R3" LIMBER HOLES

CL BHD ONLY

IWO FUEL OIL TANK

TYP. 15"x36" MANHOLE

SEE DET. 6-D

TANK BOTTOM PL 15"x36" MANHOLE, TYP.

SEE DET. 6-D

BRIDGE SUPPORT STRUCTURE

SEE DWG 817-B313-01

O T

3/8" PL

L6"x4"x3/8"

TYP.

3" LAP

34"

R12"

2'-81 16"

FLAT

6" FLAT

4" LAP

1'-21 16"

2'-0"

R3" R1"

34"

DETAIL 2-D

HEADLOG AREA OF LONGITUDINAL BULKHEAD

STERLOG SIMILAR AND OPPOSITE

SCALE: 1" = 1'-0"

HEADLOG PL

3/8" BHD PL

DET. 3-B

DET. 1-B

R1"

MAIN DECK PL

BOTTOM PL

12" R71 2"

3'-0"

15"

2'-0"

TYP.

2'-0"

DETAIL 6-D

TYPICAL 15"x36" MANHOLE THRU LONG'L BULKHEAD w/ 4"x 3/8" FLATBAR RING FRAME

SCALE: 3/8" = 1'-0"

MAIN DECK PL

DECK BRACKET

TYP.

4"x 3/8" FLATBAR

RING FRAME

BOTTOM PL

15"x36" MH

NOTCH DET. 3-B

TYP.

NOTCH DET. 2-B

TYP.

BHD PL

4'-0" 8'-0"

8'-27 8"

DAY TANK

PLATE HEIGHT

(3'-6" OFF CL)

BHD

73 72 71 70 69 68

ELEVATION 9-B

3'-6" OFF CL, DAY TANK LONG'L BULKHEAD

PORT SIDE SHOWN, LOOKING OUTBOARD

STBD SIMILAR & OPPOSITE

SCALE: 3/8" = 1'-0"

3/8" PL

MAIN DECK PL

BOTTOM PL

O T

TANK BOTTOM PL

O T

FUEL OIL TANK

3/8" PL, TYP.

L6"x4"x3/8"

2" TYP.

DETAIL 2-B

TYPICAL BOTTOM BEAM NOTCH

SCALE: 1" = 1'-0"

LONG'L BHD PL

2" TYP.

DETAIL 3-B

TYPICAL DECK BEAM NOTCH

SCALE: 1" = 1'-0"

LONG'L BHD PL

6" 89 16"

16"

2" TYP.

DETAIL 1-B

TYPICAL RAKE BOTTOM BEAM NOTCH

SCALE: 1" = 1'-0"

LONG'L BHD PL

R1" TYP.

DETAIL 4-B

TYPICAL WELD PASS HOLES IN LONG'L BHD

AT TRANSV. BULKHEAD INTERSECTIONS

SCALE: 1" = 1'-0"

MAIN DECK PL

LONG'L BHDLONG'L BHD

TRANSV. BHD

2'-6"

2'-0"

TYP. 1'-0"

3'-0"

2'-9"

4'-0" 4'-0"

3'-0" 4'-0" 4'-0"

2'-0"

8'-6"

BHD

73 72 71 70 69 68

DETAIL 9-D

CENTERLINE LONGITUDINAL SWASH BULKHEAD

SCALE: 3/8" = 1'-0"

15"(W)x23"(H) ACCESS OPENING, TYP.

3/8" PL

R1" TYP.

3/8" PL

R3" LIMBER HOLE, TYP.

CL BHD ONLY

15"x33" TANK MANHOLE, TYP.

FUEL TANK AREA ONLY

O T

DET. 4-B

2'-0"

TYP.

FUEL OIL TANK

SEE DET. 11-D

2'-0"

TYP.

3'-0"

BHD

98 49 4480 6470 5490 8494 3034 20 14 4

EM BRIDGE SUPPORT STRUCTURE

SEE DWG 817-B313-01

O T

LONGITUDINAL BULKHEAD, 8'-9" OFF CL

STARBOARD BULKHEAD SHOWN, STIFFENERS ON INBOARD SIDE

PORT BULKHEAD SIMILAR AND OPPOSITE

FOR INFORMATION NOT SHOWN, SEE CENTERLINE LONGITUDINAL BULKHEAD

TANK BOTTOM PL

SIM. TO DET. 2-D

SEE DET. 2-D

3'-0"

TANK

BOTTOM

11'-0"

3'-0" 4'-0" 4'-0" 5'-0"

7'-0"

BHD

73 72 71 70 69 68

11-C 11-C

DETAIL 11-D

TANK AREA OF STARBOARD LONGITUDINAL BULKHEAD, 8'-9" OFF CL

FUEL TANK HATCH SHOWN

SCALE: 3/8" = 1'-0"

O T

(F S)

L6"x4"x3/8", TYP.

TANK STIFFENERS ON

INSIDE OF TANK

BAIER RAISED BOLTED MANHOLE

MODEL #BMHC15x23x2.5BZ

STARBOARD SIDE ONLY

15"(W)x23"(H)

ACCESS OPENING

TYP.

2'-0"

12"

DETAIL 11-C

INSTALLATION OF FUEL OIL TANK HATCH

SCALE: 3/8" = 1'-0"

BAIER RAISED BOLTED HATCH

STBD LONG'L BHD L6"x4"x3/8", TYP.

MAY MAKE INDEPENDANT SUB-ASSY OF HULL GEOMETRY AND BULKHEAD PART FILES

TO DISPLAY NEEDED MODEL INFORMATION IN EFFCIENT WAY

GENERAL NOTES:

1. ALL WELDING, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ABS RULES FOR BUILDING AND CLASSING STEEL VESSELS FOR SERVICE ON RIVERS AND INTRACOASTAL WATERWAYS, LATEST EDITION. THIS VESSEL IS TO BE ABS CLASSED FOR "MALTESE CROSS A-1 BARGE, RIVERS & INTRACOASTAL WATERWAYS SERVICE" WITH "REINFORCEMENT B" NOTIFICATION.

2. ALL STEEL PLATING IS TO BE ABS GRADE A MILD STEEL, UNLESS NOTED OTHERWISE.

3. ALL STRUCTURAL STEEL SHAPES TO BE ASTM A36, EXCEPT IWO BRIDGE AREA. FOR LONGITUDINAL BULKHEAD STRUCTURE IWO BRIDGE AREA, SEE DWG. NO. 817-B313-01.

4. ALL WELDING INFORMATION SHOWN ON CONTRACT DRAWING # 817-B301-01.

5. ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH IACS NO.47, "SHIPBUILDING AND REPAIR QUALITY STANDARD".

6. DIMENSIONS ARE TO THE MOLDED LINE UNLESS OTHERWISE NOTED.

7. AUTOCAD USERS: THIS DRAWING IS INTENDED TO PROVIDE A LEVEL OF DETAIL REQUIRED FOR ABS REVIEW AND ACCURATE BIDDING ON THIS ON THIS VESSEL. USERS ARE RESPONSIBLE TO VERIFY ALL INFORMATION FOR DIMENSIONAL ACCURACY

WHEN ORDERING OR LOFTING MATERIAL.

REVISIONS

REV DESCRIPTION DATE APPROVED

REFERENCES

5 817-B313-01 BRIDGE DECK STRUCTURE

4 817-B309-01 TRANSVERSE STRUCTURE

3 817-B307-02 SIDE SHELL PLATING

2 817-B307-01 DECK AND BOTTOM PLATING

1 817-B301-01 WELDING SCHEDULE

JUNE 3, 2019

LONGITUDINAL STRUCTURE

196' x 35' x 11'

CENWK DOCK BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3007E

REVDWG. NO.PROJECT NO.SIZE

1 of 1SHEET: AS NOTEDSCALE:

817-B311-01

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

WT BHD

50 2544

PARTIAL BHD

38 35 33 21

PARTIAL BHD

3234363739

DATE

APRD FOR THE DIRECTOR - CHR DES BR

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

45'-6"

24'-0"

2'-0" TYP.

2'-0" SPACING, 9 PLACES, W24x176, 45'-6" LENGTHS

53 52 51 50 4546474849 10-B 10-B

5-B

5-B 7-D

7-D12-D

12-D

6-H 6-H

2-F 2-F

PLAN VIEW 10-D

CORE STRUCTURE OF BRIDGE DECK

LOOKING UP AT BRIDGE DECK PLATE

SEE SHEET 2 FOR INSTALLATION OF BRIDGE DECK OPERATION FEATURES & COMPONENTS

SCALE: 3/8" = 1'-0"

WALKWAY BRACKET

SEE DET. 2-G

FWD BRIDGE COAMING

SEE SECTION 8-D

AFT BRIDGE COAMING

SEE SECTION 12-D

TIE PIECE

W24x176

1 3/8" PL CHOCKS

SEE DET. 0-0

2-G

CL VESSEL

1" BRIDGE DECK PL 16"x1/2" GUIDE PL

WALKWAY BRACKET

SEE DET. 0-0

TYING W24x171, TYP.ELEVATION 6-H

FURTHEST PORT SIDE END OF CANTILEVER, 10'-6" OFF PORT SIDE SHELL

BEAM TYING STRUCTURE SHOWN

LOOKING INBOARD TOWARDS VESSEL CENTERLINE

BUILT TO ACCOMODATE THE HITACHI EH750 QUARY DUMP TRUCK

SCALE: 3/16" = 1'-0"

8'-9"

2'-0"

TYP.

53 52 51 50 4546474849

BOTTOM PLAN 2-B

BOTTOM PLATE CONNECTIONS

SCALE: 3/8" = 1'-0"

BILGE PL (STBD)

BILGE PL (PORT)

3/8" BOTTOM PL

FLG. OF W24x176 BEAM

DET. 18-C, TYP.

WEB OF W24x176 BEAM

STBD SIDE SHELL

PORT SIDE SHELL

PORT 8'-9" OFF CL

LONG'L BHD

STBD 8'-9" OFF CL

LONG'L BHD

CL VESSEL

19'-0"

8'-9"

17'-6"

2'-0"

TYP.

53 52 51 50 4546474849

CL VESSEL

STBD 8'-9" OFF CL

LONG'L BHD

PORT 8'-9" OFF CL

LONG'L BHD

PORT SIDE SHELL

STBD SIDE SHELL

3/8" BRIDGE SIDE PL

W24x176 COLUMN, TYP.

LOWER SUPPPORT COLUMN

RAMP A-FRAME FRONT LEG

LOCATION TBD BY

CONTRACTOR DESIGN

LOWER SUPPPORT COLUMN

RAMP A-FRAME BACK LEG

LOCATION TBD BY

CONTRACTOR DESIGN

RAMP WINCH FOUNDATION

W24x176 BEAM SECTION, TYP.

UNDERNEATH MAIN DECK PL

RAMP WINCH WIRE

TIE-DOWN PADEYE

1/2" MAIN DECK PL

1" MAIN DECK PL

(ABS GR.A)1/2" MAIN DECK PL

L6"x4"x3/8", TYP.

SEE DET. 22-G

3/4" FWD END PL w/ACCESS HATCHES

SIMILAR TO DET. 22-G

MAIN DECK PLAN VIEW 7-B

LOCATIONS OF VERTICAL W24x176 COLUMNS ALIGNED OVER FRAMES 45 THRU 53 ONLY

LOOKING DOWN AT MAIN DECK PLATING

SCALE: 3/8" = 1'-0"

3/4" AFT END PL

w/ACCESS HATCHES

SEE DET. 22-G

SEE DET. 17-G

TYP.

24'-0"

2'-0"

TYP.

3'-6"

2'-0"

TYP.

3'-0"

1'-6"

2'-0"

TYP.

45'-6"

8'-9"

5'-0"

2'-0"

TYP.

BRIDGE DECK PLAN VIEW 10-B

CORE STRUCTURE OF BRIDGE DECK TO BE POSITIONED OVER FRAMES 45 THRU 53

LOOKING UP AT BRIDGE DECK PLATING

SEE SHEET 2 FOR BRIDGE PLATE TO BEAM WELD CONNECTION INFORMATION

SCALE: 3/8" = 1'-0"

45 46 47 48 49 50 51 52 53

1" BRIDGE DECK PL

(ASTM 572 GR.50)

1/2" PL, TYP.

WALKWAY BRACKET

SEE DET. 14-E

DET. 24-A

DET. 23-A

CUTOUT FOR WIRE PASS-THRU

& SUPPORT AREA FOR

RAMP A-FRAME BACK LEGS

LOCATION TBD BY

CONTRACTOR DESIGN

SUPPORT AREA FOR

RAMP A-FRAME FRONT LEGS

LOCATION TBD BY

CONTRACTOR DESIGN

1 3/8" CHOCK PL, TYP.

TO BE ALIGNED WITH

FLG. OF W24x176 COLUMN

SEE DET. 18-C

W24x176 INTERCOSTAL, TYP.

SEE DET. 18-E

STBD SIDE SHELL

STBD 8'-9" OFF CL

LONG'L BHD

CL VESSEL

PORT 8'-9" OFF CL

LONG'L BHD

PORT SIDE SHELL

1-FLG. CUT W24x176 INTERCOSTAL

TYP. AT CANTILEVER END ONLY

SEE DET. 14-A

EDGE OF FLANGE OF

W24x176 BRIDGE BEAM

TYP.

WEB OF W24x176

BRIDGE TRANSV. BEAM

DET. 18-C

8'-9"

45'-6"

35'-0" 10'-6"

CANTILEVER SPAN

5'-6"

35'-0"

8'-9" 8'-9" 8'-9"

18-A 18-A

10-F

18-E

27-A 27-A 15-A

15-A

ELEVATION 6-F

TYPICAL TRANSVERSE SECTION OF BRIDGE & HULL SUPPORT STRUCTURE

9 REQUIRED, AT FRAMES 45 THRU 53 ONLY

LOOKING AFT

SCALE: 3/8" = 1'-0"

CL VESSEL

BASELINE

MAIN DECK, 11'-0" ABL

BRIDGE DECK, 17'-0" ABL

10-B10-B

7-B

2-B 2-B

7-B

12"x12" TEE C/F W24x176

SEE DET. 21-E

DET. 18-C

TYP.

N T

W24x176 BRIDGE TRANSV. BEAM

CONTINOUS

W24x176 TRANSV.

BOTTOM BEAM

TYP.

DET. 21-C

SEE G.N. #6 FOR TYP.

CRITICAL COLUMN ALIGNMENT

ABV. & BEL. MAIN DECK

DET. 21-A

DET. 21-E DET. 14-A

W24x176 TRANSV.

DECK BEAM, TYP.

W24x176 COLUMN

TYP.

DET. 18-C

TYP.

W24x176 COLUMN

TYP.

24'-0" 16'-0"

8'-0" 8'-0" 4'-0" 4'-0"

53 52 51 50 4546474849

ELEVATION 10-F

TYPICAL BRIDGE SUPPORT STRUCTURE IWO LONGITUDINAL BULKHEADS

FRAMES 45 THRU 53 ONLY

SCALE: 3/8" = 1'-0"

DET. 24-A DET. 23-A

BRIDGE DECK PL

MAIN DECK, 11'-0" ABL

BASELINE

BRIDGE DECK, 17'-0" ABL

INTERCOSTAL W24x176, TYP.

DET. 18-C, FLANGE STIFFENER

BRIDGE END PLATE

TYP.

W24x176 COLUMN, TYP.

DET. 18-C

12"x12" TEE, C/F W24x176

SEE DET. 21-C

W24x176 BOTTOM BEAM, TYP.

W24x176 BRIDGE TRANSV. BEAM

(CONTINUOUS)

TYP.

W24x176 COLUMN

DET.…

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