Plans_-_Span_Lock.pdf

C.D. GOODWIN

VERTICAL LIFT RAILROAD BRIDGE

DACW33-00-C-0024

CAPE COD CANAL, BUZZARDS BAY, MASS.

10-22-2003

SD-0

AS NOTED

INDEX TO DRAWINGS

REV. DATE TITLE

SD-0 COVER SHEET AND INDEX

DESIGN FILEDRAWING NO.

SD-1

SD-2

SD-3

SD-4

SD-5

SD-6

SD-7

SD-8

SD-9

SD-10

SD-11

SD-12

SD-13

SD-14

SD-15

SD-16

SD-17

SD-18

SD-19

EL-1

EL-2

EL-3

ME-1

ME-2

ME-3

LIFT SPAN LOCKS-STRUCTAL ARRANGEMENTSD-1.dgn

UPPER SPAN LOCK PLATFORM ACCESS ARRANGEMENT

P-2 & P-5 STEEL REPAIRS - X-END CONNECTOR

P-2 & P-5 STEEL REPAIRS - TEMPORARY STRUT DETAIL

P-2 & P-5 STEEL REPAIRS - COLUMN END CONNECTOR

SD-2.dgn

SD-4.dgn

SD-3&5.dgn

SD-3&5.dgn

PROPOSED PERMANENT SPAN LOCK ACCESS PLATFORM

STEEL DETAILS - REAR BEARING STAND

SPAN LOCK ACCESS - EQUIPMENT PLATFORM "A"

SPAN LOCK ACCESS - LIFT SPAN WEST WALKWAYS

SPAN LOCK ACCESS - LIFT SPAN EAST WALKWAYS

SD-6.dgn

SD-7-8.dgn

SD-7-8.dgn

SD-0.dgn

SPAN LOCK ACCESS - EQUIPMENT PLATFORM

SPAN LOCK ACCESS - TOWER PLATFORM

SPAN LOCK ACCESS - TOWER PLATFORM

SPAN LOCK ACCESS - N.E. TOWER PLATFORM

SPAN LOCK ACCESS - N.E. TOWER PLATFORM

SPAN LOCK ACCESS - N.E. TOWER KNEE BRACE

SPAN LOCK ACCESS - LIFT SPAN WALKWAY HANDRAILS

SPAN LOCK ACCESS - LIFT SPAN WALKWAY SUPPORTS

0 10-22-03

4 10-22-03

4 10-22-03

3 10-22-03

1 11-22-02

3 10-20-03

1 12-18-02

2 12-24-02

2 12-24-02

1 12-24-02

1 12-24-02

1 12-24-02

1 12-24-02

1 12-24-02

3 10-20-03

2 10-20-03

EL-1.dgn

EL-1.dgn

EL-1.dgn

ME-1.dgn

ME-2.dgn

ME-3.dgn

4 10-20-03

4 10-20-03

1 10-20-03

ELECTRICAL COMPONENTS FOR SPAN LOCK CONTROLS

WIRING DIAGRAMS FOR SPAN LOCK CONTROLS

WIRING DIAGRAMS FOR SPAN LOCK CONTROLS

LIFT SPAN MECHANICAL UPPER LOCKS ARRANGEMENT

LIFT SPAN BAR GUIDES- GENERAL ARRANGMENT & DETAILS

LOCK BAR & LOCK BAR COMPONET DETAILS

COVER SHEET AND INDEX

SPAN LOCK ACCESS - LIFT SPAN PEDESTAL

FINAL DISTRIBUTION OF DRAWING DATA.

STRUT REPLACEMENT, THUS THEY ARE NOT INCLUDED IN THE

DRAWINGS SD-3 , 4, AND 5 WERE TEMPORARY MEMBERS DURING

BUZZARDS BAY, MASSACHUSETTS

VERTICAL LIFT RAILROAD BRIDGE,

UPPER SPAN LOCK MECHANICAL & STRUCTURAL ADDITION

AS BUILT

SD-09_R1.dgn

SD-1011_R1.dgn

SD-1011_R1.dgn

SD-12-14_R1.dgn

SD-12-14_R1.dgn

SD-12-14_R1.dgn

SD-1518_R1.dgn

SD-1518_R1.dgn

SD-1518_R1.dgn

SD-1518_R1.dgn

SD-19_R1.dgn

P.O. BOX 97

HOUSTON, PENNSYLVANIA 15342

Odyssey Contracting Corp.

DWG. NO.

DATEDESCRIPTIONREV.

REV.

DRAWN BY: DATE:

SCALE:

WITHOUT OUR EXPRESS WRITTEN CONSENT.

PURPOSE, OR REPRODUCED IN WHOLE OR IN PART, OR SHOWN TO ANY UNAUTHORIZED PERSON

LAWS AND IS SUBMITTED AS A CONFIDENTIAL DISCLOSURE. IT MAY NOT BE USED FOR ANY

DETAILS CONTAINED HEREIN IS UNPUBLISHED WORK UNDER THE COPYRIGHT TRADE SECRET

AND CONTAINS VALUABLE TRADE SECRET AND PROPRIETARY INFORMATION. THE DESIGN AND

THIS DRAWING WAS CREATED BY AND IS THE PROPERTY OF: ODYSSEY CONTRACTING CORP.

CONTRACT NO.

EL-1

D.N. GOODWIN

VERTICAL LIFT RAILROAD BRIDGE

DACW33-00-C-0024

CAPE COD CANAL, BUZZARDS BAY, MASS.

03-06-2002

ELECTRICAL COMPONENTS FOR SPAN LOCK CONTROL

NTS

2’-0"

4 ASSEMBLIES REQUIRED

CONDIUT & WIRES

FLEXIBLE ELECTRIC

FRONT VIEW

RIGHT SIDE VIEW

SPILL ENCLOSURE

SECONDARY WATERTIGHT

DOOR

SEE DETAIL ABOVE

UNFUSED DISCONNECT

DUAL VOLTAGE -

HYDRAULIC FLUID RESERVOIR

SECONDARY CONTAINMENT FOR

PAINTED STEEL ENCLOSURE W/

SPAN LOCK ACTUATING EQUIPMENT CABINET

ALL ELEMENTS REVISED 9-17-02

INSULATED TANK

3’-0"

SWITCHES

LIMIT

CONDUIT TO

W6x25 STAND W6x25 STAND

REV. WIRING AND COMPONENTS 1-3-03

POSITION

SPANLOCK THRUSTER

FEED FROM OLD

AS BUILT

REV. TO AS BUILT- SEE NOTE

REVISION NOTE:

THE WIRING AND HYDRAULIC DIAGRAMS PREVIOUSLY ON

THIS DRAWING HAVE BEEN MOVED TO THE EQUIPMENT

MANUAL SUPPLIED WITH THIS PROJECT

CONTAINMENT HOSE

INSIDE VINYL SECONDARY

HYD. LINES TO CYLINDER

P.O. BOX 97

HOUSTON, PENNSYLVANIA 15342

Odyssey Contracting Corp.

DWG. NO.

DATEDESCRIPTIONREV.

REV.

DRAWN BY: DATE:

SCALE:

WITHOUT OUR EXPRESS WRITTEN CONSENT.

PURPOSE, OR REPRODUCED IN WHOLE OR IN PART, OR SHOWN TO ANY UNAUTHORIZED PERSON

LAWS AND IS SUBMITTED AS A CONFIDENTIAL DISCLOSURE. IT MAY NOT BE USED FOR ANY

DETAILS CONTAINED HEREIN IS UNPUBLISHED WORK UNDER THE COPYRIGHT TRADE SECRET

AND CONTAINS VALUABLE TRADE SECRET AND PROPRIETARY INFORMATION. THE DESIGN AND

EL-2

D.N. GOODWIN 3

DACW33-00-C-0024

CAPE COD CANAL, BUZZARDS BAY, MASS.

03-07-2002

NTS

WIRING DIAGRAMS FOR SPAN LOCK CONTROL

NORTH TOWERSOUTH TOWER

LOCK

SPAN

S.W.

LOCK

SPAN

S.E.

LOCK

SPAN

N.E.

LOCK

SPAN

N.W.

HOUSE

OPERATOR’S

CONDUIT RUNS

UNLESS MARKED "EXIST."

EQUIPMENT OR CONDUIT

BOLD LINEWORK IS NEW

NOTE:

ONE LINE DRAWING

480 VOLT 3 PHASE

EXISTING NORMAL BUS 480 VOLT 3 PHASE

DISCONNECT

EXISTING

FUSES

EXISTING

LOOKING SOUTH AT PP 0 LOOKING SOUTH AT PP 0’

DISCONNECT

NON-FUSED

DISCONNECT

NON-FUSED

CABINET - TYPICAL

ON SPAN LOCK EQUIPMENT

NON-FUSED DISCONNECT

HYD. FLUID HEATING ELEMENT SUPPLY

120 VOLT - ONE LINE DRAWING

H H

UPPER SPAN LOCKS

S.E. S.W.N.E. N.W.

UPPER SPAN LOCKS

LIGHTING PANEL L-3

NORTH TOWER

LIGHTING PANEL L-2

SOUTH TOWER

HYDRAULIC TANKS

HEATING ELEMENT INSIDE

TEMPERATURE CONTROLLED

M M5HPNEW HYD. PUMP MOTORS

SPAN LOCK

N.E. UPPER

SPAN LOCK

N.W. UPPER

M M

SPAN LOCK

S.E. UPPER

SPAN LOCK

S.W. UPPER

5HP

ALL ELEMENTS REVISED 9-17-02

VERTICAL LIFT RAILROAD BRIDGE

1-3-03REV.WIRING AND CONDUIT RUNS

HYD. FLUID HEATING ELEMENT

BOTH NE & NW SPAN LOCK

1- 20 AMP CIRCUIT USED FOR

EXISTING LIGHTING PANEL L-3

HYD. FLUID HEATING ELEMENT

BOTH SE & SW SPAN LOCK

1- 20 AMP CIRCUIT USED FOR

EXIST. LIGHTING PANEL L-2

THERMAL OVERLOADS

CONTACTOR W/

EXIST.REVERSING

THERMAL OVERLOADS

REVERSING STARTERS

FUSES

DISCONNECTS

INSTALLED MCC

EXISTING IN 2003

TERMINAL CABINET

MACHINERY ROOM

NORTH TOWER

SPAN LOCK

INSTALLED AT EACH

VOLTAGE DISCONNECT

NON-FUSED DUAL

TERMINAL CABINET

MACHINERY ROOM

SOUTH TOWER

SPAN LOCK

INSTALLED AT EACH

VOLTAGE DISCONNECT

NON-FUSED DUAL

10-20-03

H H

1- 20 AMP CIRCUIT 1- 20 AMP CIRCUIT

CABINET

ANTC - TERMINAL

NORTH TOWER

CABINET

STC - TERMINAL

SOUTH TOWER

DISCONNECT SWITCH

TERMINALS ON

120 VOLTS

DISCONNECT SWITCH

TERMINALS ON

120 VOLTS

REVISED TO AS BUILT

AS BUILT

EXISTING TERMINAL BOX

P.O. BOX 97

HOUSTON, PENNSYLVANIA 15342

Odyssey Contracting Corp.

DWG. NO.

DATEDESCRIPTIONREV.

REV.

DRAWN BY: DATE:

SCALE:

WITHOUT OUR EXPRESS WRITTEN CONSENT.

PURPOSE, OR REPRODUCED IN WHOLE OR IN PART, OR SHOWN TO ANY UNAUTHORIZED PERSON

LAWS AND IS SUBMITTED AS A CONFIDENTIAL DISCLOSURE. IT MAY NOT BE USED FOR ANY

DETAILS CONTAINED HEREIN IS UNPUBLISHED WORK UNDER THE COPYRIGHT TRADE SECRET

AND CONTAINS VALUABLE TRADE SECRET AND PROPRIETARY INFORMATION. THE DESIGN AND

EL-3

WIRING DIAGRAMS FOR SPAN LOCK CONTROL

CAPE COD CANAL, BUZZARDS BAY, MASS.

DACW33-00-C-0024

C.D. GOODWIN 09-04-2002

NTS

VERTICAL LIFT RAILROAD BRIDGE

REV. WIRING DIAGRAMS 1-3-03

L1

L2

L3

B

W

C1

C1A

HOT

NEU.

XX

B

R N

Y E

L

O R

N G

B L

U

R E

D

B L

K

G R

N

#10 BLK

#10 RED

#10 BLU

LT BLU

WHT

PINK

VIOLET

120 VOLT 480 VOLT

HYDRAULIC PUMP

3 PHASE

5 HP, 480 VOLT,

HEATER

CONTROLLED FLUID

THERMOSTATICALLY

LIMIT SWITCH

FLUID LEVEL

LIMIT SWITCH

"DRIVEN"

LIMIT SWITCH

"PULLED"

43-SW

43-SW

43-SW

FLU-LVL

58-SW

FLU-LVL

58-SW

S P

A R

E

A

U

S

H

W

S

UPS-H1

UPS-H1

ORNG

BLU

RED

BLK

PINK

VIOLET

#10 BLK

#10 RED

#10 BLU

LT BLU

WHT

GRN

GROUNDGROUND

GROUND

YEL (SPARE)

BRN (SPARE)

X X

SPAN LOCK 4

SOUTH WEST UPPER

TERMINAL CABINET

MACHINE ROOM

SOUTH TOWER

11- #12 WIRES

3- #10 WIRES

1" CONDUIT

L1

L2

L3

B

W

C1

C1A

HOT

NEU.

XX

B

R N

Y E

L

O R

N G

B L

U

R E

D

B L

K

G R

N

#10 BLK

#10 RED

#10 BLU

LT BLU

WHT

PINK

VIOLET

120 VOLT 480 VOLT

HYDRAULIC PUMP

3 PHASE

5 HP, 480 VOLT,

HEATER

CONTROLLED FLUID

THERMOSTATICALLY

LIMIT SWITCH

FLUID LEVEL

LIMIT SWITCH

"DRIVEN"

LIMIT SWITCH

"PULLED"

24-NW

24-NW

24-NW

FLU-LVL

40-NW

40-NW

A

A

S

N

S

UPS-H1

ORNG

BLU

RED

BLK

PINK

VIOLET

#10 BLK

#10 RED

#10 BLU

LT BLU

WHT

GRN

GROUNDGROUND

GROUND

YEL (SPARE)

BRN (SPARE)

X X

SPAN LOCK 1

NORTH WEST UPPER

TERMINAL CABINET

MACHINE ROOM

NORTH TOWER

11- #12 WIRES

3- #10 WIRES

1" CONDUIT

L1

L2

L3

B

W

C1

C1A

HOT

NEU.

XX

B

R N

Y E

L

O R

N G

B L

U

R E

D

B L

K

G R

N

#10 BLK

#10 RED

#10 BLU

LT BLU

WHT

PINK

VIOLET

120 VOLT 480 VOLT

HYDRAULIC PUMP

3 PHASE

5 HP, 480 VOLT,

HEATER

CONTROLLED FLUID

THERMOSTATICALLY

LIMIT SWITCH

FLUID LEVEL

LIMIT SWITCH

"DRIVEN"

LIMIT SWITCH

"PULLED"

37-NE

37-NE

37-NE

FLU-LVL

24B-NE

24B-NE

A

A

S

B

B

S

B

B

UPS-H1

ORNG

BLU

RED

BLK

PINK

VIOLET

#10 BLK

#10 RED

#10 BLU

LT BLU

WHT

GRN

GROUNDGROUND

GROUND

YEL (SPARE)

BRN (SPARE)

X X

SPAN LOCK 2

NORTH EAST UPPER

TERMINAL CABINET

MACHINE ROOM

NORTH TOWER

11- #12 WIRES

3- #10 WIRES

1" CONDUIT

L1

L2

L3

B

W

C1

C1A

HOT

NEU.

XX

B

R N

Y E

L

O R

N G

B L

U

R E

D

B L

K

G R

N

#10 BLK

#10 RED

#10 BLU

LT BLU

WHT

PINK

VIOLET

120 VOLT 480 VOLT

HYDRAULIC PUMP

3 PHASE

5 HP, 480 VOLT,

HEATER

CONTROLLED FLUID

THERMOSTATICALLY

LIMIT SWITCH

FLUID LEVEL

LIMIT SWITCH

"DRIVEN"

LIMIT SWITCH

"PULLED"

57-SE

57-SE

57-SE

FLU-LVL

44-SE

44-SE

A

A

S

S

UPS-H1

ORNG

BLU

RED

BLK

PINK

VIOLET

#10 BLK

#10 RED

#10 BLU

LT BLU

WHT

GRN

GROUNDGROUND

GROUND

YEL (SPARE)

BRN (SPARE)

X X

SPAN LOCK 3

SOUTH EAST UPPER

TERMINAL CABINET

MACHINE ROOM

SOUTH TOWER

11- #12 WIRES

3- #10 WIRES

1" CONDUIT

120V-HOT

120V-NEU

ANTC-TB1

ANTC-TB1

STC-TB1

STC-TB3

STC-TB1

STC-TB3

ANTC-TB4

ANTC-TB4

120 VOLT

20 AMP CIRCUIT

TO LIGHT PANEL

120 VOLT

20 AMP CIRCUIT

TO LIGHT PANEL

120 VOLT

20 AMP CIRCUIT

TO LIGHT PANEL

120 VOLT

20 AMP CIRCUIT

TO LIGHT PANEL

REDRAWN TO AS BUILT 10-20-03

AS BUILT

P.O. BOX 97

HOUSTON, PENNSYLVANIA 15342

Odyssey Contracting Corp.

DWG. NO.

DATEDESCRIPTIONREV.

REV.

DRAWN BY: DATE:

SCALE:

WITHOUT OUR EXPRESS WRITTEN CONSENT.

PURPOSE, OR REPRODUCED IN WHOLE OR IN PART, OR SHOWN TO ANY UNAUTHORIZED PERSON

LAWS AND IS SUBMITTED AS A CONFIDENTIAL DISCLOSURE. IT MAY NOT BE USED FOR ANY

DETAILS CONTAINED HEREIN IS UNPUBLISHED WORK UNDER THE COPYRIGHT TRADE SECRET

AND CONTAINS VALUABLE TRADE SECRET AND PROPRIETARY INFORMATION. THE DESIGN AND

SCALE: 1" = 1’-0"

4’-4�"

W TOWER COLUMNL

1’-10�"

TO C GUIDEL

2’-2 "

STROKE

4’-5"

SECTION A-A

SCALE: 1" = 1’-0"

NEW 1�" BAR GRATING

�" 2’-2�" 1’-10�" 1"

W TOWER COLUMNL

L

2’-9"

END OF SPAN)

(VARIES AT EXPANSION

AT FIXED END OF SPAN

REQUIRED AT FOUR LOCATIONS.

2. ALL PARTS ARE NEW UNLESS OTHERWISE NOTED.

5. ALL STEEL PLATES AND SHAPES REQUIRED FOR MACHINERY SUPPORTS SHALL BE

ASTM A 588, GRADE 50, UNLESS NOTED.

8. TIME OF OPERATION OF SPAN LOCK IS APPROXIMATELY 10 SECONDS.

TO EDGE OF EXISTING GUSSET PLATE

SPAN SUPPORT BRACKET

AT L0 OR L0’ AND

C LIFT SPAN/TRUSS

EXIST. STRUT

LOCK BAR

SEE NOTE 7

ALIGNMENT OF LOCK BAR

AS SHOWN SW & NE: OPPOSITE HAND

LOCK BAR MACHINERY SE & NW:

AS SHOWN SW & NE: OPPOSITE HAND

LOCK BAR MACHINERY SE & NW:

SHEET ME-2 FOR DETAILS

FRONT BAR GUIDE SEE

PIPING. MOUNT GREASE FITTINGS ON GUSSET PLATE AT A HEIGHT OF 42" ABOVE THE

SUPPORT PLATFORM.

FITTINGS

GREASE

LINES

STEEL GREASE

�" STAINLESS

TO GUSSET PLATE

MOUNTED ON BRACKET ATTACHED

GREASE FITTINGS (12 REQUIRED)

LINES (SEE NOTE 10)

EXTENDED GREASE

�" STAINLESS STEEL

D.N. GOODWIN

VERTICAL LIFT RAILROAD BRIDGE

DACW33-00-C-0024

CAPE COD CANAL, BUZZARDS BAY, MASS.

03-06-2002

ME-1

2’-2" STROKE

4’-3"1’-0�"

VARIES

9�"

MAIN COUNTERWEIGHT

1’-9�"+

C TOWER COLUMNL

18" 2"+

LOCK BAR

NEW 6�"x9"

C 1"O DRAIN HOLEL

C LIFT SPAN TRUSSL

LSPAN GUSSET P

EXISTING LIFT

3’-1"+-

8"

LOCK BAR

TO PROVIDE CLEARANCE FOR NEW

THROUGH CENTERLINE OF COLUMN

STRAP PLATE AND DIAPHRAGM PLATE

7"x6�" SECTION REMOVED FROM

BO

EL. 244’-11�"

LO

EL. 241’-4�"

EL. 241’-2�"

A

B B

ELEVATION B-B

PLAN VIEW C-C

C

C

SCALE: 1" = 1’-0"

HYDRAULIC LINES

MODULE

CONTROL AND PUMP

SPAN LOCK ACTUATOR

L

EL. 242’-5�"

(4 REQUIRED)

FOR ENLARGED VIEW AND DETAILS

REAR BAR GUIDE-SEE SHEET ME-2

LIFT SPAN MECHANICAL UPPER LOCKS - ARRANGEMENT

AS NOTED

5’-0"

1’-7"

W A

L K

W A

Y

12’-5�"

SPAN LOCK BAR

MANUAL EXTRACTION OF

PEDESTAL ANCHOR FOR

4. NEW BRONZE SHALL BE ASTM B 22, ALLOY 911.

6. ALL STRUCTURAL BOLTS SHALL BE �" DIAMETER HIGH STRENGTH BOLTS UNLESS NOTED.

UPPER SPAN LOCK GENERAL NOTES:

MACHINERY PLATFORM. GREASE LINES TO BE �" STAINLESS STEEL SCHEDULE 40

10. EXTENDED GREASE LINES TO BE PROVIDED FROM FRONT BAR GUIDE PLATES TO

LIMIT SWITCHES

GEN. REV. STAND AND LOCK 9-18-02

�" P ON STRUT

BO

B4 (4-REQUIRED)

1"x18"x8" BRONZE PLATE

VERTICAL PLANES FORMED BY THE FRONT AND REAR GUIDES.

7. LOCK BAR ALIGNMENT IS TO BE TRUE AND PARALLEL IN THE HORIZONTAL AND

GEN. REV. STAND AND LOCK 11-22-02

2"

HEX HEAD SCREWS

NEW �"-20 UNFx1�" LONG

(16 REQUIRED)

HEX HEAD SCREWS,

�"-20 UNF 1�" LONG

1’-1�" 1’-3�"

L

IF

T

F

L

O

S

IT

IO

N

G

B

M

X

W H

E N

VARIES

12-23-02REVISED TO MATCH SHOP DETAILS

HYDRAULIC CYLINDER

OVERTRAVEL LIMIT BAR

6�"x9" LOCK BAR

HYDRAULIC PUMP ENCLOSURE

DISCONNECT BOX

4’-7�"

SPAN LOCK BAR

MANUAL EXTRACTION OF

PEDESTAL ANCHOR FOR

REVISED TO AS BUILT 10-20-03

1. NEW UPPER SPAN LOCK SYSTEMS ARE

3. ALL MACHINERY SHALL BE MOUNTED USING BOLTS CONFORMING TO ASTM A325, TYPE 3.

9. WORK THIS SHEET WITH ME-2, ME-3 AND SD-1.

AS BUILT

SECONDARY CONTAINMENT HOSE

HYDRAULIC LINE IN

SHOWN FOR CLARITY

CONTAINMENT HOSE NOT

P.O. BOX 97

HOUSTON, PENNSYLVANIA 15342

Odyssey Contracting Corp.

DWG. NO.

DATEDESCRIPTIONREV.

REV.

DRAWN BY: DATE:

SCALE:

WITHOUT OUR EXPRESS WRITTEN CONSENT.

PURPOSE, OR REPRODUCED IN WHOLE OR IN PART, OR SHOWN TO ANY UNAUTHORIZED PERSON

LAWS AND IS SUBMITTED AS A CONFIDENTIAL DISCLOSURE. IT MAY NOT BE USED FOR ANY

DETAILS CONTAINED HEREIN IS UNPUBLISHED WORK UNDER THE COPYRIGHT TRADE SECRET

AND CONTAINS VALUABLE TRADE SECRET AND PROPRIETARY INFORMATION. THE DESIGN AND

TYP. �"R

B2-8 REQUIRED

ASTM B22, ALLOY 911

BRONZE P B1L

ASTM B22, ALLOY 911

NOTES:

�"O HOLE,

WITH �" PIPE

TAP FOR EXTENDED

GREASE LINE CONNECTION

D.N. GOODWIN

VERTICAL LIFT RAILROAD BRIDGE

DACW33-00-C-0024

CAPE COD CANAL, BUZZARDS BAY, MASS.

03-06-2002

ME-2

9"

" 0

T

Y P

0�"

2"

0�"

0�"

1"THICK

SLOT -TYP.

�" RAD

SCALE: 3" = 1’-0"

L

7"

SCALE: 3" = 1’-0"

WORK THIS DRAWING WITH DRAWINGS ME-1 AND SD-1.

4-REQUIRED

REAR BAR GUIDE

SCALE: 1�" = 1’-0"

AND ACTUATOR STAND

B

B

VIEW B-B

SCALE: 1�" = 1’-0"

D D

SCALE: 1�" = 1’-0"

AS NOTED

SECTION D-D

L

L

244’-7�

BO

�" P STIFF.L

7�" 4"

2�"

�" PL

AND SHIM SETS

BRONZE BEARING PLATES

�" PL

�" P

L

L

L4x4x �"

L4x4x �"

1’-7�"

9�"9�"

1’-7"

242’-5�" T/ �" PLATE

6�"x 9" LOCK BAR

GEN. REV. OF STAND & LOCK BAR

EXIST. STRUT

EXIST. STRUT

PILLOW BLOCK

PILLOW BLOCK

�" DIA BOLTS

1’-4�"4"

1’-8�"

C HYD. CYLINDER

L

C STANDL

1’-4�"

�" PL

W6x25

W6x25

PILLOW BLOCK (2)

BROWNING 1.75" DIA.

�" P STIFF.

9-18-02

10 TOTAL

�" DIA. H.S. BOLT

1"7"1"

4�"4�"

12-REQUIRED

�"O HOLE

244’-7�

SIDE

CHANNEL

SIDE

LAND

�" P

�" P

L

L

BO

C O

L

H O

L E

COL. HOLE

FOR 1" DIA. BOTS - U.N.O.

ALL HOLES 1�" DIA.

BETWEEN PLATES WHEN FIELD ASSEMBLED

L

L

L

L

�" P STIFF.L

L2x2x�"

L

ASTM B22, ALLOY 911

4 REQUIRED

1’-6"

4" 10" 4"

�"-13 UNC THREADS

BRONZE P B4

1" BOTTOM PLATE

& SHIM PACK

7"

1" 5" 1"

2�"

1"1"

1�"3�"3�"3�"1�"

6�" 6�"

1’-1�"

" 3

3�"3�"

�" FILL P’S

1-P-�"x7"x0’-10"

1-P-�"x7"x0’-11�"

�" FILL P

FRONT BAR GUIDE

4-REQUIRED

SECTION C-C

C

C

SCALE: 1�" = 1’-0"

SCALE: 1�" = 1’-0"

DETAILS

REVISED ALL COMPONENTS TO MATCH

11-21-02

1" THICK BRONZE PLATE

DRILL AND TAP �" DEEP

ON SOLID FACE

32 MICROINCH FINISH

10�"

SHIM PACK

BRONZE BEARING BLOCK- B1

& SHIM PACK

�" BEARING PLATE - B3

TYP. 2 PLACES

REVISED LOCK BAR LENGTH 12-18-02

7"

1"5"1"

�"O HOLE

BRONZE P B2 BRONZE P B3

ASTM B22, ALLOY 911

B3-8 REQUIRED

SCALE: 3" = 1’-0"

L

�"O HOLES

1"

�" GREASE HOLE

26" STROKE

HANNA HYD. CYLINDER

0�"

DRILL AND TAP FOR �" -13 UNC

THREADS

0�"TYP.

2" 3" 2"

T

Y P

T

Y P

T

Y P

TYP. �"R

T

Y P

NEAR SIDE

COUNTERSINK

0�"TYP.

COUNTERBORE IF REQ’D

OF PLATE TO BE �" TO �" -

BOLT HEAD DEPTH FROM TOP

SHOP NOTE:

SCALE: 3" = 1’-0"

SEE DETAIL T.D.

BOTH SIDES

BRONZE P B2

SEE DETAIL T.D.

TOP AND BTM

BRONZE P B1

MOVED LOCK BAR TO DRWG. ME-3

REVISED ALL TO AS BUILT

10-20-03

LIFT SPAN LOCK BAR GUIDES - GEN. ARRGT. AND DETAILS

L3x3x�"

TRAVEL LIMIT SWITCH

LIMIT SWITCH ACTUATOR

1�" DIA. CLEVIS PIN

FOR MANUAL PULLBACK

1�" O HOLE

A325 GALV. BOLTS

�" O x 12" LG

4" UP FROM BASE

GUSSET PLATE - CLIP 2X2 ANGLE

EXISTING STRUT CONNECTION

7�"7�"

AS BUILT

DRILL AND TAP

THREADS

FOR �"-20 UNF

P.O. BOX 97

HOUSTON, PENNSYLVANIA 15342

Odyssey Contracting Corp.

DWG. NO.

DATEDESCRIPTIONREV.

REV.

DRAWN BY: DATE:

SCALE:

WITHOUT OUR EXPRESS WRITTEN CONSENT.

PURPOSE, OR REPRODUCED IN WHOLE OR IN PART, OR SHOWN TO ANY UNAUTHORIZED PERSON

LAWS AND IS SUBMITTED AS A CONFIDENTIAL DISCLOSURE. IT MAY NOT BE USED FOR ANY

DETAILS CONTAINED HEREIN IS UNPUBLISHED WORK UNDER THE COPYRIGHT TRADE SECRET

AND CONTAINS VALUABLE TRADE SECRET AND PROPRIETARY INFORMATION. THE DESIGN AND

NOTES:

D.N. GOODWIN

VERTICAL LIFT RAILROAD BRIDGE

DACW33-00-C-0024

CAPE COD CANAL, BUZZARDS BAY, MASS.

03-06-2002

ME-3

AS NOTED

A

LOCK BAR

SCALE: 1�" = 1’-0"

A

SECTION A-A

SCALE: 1�" = 1’-0"

FORGED STEEL, ASTM A668 CLASS H (4-REQUIRED)

6�"

TYP. ALL EDGES

�" CHAMFER

2"

1" RAD.

15° CHAMFER EDGE

C STAND COLUMN C

L L

LIFT SPAN

C PANEL POINTL

2"

(LOCK ENGAGED)

2’-7"5"

BRONZE CONTACT BRONZE CONTACT

2’-6"5"

LC WORK LINE

3�"3�"

1�"1�"

2"

5"

(145�")

SHIM PACK

�" DIA. BOLTS

1’-10�"

ALL AROUND END

TYP.

FINISH NOTE:

ARE MINIMUM REQUIRED. SHOP MAY ELECT TO FINISH A LARGER AREA.

FINISH. FINISH 4 SIDES UNLESS NOTED. CONTACT AREAS SHOWN

TO 32 MICROINCH. ALL OTHER SURFACES TO BE 125 MICROINCH

ALL LOCK BAR SURFACES THAT CONTACT BRONZE TO BE FINISHED

�" DIA. A325 BOLTS

�" o HOLES

1" PL

1�" o HOLE

9"

�" PL

1�"o HOLE

�" P

1" PL

L

W/O SHIMS

12’-1�"

11"3’-6"2"5’-8�"1’-1�"9"

4"

2’-11"5’-0"3’-0"1’-5�"

4"

4" R

10-20-03LOCK BAR FORMERLY ON DRWG. ME-2

REVISED ALL TO AS BUILT

B

B

L

3’-8"1’-1"

SECTION B-B

SCALE: 1�" = 1’-0"

C

C

SCALE: 1�" = 1’-0"

VIEW C-C

3�"3�"

" 1�

1�

0�"

5�"

"4

7"

1"1" 5"

2�" 2�"

LOCK BAR

2�

1�

FLANGE TO �"

CUT ANGLE

�" O HOLE IN ANGLE

W/ 4 S.S. HALF HUTS

�" O x 3" LG STAIN. STL. BOLT

2" DEEP

DRILL AND TAP FOR �" O -13 UNC BOLTS

FIELD LOCATE ACTUATORLOCK BAR

7�

�" O x 2" LG BOLTS

WORK THIS DRAWING WITH DRAWINGS ME-1, ME-2 AND SD-1.

SHOP ACTUALLY FINISHED ENTIRE BAR FROM C STAND TO CHAMFERED END.

AS BUILT NOTE:

SEE DETAIL BELOW FOR CLEVIS PIN

3�"

1�"

3"

CLEVIS PIN COMPONENTS

CLEVIS PIN SAFETY PINWASHERSSHIM

THROUGH 1�" O HOLE

ROLLED AND TRIM TO FIT

3" x 5�" x�" BRASS

EA. ASSEMBLY

1- �" THK

2- �" THK

6�"

0�" 0�"

CHAMFER5�"

1 EA. ASSEMBLY

1 EA. ASSEMBLY

1 EA. ASSEMBLY

O.D.

I.D.

D

IA

.�"O HOLE

�" ROD PULL RING

4 ASSEMBLIES REQUIRED

D

IA

WELDED CONSTRUCTION

NO FILLET

BOLT ON COMPONENTS TO BE A588, GRADE 50 STEEL

SCALE: 3" = 1’-0"

LOCK BAR & LOCK BAR COMPONENTS DETAILS

12" LG. - GALVANIZED

1�" 5�" 2"

SHIM PACK

6�"

1�" 3�" 1�"

�" o HOLES

CLEVIS ATTACHMENT SHIMS

SCALE: 1�" = 1’-0"

SEE DETAL THIS DRWG.

THICKNESS AS NEEDED

6�"x 9" SHIM PLATES

BY FIELD

& �" SHIMS AS REQUESTED

SHOP PRODUCE �", �"

AS BUILT

1" MIN.

M

IN

SPRING STEEL WIRE PIN

P.O. BOX 97

HOUSTON, PENNSYLVANIA 15342

Odyssey Contracting Corp.

DWG. NO.

DATEDESCRIPTIONREV.

REV.

DRAWN BY: DATE:

SCALE:

WITHOUT OUR EXPRESS WRITTEN CONSENT.

PURPOSE, OR REPRODUCED IN WHOLE OR IN PART, OR SHOWN TO ANY UNAUTHORIZED PERSON

LAWS AND IS SUBMITTED AS A CONFIDENTIAL DISCLOSURE. IT MAY NOT BE USED FOR ANY

DETAILS CONTAINED HEREIN IS UNPUBLISHED WORK UNDER THE COPYRIGHT TRADE SECRET

AND CONTAINS VALUABLE TRADE SECRET AND PROPRIETARY INFORMATION. THE DESIGN AND

X

Y

C 1"O DRAIN HOLE

B0

3"

VARIES

9�"

2"

BO

EL. 241’-4�"

N.T.S.

LOCATION OF UPPER

L0

L1

U0

U1

A0A1

B0 L1

C1 U0

U1

L0

L1

U0

U1

A0A1

L1

C1 U0

U1

L0

L1

U0

U1

A0A1

L1

C1 U0

U1

SPAN LOCK SUPPORT

RAISED POSITION

LIFT SPAN IN THE

SUPPORT BRACKET

LOCATION OF NEW SPAN

SUPPORT SYSTEM

SPAN LOCK AND LOCK

LOCATION OF NEW UPPER

NORTH TOWER SIMILAR)

(SOUTH TOWER SHOWN-

(4 LOCK SUPPORTS REQUIRED)

SECTION Y-Y

SCALE: �"=1’-0"

C TOWER COLUMNLLL

EL. 245’-0�"

EL. 244’-11�"

EXISTING

18"O MAN HOLE

H.S. BOLTS

C NEW 1"OL

L

SECTION Z-Z

SCALE: �"=1’-0"

SCALE: �"=1’-0"

PLAN OF EXISTING TOWER STRUT B1-B0

LIMITS OF REMOVAL

P �"x24" (TYP.)L

BARS (TYP.)

2�"x�" LACING

REMOVE EXISTING

31’-10" C. TO C.

2"

WORKL!NE OF TOWER COLUMN

C TOWER COLUMNL

L

1’-0�"

POST (TYP.)

RAILING AND

NEW L4"x4"x�"

NEW L4"x3"x�"

NEW �" PL

�" P

NEW

L

EL. 242’-5�"

(TYPICAL FOR STRUT)

C NEW �"O H.S. BOLTSL

Y

EL. 244’-11�"

Z

Z

A’

A’

LO

EL. 241’-4�"

EL. 241’-2�"

E L

N

.S

B O

L T

S

C TOWER COLUMNL

WORK LINE OF TOWER COLUMN

SPAN AT LO OR LO’

C LIFT TRUSSL

RAISED POSITION

LIFT SPAN IN THE

3’-6"

SECTION X-X

SCALE: �"=1’-0"

TOWER COLUMN

C STRUT AND

(TYP.)

NEW L3�"x3�"x�"

C’

C’

MAIN COUNTERWEIGHT

1’-9�"+-

2’-2�" 1’-10�"

L

C TOWER COLUMNL

1"

18" 2"+-

LOCK BAR

NEW 6�"x9"

C 1"O DRAIN HOLEL

C LIFT SPAN TRUSSLL

AND SPAN SUPPORT BRACKET

C LIFT SPAN TRUSS AT LO OR LO’L

LSPAN GUSSET P

EXISTING LIFT

3’-1"+-

X

SCALE: �"=1’-0"

PLAN VIEW

L

2"

1"

3"

NEW 1" P

L

7" 11"L

2’-6�"

SCALE: �"=1’-0"

L 3�"x3�"x�" (TYP.)

B1

L0

DENOTES NEW H. S. BOLTS

DENOTES EXISTING RIVETS REPLACED WITH NEW H.S. BOLTS

DENOTES EXISTING RIVETS.

DENOTES DRAIN HOLE.

AT THE FIXED END OF THE LIFT SPAN.

AT THE EXPANSION END OF THE LIFT SPAN.

SECTION C’-C’

B’

B’

B’

SECTION A’-A’

PLATE

STRAP

PLATE

DIAPHRAGM

7"

EL. 244’-2"

PLATE, NEAR SIDE

EXISTING DIAPRHAGM

BAR, 6�"x9"

NEW LOCK

EL. 244’-8�"

PLATE BEYOND

EXISTING STRAP

FOR THE LOCK BAR

PLATE TO PROVIDE CLEARANCE

OF STRAP PLATE AND DIAPHRAGM

REMOVE 7"x6�" SECTION

WITH NEW H.S. BOLTS.

AND REPLACE THE 4 EXISTING RIVETS ( )

NOTE: ADD TWO NEW BOLTS ( ) AS SHOWN

EL. 241’-4�"

SECTION B’-B’

SCALE: �"=1’-0"

COLUMN

C TOWER

DETAIL, TYP.

RAILING AND PLATFORM

(TYP.)

1" MIN. RADIUS

CORNERS WITH

D.N. GOODWIN

VERTICAL LIFT RAILROAD BRIDGE

DACW33-00-C-0024

CAPE COD CANAL, BUZZARDS BAY, MASS.

03-06-2002

SD-1

SCALE: �"=1’-0"

AS NOTED

4’-3"

AROUND PLATFORM

RAILING ALL

APPROX. 12’

NOTE:

NEW SPAN LOCK

ELECTRICAL SUPPLY TO

NEW L2�"x2�"x�"

WELDED CONSTRUCTION

NEW �" PLATE

SPAN LOCK BAR

MANUAL EXTRACTION OF

PEDESTAL ANCHOR FOR

1�" BAR GRATING

12’-5�"

W A

L K

W A

Y1�" BAR GRATING

L

L

BO

12’-6�"x 1’-8"

NEW �" SUPPORT P

GENERAL STRUCTURAL REVISIONS 9-18-02

BOLT KEY:

EXIST. BAR LACING TO REMAIN

EXIST. LACING TO REMAIN

WELDED BRACKET

NEW L4"x4"x�"

BOTH SIDES OF NORTH AND SOUTH TOWER.

NOTE: REMOVE LACING BARS ON TOP ONLY OF TOWER STRUT ON

EL. 244’-7�"

SEE DRWG. ME-2

BRONZE P B4

NEW 1"x8"x18"

�" P

1" P

FOR MORE DETAIL

SEE FRONT BAR GUIDE, DRWG. ME-2

1" BRONZE PLATE -B4

GENERAL EQUIPPMENT REVISIONS 11-22-02

2"

4:4�"

HEX HEAD SCREWS

�"-13 UNC x 1�" LONG

REVISED TO MATCH SHOP DETAILS 12-23-02

4. SEE DRWGS. SD-7 THRU SD-19 FOR SHOP DETAILS

3. SEE DRWG. SD-2 & SD-6 FOR ACCESS PLATFORM DESIGN.

2. SEE DRWGS. ME-2 AND ME-3 FOR SPAN LOCK COMPONENT DESIGNS.

1. FOR UPPER SPAN LOCK GENERAL NOTES, SEE SHEET ME-1.

LIFT SPAN LOCKS - STRUCTURAL ARRANGEMENT

1�" BAR GRATING

TYP.

EL. 245’-5�"

AS BUILT

10-20-03REVISED TO AS BUILT

P.O. BOX 97

HOUSTON, PENNSYLVANIA 15342

Odyssey Contracting Corp.

DWG. NO.

DATEDESCRIPTIONREV.

REV.

DRAWN BY: DATE:

SCALE:

WITHOUT OUR EXPRESS WRITTEN CONSENT.

PURPOSE, OR REPRODUCED IN WHOLE OR IN PART, OR SHOWN TO ANY UNAUTHORIZED PERSON

LAWS AND IS SUBMITTED AS A CONFIDENTIAL DISCLOSURE. IT MAY NOT BE USED FOR ANY

DETAILS CONTAINED HEREIN IS UNPUBLISHED WORK UNDER THE COPYRIGHT TRADE SECRET

AND CONTAINS VALUABLE TRADE SECRET AND PROPRIETARY INFORMATION. THE DESIGN AND

EE

D.N. GOODWIN

VERTICAL LIFT RAILROAD BRIDGE

DACW33-00-C-0024

CAPE COD CANAL, BUZZARDS BAY, MASS.

03-06-2002

SD-2

AS NOTED

G2"

BO

�" P

NEW

L

EL. 242’-5�"

EL. 241’-4�"

C TOWER COLUMNL

WORK LINE OF TOWER COLUMN

L

3’-6"

SCALE: �"=1’-0"

MAIN COUNTERWEIGHT

C TOWER COLUMN

L

3’-1"+-

SCALE: �"=1’-0"

L K

W A

Y

1�" BAR GRATING

POST (TYP.)

RAILING AND

L

NEW L2�"x2�"x�"

7’-5"

C LIFT SPAN STRUTL

EL. 241’-2�"

PLAN VIEW D-D

ELEVATION VIEW E-E

SCALE: �"=1’-0"

F

H

SCALE: �"=1’-0"

SECTION H-H

WL

CL

4’-10"

1’-9�"2’-1�"

INSIDE COL. ANGLES

2’-8�" 5’-7�"

12’-3"

12’-6�" 4’-5�"

5’-8�"

CL STAND

5’-0�" 5’-0" 1’-1�"

6"

1"

3’-0" 3’-0" 3’-0" 2’-8�" 4’-9�"

12’-2"

EXIST LIFT SPAN WALKWAY

C10x15.3

C10x15.3

C x .3

C x

.3

F

G

ELEVATION VIEW G-G

SCALE: �"=1’-0"

L4x4x� KNEE BRACE

SPAN AT LO OR LO’

C LIFT TRUSS

L 6x6x�"

�" GUSSET PL

L 2�x 2�x � HANDRAIL AND POSTS

BK/BK ’s

2" CLEAR

C COLUMN

45°

45°

�" GUSSET P’s OR ANGLESL

L

1’-8�"1’-9"

L4x4x� BRACE

1�" GRATING

EXIST. LACING TO REMAIN

L4"x4"x�"

L3�"x3�"x�"

�" P DIAPHRAM

ALL NEW BOLTS - �" DIA. H.S.

TYP.

1�" GRT’G

�"x 4" TOE PLATE OF EXIST. BAR LACING

�" PLATE IN PLACE

C COLUMN

L

3’-0"

C LIFT SPAN TRUSS

L

L4x4x� BRACE

BK/BK ’s

EXIST. LIFT SPAN WALKWAY

LIFT SPAN FLOOR BEAM

SECTION F-F

EXIST. GUSSET PLATE

L4"x4"x�" BRACKET - TYP.

T/P & T/GRTG.L

DD

GENERAL REVISION 10-11-02

5’-8�"

AND FIELD WELDED APPLICATIONS

ERECTION WILL BE BOTH FIELD BOLTED

NOTE:

5"

L

5’-0"

EL. 244’-2�"ELEV. 244’-2�"

T/GRT’G.

EAST PLATFORM. SEE DRWG SD-6

PLATFORMS. IT IS 13’-0" AT THE NORTH

THIS DIM. GOOD FOR SE, SW, AND NW

NOTE:

(13’-0")

(11’-2�")

(17’-10")

2’-5"

3’-5"7’-4"

L4x4x� BRACE

C10x15.3

REVISED ELEV. OF PLATFORM 11-22-02

BO

C MAN. PEDESTAL

7M18P3

�" PLATE- 8P1

A R

A R

A R

A R

HANDRAIL - 11HR1

R

HANDRAIL - 11HR2 R

9G1

H

R

B

R

R

R R R

B

B

B

B

10B1 R

11HR4

R

GRT’G- 11G1

B

R

G R

T ’G

G

H R

R

H R

R

17HR3

R

18B2

BRACKET

CHORD

BOTTOM

11HR4

R

17HR3

R

17HR2

R

16B1 R

18KB1

R

�" GUSSET P’sL

BOTTOM CHORD

BRACKET -18B2

ARE ON DRAWINGS SD-9, SD-11, SD-13, SD-15, AND SD-16.

FOR FOUR ACCESS PLATFORMS. ADDITIONAL ERECTION DIAGRAMS

PLATFORM. SEE DRAWING SD-6 FOR LOCATIONS AND VARIATIONS

THIS DRAWING IS THE SOUTH TOWER, EAST SIDE SPAN LOCK

NOTES:

12-24-02UPDATED TO DETAILS & ADDED MARKS

UPPER SPAN LOCK PLATFORM ACCESS ARRANGEMENT

9B1 TO 9B4

R R

MANUAL WITHDRAWAL PEDESTAL - 8P3

HANDRAIL - 11HR2

R

11HR3

HANDRAIL - 11HR1

R

8P2

L6"x3�"x�"- LLH

TYPICAL WELDS

TYP.

�" o FIT-UP BOLT

�" GUSSET PLATE

ANGLE BRACES

ANGLE OR CHANNEL

4’3" 1’-0�"

FIELD TO ASSEMBLE PLATFORMS AND SUPPORT COMPONENTS

USING �" DIA. FIT-UP BOLTS. WHEN ALL COMPONENTS ARE

INSTALLED AND ALIGNED, ALL SINGLE BOLT CONNECTIONS

ARE TO BE FIELD WELDED AS SHOWN ABOVE. TWO BOLT

CONNECTIONS FOR HANDRAIL POSTS DO NOT GET WELDED.

2’-0�"

1"

2’’-6"

11HR1

R

11HR4

L

19B1

C10x15.3

L4"x3"x�"

C10x15.3

SEE CHART

L

S. E. TOWER

S. W. TOWER

N. W. TOWER

N. E. TOWER

4’-7�"

4’-7�"

4’-9�"

10’-6�"

OF PEDESTAL TO C OF WALKWAY

AS BUILT DIMENSION FROM FACE

GENERAL ARRANGEMENT OF PLATFORM AT SOUTH EAST TOWER

OTHER TOWERS SIMILAR - SEE NOTE

AS BUILT

10-20-03REVISED TO AS BUILT

P.O. BOX 97

HOUSTON, PENNSYLVANIA 15342

Odyssey Contracting Corp.

DWG. NO.

DATEDESCRIPTIONREV.

REV.

DRAWN BY: DATE:

SCALE:

WITHOUT OUR EXPRESS WRITTEN CONSENT.

PURPOSE, OR REPRODUCED IN WHOLE OR IN PART, OR SHOWN TO ANY UNAUTHORIZED PERSON

LAWS AND IS SUBMITTED AS A CONFIDENTIAL DISCLOSURE. IT MAY NOT BE USED FOR ANY

DETAILS CONTAINED HEREIN IS UNPUBLISHED WORK UNDER THE COPYRIGHT TRADE SECRET

AND CONTAINS VALUABLE TRADE SECRET AND PROPRIETARY INFORMATION. THE DESIGN AND

L

8 L

L

L

L

BAR �"x 1�"x 4’-0" FOR HANDLES

FOR HANDLESBAR �"x 1�"x 1’-3"

CUT 1 END SQ.

GENERAL BILL OF MATERIAL

MARK

REQ’D

NO.

MAT’L SPEC DESCRIPTION REMARKS WT.

05-08-02

1"= 1~0"

SD-3

VERTICAL LIFT RAILROAD BRIDGE

CAPE COD CANAL, BUZZARDS BAY, MASS.

D.N.GOODWIN

DACW33-00-C-0024

11"

5�" 5�"

2�" 2�"

11�"

1’-7�"

10�"

P-2 & P-5 STEEL REPAIRS - X-END CONNECTOR

4�"4�" a b c f g h i j k m n p q r s t u v w x y z aa ab ac ad ae af e d

ONE - X-END CONNECTOR - 3-M-1

ONE A-36 STL

d a b c

HP 10x42 x 4’-6"

P �" x 13" x 1~10"

ONE P �" x 11" x 1~3"

P �" x 7" x 2~0"2

‘ 5 x 4 x�" x 1’-4"2

ONE - SPACER PACK - 3-M-2

P 1" x 7" x 1’-1"A-36 STL

P �" x 7" x 1’-1"

P �" x 7" x 1’-1"

P �" x 7" x 1’-1"

ONE

ONE

P.O. BOX 97

HOUSTON, PENNSYLVANIA 15342

Odyssey Contracting Corp.

DWG. NO.

DATEDESCRIPTIONREV.

REV.

DRAWN BY: DATE:

SCALE:

WITHOUT OUR EXPRESS WRITTEN CONSENT.

PURPOSE, OR REPRODUCED IN WHOLE OR IN PART, OR SHOWN TO ANY UNAUTHORIZED PERSON

LAWS AND IS SUBMITTED AS A CONFIDENTIAL DISCLOSURE. IT MAY NOT BE USED FOR ANY

DETAILS CONTAINED HEREIN IS UNPUBLISHED WORK UNDER THE COPYRIGHT TRADE SECRET

AND CONTAINS VALUABLE TRADE SECRET AND PROPRIETARY INFORMATION. THE DESIGN AND

THIS DRAWING WAS CREATED BY AND IS THE PROPERTY OF: ODYSSEY CONTRACTING CORP.

CONTRACT NO.

2" 4 @ 3

2"

3�"

17°44’14"L-dL-d

AS BUILT

1’- 4"

L

1-P �"x 13"x 1’-10"-aL

L

P - THK x 7" x 1’-1"

1�" 0 HOLES

1" 0 HOLES

P-a 1-P-aL

L

1-HP10x42 x 4’-6"- 3-M-1

1" 0 HOLES

HP 10x42- 3-M-1

HP 10x42- 3-M-1

1- P �"x 11" x 1’-3"- bL

P-b

P-b

L

L

6"x6"

CLIP CORNER

C

B

Q

1-P �"x7"x 2’-0"-c

L

WP

P-cL

P-cL

P-cL

1-P-c

G A

1" 0 HOLES IN HP AND L-d 1-L5x4x�"x 1’-4"- d

G A

1-L5x4x�"x 1’-4"- d

1-L- d

C

C

ANGLES CANNOT BE USED AT SOUTH CONNECTION "P" (C0-P)

ANGLE WILL TOUCH CHANNEL AT NORTH CONNECTION "P". (C1-P) HOLES MAY OR MAY NOT BE ALIGNED

THESE ANGLES ARE DRILLED AND SET FOR CONNECTION "N" (A1-N)

FIELD NOTE:

SPACER PACK - 3-M-2SPACER PACK - 3-M-2

1’-1"

2" 3" 3" 3" 2"

1�"1�"

1’-1"

3"3"2" 3"

7"

10�"

5�"5�"

2�"2�"

1’- 0"

5�

5�

4�

SPACER PACK - 3-M-2

X-END CONNECTOR - 3-M-1

BAR �"x 1�"x 0’-3"

BAR �"x 1�"x 0’-3" OR

STAGGER LOCATION THIS SIDE ONLY

SHOP ADD HANDLE TO SHIMS

SHOP MAKE:

8 @ 1" THICK

4 @ �" THICK

4 @ �" THICK

4 @ �" THICK

TYP.

VIEW A-A

SECTION C

-C

SECTION B-B

C

C

A

B B

CUT ENDS SQ.

2�" GA. OSL

CUT ALL STIFF

L

1 CUTS 2 STIFF

1 CUTS 2 STIFF

5�0 HOLE CTR’DP 1"x 11"x 1’-1"

P 1"x 11"x 1’-1"L

CUT 2 -8" STIFF

3�"3�"

GENERAL BILL OF MATERIAL

MARK

REQ’D

NO.

MAT’L SPEC DESCRIPTION REMARKS WT.

05-09-02

1"= 1~0"

SD-4

ONE

A-36

STL

L

ONE

ONE

STL

A325

C

L

11"

5�"5�"

2�"2�"

VERTICAL LIFT RAILROAD BRIDGE

CAPE COD CANAL, BUZZARDS BAY, MASS.

1" DIA. HILTI SUPER THREADED ROD (TYP.)

[TYP.

11’-6"

10’-7�

11"

5�"5�"

4�"4�"

ONE - STRUT MEMBER - 4-ST-1

ST 8 x 8 x �" x 11’-5�"

STRUT MEMBER - 4-ST-1 STRUT MEMBER - 4-ST-2

1-P �" x 11" x 1~3" ~a

6"0�"

CLIP CORNER 2"x2"

TYP.

1-BAR 3�"x �"x0’-6"~b

1-BAR~b a b c d e f g h i j k m n p q r s t u v w x y z aa ab ac ad ae af a b BAR � x3�"x 0’-6"

P � x 0’-11" x 1~3"

1-BOLT ASSY~c

W/ NUT & WASH.c

1- ST 8"x8x" �" x 11’-5�"~4ST1

CUT ENDS SQ.

H.S.BOLT � DIA. x 2" LG.

H.S.BOLT � DIA. x 2�" LG.

CENTER NUT OVER HOLE

SHOP DRILL 1" DIA. HOLE ON C OF STL

TACK WELD NUT TO ST 8x8 (TYP.)

CENTERING THUMB SCREW-d

CENTERING THUMB SCREW-d

ECCENTRIC THUMB SCREW-d SCREW-d

TYP.

W/ NUTA325

A-36

A

VIEW A-A

A

ECCENTRIC THUMB SCREW-d

CENTERING THUMB SCREW-d

2"1’-8"

VARIABLE TO 3’

FIELD TO MAKE CONNECTION WITH 4-BOLTS-c

> ST 8 x 8 x� - 4ST1

> ST 7 x 7 x� - 4ST2

L-e

1-L4x4x �" x 0’-6"-e

1-L-e

‘ 4 x 4 x�" x 0’-6"

�" STIFFENER -f (TYP.)

CUT TO FIT

1’-10" f e d

BAR �"x 2�"x 0’-2�"ONE

G

A

O S

L

3�" GA.

1-L6x4x �" x 0’-6"-h

ONE - STRUT MEMBER - 4-ST-2

g h j

2 LP � x 7" x 0’-11"

‘ 6x 4 x�" x 0’-6"

1-L-h

1-P-g

L

L

1-P �"x 7" x 0’-11" ~g

1" DIA HILTI SUPER THREADED ROD x 11" LG.

VIEW B-B

B

B

L-h

P-gL

10�"

HOLDBACK P-gL L

VIEW C-C

CC

BAR �"x 4 "x 2’-0"ONE

1"x1" CLIP CORNER

BAR 4"x3"x�" STIFF-j

TYP.

1-P 1"x 11"x 1’-1"-k

1" 0 HOLES

k mONE

L

L

P-kL

P-aL

19’-4�"

ST 7"x 7"x�" x 10’-5�"

W’ NUTS AND WASH. FOR BOTH ENDS

4"4"

CDG, DNG

DACW33-00-C-0024

ONE f BAR �"x 2�"x 0’-2�"

1- P 1"x11"x1’-1" -mL n

1-P-mL5�" 0 HOLE IN P-k

NO WELD INSIDE HOLE

1" AT CORNERSST 7"x 7"x�"x 10’-5�" - 4ST2

1"4"

1"

ONE

1" 0 HILTI SUPER THREADED ROD -n (TYP.)

p BAR �"x 6�"x 0’-8"

BAR �"x 3�"x 1’-4"q

ONE

ONE

A-36

A-36

SHOP FIT AND WELD

�"x 8" STIFF -p & q

INSIDE ST 7 ON BOTH

CENTERLINES

2’-9" OR 3’-3" LAP

1’-6"

X-BRACE WP

FACE OF COLUMN

C0 - 3’-6�"

C1 - 3’-0�"

A1 - 3’-0�"

COLUMN WP

6’-0�" TO 6’-6�"1�"

SHIM PACK MIN.

26’-11�" WP TO WP ALL CASES

VARIES 3’-0 TO 3’-6"3’-0�"

JACKING BOX

JACK

STRUT

STRUT CONNECTOR

EFFECTIVE STROKE 2�"

LESS MIN. SHIM PACK 1�"

TRAVEL REMAINING 3�

TRAVEL TO ENGAGEMENT 2�

JACK STROKE 6" ?

6" 6’-5�"6"

6"3"0�" 6"

JACKING SETUP

1�" 0 HOLES IN L-h & P-g

1�" 0 HOLES IN ST 7

SHOP TO ASSEMBLE PCS. h & g AND FIT TO e

P.O. BOX 97

HOUSTON, PENNSYLVANIA 15342

Odyssey Contracting Corp.

DWG. NO.

DATEDESCRIPTIONREV.

REV.

DRAWN BY: DATE:

SCALE:

WITHOUT OUR EXPRESS WRITTEN CONSENT.

PURPOSE, OR REPRODUCED IN WHOLE OR IN PART, OR SHOWN TO ANY UNAUTHORIZED PERSON

LAWS AND IS SUBMITTED AS A CONFIDENTIAL DISCLOSURE. IT MAY NOT BE USED FOR ANY

DETAILS CONTAINED HEREIN IS UNPUBLISHED WORK UNDER THE COPYRIGHT TRADE SECRET

AND CONTAINS VALUABLE TRADE SECRET AND PROPRIETARY INFORMATION. THE DESIGN AND

THIS DRAWING WAS CREATED BY AND IS THE PROPERTY OF: ODYSSEY CONTRACTING CORP.

CONTRACT NO.

P-2 & P-5 STEEL REPAIRS - TEMP. STRUT DETAIL

AS BUILT

IM

IN

HP10

1�" SHIMS

P �"x 6"x 1’-0"

FOR HANDLES

FOR HANDLESBAR �"x 1�"x 1’-0"

BAR �"x 1�"x 3’-0"

P �"x 11"x 1’-0"

BAR 2"x�"x 1’-0"

3�" HOLE

CUT 1 END SQ.

05-09-02

1"= 1~0"

SD-5

VERTICAL LIFT RAILROAD BRIDGE

CAPE COD CANAL, BUZZARDS BAY, MASS.

D.N.GOODWIN

DACW33-00-C-0024

GENERAL BILL OF MATERIAL

MARK

REQ’D

NO.

MAT’L SPEC DESCRIPTION REMARKS WT.

P-2 & P-5 STEEL REPAIRS - COLUMN END CONNECTOR

ONE STL

d e a b c

A-36 f a b c f g h i j k m n p q r s t u v w x y z aa ab ac ad ae af e d

ONE - STRUT CONNECTOR - 5-M-1

HP 10x42 x 1’-7�"

LONE

ONE P 1" x 0’-11" x 1~1"L

L

L2

ONE

ONE - COLUMN CONNECTOR - 5-M-2

ONE

A-36

A-36

STL

STL

P 1" x 1’-5�" x 2~10"

P �" x 13�" x 2~3"

L

L

ONE - SHIM PACK - 5-M-3

P 1" x 11" x 1’-0"

P �" x 11" x 1’-0"

P �" x 11" x 1’-0"

P �" x 11" x 1’-0"

L

L

L

L

A-36 STL

ONE

ONE

g h j k m n

P 1" x 0’-11" x 1~1"

P.O. BOX 97

HOUSTON, PENNSYLVANIA 15342

Odyssey Contracting Corp.

DWG. NO.

DATEDESCRIPTIONREV.

REV.

DRAWN BY: DATE:

SCALE:

WITHOUT OUR EXPRESS WRITTEN CONSENT.

PURPOSE, OR REPRODUCED IN WHOLE OR IN PART, OR SHOWN TO ANY UNAUTHORIZED PERSON

LAWS AND IS SUBMITTED AS A CONFIDENTIAL DISCLOSURE. IT MAY NOT BE USED FOR ANY

DETAILS CONTAINED HEREIN IS UNPUBLISHED WORK UNDER THE COPYRIGHT TRADE SECRET

AND CONTAINS VALUABLE TRADE SECRET AND PROPRIETARY INFORMATION. THE DESIGN AND

8�"4�"3�"

1’-1"

11"

2�"6"2�"

3"3"

1’-0"

�" SQ. BARS TO RETAIN JACK

SHOP LOCATE AND WELD

AS BUILT

4�"4�"2" 2"

0�"

2�"2�"

5�"

1’-4�"

1’-1"

8�"8�"

1’-5�"

EXIST. COLUMN

STRUT 4-ST-2

8 MIN.�" 0 x 2�" BOLTS EACH SIDE

4 - �" 0x 8"LG. BOLTS

EXIST. DBL CHANNEL DIAGONAL

1�" 0 HOLES

1-P 11"x1’-0" x THK AS NOTEDL

100 TON HYD. JACK

A

C

Q

GA.

CLIP BOTH FLANGES

C BEAM (F.S. OF P)

C BEAM (F.S. OF P)L L

L L

L1-P �"x 11" x 1’-0"-c

1-P-d

BOTH ENDS

TYP. ALL STIFF.

1-HP 10x42 x 1’-7�"- 5M1

HP10

TYP. BOTH FLANGES

1" 0 HOLES

1- P 1"x11" x 1’-1"- a

1- P- aL

L

L

1- P 1"x11" x 1’-1"- b

1-P-bL

L

L

1-BAR-e

1-BAR-e

P-b

P-d

P-d

P- a

L

L

L

BAR-eBAR-e

1" 0 HOLES

C

CL

L

WP’S

BAR �"x 1�"x 0’-3"

BAR �"x 1�"x 0’-3" OR

STAGGER LOCATION THIS SIDE ONLY

SHOP ADD HANDLE TO SHIMS

1�

RAD.

L

3�" 0 HOLE - P-bL

1-P �"x 6" x 1’-0"-d

1-BAR 2"x�" x 1’-0"-e

L

S P A

1-P �"x13�"x 2’-3"-fL

TYP.

COLUMN CONNECTOR - 5-M-2

STRUT CONNECTOR - 5-M-1

SHIM PACK - 5-M-3

SHOP MAKE:

2 @ 1" THICK

3 @ �" THICK

4 @ �" THICK

4 @ �" THICK

ALL HOLES THIS PIECE

TO BE 1" 0

1- P 1"x1~5�"x 2~10"- 5-M-2

2�

2�

9" 1�"

4�"4�"

6"

VIEW A-A

COLUMN CONNECTOR - 5-M-2

ASSEMBLY DIAGRAM

SHIM PACK - 5-M-3

STRUT CONNECTOR - 5-M-1

10�

2�

VIEW B-B

VIEW D-D

VIEW C-C

6�" 6�"

1’-1"

3�"6"3�"

6�" 6�"

C

B

A

4�"4�"

3�"3�"

6�"6�"

B

C

A

D

D