A.03.09 Drawings.pdf

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ROGER A. PERK, P.E., CHIEF, ENGINEERING AND CONSTRUCTION DIVISION, ROCK ISLAND DISTRICT

FREDERICK R. JOERS, P.E., DIRECTOR, INLAND NAVIGATION DESIGN CENTER

ER 1110-1-8152 AND ER 1110-1-8168.

DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY

REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT

OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND

ISLAND DISTRICT, DESIGNED THIS PROJECT FOR THE PITTSBURGH DISTRICT

THE INLAND NAVIGATION DESIGN CENTER IN COORDINATION WITH THE ROCK

MARK C. JONES, P.E., CHIEF, ENGINEERING AND CONSTRUCTION DIVISION, PITTSBURGH DISTRICT

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: MMMMMMMMM YYYY

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D of Engineers

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PITTSBURGH DISTRICT

NEW CUMBERLAND LOCKS AND DAM

OHIO RIVER BASIN

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STRUCTURAL STEEL SUPPLY CONTRACT

STEEL

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AUX CHAMBER DS BULKHEAD SLOT INSTALLATION

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CERTIFIED FINAL DOCUMENT

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ASSEMBLY (LINER)

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" PL4

HP10x42

2'-6"

3"

R

R

2'-6"

2'-1"

1'-5" 2'-6"

" PL4

HP10x42

0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"0 1' 2' 4'SCALE : 1/2"=1'-0"0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0" A9

SA501-A9

A7

SA501-A7

A5

SA501-A5

A3

SA501-A3

A1

SA501-A1

2'-6"

R

2'-6"

2'-1"

1'-5"

" PL4

MATERIAL SCHEDULE

MARK NO. QTY DESCRIPTION MATERIALITEM

SA501-A9

SA501-A7

SA501-A5

SA501-A3

SA501-A1

ASTM A572 GR 50

ASTM A572 GR 50

ASTM A36

ASTM A36

GENERAL SHEET NOTES

ASSOCIATED PART NUMBER.

ENSURE THAT EACH PART IS CLEARLY LABELED WITH THE 1.

BEARING BEAM - BOTTOM

BEARING BEAM - TOP

RECESS ARMOR - TOP LEFT

RECESS ARMOR - TOP RIGHT

RECESS ARMOR - BOTTOM

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SCALE : 3/8"=1'-0" 0 2' 4' 6' SCALE : 3/8"=1'-0" 0 2' 4' 6' 0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"A7

SA502-A7

A5

SA502-A5

A3

SA502-A3

A1

SA502-A1

" PL4

W5x16

" PL4

5'-2"

W5x16

(S

A -A

-2

(S

A -A

-1

(S

A -A

-2

(S

A -A

-1

MATERIAL SCHEDULE

MARK NO. QTY DESCRIPTION MATERIALITEM

SA502-A7

SA502-A5

SA502-A3-2

SA502-A3-1

SA502-A1-2

SA502-A1-1

A9

DETAIL

D9

DETAIL

SCALE : 1"=1" 2"1"0

SCALE : 1"=1" 2"1"0

"4

"4

"4

A9

D9

BY GOVERNMENT

WELDING OF JOINT

JOINT IN SA502-A3.

BY GOVERNMENT

WELDING OF JOINT

JOINT IN SA502-A1.

ENSURE THAT EACH PART IS CLEARLY LABELED WITH THE 1.

"4

BY OTHERS.

GRIND FOR WELDING

ON BOTH LEGS OF ANGLE.

OTHERS. BEVEL REQUIRED

GRIND FOR WELDING BY

ASTM A992

ASTM A992

ASTM A36

ASTM A36

"4

" PL4

" PL4

BACK STIFFENER - BOTTOM

BACK STIFFENER - TOP

SIDE PLATE - BOTTOM

SIDE PLATE - TOP

BACK PLATE - BOTTOM

BACK PLATE - TOP

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A1

SA503-A1

C1

SA503-C1

C6

SA503-C6

0 3" 6" 9" 12"SCALE : 3"=1'-0"

0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"

8"

3"R

4"

3"

6°

3"

R

8"

PLAN

3"

R

ELEVATION

8"

R

" PL4

2'-0"

A6

SA503-A6

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

MATERIAL SCHEDULE

MARK NO. QTY DESCRIPTION MATERIALITEM

4'-1"

ISOMETRIC

ISOMETRIC

F1

DETAIL

SCALE : 1"=1" 2"1"0

"4

"4

SCALE : 3/8"=1'-0" 0 2' 4' 6'A9

SA503-A9

(S

A -A

-2

(S

A -A

-1

F1

" PL4

F3

DETAIL

SCALE : 1"=1" 2"1"0

"4

"8

F3

BY GOVERNMENT

WELDING OF JOINT

JOINT IN SA503-A9.

SA503-C6

SA503-C1

SA503-A9-2

SA503-A9-1

SA503-A6

SA503-A1

ASTM A572 GR 50

ASTM A36

ASTM A36

ASTM A36

ASTM A53

ASTM A36

LIFTING EYE

CORNER CAP

GUIDE PLATE - BOTTOM

GUIDE PLATE - TOP

LIFTING BRACE

CORNER ARMOR

"Ø HOLE4

" PL4

ASSOCIATED PART NUMBER.

ENSURE THAT EACH PART IS CLEARLY LABELED WITH THE 1.

" PL4

BY OTHERS.

GRIND FOR WELDING

PIPE

3"Ø STANDARD

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DOWNSTREAM BULKHEAD RECESS

PROTECTION PLATE ASSEMBLIES (FILLERS)

STEEL

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SCALE : 3/8"=1'-0" 0 2' 4' 6'A1

SB501-A1

"16 139 "2

"16

11""16

1" Ø

R 1"

R 3"

R 1"

R 2"

S

P

S

P

S

P

ACCESS HOLE

" WELD2

1R 1

"4 37 4

" Ø8

HOLE (TYP)

" Ø16

HOLE (TYP)

" Ø16

HOLE (TYP)

" Ø16

" TYP2

L BEAMC

7 1

2"

2"

A U

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H A

M B

E R D

S B

U L

K H

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D S

L O

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T A

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SCALE : 3/8"=1'-0" 0 2' 4' 6'A5

SB501-A5

2'1'0SCALE : 1"=1'-0"A8

DETAIL

A9

L BEAMC

7 1

2"

2"

1" Ø

R 1"

R 3"

R 1"

R 2"

S

P

S

P

S

P

"4 37 4

" Ø8

HOLE (TYP)

" Ø16

HOLE (TYP)

" Ø16

HOLE (TYP)

" Ø16

A9

T .M

A C

K

R .N

IC

K E

L

MATERIAL SCHEDULE

MARK NO. QTY DESCRIPTION MATERIALITEM

1 SB501-A1 2 ASTM A992

2 SB501-A5

ASTM A992

GENERAL SHEET NOTES

W24x55

W24x55

FRAME - VERTICAL LEG

FRAME - VERTICAL LEG

ENSURE THAT EACH PART IS CLEARLY LABELED WITH THE 1.

CERTIFIED FINAL DOCUMENT

(TYP)

" Ø HOLE 16

S

P

S

P

S

P

S

P

S

P

CL

2" TYP

TYP

HOLE,

" Ø 16

" 2

TYP

(TYP)

HOLE

" Ø 16

S

P

S

P

S

P

S

P

S

P

CL

2" TYP

TYP

HOLE,

" Ø 16

HOLE

ACCESS

" WELD2

1R 1

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0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"A5

SB502-A5

A9

SB502-A9

D5

SB502-D5

1'-4""16

3"3"

1"

R

"16 152'-6"16

"16 93'-3

W10x30

1"

R

"16 131'-7"8

4" 4" W24x55

"16 152'-6"16

"16 93'-3

W6x20

"16 51 "8

" HOLE16

13Ø

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0 6" 1' 2'SCALE : 1 1/2"=1'-0"

MATERIAL SCHEDULE

MARK NO. QTY DESCRIPTION MATERIALITEM

1 SB502-A5

ASTM A992

2 SB502-A9

ASTM A992

3 SB502-D5

ASTM A992

GENERAL SHEET NOTES

ASSOCIATED PART NUMBER.

ENSURE THAT EACH PART IS CLEARLY LABELED WITH THE 1.

FRAME - HORIZONTAL STIFFENER

FRAME - TOP STIFFENER

SKIN PLATE STIFFENER

L

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U .S

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0 6" 1' 2'SCALE : 1 1/2"=1'-0"

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 1" 2" 3" 4"SCALE : 6"=1'-0"

SCALE : 1"=1" 2"1"0

0 1' 2' 4'SCALE : 1/2"=1'-0"A1

SB503-A1

A3

SB503-A3

A9

SB503-A9

A6

SB503-A6

D6

SB503-D6

D3

SB503-D3

" PL4

"16 54'-1

"8

BEVEL EACH SIDE

" PL8

3'-11"

"2 15"2

"2 11 "2

"Ø HOLE, TYP16

"2

1" PL "4

2"

1"

" PL4

" PL8

8"

"4

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" PL4

T .M

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MATERIAL SCHEDULE

MARK NO. QTY DESCRIPTION MATERIALITEM

1 SB503-A1 2

2SB503-A32

4SB503-A63

8SB503-A94

2SB503-D35

4SB503-D66

ASTM A36

ASTM A36

ASTM A36

ASTM A36

ASTM A36

ASTM A36

FOOT

CORNER ARMOR

TURNBUCKLE REINFORCING PLATE

PICK POINT REINFORCING PLATE

SKIN PLATE

DEBRIS PLATE

L

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SHEET ID

A

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1 98765432

M V

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U .S

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0 1" 2" 3" 4"SCALE : 6"=1'-0" 0 1" 2" 3" 4"SCALE : 6"=1'-0"

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

A1

SB504-A1

A4

SB504-A4

D1

SB504-D1

"16 13"x4

"4

S

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6"

4"1"

" PL4

(TYP)

"Ø HOLES16

135"

"2

"Ø HOLE16

" PL4

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N

MATERIAL SCHEDULE

MARK NO. QTY DESCRIPTION MATERIALITEM

1 SB504-A1 4

4SB504-A42

12SB504-D13

ASTM A36

ASTM A36

ASTM A36

PADEYE

PADEYE BASE

GUIDE ANGLE

L

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CONCRETE BLOCK REMOVAL PADEYE

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A1

SC501-A1

C1

SC501-C1

T .M

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MATERIAL SCHEDULE

MARK NO. QTY DESCRIPTION MATERIALITEM

1 SC501-A1 4

4SC501-C12

"2 11 "2

1'-0"

" PL4

" PL4

"Ø, TYP16

"2

11"

R

"Ø 2

PADEYE BASE

PADEYE

0 3" 6" 9" 12"SCALE : 3"=1'-0"

0 3" 6" 9" 12"SCALE : 3"=1'-0"

E1

SECTION

0 1" 2" 3" 4"SCALE : 6"=1'-0"

E1

T Y P

BEVEL FOR WELDING

GRIND DOUBLE

"8

"4

CERTIFIED FINAL DOCUMENT

C O

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1 98765432

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MATERIAL SCHEDULE

MARK NO. QTY DESCRIPTION MATERIALITEM

"16

A1

SF501-A1

0 1' 2' 4'SCALE : 1/2"=1'-0" A3

SF501-A3

SCALE : 3/4"=1'-0" 0 1' 2' 3'

A5

SF501-A5

6"

0 3" 6" 9" 12"SCALE : 3"=1'-0" A7

SF501-A7

0 3" 6" 9" 12"SCALE : 3"=1'-0"

D5

SF501-D5

0 3" 6" 9" 12"SCALE : 3"=1'-0" D7

SF501-D7

0 3" 6" 9" 12"SCALE : 3"=1'-0"

3"

6" 6"

1" PL

2"

4"

"21

"2

1" PL

1" PL

SF501-D7

SF501-D5

SF501-A7

SF501-A5

SF501-A3

SF501-A1

BEAM BEARING PLATE

ANCHOR PLATES

THREADED ROD GUIDE

SPACER

WALERS

BEARING BEAM

ASTM A36

ASTM A36

ASTM A36

ASTM A36

ASTM A572 GR 50

ASTM A992

" PL2

W21x83 C15x33.9

S O

L

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A

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B .A

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STEEL

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MATERIAL SCHEDULE

MARK NO. QTY DESCRIPTION MATERIALITEM

A1

SF502-A1

0 1' 2' 4'SCALE : 1/2"=1'-0" A3

SF502-A3

A5

SF502-A5

6"

0 3" 6" 9" 12"SCALE : 3"=1'-0"

3"

6"

1" PL

2"

"2

1SF502-A5-3 =

"4

1SF502-A5-2 =

"8

1SF502-A5-1 =

THICKNESS:

"4

SF502-A1

SF502-A3

SF502-A5-1

SF502-A5-2

SF502-A5-3

BOTTOM BRACE

LIFTING EYE

SHIM - 18" THICK

SHIIM - 14" THICK

SHIM - 12" THICK

ASTM A36

ASTM A36

ASTM A36

ASTM A36

ASTM A36

3L3x3x

0 3" 6" 9" 12"SCALE : 3"=1'-0"

AS DESIGNATED

PL THICKNESS

S O

L

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A T

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D B

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D E

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S

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B M

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T E

D B

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D A

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C O

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C H

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K E

D B

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IS

S

U E D

A T

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SHEET ID

A

B

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D

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1 98765432

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File details come from the government source that posted it. Updated .