RSK_Reference_Drawing_Binder.pdf

APPR.REC.CHKD.REVISION (INDICATED BY )DATEKEY

CHICAGO ILLINOIS

HARZA ENGINEERING COMPANY

TULSA, OKLAHOMA

CORPS OF ENGINEERS

U.S. ARMY ENGINEER DISTRICT, TULSA

DESIGNED:

DRAWN:

TRACED:

HARZA ENGINEERING CO.

CHIEF, HYDRO. DES. BR.S.W. DIV.

RECOMMENDED:

CHIEF, ENGINEERING DIVISION S.W. DIVISION

DATE:

CHIEF, ENGINEERING DIVISION-FOR THE DISTRICT ENGINEER

INVITATION NO.

CONTRACT NO. 68-C-0107

ARKANSAS RIVER WATERSHED ARKANSAS RIVER, OKLAHOMA

BY CHKD.

1.

U.S. ARMY

TRANSVERSE SECTION THRU C OF UNIT 4L

TRANSVERSE SECTION THRU ERECTION BAY

THIS DRAWING FOR GENERAL INFORMATION ONLY.

2.

187-C20-5/5.1

"=1'-0"16

JJS

0 5' 10' 20' 30' 40'

EQUIPMENT ARRANGEMENT

TRANSVERSE SECTIONS

8-31-73 REVISED AS CONSTRUCTED

ARCHITECTURAL

COMPLETION OF POWER PLANT

ROBERT S. KERR LOCK AND DAM

"=1'-0"16

1SCALE:

DRAWING NO.

SCALE:

APPROVED:

RECOMMENDED:

SUBMITTED:

DACW56-68-B-0022

FOR ROOM LEGEND SEE DRAWING: 5/1, 5/2 & 5/3.

RECORD (AS BUILT) DRAWING

SEPT. 1967

NOTES

CORPS OF ENGINEERS

EL. 396.0

EL. 480.1

MAX. HIGH WATER

FLOW

CRANE

INTAKE GANTRY

EL. 458.0

MIN . POWER POOL

EL. 460.0

MAX. POWER POOL

INSPECTION GALLERY

BULKHEAD

INTAKE

TRASHRACKS

GATE

INTAKE

EL. 420.0

C DISTRIBUTORL

VENTILATOR

250 TON BRIDGE CRANE

EL. 510.08

TOP OF PARAPET

EL. 488.83

EL. 466.0

TOP OF PARAPET

HOUSE

DIESEL VENT

GANTRY CRANE

DRAFT TUBE

EL. 458.0

TOP OF PARAPET

EL. 463.8

MAX. TAIL WATER

TAIL WATER EL. 456.0

POWER HOUSE DESIGN

EL. 461.08

EL. 456.0

EL. 440.0

EL. 422.0EQUIP. HATCH

EL. 402.0

DRAINAGE FLOOR

EL. 391.0

DRAFT TUBE ACCESS

C UNITSL

EL. 368.42

EL. 353.0

EL. 365.98

EL. 395.0

EL. 412.0

MIN. TAIL WATER

EL. 456.0

EL. 510.08

TOP OF PARAPET

DOOR

VERTICAL LIFT

EL. 440.0

SUMP

UNWATERING

EL. 480.1

MAX. HIGH WATER

EL. 442.0

LEDGE

C UNITSL EL. 488.83 TOP OF PARAPET EL. 485.0

INTAKE DECK EL. 483.0

EL. 422.0

STATION SUMP

EL. 375.0 INSPECTION GALLERY

EL. 343.0

EL. 340.0

FLOW

INTAKE DECK

TOP OF PARAPET EL. 485.0

EL. 483.0

ACCESS

SPIRAL CASE

HARZA ENGINEERING COMPANY

TULSA, OKLAHOMA

CORPS OF ENGINEERS

U.S. ARMY ENGINEER DISTRICT, TULSA

DESIGNED:

DRAWN:

HARZA ENGINEERING CO.

CHIEF, HYDRO. DES. BR.S.W. DIV.

RECOMMENDED:

CHIEF, ENGINEERING DIVISION S.W. DIVISION

DATE:

CHIEF, ENGINEERING DIVISION-FOR THE DISTRICT ENGINEER

INVITATION NO.

CONTRACT NO. 68-C-0107

ARKANSAS RIVER WATERSHED ARKANSAS RIVER, OKLAHOMA

BY CHKD.

U.S. ARMY

187-C20-41/3.3

8-23-68

MISCELLANEOUS

COMPLETION OF POWER PLANT

ROBERT S. KERR LOCK AND DAM

DRAWING NO.

SCALE:

APPROVED:

RECOMMENDED:

SUBMITTED:

DACW56-68-B-0022

RECORD (AS BUILT) DRAWING

REVISED AS CONSTRUCTED3

9-7-73

6-5-69 REVISED RAIL DATA.

REVISED RAIL SIZE

EDZ MAV

TRACED:

AD WTB

NONE

MISCELLANEOUS METALS III

SEPT. 1967

PLAN

POWERHOUSE CRANE RAIL MK-2 (24/23, 24/25 THRU 24/28, 24/57)

TRANSFORMER & GANTRY CRANE RAILS MK-1 (24/40 THRU 24/43, 24/54) 1

HATCH COVERS & FRAMES

DIESEL HOUSE GRATING & FRAME

MK 7 1 REQ'D

MK 8 1 REQ'D

SECTION E-E

SECTION D-D

PLUG DETAIL

(4 REQ'D)

EYEBOLT DETAIL

(4 REQ'D)

LIFTING DEVICE

(24/54)

MK 6 4 REQ'D

HANDRAIL SLEEVE

(24/59)

MK 9 5 REQ'D

DETAIL G

4 REQ'D

DETAIL F

4 REQ'D

DETAIL H

SOLE PLATE DETAILS

DETAIL E

(WHEEL STOP)

5 REQ'D

TRANSFORMER JACKING PLATE

(4/2)

MK 10 4 REQ'D

DETAIL C

(TYPICAL TRANSFORMER RAIL CROSSOVER)

MK-3

DETAIL D

PLAN

RAIL SPLICE DETAILSMK-1 (105# USS) 6 REQ'D

MK-2 (135# USS) 8 REQ'D1

(SPLICE AT CONTRACTION JOINT)

MK-1 (105# USS) 11 REQ'D

MK-2 (135# USS) 18 REQ'D 1

(INTERMEDIATE SPLICE)

PAYMENT ITEMS:

MISCELLANEOUS STEEL AND METALWORK

TRANSFORMER AND CRANE RAILS

NOTES:

1.

2.

FOR GENERAL NOTES SEE 24/1

ALL MARK NUMBERS SHOWN ON THIS SHEET SHALL HAVE PREFIX 41/3

B 8

796NO.62135#MK-2

MARK

RAIL CLIP SOLE PLATE

CSIZETYPETYPE

SIZE

RAIL

REQ'D

NO

DIA

HOLE

REQ'D

NO DRAWINGS

REFERENCE

24/54, 4/2

24/40 THRU 24/43,

24/28, 24/57, 24/58

24/23, 24/25 THRU

RAIL DATA

526*NO.62105#MK-1

A 382

B 6

A 251

X1'-0"8 54X

X1'-0"8 516X

X1'-0"8 54X

"16

"16

"16

"16 15 "8

"8

"8

"8

(24/54)

(24/43)

1 REQ'D

1 REQ'D

MK 4

MK 5

PLAN

SECTION C-C

TYPE B TYPE A

SECTION A-A

8 REQ'D

(PERMANENT WHEEL STOP)(ADJUSTABLE WHEEL STOP)

X1'-0"8 516X

DETAIL BDETAIL A

RAIL DETAIL

SECTION B-B

CORPS OF ENGINEERS

C PL

U

S S

U

S S

P (TYPE B)L

STD. JOINT BAR

DETAIL D

IN JOINT BARS SEE

FOR SLOTTED HOLES

NOTE:

C SPLICEL

L

L

P (TYPE A)L

STD. JOINT BAR

C SPLICEL

BAR 1X1X0'-2"

IN JOINT BARS

SLOTTED HOLE

IN RAIL

CIRCULAR HOLE

135# USS

105# USS

U

S S

U

S S

C RAILL

STD. JOINT BAR

WITH LOCK WASHER

OVAL NECK TRACK BOLT

SOLE PL

CLIP

RAIL

FRAME (TYP)

WELD (TYP)

B B

M K

M K

M K

M K

CROSS BAR

C C

STRAP ANCHOR

MK 7 ONLY

D

D

MK 7

MK 8M

K

M K

E E

PIPE SOCKET WELDED TO L

L

L

L

L

& JOINT BAR

EXISTING RAIL

(EXISTING STRUCTURE)

GROUT

CONTRACTION JT.

(4/2)

RAIL TIE

105# USS

MK 1

A A

105# U.S.S. RAIL

CROWNED TO MATCH EACH WAY

SYM. ABOUT C

L

105# U.S.S. RAIL (TYP)

SURFACE

LEVEL

CORNER

TYP. EACH

TO THAT OF 105# U.S.S. RAIL

WEARING SURFACES TO BE EQUAL

HARDNESS AND FINISH REQ'D ON

L

CAST STEEL

G

HEAD

TYP. ON RAIL

WEB & FLANGE

TYP. ON RAIL

"32

"32

CC

5"6" 6"5""16

7C TRACK BOLTS

7C TRACK BOLTS

5"6" 6"5""16

U

S S

U

S S

3X4

1BAR 1

X0'-8" @ 18 OC4

11X

STRAP ANCHOR

(ALT)

X0'-8" @ 18 OC4

11X

STRAP ANCHOR

3BAND BAR 1X4

1X4 1X14

1L 1

1'-6"

PLATE, L.B. FOSTER CO. OR EQUAL

FLAT TIE PLATES WITH 2 SPIKES PER

X0'-10" SINGLE SHOULDER,2

1101-7X

C C

L

C C

1'-4"

6"6"

4"

C PLL

3"3"

X0'-9"4 11X

STRAP ANCHOR

"2

1BAR 2 X0'-9

X0'-6"2

1BAR 4X

4'-0"

OPENING

"8 1"8

" (TYP.)8

"8

2"

1"

"2 12"2

C

L R (T

Y P

O P

E N

IN

G

O P

E N

IN

G

(F O

R P

O S

T M

K

/1 -1

C

H A

IN

M

K

/1 -2

P

IP

E S

O C

K E

T S

(F O

R P

O S

T M

K

/1 -1

C

H A

IN

M

K

/1 -1

P

IP

E S

O C

K E

T S

X

B

A R

1X4

1X14 1L 1

WELDED TO L'S

3X4

1BAR 1

1X4

1X14 1L 1

" CLR.8

8'-0" OPENING

3'-2" OPENING

O P

E N

IN

G

O P

E N

IN

G

AL. GRATING IN 3 EQUAL PANELS

"D2

"D32

RELIEF

" THD4

THREADED PLUG

WITH SHOULDER

" MIN DIA16

1P

15C L

CURVED SURFACE16

"4

"8

" (TYP)2

"4 3 "16

73"32 12"16

92"32 12"16

5"

17DRILL 1

1FOR 1

DRILL & TAP

3L 4X4X

BUTT WELD TO L (TYP.)8

3P 6X

X1'-2" @ 18 OC (ALT)4

1X2

STRAP ANCHORS

X3" SQ.4

1P

3X2

1L 5X3

3P 10X

2"

8"

"2

" CLR (TYP.)8

X1'-0" @ 18 OC (ALT)4

1X2

STRAP ANCHOR

3 @ 116

3LOAD BARS 1X

ALUMINUM GRATING

DETAIL A

C O

N T

R A

C T

IO

N

J T

C O

N T

R A

C T

IO

N

J T

DETAIL A

(TYP)

DETAIL B

SPLICE (TYP)

C INTERMEDIATEL

DETAIL A

DETAIL A

S T

A

A

C O

N T

R A

C T

IO

N

J T

C O

N T

R A

C T

IO

N

J T

P O

W E

R H

O U

S E C

R A

N E R

A

IL

S M

K -2

DETAIL ADETAIL ADETAIL A

DETAIL A

JOINT (TYP)

C SPLICE AT CONTR.L

DETAIL ADETAIL ADETAIL H

DETAIL C

DETAIL B (TYP)

DETAIL A

DETAIL F

DETAIL G(TO BE LOCATED IN FIELD)

PERMANENT WHEEL STOP

ADJUSTABLE WHEEL STOP

DETAIL E

DETAIL A

DETAIL A

DETAIL C

DETAIL E

R A

IL

M

K -1

C

U

S S T

R A

N S

F O

R M

E R

L

87'-0" UNIT 487'-0" UNIT 387'-0" UNIT 287'-0" UNIT 150'-0" ERECTION BAY DECK

"8 139'-0"4

38'-11"8 139'-0"8

79'-11 "8 135'-0"8

139'-0"4 38'-11"8

139'-0"8 139'-0"4

38'-11"8 139'-0"8

139'-0"4 38'-11"8

139'-02'-6" 2'-6"

1'-6"

"4 39'-8"8

134'-3"8 139'-0"4

38'-11"8 139'-0"8

139'-0"4 38'-11"8

139'-0"8 139'-0"4

38'-11"8 139'-0"8

139'-0"8 79'-11"8

139'-0 2'-6"

1'-6" 1'-6" 1'-6" 1'-6"

C T

O C

U

S S

1'-6" 1'-6"

1'-6" 1'-6" 2'-0"

4'-6" 10'-0"10'-0" 25'-6"

"4 35'-11

"8 139'-0 "8

139'-0 4'-6" 10'-0" "8 736'-5 "8

136'-0 "4 38'-11 "8

139'-0 "8

139'-02'-0" (TYP)

"2 132'-7

C 105# USS GANTRY CRANE RAIL MK-1

RAIL MK-1 (TYP.)

C 105# USS TRANSFORMERL

L

F L

O W

1'-6" 1'-6" 1'-6"

(CENTER ON RAIL)

BAR 1

WHEEL RADIUS

CUT TO SUIT

WHEEL RADIUS

CUT TO SUIT

P 1L

2-RAIL CLAMP

1'-2"

"2

P 12X1X1'-0"L

8"2" 2"

L

X0'-44

1P 4XL

HARZA ENGINEERING COMPANY

TULSA, OKLAHOMA

CORPS OF ENGINEERS

U.S. ARMY ENGINEER DISTRICT, TULSA

DESIGNED:

DRAWN:

TRACED:

SUBMITTED:

HARZA ENGINEERING CO.

RECOMMENDED:

CHIEF, HYDRO. DES. BR.S.W. DIV.

RECOMMENDED:

CHIEF, ENGINEERING DIVISION S.W. DIVISION

APPROVED: DATE:

CHIEF, ENGINEERING DIVISION-FOR THE DISTRICT ENGINEER

SCALE:

DRAWING NO.

INVITATION NO.

DACW56-68-B-0022

CONTRACT NO. 68-C-0107

ROBERT S. KERR LOCK AND DAM

ARKANSAS RIVER WATERSHED ARKANSAS RIVER, OKLAHOMA

BY CHKD.

U.S. ARMY

SEP. 1967

RECORD (AS BUILT) DRAWING

187-C20-61/3

AS SHOWN

RSB

WM JCB

ORM

RWR

"=1'-0"16

PLAN

"=1'-0"8

A-A "=1'-0"8

TRANSFORMER UNTANKING

DETAIL A

N.T.S.

"=1'-0"8

B-B

PARTIAL PLAN-EL. 481.0

N.T.S.

CAB ARRANGEMENT

DRAWING SK02495E-5 FOR CONFIRMATION).

THE ADJACENT BLADE BELOW THE PLATFORM. (SEE ALL IS-CHALMERS

OF ONE BLADE ABOVE THE PLATFORM AND THE TRAILING EDGE OF

CLEAR THE OIL HEAD ACCESS PLATFORM WITH THE LEADING EDGE

WITH THE RUNNER BLADES TIED IN FLAT POSITION, THE BLADES WILL1.

GENERATOR AND OIL HEAD PLATFORM HANDRAILS REMOVABLE2.

BE EXCEEDED.

THESE SERVICE AREAS ARE MINIMUM REQUIREMENTS BUT MAY

SHOWN ARE WITH BRIDGE AND TROLLEY BUMPERS UNCOMPRESSED

SERVICE AREAS OF LIFTING BEAM, MAIN AND AUXILIARY HOOKS3.

TRANSFORMER DECK CONCRETE AT EL. 456.0 IS IN PLACE.

THE POWERHOUSE CRANE SHALL NOT BE INSTALLED UNTIL ALL OF THE4.

NOTES:

INSTALLING POWERHOUSE CRANE.

FIELD TESTING POWERHOUSE CRANE.

PAYMENT ITEMS

CORPS OF ENGINEERS

COMPLETION OF POWER PLANT

MECHANICAL

POWERHOUSE CRANE

EL. 489.5

HIGH POINT OF MAIN HOOKS

BOTTOM OF BRIDGE GIRDER, AND

HIGH POINT OF AUXILIARY HOOK,

EL. 489.5

TOP OF CRANE RAIL

OF CAB

LOW POINT LIFTING BRACKET)

ROTOR 352,100 LBS (INCLUDES

485,000 LBS.

RUNNER ASSEMBLY

C AUX. HOOKL

POWER CONDUCTORS

250-TON CRANE

(INCLUDES LIFTING BRACKET)

GENERATOR SHAFT 104,000 LBS

REMOVABLE HANDRAIL

TOP OF 8" KAPLAN PIPING EL. 461.54

EL. 434.0

SHAFT COUPLING

EL. 440.0

C DISTRIBUTOR EL. 420.0L

(BY OTHERS)

LIFTING BEAM

COILS 156,000 LBS.

TRANSFORMER CORE AND

EL. 478.25

N O

T E

EL. 459.92

175-TON LIFTING BEAM

HOOK

C MAINL

EL. 456.0

EL. 456.0

M A

X

1'-6"

7'-3"13'-3"

3" MIN.

1'-6"

3" MIN.

M

IN

M A

X

U N

T A

N K

IN

G H

E

IG

H T

37'-0"33'-0"

20'-11"7'-3"

70'-0" SPAN

LC OF RAIL LC OF RAIL

LC UNITS

17'-8"

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

15'-0" MAX.

26'-0"

6"

A U

X

H O

O K L

IF

T

M

IN

M A

IN

H

O O

K L

IF

T

M

IN

M A

X

3" MIN.

" DIA.16

931'-4

(LOCATION DIMENSIONS LATER)

POWER SUPPLY

LANDING EL. 480.58

CRANE ACCESS STAIR

CURB EL. 481.1

LC UNITS

LC CRANE RAIL

LC UNIT 3

LC UNIT 4

LC CRANE RAIL

FACE OF BUMPER STOP

C AUX. HOOK

EL. 440.0

L

LC UNIT 2

DETAIL A

LC UNIT 1

EL. 456.0

F L

O W

G E

N E

R A

T O

R R

O T

O R

VERTICAL LIFT DOOR

LC TRANSFORMER RAILS

DEFINITE DIMENSIONS LATER

480-VOLT CRANE POWER SUPPLY CONNECTION

OPERATOR'S CAB

BUMPERS FREE

B

B

A

A

11'-6"371'-0" AUXILIARY HOOK SERVICE11'-6"

29'-0" MAX.

2'-0"2'-0"

398'-0"

14'-6"365'-0" MAIN HOOK SERVICE14'-6"

"4

3'-0"

3'-0"

L

IF

T

IN

G B

E A

M S

E R

V

IC

E

M A

IN

H

O O

K S

E R

V

IC

E

A U

X

IL

IA

R Y H

O O

K S

E R

V

IC

E

5' -0 " W

O R K A

R E A

TU

R B

IN

E R

U N N E R

5' -0 " W

O R K A

R E A

C AUX. HOOK

MAIN HOOKS

C OF BRIDGE AND

FACE OF BUMPER STOP

L

L

FACE OF WALL BELOW

C OF CRANE RAIL ANDL

CAB ACCESS HATCH

CAB BELOW

OPERATORS

WALKWAY GIRDER

PANEL

PROTECTIVE

ELECTRICAL

COLUMN

FLOOR OF CAB

DESK CONSOLE TOP

COLLECTOR

LADDER TO BRIDGE WALKWAY

AND C UPSTREAM RAIL

WALL LINE BELOW CORBEL

L

FACE OF CRANE BUMPER

COMPRESSED)

(BUMPERS

CURB EL. 481.1

T R

O L L E

Y T

R A

V E

L

B R

ID

G E T

R A

V E

L

T R

O L L E

Y T

R A

V E

L

M A

IN

H

O O

K

A U

X

H O

O K

G U

A R

D C

H A

IN

A C

C E

S S P

L A

T F

O R

M E

L .5

MIN.

F L

O W

BRIDGEBRIDGE

6"

6'-0"

M A

IN

H

O O

K

A U

X

H O

O K

TAR RON & TEEL O.S I S C

TACOMA, ASHINGTONW

No. REVISIONS BY DATE

K.H.

DATE PRINTS ISSUED

DRAWN

CHECKED

HOLES.

RIVETS.

SHOP PAINT:-

NAME DATE SCALE

ORDER No.

40061

DRG.

FILE

HARVEY

RFO 9/21/47

-UNLESS NOTED

-UNLESS NOTED

DACW 56-57-C-0101

KERR LOCK & DAM

250 TON BRIDGE CRANE

J.O. 90-26 2 REQ'D.

11-28-67

"=1'-0"4 39-5-67

TROLLEY GENERAL ARR'G'T.

TNJ

TCW

2-9-68

9-30-68

PER. U.S.C.E. LTR. 11-20-67

GEN'L REVISIONS

SAFTY CHAIN & HANDRAIL SUPP.

CONTRACT NO. DACW 56-67-C-0101

AT SHOP ASS'Y. UNLESS NOTED OTHERWISE.

DRILLING & WELDING IS TO BE DONE

NOTE

TEMP.

TYP. 4-CORNERS

ASS'Y. ON 6" CTR'S.

#20 DRILL @ SHOP

40 26 39 30 42

27 4134228 41

T O

P O

F D

E C

K P L

@ ASS'Y. TYP.

40264229

16 44 13 18

@ ASS'Y. TYP.

7 6 1

@ ASSY

46 52

E L .9

T O

P O

F R

A

IL

29 42 10

26 39 40 13 43 44

58 59 60

28 41 61

63 7

34 35

27 41 61 14 43 44

26 39 40

58 59 60

10 30 42

46 52

58 59 60

29 4237192237

22 37

4230 24 23 38

TYP.

25 61 27 41 42 21 28 41 61 2

40 26 11 39 14 44

31 42

21 19 37 17

16 39

15 43

49 8

53 54

31 42

L O

W E

R B

L O

C K

U P

P E

R B

L O

C K

D R

U M

LOWER BLOCK

DRUM

UPPER BLOCK

2'-9""2 12"2

17'-9 "2 17'-9"2

122'-9"

"2

"2 11'-3

8'-0"8'-0"

"2

"2 11'-4"2

11'-3

1'-4"

8'-4""8 53"8

"8

"8 15"8

53 8'-5" (MIN.)6'-7"

"4 12'-0

-1

C /C

2'-9"

(F R

E E

-3

1"

BUMPER C C POWERTRAK

W H

E E

L C

C BUMPER

C TROLLEY

C A .H

C M .H

D R

U M

16'-0" C./C. WHEELS

3'-0"

M.H. CC A.H.

21'-6" O./O.

"2

12'-1115'-7" C./C. TROLLEY GIRDERS"2

12'-11

A

S S 'Y

T Y

P

L

L

L L

L

L

L L L

C

L

O W

E R B

L O

C K

M .H

U P

P E

R B

L O

C K

1-HOLE TYP. 4-CORNERS

#20 DRILL @ SHOP ASS'Y.

L

MAIN HOIST ASSEMBLY

TACOMA, ASHINGTONW

No. REVISIONS BY DATE

DAB 12/13/67

DAB 4-16-68

CHG. DIM.

REVERSED SEALS

DATE PRINTS ISSUED

DRAWN

CHECKED

HOLES.

RIVETS.

SHOP PAINT:-

NAME DATE SCALE

ORDER No.

40068

DRG.

FILE

1"=1'-0"BRAWN

RFO

9-6-67

9/25/67

-UNLESS NOTED

-UNLESS NOTED

DACW 56-57-C-0101

KERR LOCK & DAM

250 TON BRIDGE CRANE

J.O. 90-20 2 REQ'D.

FLOATING END

TYPICAL PILLOW BLOCK ASS'Y

FIXED END

TYPICAL PILLOW BLOCK ASS'Y

TEMP.

(REF)

313233343527283630

(REF)

(R E

F

302928272625383722

302928

222324252627

D. & T. 1" UNC @ ASSY

" (REF)2

111'-10

10"

(REF)

1'-2"

(REF)

"8 72'-5"4

31'-6

"2 12'-11

(REF)

"2

(REF)

(R E

F

1'-6"

"4

1'-4"2"

9"

PARTIAL ELEVATION

TACOMA, ASHINGTONW

No. REVISIONS BY DATE

DAB 12/13/67

DAB

CHG. DIM.

DATE PRINTS ISSUED

DRAWN

CHECKED

RIVETS.

SHOP PAINT:-

NAME DATE SCALE

ORDER No.

DRG.

FILE

BRAWN

-UNLESS NOTED

-UNLESS NOTED

DACW 56-57-C-0101

KERR LOCK & DAM

250 TON BRIDGE CRANE

PILLOW BLOCK ASSEMBLY

DETAIL 1

J.O. 90-21 2 REQ'D

4/16/68

AUX. HOIST ASSEMBLY

RFO

9-7-67

9/26/67

TEMP.

40072

"=1'-0"2

REVERSED SEAL

HOLES.

@ ASSY

(REF.) (REF.)

2324252627282930313233

(SEE DETAIL 1)

9"

1'-2"

"8 72'-5"4

31'-6

(R E

F

UND @ ASSY8

5D. & T.

" (REF.)2

18'-9

40130 BRIDGE CONDUIT LAYOUT

40131 TROLLEY CONDUIT ARR'G'T

40132 WIRE SCHEDULE

REFERENCE DWGS:

BACK ELEVATION

SHOWN WITH BACK SHEET REMOVED

SIDE ELEVATION FRONT ELEVATION

SECTION "B-B"

SECTION "A-A"

SECTION "C-C"

OPERATORS CAB ASS'Y

TAR RON & TEEL O.S I S C

TACOMA, ASHINGTONW

No. REVISIONS BY DATE

7-17-68

DATE PRINTS ISSUED

DRAWN

CHECKED

HOLES.

RIVETS.

SHOP PAINT:-

NAME DATE SCALE

ORDER No.

40121

DRG.

FILE

TEMP

1"=1'-0"BROWN

1-18-68

-UNLESS NOTED

-UNLESS NOTED

DACW 56-57-C-0101

KERR LOCK & DAM

250 TON BRIDGE CRANE

J.O. 90-12 1 REQ'D

APPROVAL REVISIONS

AS BUILT

4-8-68

11-17-67

250 TON BRIDGE CRANE

PANEL

LTG

XFMR

LTG

X W

IR

E

W A

Y

DOOR

X W

IR

E

W A

Y

PANEL

LTG.

5 #10 AIA-1"C

XFMR

LTG

BOXES

IN FD13

C-H TYPE SEH CONDULET BOXES

B

A

B

A

C

C

LTG TRANSFORMER

X W

IR

E

W A

Y

P O

W E

R O

F F P .B

P O

W E

R O

N I

N D L T

P O

W E

R O

N -R

E S

E T P .B .1

B R

ID

G E B

R A

K E B

L E

E D

E R P .B

A U

X

H O

O K

B R

ID

G E B

R A

K E S

E T P .B

M A

IN

H

O O

K

T R

O L L E

Y T

R A

V E

L

B R

ID

G E T

R A

V E

L

T R

O L L E

Y T

R A

V E

L

M A

IN

H

O O

K

A U

X

H O

O K

8 11

APP'X.

SHOES

TO COLLECTOR

C2

1CABLE-1

MOTOR LEAD

3 #2 FLEX.

COLLECTOR SHOES

C TO2

13 #2-1

C4 32 #12-

LIGHTS ON FAR SIDE

C TO WALKWAY4

34 #12-

C4 32 #12-

PANEL FOR LTG. PRIMARY

"C TO PROTECTIVE4

32 #12-

"2

C4

3CAB SIDE-4 #12-

TO WALKWAY LIGHTS

250 TON BRIDGE CRANE

TACOMA, ASHINGTONW

No. REVISIONS BY DATE

DATE PRINTS ISSUED

DRAWN

CHECKED

HOLES.

RIVETS.

SHOP PAINT:-

NAME DATE SCALE

ORDER No.

40130

DRG.

FILE

TEMP

1"=1'-0"

1-16-68

-UNLESS NOTED

-UNLESS NOTED

12-19-67MG

PLAN

ELEVATION

40121 OPERATORS CAB ASSY

40131 TROLLEY CONDUIT ARR'G'T

40132 WIRE SCHEDULE

REFERENCE DWGS:

CONTRACT NO. DACW 56-67-C-0101

BRIDGE CONDUIT LAYOUT

J.O. 90-63 1 REQ'D.

DACW 56-57-C-0101

KERR LOCK & DAM

250 TON BRIDGE CRANE

HIGH POINT OF AUX. HOOK

HIGH POINT OF MAIN HOOK

BOTTOM OF BRIDGE GIRDER

TOP OF CRANE RAIL

NOTE:-EL. 489.5' IS-

7-19-68

AS BUILT-ADDED MATCH-MARK NOS.

8 PLACES AT 4 LTG. FIXTURES

C-H TYPE SEH CONDULET BOXES

CAB ASS'Y. 40121

FOR CONTINUATION SEE

CORD TYP. 4 PLACES

TYPE SO

2 #12

4 PLACES

RECEPTACLES IN FD BOX-

CROUSE-HINDS #DS-135

(BELOW)

C CRANE & MAIN HOOKSL

HYD. CONTROL UNIT

BLEEDER VALVE

HYDRAULIC BRAKE

ON GIRDER

10X8X6 J. BOX

POWER TRAK

2 PLACES

CONDULET

3" TYPE BUB

21 17

11 11

5 3 29

45 18 29 16 21

6 #4, 9 #6, 9 #10, 12 #12-3"C

FLOW

76 PLACES

RESISTOR BOXES

TO PANEL

POWERTRAK CABLES

PANEL

MAIN HOIST 1 & 2

PROT PANEL

CLEARANCE

TRAP DOOR

6X6 NEMA I SCREW COVER WIREWAY

MH #2 MH #2 MH #2 BRIDGE BRIDGE AH #1 AH #1

AH #1 AH #2 AH #2 AH #2

PANEL

AUX, HOIST 1 & 2

PANEL

TROLLEY 1 & 2

BRIDGE

TR1-1

TR1-2

TR2-1

TR2-2

TROLLEY #1 TROLLEY #2

E L .5

C MAIN HOOKL

13 17 2421

11 16 21 22

C2

C2

1'-6"

70'-0" (SPAN)

7'-3" (TYP.-MIN.)20'-10" (MAX.-COUPLED)3'-3"

4'-0" (TYP.-MIN.)3'-3"14'-0" (MIN.)

M.H. #1 M.H. #1 M.H. #1 C2

C2

AUX. HOOK C C AUX. HOOKMAIN HOOK C

A U

X

H O

O K L

IF

T

M

IN

(B

U M

P E

R S F

R E

E

(S

P A

N

C4 34 #12- C4

32 #12-

C4 34 #12- C4

32 #12-

C LTG PRIMARY4

32 #12-

6X6 S.C. WIREWAY UNDER

C4 33 #12-

C4 32 #12-

C A

U X

H O

O K

C4 33 #12-

C4 32 #12-

C4 34 #12-C4

33 #12-

C4 13 #6, 3 #10-1

C4 32 #12-

6" APPROX.

A U

X

H O

O K C

3'-2""2

L

L

L L L

-RO4

3CAT. NO. HBD-104-

4 PLACES-P-N STEBER

1000 WATT HIGH BAY FIXTURES

M A

IN

H

O O

K L

IF

T

M

IN

No. REVISIONS BY DATE

DATE PRINTS ISSUED

DRAWN

CHECKED

HOLES.

RIVETS.

SHOP PAINT:-

NAME DATE SCALE

ORDER No.

40131

DRG.

FILE

TEMP

1-16-68

-UNLESS NOTED

-UNLESS NOTED

DACW 56-57-C-0101

KERR LOCK & DAM

250 TON BRIDGE CRANE

J.O. 90-63 2 REQ'D.

REFERENCE DWGS:

40121

40130 BRIDGE CONDUIT LAYOUT

40132 WIRE SCHEDULE

NOTE:

TO STEEL BUSHING

FOR SET SCREW IN HUB TO CLAMP FS3

COIL HOUSING. THEN DRILL & TAP 10-24

TO FIT STEEL BUSHING AT BRAKE LEAD THRU

1DRILL OUT HUB OF FS3 CONDULET TO 11

250 TON BRIDGE CRANE

CONTRACT N DACW 56-67-C-0101

12-20-67MG

TROLLEY CONDUIT ARR'G'T

4-8-68APPROVAL REVISIONS

O

OPERATORS CAB ASS'Y

CONN. DIAG.

HYD. BRAKE

"=1'-0"4

LIMIT SW.

MAIN HOIST

RECTIFIER

BRAKE

MAIN HOIST

J. BOX

10X6X4

C2

3 #6 & 3 #4-

CONDULETS

FS3 (1")

SEE NOTE BELOW

AUX. HOIST LIMIT SWITCH

6 #10-1"C

NOTE BELOW

CONDULETS-SEE

FS3 (1")

4 #12

6 #6 & 6 #4-2"C

10X8X6 J. BOX

POWERTRACK

TYPE 201

J. BOX

X4

8X8

R E

C T

IF

IE

R

B R

A K

E

A U

X H

O

IS

T

C4 34 #12-

C2 13 #6, 3 #4, 2 #12-1

C4 34 #12-

C4 32 #12-

C4 16 #10, 4 #12- 1

C4 32 #12-

C4 32 #12-

C4 31 #12-

C4 32 #12-

C4 32 #12-

C4 31 #12-

"C.2 12 #12-1

3 #6, 3 #4

MOTOR

AUX HOIST

B R

A K

E

MOTOR

HOIST

MAIN

B R

A K

E

P.B.

BLEEDER

11B

11A

WHITE

BRAKE SET P.B.

CIRCUIT

PILOT

MOTOR

BLACK (11)

S

V

C

M

UNIT

CONTROL

BRAKE

VALVE

CHECK

MAGNETIC.

& 220698D4-4

SEE C-H DWGS 220697D4-4

BRIDGE PANEL

RELAY LOCATED IN.

BLK/GREEN TRACER (72)

1BBR

IND. LT.

POWER ON

R

G

V

No. REVISIONS BY DATE

JWA

DATE PRINTS ISSUED

DRAWN

CHECKED

HOLES.

RIVETS.

SHOP PAINT:-

NAME DATE SCALE

ORDER No.

40143

DRG.

FILE

BRAWN

RFO 12/19/67

-UNLESS NOTED

-UNLESS NOTED

DACW 56-57-C-0101

KERR LOCK & DAM

250 TON BRIDGE CRANE

J.O. 90-67 1 REQ'D.

NOTED12-15-67

MAIN CONDUCTORS

CHANGED LOCATION OF POWER SPLY 3/25/68

MAIN CONDUCTORS

"=1'-0"4

1SCALE

SECTION "A-A"

"=1'-0"2

1SCALE 1

TEMP.

90-69

STOP

BUMPER

STOP

BUMPER

POWER SUPPLY

168' TO FACE OF BUMPER STOP

A

A

1 2

1'-0" 1'-0"

394'-0" FACE TO FACE BUMPER STOPS

18'-6"73 SPACES @ 5'-0"=365'-0"3'-0"7'-6"

370' CONDUCTOR LENGTH

10' TYP.

6"

ELEV. 484.25

POWER SUPPLY

ELEV. 485.5

OPERATORS CAB

3"3"6"

1'-6"

NOM.