PN402251_LIEL-18-REFERENCE_DRAWINGS-RTA.pdf

DATE AND TIME PLOTTED: 6/24/2016 DESIGN FILE: pw:\\COE-NWSPW001SEA.nws.ds.usace.army.mil:cenws01\Documents\Civil Works\Libby Dam, MT\FY15_PN402251_LIEL\Current_Phase\Con_Docs\CAD_Sheets\General\G-001 - REFERENCE DRAWING TITLE SHEET AND INDEX

P re p a re d b y

P ro je c t

M a n a g e r

R e v ie w e d b y

A p p ro v e d b y

F il e N o

S o li c it a ti o n N o

D a te of Engineers US Army Corps

S u b m it te d b y

D a te

D a te

D a te

D a te

D a te

Seattle District

1 2 3 4 5

1 2 3 4 5

D

C

A

B

A

B

C

D

IDENTIFICATION

SHEET

SEATTLE DISTRICT

S E

A T

T L E

W A

S H

IN

G T

O N

S E

A T

T L E D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

G-001

A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

J o

A N

N E T

W A

L L S P .E

A N

IL

L

N

IS

A R

G A

N D P .E

G U

Y L

G R

E E

N P .E

/2

/1

/2

/1

/2

/1

/2

/1

/2

/1

KOOTENAI RIVER, MONTANA

POWERHOUSE EMERGENCY LIGHTING

E -5

-2

-1

F Y P

N L

IB

B Y D

A M

G O

R D

O N R T

H O

M S

O N

R e c o m m e n d e d b y

C h ie f, D e s ig n B ra n c h

C h ie f, E n g in e e ri n g D iv

C h ie f, S p e c s a n d T e c h R e v ie w

C h ie f, M e c h /E le c tr ic a l S e c ti o n

S V

E N H L

IE

P .E

OF ENGINEERS

U.S. ARMY CORPS

SHEET OF

R E

F E

R E

N C

E D

R A

W

IN

G T

IT

L E S

H E

E T

REFERENCE DRAWINGS

A N

D I

N D

E X

H A

L E

J

U N

E

P O

W E

R H

O U

S E E

M E

R G

E N

C Y L

IG

H T

IN

G

K O

O T

E N

A I

R

IV

E R

M O

N T

A N

A

FY15 PN402251 LIBBY DAM

G3ENEBS9

Typewritten Text REFERENCE No. 1

REFERENCE No. 2

CORPS OF ENGINEERS U.S. ARMY

AS CONSTRUCTED

BYDATE

SCALE: �"=1’-0"

SCALE: 1�"=1’-0"

347 290 291 303 306

REVISION DATE DESCRIPTION BY

A 72 FEB 14 EMS

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

DESIGNED BY

GY

DRAWN BY

RRL

HMF

CHIEF, HYDRO-ELECTRIC DESIGN BRANCH

APPROVED: FOR DIV. ENGINEER DATE:

CHIEF, ENGINEERING DIVISION

SHEET 194

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

SUBMITTED

SPEC. NO.SCALE: AS SHOWN

HEAD, ELECTRICAL SECTION

LDP-1-6-2A1/10

POWERHOUSE

FRAME

"T"

T-1

CONDUIT

LTG

CKT

OUTLET

CKT

LTG

CONDUIT

POWER

SW CKT

DISCONNECT

CONTINUATION

DRAWING

CR1-r9, 1" R7 R9 R11 2A1/7

T-2 CR2-r10, 1" R7 R9 2A1/7

T-3 CR3-r9, 1" R7 R9 R11 2A1/7

T-4 CR4-r10, 1" R7 R9 2A1/7

T-6 CR6-r10, 1" R7 R9 2A1/9

DESIGNATION

CONDUIT

CR2-r8,1"-

CKT

LTG

CKT

OUTLET

CONTINUATION

DRAWING

R27 R25 2E1/5

CR4-r8, 1"- R27 R25 2A1/8

R27 R25 2A1/13CR6-r8, 1"

NOTES

1.

2.

3.

4.

NORMAL 120 VOLT A-C CIRCUIT ON THE 60 WATT BULB.

D-C EMERGENCY CIRCUIT ON THE 25 WATT BULB AND THE

DUAL CIRCUIT FIXTURES ITEM SHALL BE WIRED WITH THE

MOUNTED AT EL 2172.0

ALL STEP LIGHTS SHALL BE ITEM EXCEPT AS NOTED,

ALL OUTLET BOXES SHALL BE MOUNTED AT EL 2172.0

ELEVATOR SHOP DRAWINGS. SEE DETAIL F, DWG 2A1/1

ELEVATOR DOOR OPENING. COORDINATE INSTALLATION WITH

THIS FIXTURE IS RECESSED FLUSH WITH BRONZE TRIM ABOVE

DETAIL A

ELEVATION

SCALE: �"=1’-0"

PLAN EL 2170.5

PART PLAN T-4 & T-6

TABLE A

TABLE B

ERECTION BAY

BAY 7 BAY 8

BAYS 1, 2, 3, 4, 6 BAY 5

REMOVED TEMPORARY WALL

MEZZANINE-ERECTION BAY

THRU BAY 8 EL 2170.5

CQO2-q1-LTH, �"

SU1-q1-LTH, �"

SU2-q1-LTH, �"

SU3-q1-LTH, �"

SU5-q1-LTH, �"

PREPARED

CHECKED BY

HYDRO ELECTRIC DESIGN BRANCH, NPD

DWG 2D1/6

CR02A-r2, 1"-R7, 9

17 17 17 17 17

27 27 E 27 27 E 27 27 27 E 27 27 E

27 27 E 27 27 E 27 27 E 27 27 E 27

38 38 38

STUB EL 2170.5, DWG 2A1/3

#10

D N

S T

A

E2

NOTE 4

NOTE 1

EL 2172.0

52171, GRF3, EL 2180.0

EL 2170.5

NOTE 1 52171, EL 2172.0

DWG 2D1/6

CRO2A-r8, 1"-R15, 17, E2

E2

I

E R

C O

N T

R

J

T

FROM T-6

CQ05-q1-LTH, 1"

CONTINUATION

T-6 FOR

SEE PART PLAN

E R

DWG 2A1/14

CR7-r9, 1"-R7, 9, 11

STUB EL 2170.5, DWG 2A1/3 (TYP)

25 27

NOTE 1

25 27

NOTE 1 72171, EL 2172.0 NOTE 1 NOTE 1

NOTE 4

272525 27

D N

EL 2166.14

EL 2164.25

E R

#10

CR8-r9, 1"-R7, 9, 3 #10, DWG 2A1/15

CQ05-q2-LTH, 1"

STUB EL 2170.5, DWG 2A1/3 (TYP)

CQ05-q2-LT1, 1", DWG 1H1/3, CR8-r10, 1"-R25, 27, E

CQ05-q2-LTH, 1"

S T

A

#10

STUB EL 2170.5, DWG 2A1/3 (TYP)

3 #10, DWG 2A1/15

CR8-r12, 1"-R28, 30, E R

E

E R

NOTE 1

NOTE 1

BAYS 1 & 3

THIS CND AT

CR5-r9, 1"-R7, 9, 11, 4 #10, DWG 2A1/9

STUB EL 2170.5, DWG 2A1/3, (TYP)

2, 4, 6

2 #12 IN BAYS

NOTE 1

BAYS 2, 4, 6 ONLY

52171, EL 2172.0NOTE 1

OMIT IN BAYS 1 & 3

72171, EL 2172.0

BAYS 1 & 3

2 #12 IN

BAYS 2, 4, 6

THIS CND AT

2 #12 TO T-O

1" BAYS 2, 4 & 6 ONLY NOTE 3, (TYPICAL)

R27

BAYS 2, 4 & 6 ONLY

#10

4 #10 WIRES FOR T-1 & T-3

STUB EL 2170.5, DWG 2A1/3

SEE TABLE A

FOR CONDUIT DESIGNATIONS

CR_-r_, 1"-R_, R_, E

DETAIL A

#10

1"

#8

CQ05-q1-LT1, �"

CQ02 OR-SU_-q_-LTH, �"

CQ05-q1-LT1, �"

DWG 1G1/3

SU4-q1-LTH, �"

FUTURE USE, DWG 1H1/3

SU8-q1-LTH, �" FOR

CQ05-q1-LT1, �"

SU7-q1-LTH, �" FOR FUTURE USE, DWG 1H1/3

CQ05-q1-LT1, �"

CQ05-q1-LT1, �"

FUTURE USE, DWG 1H1/3

SU6-q1-LTH, �" FOR

FROM T-6

CQ05-q1-LT1, �"

CQ05-q2-LT1, �"

DWG 1D1/4

CQ02-q1-LTH, �"

CQ05-q2-LT1, �"

6"

7’-0"4’-6"4’-6"4’-6" 9’-0"9’-0"3’-0"6’-0" 7’-0"24" 11’-0"7’-6" 3’-0"7’-0"10’-0"10’-0"8’-0"

6"

6"

4’-6" 4’-6" 4’-6" 6’-0" 3’-0" 9’-0" 9’-0" 7’-0"

6"

6’-0"7’-6" 9’-6" 9’-6" 8’-0"4’-6" 9’-6"

6"

5’-9"

6’-0"3’-0"9’-0" 4’-6"7’-0"

" 20"

"3

CR_-r_, 1"-R_

6"

SEE TABLE B

FOR CONDUIT DESIGNATIONS

ELEV

ELEV

12"

6"

2’-3" 24"

24" 24"

24" 24"24"

24"

20"

3"

FOR T FRAMES 4 & 6

TYPICAL FOR T FRAMES 1, 2 & 3, SEE PART PLAN

TABLE B

CR_-r_, 1"-R_

CQ05-q1-LTH, 1", TO T-7

CQ05-q1-LTH, 1", TEMP. FEEDER

DWG 2A1/8 & 2A1/9

TO T-7

CQ05-q1-LTH, 1"

#8

DWG 1G1/3

#10

T-6 ONLY

CQ05-q1-LT1, �, T-4 ONLY, DWG 1F1/3

SU5-q1-LTH, �", FOR FUTURE USE

CQ05-q1-LT1, �", TO T-5 & 7

TO T-3 & 5

CQ05-q1-LT1, �"

12"

SU3-q1-LTH, �", DWG 1F1/3 (T-4 ONLY)

EL 2170.5

R27

GRF3

�" UNION

6"

BAYS 2, 4 & 6

G3ENEBS9

REFERENCE No. 3

BYDATE

SCALE: 1�"=1’-0"

347 290 303

REVISION DATE DESCRIPTION BY

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

DESIGNED BY

DRAWN BY

RRL

LDB

PREPARED.

CHIEF, HYDRO-ELECTRIC DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

SHEET 196

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

SUBMITTED

SPEC. NO.

HEAD, SECTION

LDP-1-6-2A1/12

POWERHOUSE

DTAIL A

TYPICAL STEP LIGHT

SCALE: �"=1’-0"

PLAN A-A

SCALE: �"=1’-0"

PLAN B-B

SCALE: �"=1’-0"

PLAN-C-C

SCALE: �"=1’-0"

PLAN D-D

SCALE: �"=1’-0"

SECTION B-B (2A1/14)

BAY 7

SCALE: �"=1’-0"

PLAN E-E

SCALE: �"=1’-0"

SECTION A-A

ERECTION BAY

ELECTRICAL

SCALE

STAIRWAYS TO MEZZANINE

CHECKED BY

APPROVED FOR DIV ENGINEER DATE

HYDRO ELECTRIC DESIGN BRANCH, NPD

CR7-r14-R30, E

EMERGENCY STEP LIGHTS

DETAIL A, FOR ALL

30 37

EL 2154.25

E

E

DN

DETAIL A, (TYPICAL)

373030

30E

DN

D

N EL 2148

UP

E L

EL 2152.38

LANDING

E

DN

3030E

DN

D N

EL 2164.25

LANDINGEL 2165.75

>EL 2167.62

EL 2166.14

E L

EL 2162.14

D

UP

E2

DN

E2

E L

U P

E2

EL 2164.07

UP

STA 14+10.25

DN

DN

E2

L

E2 5

EL 2170.5

DN

DN

E2

E2

DWG 2A1/14

CR7-r14-R30, E

E

EL 2154.25

E

E

EL 2159.88

E

EL 2166.14

E

EL 2170.5

T-FRAME T-8

SANDWICH PANEL

A

A

B

B

E2

EL 2136.58

EL 2141.02

EE

E2

E2

E2

E2

E2

E2

E2

E2

EL 2152.5

EL 2158.28

E2

E2

E2

E2

E2

EL 2162.14

EL 2164.07

EL 2170.50

EL 2167.93

DWG 2D1/4

EL 2148

1" EXPANSION JT

EL 2131.5

EMERGENCY STEP LIGHTS

DETAIL A, FOR ALL

FACE OF T-O

TEE FRAME

C

C

D

D

T

O

EL 2148

CRO2-r8-R5, E2

> RISER AND STEP

G3ENEBS9

REFERENCE No. 4

REVISION DATE DESCRIPTION BY

A 72 FEB 14 RCM

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

DESIGNED BY

DRAWN BY

HDJ

CHECKED BY:

LDB

PREPARED:

CHIEF. HYDRO-ELECTRIC DESIGN BRANCH

APPROVED: FOR DIV. ENGINEER DATE:

CHIEF, ENGINEERING DIVISION

LDP-1.6-6-2H1/2

SHEET 222

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

CORPS OF ENGINEERS U.S. ARMY

AS CONSTRUCTED

BYDATE

SUBMITTED:

SCALE: �"=1’-0"

SPEC. NO.SCALE: AS SHOWN

HEAD, ELECTRICAL SECTION

PLAN EL 2131.5

SCALE: �"=1’-0"

SECTION A-A (2H1/3, /4)

NO SCALE

DETAIL B (2H1/4)

CR8.1

NO SCALE

DETAIL A (2H1/4)

CR8

POWERHOSE

MAIN UNIT BAY 8

EL 2131.5

B ADDED BALCONY RCM73 AUG 1

DELETED HEATERS IN CR8 & CRB.1

HYDRO ELECTRIC DESIGN BRANCH, NPD

347 290 293 303 306

MATCH LINE

MATCH LINE

CR8-r4-R23

CR8-r3-R22

#10

C O

N T

R

J

T

EL 2130.25

EL 2130.25

CR8.1-e1-CR8A

CR8A-r4

EL 2131.25

DWG 2H1/4

EXP JT

22 22 22 22

EL 2130.25

CR8A-r4

EL 2135.5

FDT2

S T

EL 2135.5

FDT2

EL 2135.5

FDT2

BALCONY ABOVE

EL 210.6

EL 2131.25

EL 2119

U N I

T

#10

EDGE OF LEDGE ABOVE

#10

DETAIL D DWG 2E1/1

(BLANK COVER)

FD2 EL 2135.5

#10

CR8-r4-R23

CR8-r3-R22

DWG 2H1/5

#10

#10

52171 IN FILLET

#10

FDCT2

WP

EL 2131.5

GRF3

CR8-r5-R29

52171 & 53171

SIDE OF STAIRS

MOUNT ON UPSTREAM

EL 2100

7’-0" 10’-0"

3’-6"18"12"2’-9" 3’-0" 6"

8’-0"8’-0"

3’-6"

6’-0" 15’-9" 15’-9" 15’-9" 13’-3"24"

6’-0"

24"

24"

24"

7’-0"

44 19

CR8A-r2

CR8-r1-CR8A, 1�"

EL 2141.5

CR8A-r4

SIDE OF STAIRS

MOUNT ON UPSTREAM

EXCEPT AS NOTED

SP 20 AMP BKRS

100 100 CR8-r1-CR8.1, 2" r7

S

S

T R r

C R r r r r r r

S r r r r r

SOLID NEUTRAL r6

N

2"2" 3

1�"1�"1�"1�"1�"2�"

3"

2�"2�"2" 2"2�"2�"2�"

C R r

C R

B

C R r

C R

72 83

P N E

R

R

N N

R

N

P P P N E

N E

N E

20"X20"X6"

E1E2

P NE

P NE P NE

R26 R

N

N R24 N

#10

#10 #6

CR7.1-e1-CR8.1, 1"CR8.1-e1-CR8A

P NE

Y

AF

AK

W

X

AE

CR8-r1-CR8.1, 2"

3"

3"

3"

#10

3" 3"

N

G3ENEBS9

REFERENCE No. 5

PLAN EL 2100

SCALE: â��"=1’-0"

SECTION A-A

SCALE: â��"=1’-0"

SECTION B-B

NO SCALE

DETAIL B

DETAIL A

NO SCALE

END VIEW

DETAIL C

1.

REVISION DATE DESCRIPTION BY

A EMS

DESIGNED BY

DRAWN BY

RRL

LDB

PREPARED:

HEAD, ELECTRICAL SECTION

CHIEF, HYDRO-ELECTRIC DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

SHEET 200

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

BYDATE

ERECTION BAY EL 2100

SUBMITTED

347 290 291 303

78 APR 7

RRL

SCALE SPEC NO.

APPROVED FOR DIV ENGINEER DATE

CHECKED BY

POWERHOUSE

U.S. ARMYCORPS OF ENGINEERS

AS BUILT-DELETE CR01-s9, 1" SCALE: ´�"=1’-0" SCALE: ´�"=1’-0"

54561 WITH ¡›" FIXTURE STUD

SERIES 3" DEEP ALL OTHER CEILING BOXES SHALL BE

CEILING BOXES IN SEWAGE TREATMENT ROOM SHALL BE GRF

NOTES

HYDRO ELECTRIC DESIGN BRANCH, NPD

LDP-1-6-2D1/1

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

AS CONSTRUCTED

FDT2FDT2FDT2 10

10FD2, WP

C

DETAIL

FDT2

WP, FD2

(TYPICAL)

DETAIL A

C O

N T

R

J

T

CR01-r8-R2, R10

CR01-r7-R13

CR01-r6-R1, E1

CR01-s2, 1"

EL 2111.75

E1111

EL 2103.0

CR01-r6-R1, E

EL 2114

CR01-r8-R2, 10

CR01-r7-R13

FDO2

LB27

FDLA2

FDD2

FDL2, EL 2103.0

LB27 EL 2101.5

EL 2100

S

S

F O

N T I

N U

A T I

D W

G

A

GRFC239, EL 2099.0

GRFC239, EL 2099.0

EL 2094

B B

S, WP

10, WP

ELEVATOR MACH RM

5 5

FD2, WP

EL 2107.5

GRFC234

WP FDT2

GRFC234, EL 210.75

CR01-r10-R5, 14

14WP

FD2

GRFT234, EL 2107.5

S

FDR2

FD2

RM.

PUMP

DRAINAGE

1"

1"EL 2100

MOUNTED

CEILING

8 AH

CR01-r3-R8, 12

FDT2

B

DETAIL

A

FDT2

4 #12

S3

S3

FDT2

A

C O

N T

R

J

T

EL 2103.0

FDT2

LR27

FDT2

EL 2103.0

13FDT2

EL 2103.0

13FDT2

1"

NOTE 1 (TYPICAL)

UP

CR01-r6-R1

FDT2

DWG 1A11/3

SECTION D-D,

M

12 FD2

FDT2, WP

S

FD02

CR01-r1-EP, R7, 15, 17

EL 2110.25

CR01-s4, 1"

DET. B, DWG 2D1/2, (TYP)

EL 2109.5

GRF234

95 FT

MTG HGT-

1"

16’-0"16’-0"16’-0"8’-0"

7’-0"13’-0"

24"24"

12"

4’-0"

20’-0" 5’-0"

11’-9"13’-9"13’-9" 24" 8’-3"

24"20’-0" 20’-0"

6’-6"

24"

12"

3"

12"

1"

MONOLITH 19 MONOLITH 20 EL 2094

S T

A

EL 2131.5

3"

3"

19"19"

CR01-r8-R2, 10

FDL2

FDO2FDR2

WP

S, WP

LB

EL 2100

STEEL GRATING

M

FD BOX10

WP

EL 2104.0

FIXTURE WIRE

FD BOX

UNISTRUT P-1000

UNISTRUT P1068 ANGLE

ANCHORS

4 CONCRETE

CONCRETE ANCHOR

EL 2118.0

EL 2116.0

UNISTRUT P-1357

UNISTRUT P-1000

AND FITTINGS

˘�" FLEXIBLE CND

¡›" STEEL ROD

4’-9"

6’-9"

SCREW 1" LONG

1 P-1010 NUT AND 1´�"-13 CAP

UNISTRUT P-1029 ANGLE WITH

WITH ´�"-13 CAP SCREW

UNISTRUT P-1010 NUT

12"

FLAT WASHER (2 PLACES)

BEAM WITH ¡›" BOLT, NUT, AND

FASTEN FIXTURE HOUSING TO¡›" STEEL RODS

G3ENEBS9

REFERENCE No. 6

REFERENCE No. 7

REFERENCE No. 8

A EMS

DESIGNED BY

DRAWN BY

RRL

LDB

PREPARED:

HEAD, ELECTRICAL SECTION

CHIEF, HYDRO-ELECTRIC DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

SHEET 201

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

CORPS OF ENGINEERS U.S. ARMY

BYDATE

ERECTION BAY EL 2114

SUBMITTED

PLAN EL 2114

SCALE: â��"=1’-0"

DETAIL B

NO SCALE

NO SCALE

SECTION B-B

PART PLAN EL 2114

SCALE: â��"=1’-0" SCALE: ´�"=1’-0"

SECTION A-A

CR01

DETAIL A

NO SCALE

JB01

DETAIL C

NO SCALE

347 290 291 293 303 311 292

78 APR 7 AS BUILT-RELOCATE CR01-s9, 1"

RRL

1.

STUB EMBEDDED CONDUIT 3" FROM WALL, FLUSH WITH FLOOR.2.

EXCEPT AS NOTED.

CEILING BOXES SHALL BE 54561 WITH ¡›" FIXTURE STUD,

SCALE. SPEC. NO

APPROVED FOR DIV ENGINEER DATE

CHECKED BY

POWERHOUSE

NOTES

LDP-1-6-2D1/2

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

AS CONSTRUCTED

HYDRO ELECTRIC DESIGN BRANCH, NPD

CR01-s1-CR03, 1"

CR01-r3-R8, 12

FDT2

FD2

NOTE 2

FDL2

FD2

CR01-r14-R3

CR01-s4, 1"

(TYPICAL)

DETAIL B

S T

A

FD2, WP

CR01-r3-R8, 12

EL 2121.0

FDO29,

MOUNT, (TYP)

CEILING

BOX, 3" DEEP

GRF SERIES

EL 2101

S

DWG 2A1/6

CR2A-r6-R13

U P

UP

E1

EL 2114D

N

FDD2

S3

S3

CR01-r14-R3

FD2, EL 2116.25

CR01-r6-R1

AH

FDR2

MTG HGT-14 FT

CR01-r1-R11

CR01-r1-EP, R7, 15, 17

CR01-s4, 1"

CR01-s2, 1"

CA1-e1-JB01, 1", 4 #12

CR01-r6-R1, E1

CR01-r7-R13

CR01-r8-R2, 10

CR01-s9, 1"

EL 2113

B

B

FIXTURE BOX

CROUSE-HINDS EFH211

A

M

PAINT STORAGE RM

FDO2

S

CR01-r13-R6, E1

A

CR01-r3-R8, 12

CR01-r14-R3, E1

FDCC2

M

FDO2

S3

CR01-r10-R5, 14

EL 2128.5

CR01-s11, 1"

EL 2112.5

OIL STORAGE ROOM

MTG HGT-13 FT

S T

A

6E16

FDT2

1"

1"

E1

MTG HGT-13 FT

15, 17

CR01-r1-EP, R7, ROOM

OIL PURIFICATION

(TYPICAL)

DETAIL B

M

S3FDO2

1"

FDR2

S

FDD2

C R r

R

S

A N

24"8’-0"

24"20’-0" 20’-0"

24" 8’-7"13’-6"13’-6"11’-6"

18"9’-1" 9’-1"

6’-6"

24"12" 12"

14’-9" 4’-6" 8’-3"

4’-3"

15"18’-0" 8’-7" 4’-4"

9"

18"

9"

1"

CR01-s4, 1"

CR01-r1, EP, R7, 15, 17CR01-r6-R1, E

CR01-r8-R2, 10

CR01-r7-R13

CR01-s9, 1"

EL 2114

CR01-r3-R8, 12

CR01-s2, 1"

CR01-r1-R11

DETAIL A

EL 2120.0

CR01

8 #12

EL 2124.0

CR01-r14-R3, E

CR01-s1-CR03, 1"

CR01-r13-R6, ECA1-e1-JB01, 1"

4 #2

CR01-r10-R5, 14

T

DETAIL B, DWG 2A1/2

TR01-r1-CR01, 1´�"

DETAIL C

CR01-r1-JB01, 1�"

EL 2129.0

CR01-s12, 1"

24"12"

CR01-s11, 1"

3"

4"

3"

2"2"4"3"3"2"

3"

3"

2"2"3"3"4"3"

HINDS ARB1021

HANGER CROUSE-

GASKETED FLEXIBLE

CAST BOX

3" DEEP GRF

(2 REQ’D)

CONCRETE ANCHORS

#14 FIXTURE WIRES

EL 2126.0

FIXTURE WIRE 347

CROUSE-HINDS, EFHL211

EL 2129.5

EL 2129.0

EZS2

CR01-r14-R3

STUB OUT 4"

AS CONDULET

OF SAME MANUFACTURER

FILL WITH SEALING COMPOUND

1 2

3 4

5 6

7 8

9 10

11 12

13 14

15 16

17 18

19 20

SINGLE POLE 20A BKRS

SOLID NEUTRAL

r10 r1

R s s r r s

C R s

F R

O

A R r r r r

E P s r s

N R9

AC

AF

r1-JB01, 1â��" ´�" HOLE FOR GND

T R r

C R ´�" CONDUIT ´�" CONDUIT

G3ENEBS9

REFERENCE No. 9

REFERENCE No. 10

SCALE: ¡›"=1’-0"

DETAIL A

NO SCALE

1.

REVISION DATE DESCRIPTION BY

A EMS

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

DESIGNED BY

DRAWN BY

RRL

LDB

PREPARED:

HEAD, ELECTRICAL SECTION

CHIEF, HYDRO-ELECTRIC DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

SHEET 202

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

SUBMITTED

347 290 291 293

SCALE SPEC NO.

APPROVED FOR DIV ENGINEER DATE

CHECKED BY

POWERHOUSE

U.S. ARMYCORPS OF ENGINEERS

PLAN EL 2131.5

WITH 4 CONCRETE ANCHORS PER 10 FT LENGTH.

RACEWAY AND USE CHASE NIPPLES. RACEWAY FASTENED

STUB CONDUIT AT EL 2136.0. DRILL CONDUIT ENTRANCES IN

2. 8

CRO3

SCALE: ´�"=1’-0"

SECTION A-A

NOTES

303 306 309

72 FEB 14

ERECTION BAY EL 2131.5

EMSB 78 APR 7 AS BUILT-REV CRO1-r14-R3

CHANGED RECEPTACLES IN FIRST AID RM

SEE DETAIL B, DWG 2A1/1.

THE MOUNTING HEIGHT OF ITEM FIXTURES SHALL BE 12’-0".

LDP-1-6-2D1/3

AS CONSTRUCTED

BYDATE

HYDRO ELECTRIC DESIGN BRANCH, NPD

333333

1717E2

E3

E3

CA1-e1-JBO1, 1"

FOR CONTINUATION SEE DWG 2D1/4

NOTE 1 13

11 99119119

EL 2133.0

EL 2133.0

CA1-e1-R17, E2CRO2-r7-R3

MIRROR CONSOLE W/ LIGHT, SEE ARCH. DWGS

R5

AM

S

NOTE 1 SB5-e16, DWG 1D1/3

HK

RACEWAY L

EL 2133.5

FIRST AID ROOM

54561

7AM

TOOL ROOM

NOTE 2 (TYP)

CRO1-r14-R3

S

D W

G

D

NOTE 2

RACEWAY L

14 12 14 12 14 12 14 12 14 12

NOTE 1

GRF3, EL 2141.0

GRF3-r1-R16

16 16

G R

O r

R

GRO3-r11-R8, 10

GRO3-r2-R3, 5, 7

GRO3-r10-R2, 4, 6

#10

GRO3-r3-R18, 20, 22

MAINTENANCE & ELECTRIC SHOP

GRO3-r4-R13

GRO3-r5-E3, R24

C A e

J

B O

NOTE 2 (TYPICAL)

MTG HGT-12 FT-DETAIL A, DWG 2A1/1

DWG 2E1/1

CR1.1-e1-R30, E

D W

G

D

C R

O r

E

11, 13

CRO3-r4-R9, 16’-0"

10’-0"10’-0"10’-0"10’-0"10’-0"5’-6"

14’-0" 16’-6"

5’-3"

3 3

2’-6"7 SP @ 5’-0"

8’-0"

24"

2’-3"

2’-6"9 SP @ 5’-0"

"2

4’-0"

10’-0"

18"

18"18"

18"

12"

A

A

D N

CRO3-e1-CA1, 1"

N O

T E

S T

A

EL 2131.5

CRO3-r2-R3, 5, 7

R24

CRO3-r3-R18, 20, 22

CRO3-e1-CA1, 1"

CRO3-r4-R9, 11, 13

#10

CRO3-r1-R12, 14, 16

DETAIL A

CRO3

EL 2137.5

EL 2141.5

EL 2144.0

TO WALL

16’-0"

CRO3-s6, 1"

4 #6

U

CRO3-s9, 1"

CRO3-r12-R21, 23

EL 2145CRO3-r7-R15, E3

CRO3-r8-R17, 19

CRO3-r5-E3, R24

CRO3-r10-R2, 4, 6

CRO3-r11-R8, 10

DWG 2D1/5

DWG 2D1/2

CRO3-s1-CRO1, 1"

DET B, DWG 2A1/2

TRO3-r1-CRO3, 1´�"

P r r r s r r s r s

C R

O r r e

C A r4 r1

NOTED

AMP BKRS EXCEPT AS

SINGLE-POLE 20

FOR GND

´�" HOLE

SOLID NEUTRAL

2"2"2"

2"2"2"2"2"

3"3"3"3"

T R

O r

C R

O

G3ENEBS9

REFERENCE No. 11

SCALE: ¡›"=1’-0"

A EMS

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

DESIGNED BY

DRAWN BY

RRL

LDB

PREPARED:

HEAD, ELECTRICAL SECTION

CHIEF, HYDRO-ELECTRIC DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

SHEET 203

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

SUBMITTED

347 290 291 292

SCALE SPEC NO.

APPROVED FOR DIV ENGINEER DATE

CHECKED BY

POWERHOUSE

U.S. ARMYCORPS OF ENGINEERS

PLAN EL 2131.5

SCALE: ¡›"=1’-0"

SECTION A-A

293 294 303

72 FEB 14

EMSB 73 JUN 1

SCALE: ¡›"=1’-0"

PART PLAN EL 2141.5

NOTES

2.

3.

AM

WITH ELEVATOR SHOP DRAWINGS.

ELEVATOR DOOR OPENING. COORDINATE INSTALLATION

THIS FIXTURE IS RECESSED FLUSH WITH BRONZE TRIM ABOVE

AT EL 2132.5.

OUTLETS IN TOILET AND LOCKER ROOM SHALL BE INSTALLED

306 308 309 311

C 74 JUL 3 EMSADDED MIRROR LIGHT

ADDED OPENING AND CKT R21 FOR FAN

REVISED COMPRESSOR ROOM, ADDED NOTE 3

EL 2131.5

ERECTION BAY UPSTREAM

AS CONSTRUCTED

BYDATE

HYDRO ELECTRIC DESIGN BRANCH, NPD

LDP-1-6-2D1/4

BE ITEM

OUTLETS IN TOILET, LOCKER ROOM, AND JANITOR CLOSET SHALL

3 3

3 3

1 1 1 1

11 17 E2 17 E2 1

11 1

E2

15 15 15

15 15

E2

E2

14 14 14

CA1-r1-R17

SWITCHGEAR RM

C O

N T

R

J

A

MONO 20

MONO 19

VISITORS GALLERY

R17

DETAIL B, DWG 2A1/15

EL 2133.0

CA1-e1-R17, E2

CRO2-r9-R1

2"

T-1

CRO2-r3-R11, 13, 21

CRO2-r2-R15

EL 2133.0

T-O

S T

A

EL 2136.58

DWG 2A1/12

54561, JB

R5

E2

R17

EXP. JT

CRO2-r7-R3

DWG 2D1/3

CA1-e1-R17, E2

NOTE 1

CRO2-r1-UC4-R16

CRO2-r4, 1"-R8, 10

9 #8

1" FLEX TO TANK

ELECTRIC WATER COOLER

EL 2135.522

R11

S

CRO2-r8-R3, 5, E2 CRO2-r1-R7, 9

CRO2-s10, 1", EL 2144.5

COMPRESSOR RM

EL 2133.0

22JANITOR RM.

S

12 SHOWER

LOCKER ROOM

TOILET RM

CRO2-r5, 1"-R12, 14, E2

MIRROR

52171, EL 2139.5

OF DOOR

E2

72171 S

DWG 2E1/3

#10

DWG 2D1/3

C O

N T

R

J

T

#10

CR1-r3-R22

CR1-r4, 1"-R21, 23, E

CR1.1-e1-R30, E

DWG 2E1/1

SECT J-J, DWG 1A11/13

CRO2-r3-R13, EL 2138.5

MTG HGT-95FT

DETAIL B, DWG 2A1/1

FLOOR BOX

HUBBELL F-3703

DETAIL E, DWG 2A1/1 (TYP)

MTG HGT-9.5FT

STARTER

FOR MANUAL

52171, EL 2135.5

EL 2135.5

52171

CRO2-r3-R11

EL 2136.33

SECT B-B, DWG 1D1/3

TYPICAL

DETAIL B, DWG 2A1/1

MTG HGT-11.5FT

TERMINATE R17 ONLY

GRF3, EL 2141.0

DWG 2A1/1

DET. F,

DWG 1A11/13

SECT C-C,

EL 2136.5

52171, EL 2135.5

52171, DWG 2E1/3

CR1-r5-R16

DWG 2E1/3

CR1.1-e1-R30, E

FLUSH W/ PLASTER

GRF3, EL 2141.0

52171, EL 2137.75

S

A N

C R

O r

R

CA1-e1-JBO1, 1"

CRO5-e1-CA1, 1"

A

A

9’-9"4’-0"

9’-6"

12"

2’-3"

3’-0" 24"24"

9’-0"9’-0"6’-0"

12"

18"

9"

"6’-3"

3’-3"10’-6" 24"

6’-0"5’-0"7’-9" 18" 4’-0"6’-0" 24" 9’-6"

3’-0"

7’-6"

12"

5’-0"

12"

U P

CENTER LIGHTS OVER

24"

12’-0"5’-6"6’-6"12’-0" ˘�" REAR ENTRY CND.

WITH BOSS FOR

WAB-040404

CROUSE-HINDS

GROUT FILL

ELEV

FOR ˘�" CND

DRILL HOLE

CONCRETE

EXISTING

OPENING

A

A/12

A

A/12

A

D/5

A

D/5 ˘�" FLEX TO FAN

@ EL 2141.83

STUD CONDUIT

CRO2-r3-R21, B

X

O T

R U

D E

MTG HGT-11.5 FT

DETAIL B, DWG 2A1/1

MTG HGT-11.5 FT

DETAIL E, DWG 2A1/1

12 12

EL 2143.0

OPENING

CONCRETE CEILING ABOVE

ATTACH FIXTURES TO

FDO2,

CRO2-r5-R12

SUSPENDED CEILING

CATWALK ABOVE

4’-0"7’-6"

S

G3ENEBS9

REFERENCE No. 12

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

DESIGNED BY

DRAWN BY

PREPARED:

CHIEF, HYDRO-ELECTRIC DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

SHEET 208

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

CORPS OF ENGINEERS U.S. ARMY

AS CONSTRUCTED

BYDATE

EQUIPMENT GALLERIES

BAY 1 EL 2131.5

SUBMITTED

SCALE: ¡›"=1’-0"

SCALE: ´�"=1’-0"

SCALE

LDP-1-6-2E1/3

CHECKED BY

B EMS

C EMS74 DEC 2

POWERHOUSE

DATE

PLAN EL 2131.5

BAY 1

SECTION A-A

347 290 291 293 294 306 311 312303

73 JUN 1

72 MAR 10

CHANGE WIRE TO NO.10, r1-MOD1 1"

RELOCATED FIXTURES & CONDUIT, ADDED CR2-r1-SJ1.

RELOCATED FIXTURE; MINOR REVISIONS

APPROVED FOR DIV ENGINEER

HYDRO ELECTRIC DESIGN BRANCH, NPD

SPEC NO.

HEAD, ELECTRICAL SECTION

LDB

RRL

15 15

15151515

17 17 1717

131313

A A

MTG HGT-11 FT

DET E, DWG 2A1/1

CR1-r8-R13, 15

CR1-r5-R16, 18

MTG HGT 9.5 FT, (TYP)

DETAIL E, DWG 2A1/1

UNSWITCHED FIXTURE

DWG 1E1/3

DETAIL A

> COLUMN

GRF3, EL 2140.5

L U

M N

EXP JT

L U

M

L U

M N

4 #2

52171 14

CR1A-r4-R14

CR1-r3-R22

C O

N T

R

J

T

C O

N T

R

J

T

MONO 21

T-1

T-2

GRF3 EL 2140.5

FOR CONTINUATION SEE DWG 2E1/1

> COLUMN

30E30

MTG HGT 9.5 FT

MTG HGT 9.5 FT

DETAIL B, DWG 2A1/1

E

SD

GRF3, EL 2140.5

> COLUMN

CR1.1-e1-R30, E

CR1-r1-SJ1-R32, 34

MONO 20

E

GRF3 BOX

MTG HGT-11 FT.

DETAIL B, DWG 2D1/2

BATTERY RM

E3018

153015

CR1-r6-R17

S

R21, 23, E

CR1-r4, 1"-

#10

MTG HGT 9.5 FT

EL 2133.0

CR1.1-e1-CR1A, R30, E

D

G

CR1-r1-S1-R8, 10

R30, E

CR1.1-e2-

TR1-r1-CR1, 2"

MTG HGT-9.5 FT

DETAIL E, DWG 2A1/1

SWITCHGEAR RM

GRF3 BOX

4 #1/0

(TYPICAL)

EL 2133.0

CR1-r1-CR1A, 1´�"-R1, 3, 5

11’-0"

3’-0"11’-0"5’-6"

6’-3" 5’-3" 16’-9"

6’-3"12’-0"

5’-6"5’-6"7’-0"5’-6"7’-6" 13’-6"6’-0"24"

10’-3"15’-0" 12’-0" 18"

24"

9" 15"

6’-6"

3’-6"2’-6"

18" 16"

DIMMER CONTROL FOR ITEM ONLY

52171 EL 2135.0

CR1.1-e1-CA1, 1"

DWG 1E1/1

E

DS

CR1

CR1.1

EL 2131.5

CR1.1-e1-CR1A-R30, E

CR1-r4, 1" R21, 23, E

CR1-r2-R12, 14

CR1-s1, 1"

DWG 2A1/5

CR1-r1-S1-R8, 10

CR1-r1-CR1.1, 2"

CR1-s14, 1"

DWG 2A1/7

CR1-r11-R24, 26, 28

CR1-s13, 1"

CR1-r1-SJ1-R32, 34

EL. 2133.016

CR1-r5-R16, 18

EL 2137.5

CR1.1-e2-R30, ECR1-r15-R31

CR1-r12, 1"-R25, 27, E

CR1-r8-R13, 15

CR1-r1-MOD1, 1"-R2, 4, #10

CR1-r9, 1"-R7, 9, 11, #10

CR1-r10-R19

GRF3, EL 2138.5

CR1-r6-R17

CR1.1-e1-R30, E

DET D, DWG 2E1/7

DET A, DWG 2E1/7

CR1-s7, 1" EL 2142.5

#1/0

EL 2144.5

OPPOSITE WALL

STUB IN

S CR1-r1-CR1A, 1´�"-R1, 3, 5, 4 #2

2’-3"2’-3"

12"

3’-0"

CR1.1-e1-CR2.1, 1"

CR1-r3-R22, 2 #10

EL 2140.75

DET C, DWG 2A1/2

TR1-r1-CR1, 2"

G3ENEBS9

REFERENCE No. 13

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

DESIGNED BY

DRAWN BY

PREPARED:

CHIEF, HYDRO-ELECTRIC DESIGN BRANCH

APPROVED: FOR DIV. ENGINEER

CHIEF, ENGINEERING DIVISION

SHEET 209

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

CORPS OF ENGINEERS U.S. ARMY

AS CONSTRUCTED

BYDATE

EQUIPMENT GALLERIES

BAY 2 EL 2131.5

SUBMITTED

SCALE: ¡›"=1’-0"

SCALE: ´�"=1’-0"

SCALE

LDP-1-6-2E1/4

CHECKED BY

B EMS

C EMS78 APR 7

POWERHOUSE

DATE

PLAN EL 2131.5

BAY 2

SECTION A-A

347 290 291 292 293 294 306 311 312303

73 JUN 1

72 MAR 10

AS BUILT-REV ITEM 33 LIGHT IN MONO 22

RELOCATED FIXTURES & CONDUIT, ADDED CR2-r1-SB2

RELOCATED FIXTURE.

HYDRO ELECTRIC DESIGN BRANCH, NPD

RRL

LDB

SPEC NO.

HEAD, ELECTRICAL SECTION

12’-0" 12’-0" 7’-0" 5’-0" 12’-0"

13’-0"6’-6"

11’-0"12’-6"14’-0"

18" 18"

18"

15"

15"

12"

5’-6"8’-6" 7’-0" 5’-6"

15"

24"

15 15

11 11

17 17 171717

131313

A A

MTG HGT-9.5 FT, (TYP)

DETAIL E, DWG 2A1/1

GRF3, EL 2139.5

CR2-r5-R16CR2-r6-R17

MTG HGT-9.5 FT. (TYP)

DETAIL E, DWG 2A1/1

FIXTURE

UNSWITCHED

DET A, DWG 1E1/3

CR2-r1-S2-R8, 10

> COLUMN

L U

M N

L U

M

L U

M N

EL 2133.0

4 #2

52171 14#10

CR2-r3-R22

C O

N T

R

J

T

C O

N T

R

J

T

C O

N T

R

J

T

MONO 21 MONO 22

T-2 T-3

GRF3, EL. 2140.5

FOR CONTINUATION SEE DWG 2E1/2

> COLUMN

24E24

MTG HGT-9.5 FT

MTG HGT 9 FT

MTG HGT-9.5 FT

DETAIL B, DWG 2A1/1

E

SD

CR2A-r4-R14

L U

M N

CR2.1-e2-R24, E

151515

151515

151515

MTG HGT 9 FTMTG HGT 9 FT

15 24

E

CR2.1-e1-CR2A

GRF3, EL. 2140.5

EL 2133.0

EL 2133.5

CR2-r5-R31

CR2-r6-R17

DWG. 1E1/2

DETAIL C

DWG 1A11/14

SECT. A-A

MTG HGT 9 FT

CR2-r1-SB2, R18

CR2-r9-R11, 13, 15 CR2-r1-CR2A, 1´�", R1, 3, 5

14’-0"

11’-6"18’-0" 12’-6"

14’-0"12’-0" 6’-6"

12" 6’-6"

22’-6" 5’-6" 11’-0"

5’-6"

3"

EL 2133.0 (TYP)

CR2-r4, 1"-R21, 23, E

2’-3" 2’-3"

24"

52171, EL 2135.0

DIMMER CONTROL FOR ITEM ONLY

FACE OF WALL

STUB 6" FROM

CR2-r1-CR2.1, 2"

SB2-e1-CR2.1, 1"

CR2.1-e1-CR1.1, 1"

DWG 1E1/2

E

DS

CR2

CR2.1

EL 2131.5

CR2.1-e1-CR2A

CR2-r4, 1"-R21, 23, E

CR2-r3-R22, #10

CR2-r2-R12, 14

CR2-s1, 1"

DWG 2A1/5

CR2-r1-S2-R8, 10

EL 2144.5

EL 2137.5

4 #1/0

DWG 2E1/7

DETAIL C

DWG 2E1/5

CR2-r11-R19

EL 2133.0

DETAIL E, DWG 2E1/7

CR2.1-e1-E

CR2.1-e2-R24, E

CR2-r9-R11, 13, 15

CR2-r10, 1"-R7, 9, #10

4 #2

CR2-r6-R17

CR2-r5-R31

CR2-r1-SB2-R18

DET. C, DWG 2A1/2

TR2-r1-CR2, 2"

CR2-s12, 1"

OPPOSITE WALL

STUB IN

S

EL 2141.0

CR2-r8, 1"-R25, 27, E

#10

CR2-r5-R16 CR2-r1-CR28, 1´�"-R2, 4, 6 CR2-r1-CR2A, 1´�" 4#2-R1, 3, 5

5’-0" CR2-s7, 1â��"

CR2-r5-R16, 31

EL 2138.5

GRF3

G3ENEBS9

REFERENCE No. 14

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

DESIGNED BY

DRAWN BY

PREPARED:

CHIEF, HYDRO-ELECTRIC DESIGN BRANCH

APPROVED: FOR DIV. ENGINEER

CHIEF, ENGINEERING DIVISION

SHEET 215

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

CORPS OF ENGINEERS U.S. ARMY

AS CONSTRUCTED

BYDATE

EQUIPMENT GALLERIES

BAY 3 EL 2131.5

SUBMITTED

SCALE: ¡›"=1’-0"

SCALE: ´�"=1’-0"

SCALE

LDP-1-6-2F1/3

CHECKED BY

B EMS

C EMS78 APR 7

73 JUN 1

AS BUILT-RELOCATE CR3-r1-SJ2

CHANGE WIRE TO #10 r1 MOD2 1"

RELOCATED FIXTURES & CONDUIT, ADDED CR3-r1-SJ2

POWERHOUSE

DATE

PLAN EL 2131.5

BAY 3

SECTION A-A

347 290 291 293 294 303 306 311 312

74 DEC 2

HYDRO ELECTRIC DESIGN BRANCH, NPD

RRL

LDB

HEAD, ELECTRICAL SECTION

SPEC NO.

12’-6" 12’-6" 7’-0" 5’-6" 12’-0"

14’-0"5’-0"

11’-0"11’-6"14’-0"

18" 18"

24"

15"

15"

15"

24"

1515 15 15 15

15 15

15151515

17 17 171717

131313

A A

MTG HGT-7.5 FT

MTG HGT-8.5 FT, (TYP.)

DETAIL E, DWG 2A1/1

EL 2133.0

GRF3, EL 2138.5 (TYP)

CR3-r8-R13, 15

CR3-r5-R16CR3-r6-R17

EL. 2133.0 (TYPICAL)

MTG HGT-9.5 FT. (TYP)

DETAIL E, DWG 2A1/1

FIXTURE

UNSWITCHED

DET A, DWG 1E1/3

CR3-r1-S3-R8, 10

> COLUMN

L U

M N

L U

M

L U

M N

EL 2133.0

4 #2

52171 14

#10

CR3A-r4-R14

CR3-r3-R22

C O

N T

R

J

T

C O

N T

R

J

T

C O

N T

R

J

T

MONO 22 MONO 23

T-3 T-4

GRF3, EL 2140.5

FOR CONTINUATION SEE DWG 2F1/1

15 E 3030E30

> COLUMN

303030

S

MTG HGT-9.5 FT

MTG HGT-7.5 FTMTG HGT-7.5 FT

MTG HGT-9.5 FT

DETAIL B, DWG 2A1/1

E

SD

GRF3, EL 2140.5

> COLUMN

DWG 1A11/12

SECT. A-A,

EL 2142.0

CR3.1-e2-R30, E

171733

CR3-r1-SJ2-R32, 34

5’-6"5’-6" 15’-6" 5’-6"

6’-9"25’-6"

18"

24"

7’-3" 7’-0" 5’-0"15’-6" 13’-0" 5’-0" 5’-0" 12’-10´�" CR3-r1-CR3A, 1´�", R1, 3, 5

9"

CR3-r4, 1"-R21, 23, E

CR3-e1-CR3A, R30, E

2’-3" 2’-3"

18"

12"

CONTROL FOR ITEM ONLY

52171, EL 2135.0, DIMMER

STUB IN OPPOSITE WALL

CR3-s7, 1"

SB2-e1-CR3.1, 1"

CR3.1-e1-CR4.1, 1"

DWG 1F1/1

EDS

CR3

CR3.1

EL 2131.5

CR3.1-e1-CR3A-R30, E

CR3-r4, 1"-R21, 23, E

CR3-r3-R22, #10 CR3-r2-R12, 14

CR3-s1, 1"

DWG 2A1/5

CR3-r1-S3-R8, 10

EL 2144.0

CR3-s14, 1"

4 #1/0

DWG 2E1/7

DETAIL A

DWG 2A1/7

CR3-r11-R24, 26, 28

CR3-s13, 1"

CR3-r1-SJ2-R32, 34

CR3-r5-R16

DETAIL D, DWG 2E1/7

DET C, DWG 2A1/2

TR3-r1-CR3, 2" S

CR3.1-e1-R30, E

CR3-r15-R31

CR3-r12, 1"-R25, 27, E

CR3-r8-R13, 15

CR3-r1-MOD2 1"-R2, 4, #10

CR3-r9, 1"-R7, 9, 11, #10

CR3-r10-R19 CR3-r1-CR3A, 1´�"-R1, 3, 5, 4 #2

EL. 2142.0

EL. 2141.0

EL. 2137.5

EL. 2133.0

CR3-r6-R17

EL 2138.5

GRF3,

CR3-r1-CR3.1, 2"

G3ENEBS9

REFERENCE No. 15

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

DESIGNED BY

DRAWN BY

CHIEF, HYDRO-ELECTRIC DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

SHEET 216

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

CORPS OF ENGINEERS U.S. ARMY

AS CONSTRUCTED

BYDATE

EQUIPMENT GALLERIES

BAY 4 EL 2131.5

SUBMITTED

SCALE: ¡›"=1’-0"

SCALE: ´�"=1’-0"

SCALE

LDP-1-6-2F1/4

CHECKED BY

B 72 MAR 10 EMS

C EMS73 JUN 1

POWERHOUSE

DATE

PLAN EL 2131.5

BAY 4

SECTION A-A

347 290 291 293 294 303 306 311 312

D EMS78 APR 7

APPROVED FOR DIV ENGINEER

72 FEB 14

AS BUILT-REV. VENTILATION ROOM WALL.

REVISED H & V RM. RELOCATED FIXTURES & CND.

RELOCATED FIXTURE.

REMOVED TEMPORARY WALL & SIGN LIGHTS

SCALE: â��"=1’-0"

SECTION B-B

PREPARED

HYDRO ELECTRIC DESIGN BRANCH, NPD

RRL

LDB

SPEC NO.

HEAD, ELECTRICAL SECTION

" 11’-6"13’-6"

18" 18"

15"

15" 15"

24"

1515 15

15 15

151515

17 17 171717

131313

A A

MTG HGT-7.5 FT

MTG HGT-9.5 FT

DETAIL E, DWG 2A1/1

52171, EL 2133.5

CR4-r5-R16, 18

CR4-r6-R17

MTG HGT-9.5 FT. (TYP)

DETAIL E, DWG 2A1/1

FIXTURE

UNSWITCHED

DET. A, DWG 1E1/3

CR4-r1-S4-R8, 10 > COLUMN

GRF3 EL 2140.5

L U

M N

L U

M

L U

M N

EL 2133.0

4 #2

52171

#10

CR4A-r4-R14

CR4-r3-R22

C O

N T

R

J

T

C O

N T

R

J

T

MONO 23 MONO 24

T-4 T-5

GRF3, EL 2140.5

CR4-e1-CR4A

FOR CONTINUATION SEE DWG 2F1/2

24E24

MTG HGT-9.5 FT

MTG HGT-9.5 FT

DETAIL B, DWG 2A1/1

E

SD

EL 2140.5

GRF3,

CR4-r9-R13, 15

C O

L U

M N

C O

N T

R

J

T

24 15 E 15

1818 18

18 18 18

MTG HGT-7.5 FT

DET. A 1F1/2

CR4-r1-CQ05-R20

(TYPICAL)

EL 2133.0

CR4-r6-R17

DET A, DWG 1F1/2

CR8B.1-c1-CQ05

DET B, DWG 2D1/2

MTG HGT-10 FT

FROM FLOOR TO FD BOX

RUN EXPOSED CND

B B

EL 2140.5

LB

MTG HGT-11 FT

M

FDT2

WP

GRF3, EL 2139.0

FD02

M

S

S

M

DETAIL B, DWG 1F1/2

CR4-r1-CQ06, 1", R30, 32

S

SECT. B-B, DWG 1A11/13

CR4-r1-HV-R11

CEILING BOXES SHALL BE GRF SERIES 3" DEEP FLOOR LINE

EQUIP. RM.

VENTILATION

FDT2, WP

CR4-r1-CR4A, 1´�", R1, 3, 5

15"15"

18"

20"

13’-0"13’-0"

7’-0"

4’-6"

13’-0" 13’-0" 7’-0"

6’-0"6’-0"11’-6"12’-6"

5’-6"5’-6"8’-6"7’-0"5’-6" 12’-0"6’-0"

5’-3"

5’-0" 5’-0"

4’-0"

2"

2"

DWG 2G1/3

3"

6"

2’-6"

CR4.1-e2-R24, E

CR4-r4, 1"-R21, 23, 26, E

S

2’-3" 2’-3"

18"

ITEM ONLY

DIMMER CONTROL FOR

52171, EL 2135.0,

OPPOSITE WALL

CR4-s7, 1" STUB IN

CR3.1-e1-CR4.1, 1"

E

DS

CR4

CR4.1

CR4-r3-R22 #10

CR4-r5-R16, 18

CR4-r1-HV-R11

CR4-r1-CQ06, 1"-R30, 32

EL 2144.0

EL 2137.5

4 #1/0

DWG 2E1/7

DETAIL B

DWG 2A1/8

EL 2133.0

CR4-r5-R16, 18

DETAIL E, DWG 2E1/7

EL 2142.0

CR4-r11-R19

CR4-r10, 1" R7, 9, #10

CR4.1-e2-R24, E CR4.1-e1-E

EL 2141.0

CR4-s12, 1"

1F1/2

DWG

CR4.1-e1-CR5.1, 1"

CR4-r6-R17

CR4.1-e1-CR4A

CR4-r4, 1"-R22, 23, 26, E

CR4-r1-S4-R8, 10

EL 2131.5

CR4-r1-CQ05-R20

CR4-r2-R12, 14

CR4-S1, 1"

DWG 2A1/5

DETAIL C, DWG 2A1/2

TR4-r1-CR4, 2"S

CR4-r9-R13, 15 r25, 27, E

CR4-r8, 1"-CR4-r1-CR4A, 1´�" 4 #2, R1, 3, 5

5’-0"

4 #2 CR4-r1-CR4B, 1´�", R2, 4, 6

CR4-r1-CR4.1, 2"

GRF3, EL 2138.5

PLENUM

SHEET METAL

PLENUM

GRF3

G3ENEBS9

REFERENCE No. 16

C

D

A

B

C

D

CORPS OF ENGINEERS U.S. ARMY

DETAIL A

PLAN EL. 2131.5

SCALE: �"=1’-0"

WILL INCREASE YOUR PROFITSVALUE ENGINEERING

CR5

SECTION A-A

SCALE: �"=1’-0"

BAY 5

A

REVISION DATE DESCRIPTION BY

1 86 SEPT. 1 RCM

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

DESIGNED BY

RF

DRAWN BY

TMS

CHECKED BY:

RRL

PREPARED:

CHIEF. HYDRO-ELECTRIC DESIGN BRANCH

APPROVED: FOR DIV. ENGINEER DATE:

CHIEF, ENGINEERING DIVISION

SHEET

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

SUBMITTED:

SPEC. NO.SCALE: AS SHOWN

HEAD SECTION

AS CONSTRUCTED

ELECTRICAL

LDP-1.6-6-2G1/3

AS CONSTRUCTED

HYDROELECTRIC DESIGN CENTER, NPD

BYDATE

SEP 1 1986

1.

NOTES:

2.

INSTALL ITEMS 52 53 54 55

POWERHOUSE UNIT 5

EQUIPMENT GALLERIES

BAY 5 EL 2131.5

DWG. 2A1/1 AND 2A1/2.

FOR OLD ITEM NOS. AND DETAILS REFER TO

15"

9"

18" 18"

15"

12’-0"5’-6"7’-0"12’-6"13’-0"

5’-6"5’-6"13’-0"5’-5" 14’-0"5’-0"4’-0"

11’-6"14’-0" 11’-0"24"

5’-0"5’-0" 2’-0" 5’-0"7’-0"7’-3"

15"

15151515

15 1530E30E15

13 13

15 15151515

30E30 15 E 30

17 17 17 17

17 17

A A

COLUMN

52171, EL. 2135.5

COLUMN

GRF3,

EL. 2140.5

EXP. JT.

52171, EL. 2135.5

C O

L U

M N

CIRCUIT

UNSWITCHED

C O

N T

R

J

T

GRF3, EL. 2140.5

FOR CONTINUATION SEE DWG 2G1/2

CR5.1-e1-CR5A-r30, E

GRF3, EL. 2140.5

4 #2

EL. 2142.0

52171, EL. 2133.0

C O

L U

M N

SD

52171

CR5A-r4-R14

C O

N T

R

J

T

SEE DWG. 2F1/4

FOR CONTINUATION

CR5-r4, 1"-R21, 23, E

9.5FT.

2G1/7 MTG HGT

DETAIL B DWG

DETAIL A, DWG 2G1/7 (TYP)

MTG HGT 9.5FT.

T6

C O

L U

M N

DETAIL A, DWG 1G1/2

CR5-r1-S5-R8, 10

EL. 2135.5

52171, CR5.1-e1-R30E

CR6-r6-R17

EL. 2133.0

52171, CR5-r8-R13, 15

CR5-r6-R17

CR5-r5-R16

GRF3, EL.2138.5

(TYPICAL)

EL. 2133.0

COLUMN>

16 52171, EL. 2133.0

8.5FT (TYP)

DWG 2G1/7-MTG HGT

DETAIL B,

CR5-r1-SJ2MTG HGT-9.5FT.

DWG 2F1/4

MTG HGT-7.5FT. MTG HGT-7.5FT. MTG HGT-7.5FT.

DETAIL A, DWG 2G1/7

CR8B.1-c1-CQO5

MTG HGT-9.5FT.

DWG 2G1/4

T5

GRF3, EL. 2138.5

52171, EL. 2133.0

MONO 24 MONO 25

C O

N T

R

J

T

20"

CR5-r1-CR5A, 1�"-R1, 3, 5

CR5-r3-R22

18"

2’-3"2’-3"

CR5.1-e1-CR5A-R30, E

CR5-r4, 1"-r21, 23E

CR5-r3-R22, #10

CR5-r5-R16

CR5-r1-S5-R8, 10

DWG 2A1/6

CR5-s1, 1"

CR5-r2-R12, 14

CR5-r1-SJ2

EL. 2131.5

52171, EL. 2133.0

ITEM ONLY

DIMMER CONTROL FOR

52171, EL. 2133.0

E

CR5.1-e1-CR6.1, 1"

CR4.1-e1-CR5.1, 1"

1G1/1

DWG

DWG 2G1/6

DETAIL B

CR5.1

CR5

4 #1/0

EL. 2137.5

DETAIL A

EL. 2142.0

CR5-s14, 1"

EL. 2144.0

CR5.1-e1-R30, E

OPPOSITE WALL

CR5-s7, 1"-STUB IN

DET. C, DWG 2G1/7

r1-CR5, 2"TR5-

S

CR5-r11-R24, 26, 28

CR5-S13, 1"

CR5-r15-R32

CR5-r10-R19

CR5-r9, 1"-R7, 9, 11, #10

CR5-r1-MOD 3, 1" R2, 4, #10

CR5-r8-R13, 15

SD

CR5-r1-CR5A, 1�"-R1, 3, 5-4 #2

EL. 2141.0

GRF3, EL. 2138.5

CR5-r1-CR5, 2"

CR5-r6-R17

12"

CR5-r12-1"-R25, 27, E

CR5-r6-R17

GEN FLOOR LTG

BREAKER TRIP

CKT BKR RM OUTLET

WALL LTG, EQUIP. GALL

EQUIP. GALL LTS

WALL LTG, EQUIP GALL

CRT BKR RM LTS

WALL LTS, EL 2148

OUTLETS

MEZZ. LTG

SOLID NEUTRAL

30 21

28 CKT BKR RM OUTLET

30 LTS, EQUIP GALL

32 CKT BKR RM OUTLET

OUTLETS, EL. 2131.5

PENSTOCK RM OUTLET

PENSTOCK RM. LTG

GEN SWBD OUTLET

GEN SWBD LTG

HEATER

MOD3

TO CR5A

MEZZ LTG

DISC SW. LT

T-FRAME LTG

OUTLET

G3ENEBS9

REFERENCE No. 17

1 86 SEPT. 1 AS CONSTRUCTED RCM

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

DESIGNED BY

DRAWN BY

CHECKED BY:

PREPARED:

HEAD ELECTRICAL SECTION

CHIEF, HYDRO-ELECTRIC DESIGN BRANCH

APPROVED: FOR DIV. ENGINEER

CHIEF, ENGINEERING DIVISION

LDP-1.6-6-2G1/4

SHEET 107

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

A

B

C

D

A

B

C

D

CORPS OF ENGINEERS U.S. ARMY

AS CONSTRUCTED

HYDROELECTRIC DESIGN CENTER, NPD

BYDATE

SEP 1 1986

WILL INCREASE YOUR PROFITSVALUE ENGINEERING

EQUIPMENT GALLERIES

BAY 6 EL 2131.5

SUBMITTED:

SCALE AS SHOWN

NOTE:

1.

PLAN EL. 2131.5

BAY 6

SCALE: ¡›"=1’-0"

SECTION A-A

SCALE: ´�"=1’-0"

CR6

DETAIL A

SOLID NEUTRAL

DATE

DWG 2A1/1 AND 2A1/2.

FOR OLD ITEM NOS. AND DETAILS REFER TO

POWERHOUSE UNIT 5

RRL

CMH

RP

1515 15 15 15

151515

11111111

E

15 151515

17 17 171717

131313

A A

CR8B.1-c1-CQ05

W/ COVER

GRF3, EL 2138.5

DWG 2G1/3

CR6-r9-R11, 13, 15

CR6-r6-R17

CR6-r6

CR6-r5

EL 2133.0 (TYPICAL)

BLANK COVER ONLY

CIRCUIT

UNSWITCHED

DETAIL A, DWG 1G1/2

CR6-r1-S6

> COLUMN

GRF3, EL 2140.5EXP. JT.

L U

M

L U

M

L U

M N

4 #2

52171

SD

#10

GRF3, EL 2140.5

CR6A-r4

CR6-r4.1"-R21, 23, E

CR6-r3-R22

C O

N T

R

J

T

C O

N T

R

J

T

C O

N T

R

J

T

MONO 25 MONO 26

DWG 2H1/3

T-8 T-7

GRF3, EL 2140.5

FOR CONTINUATION SEE DWG 2G1/2

11 11

BLANK COVER ONLY

> COLUMN

EL 2135.5

52171, PULL BOX

APPELTON PTC-1200

STUB IN CEILING

DWG 2A1/13

CR6B-r1

B

A/13

B

A/13

CR6.1-e2, E

7’-0"6’-6"13’-0"14’-0" 12’-0"

12’-0"5’-0"7’-0"14’-0"11’-0"2’-9"

11’-0"11’-6"14’-0"

14’-0"5’-0"4’-0"5’-6"5’-6"13’-6"5’-6"

18"18"

15" 15"

12"

24"

15"

24" CR6-r1-CR6A, 1´�", R1, 3, 5

52171, EL 2133.0

52171, EL 2135.5

52171, EL 2133.5

CR6.1-e1-CR6A

52171, EL 2133.0

> COLUMN

ITEM ONLY

DIMMER CONTROL FOR

52171, EL 2135.0

OPPOSITE WALL

CR6-s7, 1"-STUB IN

CR5.1-e1-CR6.1, 1"

CR6.1-e1-CR7.1, 1"

DWG 1G1/2

E

SD

CR6

CR6.1

EL 2131.5

CR6-r6-R17

CR6.1-e1-CR6A

CR6-r4, 1"-R21, 23, E

CR6-r3-R22, #10-R1, 3, 5, 4 #12 CR6-r2-R12, 14

CR6-s1, 1"

DWG 2A1/6

CR6-r1-S6

CR6-r5

EL 2144.0

EL 2141.0

CR6-r6

4 #1/0

S

DWG 2A1/13

CR6-r11-R19

52171, EL 2133.0

DWG 2G1/10

DETAIL C

CR6-s12, 1"

TR6-r1-CR6, 2"

4 #2

CR6-r10, 1"-R7, 9, #10

CR6-r9-R11, 13, 15

CR6.1-e2-

CR6-r8, 1"-R25, R27E

CR6.1-e1-E

EL 2142.0

DETAIL A

5’-0" 2’-3" 2’-3"

18" CR6-r1-CR6B, 1´�"-R2, 4, 6 CR6-r1-CR6A, 1´�"

EL. 2137.5

GRF3, EL 2138.5

CR6-r1-CR6.1, 2"

PNL CR6B3

PENSTOCK RM LTG11

PENSTOCK RM OUTLETS13

OUTLETS, EL. 2131.515

EL. 2131.5 LTG21

LTS, EMERG23

SPACE HTR25

T-6

T-6

, EL. 2131.5 LTG

WALL LTG, EL. 2131.5

EL. 2131.5 LTG.

WALL LTG, EL. 2131.5

LTG CKT BKR RM

WALL LTS, EL. 2148

OUTLET

MEZZ

MEZZ

PNL CR6A

G3ENEBS9

REFERENCE No. 18

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

DESIGNED BY

DRAWN BY

CHECKED BY:

PREPARED:

CHIEF, HYDRO-ELECTRIC DESIGN BRANCH

APPROVED: FOR DIV. ENGINEER

CHIEF, ENGINEERING DIVISION

LDP-1.6-6-2H1/3

SHEET 112

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

A

B

C

D

A

B

C

D

CORPS OF ENGINEERS U.S. ARMY

AS CONSTRUCTED

HYDROELECTRIC DESIGN CENTER, NPD

BYDATE

SEP 1 1986

WILL INCREASE YOUR PROFITSVALUE ENGINEERING

EQUIPMENT GALLERIES

BAY 7 EL 2131.5

SUBMITTED:

NOTE:

1.

DWG. 2A1/1 AND 2A1/2.

FOR OLD ITEM NO.S AND DETAILS REFER TO

PLAN EL. 2131.5

BAY 7

SCALE: ¡›"=1’-0"

SCALE: ´�"=1’-0"

CR7

DETAIL A

SOLID NEUTRAL

SECTION A-A

SPEC. NO.SCALE: AS SHOWN

HEAD SECTION

DATE

POWERHOUSE UNIT 5

RP

TMS

RRL

1818 18 18 18

18181818

15 15

15151515

E

18 1818

17 17 171717

131313

CR8B.1-c1-CQ05

ONLY

COVER

BLANK

EL. 2133.0

52171

EL. 2133.0

52171

EL. 2138.5

GRF3

EL. 2138.5

GRF3

DWG 2G1/4

CR7-r8-R13, 15, 18

CR7-r6-R17

CR7-r6

CR7-r5

CR7.1-e2-

EL. 2133.0 (TYPICAL)

BLANK COVER ONLY

DWG 2H1/4

CR8-r5-R29

CIRCUIT

UNSWITCHED

DWG. 1G1/2, DET. A

CR7-r1-S7, > COLUMN

GRF3, EL. 2140.0

EXP. JT.

52171, EL. 2135.5

L U

M

52171, EL. 2135.5>

L U

M

L U

M N

52171, EL. 2133.0

4 #2

52171

S D

#10

CR7A-r4

GRF3, EL. 2140.5

CR7-r3-R22

C O

N T

R

J

T

C O

N T

R

J

T

C O

N T

R

J

T

MONO 26 MONO 27

DWG 2H1/4

T-7 T-8

GRF3, EL. 2140.5

CR7-e1-CR7A-R30, E

FOR CONTINUATION SEE DWG 2H1/1

CR7-r1-CR7A, 1´�"-R1, 3, 5

A A

A

2H1/2

A

2H1/2

11’-0" 14’-0" 7’-0" 7’-0" 10’-6"

7’-0"7’-0"14’-0" 12’-0"

4’-0"5’-6"5’-6"13’-6"5’-6"

11’-0"6’-0"

11’-0"11’-6"14’-0"

18" 18"

24"

15"

15"

15"

12"

DOWN

CR7-r4, 1"-R21, 23, E

DWG. 2G1/10

DETAIL B

FOR ITEM ONLY

DIMMER CONTROL

52171, EL. 2135.0

EL, 2138.5

GRF3

EL. 2143.5

CR7-r1-CR7.1, 2"

CR7.1-e1-CR8.1, 1"

CR6.1-e1-CR7.1, 1"

DWG 1H1/1

E

DS

CR7

CR7.1

EL. 2133.0

52171

EL. 2131.5

CR7-r6-R17

CR7.1-e1-CR7A-R30, E

CR7-r4, 1"-R21, 23, E

CR7-r2-R12, 14

CR7-s1, 1"

DWG 2A1/6

CR7-r1-S7

CR7-r5

EL. 2143.5

EL. 2141.0

EL. 2137.5

CR7-r6

CR7-s15, 1"

DETAIL A

4 #1/0

DETAIL C, DWG 2G1/7

TR7-r1-CR7, 2" S

DWG 2A1/14

CR7-r8-R13, 15, 18

CR7-r11-R24, 26, 28

CR7-r12, 1"-R25, 27, E

CR7-s13, 1"

CR7-r14-R30, E

CR7-r16-R32

CR7-r10-R19

CR7-r9, 1"-R7, 9, 11 #10

CR7-r1-MOD4, 1"

CR7.1-e2-E

3’-0" 2’-3" 2’-3"

18"

12" CR7-r1-CR7A, 1´�"-R1, 3, 5, 4 #2

CR7-r3-R22, #10

OPPOSITE WALL

CR7-s7, 1"-STUB IN

30 MOD 41

HEATER3

GEN SWBD LTG7

GEN SWBD OUTLET9

PENSTOCK RM LTG11

PENSTOCK RM OUTLET13

OUTLETS, EL. 2131.515

EQUIP GALL LTS EL. 2131.517

GEN FLOOR LTG21

BREAKER TRIP23

CKT BKR RM OUTLET25

CKT BKR RM OUTLET27

LTS, EQUIP GALL29

CKT BKR RM OUTLETS31

OUTLET

T-FRAME LTG

DISC SW LT

WALL LTG, EQUIP GALL

EQUIP. GALL LTS

WALL LTG EQUIP. GALL

CKT BKR RM LTS

WALL LTS, EL. 2148

OUTLETS

MEZZ. LTG

MEZZ. LTG

TO CR7A

G3ENEBS9

REFERENCE No. 19

1 RCM

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

DESIGNED BY

DRAWN BY

LFG

RRL

PREPARED:

CHIEF, HYDRO-ELECTRIC DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

SHEET 113

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

CORPS OF ENGINEERS U.S. ARMY

EQUIPMENT GALLERIES

SUBMITTED

NOTE:

1.

SCALE: �"=1’-0"

DETAIL A

SCALE:

APPROVED FOR DIV ENGINEER DATE

CHECKED BY

PLAN EL. 2131.5

BAY 8

SCALE: �"=1’-0"

AND 2A1/2.

FOR OLD ITEM NO’S AND DETAILS REFER TO DWG 2A1/1

SECTION A-A

86 SEPT. 1 AS CONSTRUCTED

POWERHOSE UNIT 5

BAY 8 EL 2131.5

AS SHOWN

LDP-1.6-6-2H1/4

RP

CR8

A

B

C

D

14 WILL INCREASE YOUR PROFITSVALUE ENGINEERING

B

C

D

A

HEAD SECTION

SPEC. NO.

A A

F

N T I

N U

A T I

V

L U

M

H

E

T-9

STUB IN CEILING

MONO 27 MONO 28

S T

A

15 15

MTG. HGT. 7.5 FT.

111111

11 11

DWG 2H1/3

CR8B.1-c1-CQ05

DWG. 1A11/14

SECT. A-A

CR8-r6-R31

DWG 2H1/3

CR8-r5-R29

C R

B r

R

C R

B

S

C R

B r

R

CR8B-r7-R16

DETAIL B, DWG. 2A1/15

HUBBELL F-3703 FLOOR BOX

CR8B-r7

17 >

E

C O

N T

R

J

T

ONLY

BLANK COVER

H/5

B

H/5

B

T-8

CR8-r7-R17

CR8.1-e2-R, 26, E

CR8-r8-R11, 13, 15

CR8-6

> COLUMN

17 EL. 2133.0

EL. 2133.0

52171

#2

BELOW

52171 ON CEILING

BLANK COVER ONLY

CR8B-r7

151515

15 E 15

R26

G R

F

DWG 2A1/1

DETAIL F

GRF3, EL. 2141.0

52171, EL. 2135.5

ELEV.

EXP. JT.

EL. 2135.5

52171

L U

M N

DET. A, DWG 1G1/2

CR8-r1-S8

52171, EL. 2135.5

L U

M N

52171, EL. 2135.5

L U

M N

52171

L U

M N

GRF3, EL. 2140.5

GRF3, EL. 2140.5

FOR CONTINUATION SEE DWG. 2H1/2

4 #2

CR8.1-e1-CR8A

S D

CR8A-r4

C O

N T

R

J

T

CR8A-r4-R23

GRF3, EL. 2140.5

R13

CR8-r3-R22

#10

UNSWITCHED CKT

11’-0" 12’-0"8’-0"7’-0"14’-0"

7’-0"7’-0"14’-0"

12" 2

12"

14’-0"4’-0"5’-6"5’-6"13’-6"5’-6"

14’-0" 11’-6" 24"

21"

15"

18" 18"

18"

15"

5’-9"

2’-6"

2H/2

A

2H/2

A

24"

#10

#10

CR8-r1-CR8B, 1�"

DOWN

CR8-r1-CR8A, 1�"-R1, 3, 5

S

CR8-r10, 1" R25, 27, E

CR8-r9, 1"-R7, 9

CR8-r8-R11, 13, 15

CR8.1-e2-R, 26E

CR8.1-e1-R26, E

CR8-r11, R19

CR8-r12, R28, 30, #10

CR8-s14, 1"

DWG 2A1/15

EL. 2143.5

OPPOSITE WALL

CR8-s13, 1" IN

DET. C, DWG. 2G1/7

TR8-r1-CR8, 2"

#1/0

2 #10

2 #12

EL. 2137.5

CR8.1

E

DWG 2G1/10

DETAIL A

DWG 2H1/2

DETAIL A

EL. 2135.0

52171

CR8-r6-R, 31

EL. 2131.5

CR8

DWG 1H1/2

CR7.1-e1-CR8.1, 1"

FOR ITEM ONLY

DIMMER CONTROL

52171 EL. 2133.0

CR8-r7-R17

S D

R31

CR8.1-e1-CR8A

CR8-r5-R29

CR8-r4-R23

CR8-r3-R22 #10

CR8-r6-

CR8-r1-S8

CR8-r1, 1"-R12, 14

CR8-r2-R18, 20

DWG 2A1/6

CR8-r1-cr8B, 1�", #2

EL. 2141.0

CR8-r1-CR8, 1, 2"

CR8-r1-CR8A, 1�"-R1, 3, 5, 4 #2

2’-3"2’-3"5’-0"

18"

GRF3, EL. 2138.5

PNL CR8A

T-FRAME LGT 7

OUTLETS 9

EL. 2131.5 LTG 11

WALL LTG, EL. 2131.5 13

EL. 2131.5 LTG 15

WALL LTG, EL. 2131.5 17

FLOOR LTG, EL. 2148 19

WALL LTG, EL. 2148 21

OUTLETS 23

MEZZ 25

MEZZ 27

STAIR LTG 29

STEP CONTROLLER 31

PNL CR8B

12 PENSTOCK RM LTG

14 PENSTOCK RM OUTLETS

16 OUTLETS, EL. 2131.5

22 EL. 2131.5 LTG

24 LTS, EMERG

26 LTS, EMERG

28 T-FRAME LTG

30 OUTLETS

SOLID NEUTRAL

G3ENEBS9

REFERENCE No. 20

SECTION A-A

DETAIL A

NO SCALE

CR7A

DETAIL B

AS CONSTRUCTED

BYDATE

SCALE: ¡›"=1’-0"

SCALE: ´�"=1’-0" SCALE: ´�"=1’-0"

REVISION DATE DESCRIPTION BY

A 72 MAR 10 EMS

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

DESIGNED BY

DRAWN BY

HDJ

LDB

CHIEF. HYDRO ELECTRIC DESIGN BRANCH

DATE:

CHIEF, ENGINEERING DIVISION

SHEET 206

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

SUBMITTED

SPEC. NO.

HEAD ELECTRICAL SECTION

SCALE

APPROVED FOR DIV ENGINEER 1972 JAN 7

POWERHOUSE

MAIN UNIT BAY 1

EL 2131.5

ADDED SERVICE PLATFORM ACCESS; MINOR REV.

EMS73 MAR 28B

EMS74 APR 26C

RELOCATED CR1A-r1-GP1-R7

347 290 291 293 303 306 311

CR1A

DETAIL F

ELEVATION VIEW

SCALE: ¡›"=1’-0"

DETAIL C

SCALE: ´�"=1’-0"

DETAIL D

SCALE: ´�"=1’-0"

LDP-1-6-2E1/1

PREPARED

REVISED TURBINE PIT CND & FIXTURES.

DETAIL E

SCALE: 3"=1’-0"

SIDE VIEW FRONT VIEW

PLAN EL 2131.5

CHECKED BY

HYDRO ELECTRIC DESIGN BRANCH, NPD

24"12"

12"

A

A

2’-6"10’-0"

2’-2"

18"

7’-10"15’-9"15’-9"15’-9"4’-3"

3’-0"

3’-0"

4’-3"4’-3"

4’-3"4’-3"

10’-0"7’-0"

4 #2

EL 2141.5

CR1A-r4

CR1A-r1-GP1-R7

DWG 2E1/7

EL 2133.5

GRF3, EL 2132.0

WP

GRF3, EL 2132.0GRF3, EL 2132.0

WP

EL 2135.5

72171

S

C O

N T

R

J

T

CR1A-r5-R15, 18, 20

GRF3, EL 2132.0

DWG 2E1/7

CR1A-r5-R15, 20

S

E

18 18

52171 IN FILLET

#10

#10

FD02

22 22 22

#10

S3

U P

C O

N T

R

J

T

#10

35¡ª 35¡ª

¡ª 45¡ª

45¡ª 45 ¡ª

CR1.1-e1-CR1A, R30, E

DWG 2E1/3

CR1-r1-CR1A, 1´�" R1, 3, 5

#10

LB, EL. 2132.0

FD2019

EL. 2129.0

TOP OF PIT LINER @ EL 2131.5

WP

DWG 2D1/4

3’-0"

DWG 2E1/3

CR1A-r4-R14

DETAIL B, (TYP)

12 12

10 10

12 12

DWG 2E1/7

CR1A-r4-R16

BALCONY ABOVE

S

CR1A-r1-TP1-R9, DETAIL E

K

EL 2135.5

R30, E

DWG 2E1/7

DETAIL C, (TYP)

CR1A-r1-R2, 4, 6

#10 23

CR1-r4-R23, DWG 2A1/11

CR1-r3-R22

CR1-r4, 1"-R21, 23, E

#10

DETAIL D (TYP)

EL 2141.0

GRF3,

C R e

R

3’-0"

S

DETAIL E

EL 2132.0

GRF3,

EXP. JT

CR1A-r1-G1, 1",R1, 3, 5

DWG 2E1/7

CR1A-r6-R17

52171, EL 2135.5

CR1A-s1-TP1, 1", EL 2131.75

SECTION A-A, DWG 1E1/3

D

SD

SD

SD

SD

DETAIL E

E

R14

72171

DWG. 2A1/11

FDR2

9"9"9"12"3’-0"4’-0"

EL 2137.25

CR1A-r4-R14, 16

CR1A-r5-R15, 18, 20

CR1A-s1-TP1, 1"

EL 2131.5

CR1A-r1-GP-R7

A

DET

CR1A

E

R10

APPLETON 11360

SWIVEL HANGER

EL 2143.5

54561 W/ ¡›" STUD

#14 FIXTURE WIRE

´�" CND

4’-6"

7"

CR1A-r1 G3, 1"

DETAIL C

R30, E

CR1A-e1-R30, E

#10

E

S

CR1A-r2-R12

R8

CR1A-r6-R17

CR1A-r1-TP1-R9

R1, 3, 5 CR1-r1-CR1A, 1´�", #2, CR1.1-e1-CR1A, R30, E

D SD

SD

SD

SD

CR1A-r1-R2, 4, 6

72171 EL 2135.5

CR1A-r3-R8, 10

30 21

30 43

30 65

SOLID NEUTRAL

BKRS EXCEPT AS NOTED

SINGLE-POLE 20AMP

r2

R r3 r4

-r1-G1, 1" r

G P

C R e

C R

A r

T P s

T P r

C R r

C R

A

-e1 r1 r

3" 2´�" 2´�"

3" 2´�" 2´�" 2´�" 2´�" 5" 2´�" EXPOSED ˘�" CND

6"

6"

G3ENEBS9

REFERENCE No. 21

DETAIL A

NO SCALE

CR7A

DETAIL B

AS CONSTRUCTED

BYDATE

SCALE: ¡›"=1’-0"

REVISION DATE DESCRIPTION BY

A 72 MAR 10 EMS

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

DESIGNED BY

DRAWN BY

HDJ

LDB

DATE:

CHIEF, ENGINEERING DIVISION

SHEET 207

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

SUBMITTED

SPEC. NO.

HEAD ELECTRICAL SECTION

SCALE

APPROVED FOR DIV ENGINEER 1972 JAN 7

POWERHOUSE

MAIN UNIT BAY 2

EL 2131.5

ADDED SERVICE PLATFORM ACCESS; MINOR REV.

EMS73 MAR 28B

EMS74 APR 26C REVISED TURBINE PIT CND & FIXTURES

RELOCATED CR2A-r1-GP-R7

347 290 291 293 303 306 311

CR2A

DETAIL E

ELEVATION VIEW

SCALE: ¡›"=1’-0"

DETAIL C

SCALE: ´�"=1’-0"

DETAIL D

SCALE: ´�"=1’-0"

LDP-1-6-2E1/2

CHECKED BY

CHIEF HYDRO-ELECTRIC DESIGN BRANCH

PREPARED

PLAN EL 2131.5

SCALE ´�"=1’-0" SCALE ´�"=1’-0"

HYDRO ELECTRIC DESIGN BRANCH, NPD

24"12"

12"

A

A

2’-6"10’-0"

2’-2"

18"

7’-10"15’-9"15’-9"15’-9"4’-3"

3’-0"

3’-0"

4’-3"4’-3"

4’-3"4’-3"

10’-0"7’-0"

4 #2

EL 2141.5

CR2A-r4

CR2A-r1-GP-R7

DWG 2E1/7

EL 2133.5

GRF3, EL 2132.0

WP

GRF3, EL 2132.0GRF3, EL 2132.0

GRF3, EL 2132.0

WP

EL 2135.5

72171

S3

C O

N T

R

J

T

CR2A-r5-R15, 18, 20

GRF3, EL 2132.0

DWG 2E1/7

CR2A-r5-R15, 20

S

E

18 18

52171 IN FILLET

#10

#10

FDO2

22 22 22

#10

S

C O

N T

R

J

T

#10

35¡ª 35¡ª

¡ª 45¡ª

45¡ª 45 ¡ª

DWG 2E1/4

CR2-r1-CR2A, 1´�" R1, 3, 5

#10

LB, EL. 2132.0

FD2019

EL. 2129.0

TOP OF PIT LINER @ EL 2131.5

WP

DWG 2E1/4

3’-0"

DWG 2E1/4

CR2A-r4-R14

DETAIL B, (TYP)

12 12

10 10

12 12

EXP JT

DWG 2E1/7

CR2A-r4-R16

BALCONY ABOVE

CR2A-r1-TP2-R9, DETAIL E

K

EL 2135.5

DETAIL C, (TYP)

CR2A-r1-R2, 4, 6

#10 23

CR2-r4-R23, DWG 2A1/11

CR2-r3-R22

CR2-r4, 1"-R21, 23, E

#10

DETAIL D (TYP)

CR2A-r6-R11, 13

DWG 2A1/6

FDR2

CR2.1-e1-CR2A, DS

DS

DS

DS

DS

52171, EL 2135.5

CR2A-s1-TP2, 1", EL 2131.75

SECTION A-A, DWG 1E1/3

CR2A-r1-G2, 1", R1, 3, 5

DETAIL E

E

DWG. 2A1/11

9"9"9"12"3’-0"4’-0"

EL 2137.25

CR2A-r4-R14, 16

CR2A-r5-R15, 18, 20

CR2A-s1-TP2, 1"

EL 2131.5

CR2A-r1-GP-R7

A

DET

CR2A

E

R10

APPLETON 11360

SWIVEL HANGER

EL 2143.5

54561 W/ ¡›" STUD

#14 FIXTURE WIRE

´�" CND

4’-6"

7"

DETAIL C

#10

E

CR2A-r2-R12

CR2.1-e1-CR2A

R8CR2A-e1

CR2A-r1 G2, 1"-R1, 3, 5

R1, 3, 5 CR2-r1-CR2A, 1´�", #2, CR2A-r1-TP2-R9

CR2A-r6-R11, R13

CR2A-r1-R2, 4, 6

72171 EL 2135.5

CR2A-r3-R8, 10

DS

DS DS

DS

DS

30 21

30 43

30 65

SOLID NEUTRAL

BKRS EXCEPT AS NOTED

SINGLE-POLE 20 AMP

r2

R r3 r4

-r1-G2, 1" r

G P

C R e

C R

A r

T P s

T P r

C R r

C R

A

-e1 r1

3" 2´�" 2´�"

3" 2´�"2´�"2´�"2´�"2´�"2´�"2´�" r

G3ENEBS9

REFERENCE No. 22

DETAIL A

NO SCALE

CR7A

DETAIL B

AS CONSTRUCTED

BYDATE

SEP 1 1986

SCALE: ¡›"=1’-0"

REVISION DATE DESCRIPTION BY

A 72 MAR 10 EMS

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

DESIGNED BY

DRAWN BY

HDJ

CHECKED BY:

LDB

PREPARED:

CHIEF. HYDRO-ELECTRIC DESIGN BRANCH

DATE:

CHIEF, ENGINEERING DIVISION

LDP-1.6-6-2F1/1

SHEET 213

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

SUBMITTED

SPEC. NO.

HEAD, ELECTRICAL SECTION

SCALE

APPROVED FOR DIV ENGINEER 1972 JAN 7

POWERHOUSE

MAIN UNIT BAY 3

EL 2131.5

ADDED SERVICE PLATFORM ACCESS; MINOR REV.

EMS73 MAR 28B

EMS74 APR 26C REVISED TURBINE PIT CND & FIXTURES

RELOCATED CR3A r1-GP-R7

347 290 291 293 303 306 311

CR3A

DETAIL E

ELEVATION VIEW

DETAIL C

DETAIL D

SCALE: ´�"=1’-0" SCALE ´�"=1’-0"

SCALE ¡›"=1’-0"

SCALE ´�"=1’-0" SCALE ´�"=1’-0"

PLAN EL 2131.5

HYDRO ELECTRIC DESIGN BRANCH, NPD

24"12"

12"

A

A

2’-6"10’-0"

2’-2"

18"

7’-10"15’-9"15’-9"15’-9"4’-3"

3’-0"

3’-0"

4’-3"4’-3"

4’-3"4’-3"

10’-0"7’-0"

4 #2

EL 2141.5

CR3A-r4

CR3A-r1-GP-R7

DWG 2E1/7

EL 2133.5

GRF3, EL 2132.0

WP

DETAIL E

GRF3, EL 2132.0

GRF3, EL 2132.0

GRF3, EL 2132.0

WP

EL 2135.5

72171

S

C O

N T

R

J

T

CR3A-r5-R15, 18, 20

GRF3, EL 2132.0

DWG 2E1/7

CR3A-r5-R15, 20

S

E

18 18

52171 IN FILLET

#10

#10

FDO2

DWG 2A1/1

22 22 22

#10

S3

U P

C O

N T

R

J

T

#10

35¡ª 35¡ª

¡ª 45¡ª

45¡ª 45 ¡ª

CR3.1-e1-CR3A, R30, E

DWG 2F1/3

CR3-r1-CR3A, 1´�" R1, 3, 5

#10

LB, EL. 2132.0

FD2019

EL. 2129.0

TOP OF PIT LINER @ EL 2131.5

WP

DWG 2F1/3

3’-0"

DWG 2F1/3

CR3A-r4-R14

DETAIL B, (TYP)

12 12

10 10

12 12

EXP JT

DWG 2E1/7

CR3A-r4-R16

BALCONY ABOVE

CR3A-r1-TP3-R9, DETAIL E

K

EL 2135.5

R30, E

DWG 2E1/7

DETAIL C, (TYP)

CR3A-r1-R2, 4, 6

#10 23

CR3-r4-R23, DWG 2A1/11

CR3-r3-R22

CR3-r4, 1"-R21, 23, E

#10

DETAIL D (TYP)

FDR2

DS

SD

SD

SD

SD

CR3A-r1-G3, 1", R1, 3, 5

E

52171, EL 2135.5

CR3A-s1-TP3 1", EL 2131.75

SECTION A-A, DWG 1E1/3

9"9"9"12"3’-0"4’-0"

EL 2137.25

CR3A-r4-R14, 16

CR3A-r5-R15, 18, 20

CR3A-s1-TP3, 1"

EL 2131.5

CR3A-r1-GP-R7

A

DET

CR3A

E

R10

APPLETON 11360

SWIVEL HANGER

EL 2143.5

54561 W/ ¡›" STUD

#14 FIXTURE WIRE

´�" CND

4’-6"

7"

DETAIL C

R30, E

CR3A-e1-R30, E

#10

E

CR3A-r2-R12

CR3.1-e1-CR3A

R1, 3, 5 CR3-r1-CR3A, 1´�", #2

CR3A-r1 G3, 1" R1, 3, 5

DS

DS

DS DS

DS

CR3A-r3-R8, 10

72171 EL 2135.5

CR3A-r1-R2, 4, 6

CR3A-r1-TP3-R9

30 21

30 43

30 65

SOLID NEUTRAL

BKRS EXCEPT AS NOTED

SINGLE-POLE 20AMP

r2

R r3 r4

-r1-G3, 1" r

G P

C R e

C R

A r

T P s

T P r

C R r

C R

A

-e1 r1

3" 2´�" 2´�"

3" 2´�" 2´�" 2´�" 2´�" 5" 2´�"

G3ENEBS9

REFERENCE No. 23

DETAIL A

NO SCALE

CR7A

DETAIL B

AS CONSTRUCTED

BYDATE

SCALE: ¡›"=1’-0"

SCALE: ´�"=1’-0"

REVISION DATE DESCRIPTION BY

A 72 MAR 10 EMS

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

DESIGNED BY

DRAWN BY

HDJ

LDB

CHIEF, HYDRO-ELECTRIC DESIGN BRANCH

DATE:

CHIEF, ENGINEERING DIVISION

SHEET 214

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

SUBMITTED:

SPEC. NO.

HEAD, ELECTRICAL SECTION

SCALE

APPROVED FOR DIV ENGINEER 1972 JAN 7

POWERHOUSE

MAIN UNIT BAY 4

EL 2131.5

ADDED SERVICE PLATFORM ACCESS, MINOR REV.

EMS73 MAR 28B

EMSC

293 347 290 291 303 306 311

CR4A

DETAIL E

ELEVATION VIEW

SCALE: ¡›"=1’-0"

DETAIL C

DETAIL D

SCALE: ´�"=1’-0"

LDP-1-6-2F1/2

CHECKED BY

PREPARED

EMS74 APR 26D

73 JUN 1

REVISED TURBINE PIT & ADDED CND FOR GEN. ITS.

ADDED STARWAY & NOTE 1.

RELOCATED CR4A-r1-GP-R7

1.

NOTE

NOTED. SEE NOTE 1, DWG 2A1/10.

FIXTURES IN STAIRWAY SHALL BE ITEM EXCEPT AS37

SCALE ´�"=1’-0" SCALE ´�"=1’-0"

PLAN EL 2131.5

HYDRO ELECTRIC DESIGN BRANCH, NPD

24"12"

12"

A

A

2’-6"10’-0"

2’-2"

18"

3’-0"

3’-0"

4’-3"4’-3"

4’-3"4’-3"

10’-0"7’-0"

4 #2

EL 2141.5

CR4A-r4

CR4A-r1-GP-R7

DWG 2E1/7

EL 2133.5

GRF3, EL 2132.0

WP

DETAIL E

GRF3, EL 2132.0

GRF3, EL 2132.0

GRF3, EL 2132.0

WP

EL 2135.5

72171

C O

N T

R

J

T

CR4A-r5-R15, 18, 20

GRF3, EL 2132.0

DWG 2E1/7

CR4A-r5-R15, 20

S

E

18 18

52171 IN FILLET

FDQ2

DWG 2A1/11

22 22 22

#10

S

C O

N T

R

J

T

#10

35¡ª 35¡ª

¡ª 45¡ª

45¡ª 45 ¡ª

CR4.1-e1-CR4A, R30, E

DWG 2F1/4

CR4-r1-CR4A, 1´�" R1, 3, 5

#10

LB, EL. 2132.0

FD2019

EL. 2129.0

TOP OF PIT LINER @ EL 2131.5

WP

DWG 2F1/4

3’-0"

DWG 2F1/4

CR4A-r4-R14

DETAIL B, (TYP)

12 12

10 10

12 12

EXP JT

DWG 2E1/7

CR4A-r4-R16

BALCONY ABOVE

CR4A-r1-TP4-R9, DETAIL E

K

EL 2135.5

DETAIL C, (TYP)

CR4A-r1-R2, 4, 6

#10 23

CR4-r4-R23, DWG 2A1/11

CR4-r3-R22

#10

DETAIL D (TYP)

CR4A-r5

SECT A-A, DWG 1E1/3

CR4A-r5

EL 2135.5

52171

GR4A-r6-R11, 13

CR4-r4, 1"-R21, 23, 26, E

#10

#10

E 21 21 21E E21 21 21 E 21 21 E

38 38 38

38NOTE 1 (TYP)

EL 213975

UP

EL 2148

UP

SEE DWG 2A1/11

FOR CONTINUATION

R26

EL 2134.5

12"

CR4A-s1-TP4, 1", EL 2131.75

52171, EL 2135.5

DETAIL A, DWG 2A1/12 (TYP)

DWG 2A1/6

CR4-r4-R21, E

(FOR MANUAL STARTER)

2 GANG FD BOX EL 2135.5

FDT2

DS

DS

DS

DS

DS

CR4A-r1-G4, 1", R1, 3, 5

E

15’-9"15’-9"4’-3"

7’-10"15’-9"

9"9"9"12"3’-0"4’-0"

EL 2137.25

CR4A-r4-R14, 16

CR4A-r5-R15, 18, 20

CR4A-s1-TP4, 1"

EL 2131.5

CR4A-r1-GP-R7

A

DET

CR4A

E

R10

APPLETON 11360

SWIVEL HANGER

EL 2143.5

54561 W/ ¡›" STUD

#14 FIXTURE WIRE

´�" CND

4’-6"

7"

DETAIL C

#10

E

CR4A-r2-R12

CR4.1-e1-CR4A

CR4A-r1 G3, 1"-R1, 3, 5

CR4A-e1

CR4A-r6-R11, R13

CR4A-r1-TP4-R9

CR4A-r3-R8, 10

72171 EL 2135.5

CR4A-r1-R2, 4, 6

DS

DS DS DS

DS

R1, 3, 5 CR4-r1-CR4A, 1´�", #2, 30 21

30 43

30 65

SOLID NEUTRAL

BKRS EXCEPT AS NOTED

SINGLE-POLE 20 AMP

r2

R r3 r4

-r1-G3, 1" r

G P

C R e

C R

A r

T P s

T P r

C R r

C R

A

-e1 r1 r 2´�" 2´�" 2´�" 2´�" 2´�" 2´�" 2´�"

3"

3" 2´�"2´�"

G3ENEBS9

REFERENCE No. 24

NO SCALE

CR5A

PLAN EL. 2131.5

SCALE: �"=1’-0"

SCALE: �"=1’-0"

ELEVATION VIEW

DETAIL B

FOR GENERAL NOTES AND LEGEND SEE DWG. 1G1/41.

2.

NOTES

EQUAL.

MAIN BUS WESTINGHOUSE TYPE WEB OR APPROVED

3 PHASE, 4 WIRE, SN, 120/208 VOLT 20CKT, 100AMP.

SINGLE-POLE 20AMP BREAKERS EXCEPT AS NOTED.

BY HASH MARKS) SHOWN ON DRAWING.

RECEPTACLES, SWITCHES AND CONDUCTORS (INDICATED

CONTRACTOR TO INSTALL SURFACE MOUNTED FIXTURES,

SCALE: �"=1’-0"

SCALE: �"=1’-0"

DETAIL C

CORPS OF ENGINEERS U.S. ARMY

REVISION DATE DESCRIPTION BY

1 RCM

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

DESIGNED BY

DRAWN BY

TMS

RRL

PREPARED:

CHIEF, ENGINEERING DIVISION

SHEET 104

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

DATE

CHECKED BY

86 SEPT. 1 AS CONSTRUCTED

AS CONSTRUCTED

BYDATE

A

B

C

D

234 1

A

B

C

D

14 WILL INCREASE YOUR PROFITSVALUE ENGINEERING

SEP 1 1986

SPEC. NO.

CHIEF, HYDRO-ELECTRIC DESIGN BRANCH

SUBMITTED

MAIN UNIT BAY 5

EL 2131.5

RP

LDP-1.6-6-2G1/1

POWERHOUSE UNIT 5

SCALE AS SHOWN

APPROVED: FOR DIV. ENGINEER

HYDROELECTRIC DESIGN CENTER, NPD

HEAD SECTION

24"12"

12"

A

A

12"6"3’-0"2’-9"

2’-6"10’-0"

2’-2"

18"

7’-10"15’-9"15’-9"15’-9"6’-0"

23"

3’-0"

3’-0"

4’-3"4’-3"

4’-3"4’-3"

10’-0"7’-0"

AT EL 2130.25

STUBBED FLUSH

EXISTING CONDUIT

CR5-r3-R22

4 #2

EL 2131.25

AT EL 2130.25

STUBBED FLUSH

EXISTING CONDUIT

CR5A-r1-G5, 1", R1, 3, 5

72171 14

CR5A-r1-GP, R7

DWG 2G1/6

EL 2133.5

GRF3, EL 2132.0

EL 2132.0

WP

DETAIL B

GRF3, EL 2132.0

GRF3, EL 2132.0

EL 2132.0

GRF3, EL. 2132.0

DETAIL B

WP

EL 2135.5

72171

S

RECEPTACLE.

HINDS AEQ1358

FOR CROUSE

BOX SUITABLE

EL 2135.5

BARREL ABOVE

GENERATOR

C O

N T

R

J

T

EXISTING BALCONY ABOVE

CR5A-r5-R15, 18, 20

72171

GRF3, EL 2132.0

DWG 2G1/6

CR5A-r5-R15, 20

EL 2135.5

72171

S

72171

E

18 18

E

52171 IN FILLET

#10

22 22 22

#10

R23 CR5-r4-R23

S

EL 2131.25

CONCRETE

EXISTING

U P

C O

N T

R

J

T

#10 #10

EXP. JT.

#10

35° 35°

° 45°

45° 45

DETAIL C (TYP)

12 12

10 10

8 8

12 12

CR5.1-e1-CR5A, R30, E

DWG. 2G1/3

CR5-r1-CR5A, 1�"-R.1, 3, 5

CR5A-r4-R14 CR5-r4, 1", R21, 22, 23, E

FOR CONTINUATION SEE 2G1/3

EL 2141.5

CR5A-r4

CR5A-s1-TP5 1" EL 2131.75

SECTION A-A, DWG 1G1/4

CR5A-r1-TP5-R9, 17, 19

SD

SD

SD

SD

SD

DWG 2G1/6

CR5A-r4-R16

CR5A-r1-R2, 4, 6

#10

EL 2131.25

CONCRETE

EXISTING

D N

#10

FD02

DET. D. DWG. 2E1/1 (TYP)

BOX EXT.

52171, EL 2135.5

S INCB

CBS

FD BOX

R20

FLEX CND.

FAN

FDR2 EL 2135.5

LB, EL. 2132.0

EL. 2129.0

FD2019

WP

EL 2131.5

TOP OF PIT LINER @

DWG 2A1/11

9"9"9"12"3’-0"4’-0"

EL 2137.25

CR5A-r4-R14, 16

CR5A-r5-R15, 18, 20

CR5A-r2-

CR5A-s1-TP5, 1"

EL 2131.5

CR5A-r1-GP-R7

A

DET.

CR5A

CR5-r1-CR5A, 1�", #2, R1, 3, 5

R10

R8

#10

CR5.1-e1-CR5A, R30, E CR5A-r1-TP5; R9

CR5A-r3-R8, 10

SD

SD

SD SD SD

72171 EL 2135.5

CR5A-r1-R2, 4, 6

CR5A-e1-R30, E

CR5A-r1-G5, 1", R1, 3, 5

APPLETON 11360

SWIVEL HANGER

54561 W/ �" ????

#14 FIXT. WIRE

EL 2143.5

�" CND.

55 4’-6"

30 65

A B C

RECPT. 720W

REC. LTG. 200W

WALL LTG. 1400W

GR. PUMP 1000W

GEN. LTG. 800W

THRUST BRG. LTG.

SOLID NEUTRAL

30LTG. 1800W

LTG. 600W

RECPT. 1000W

TURB.1-HP-746W

SPARE

SPARE

RECPT.

THRUST BRG.

AT EL 2135.5

3 RECPT.

REC. LTG. 1200W

REC. LTG. 1200W

BALC. LTG. 600W

FAN

G3ENEBS9

REFERENCE No. 25

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

DESIGNED BY

RP

DRAWN BY

TMS

CHECKED BY:

RRL

PREPARED:

HEAD ELECTRICAL SECTION

SUBMITTED:

CHIEF, HYDRO-ELECTRIC DESIGN BRANCH

SCALE AS SHOWN SPEC. NO.

APPROVED: FOR DIV. ENGINEER DATE:

CHIEF, ENGINEERING DIVISION

LDP-1.6-6-2G1/2

SHEET 105

LIBBY DAM

KOOTENAI RIVER, MONTANA

LIGHTING SYSTEM

MAIN UNIT BAY 6

EL 2131.5

A

B

C

D

A

B

C

D

CORPS OF ENGINEERS U.S.