A.03 W9127N23R0032 DRAWINGS - FIO.pdf

P .O .T . C

S T

A . 0

+0

SAWKA PHILLIPS MCCRACKEN

A

B

C

B

A

C

N E

W

C U

R B

1’

WALL

EXISTING CUTOFF

SCALE: �"= 1’-0"

12" 0 5’ 10’ 15’

SCALE: �"= 1’-0"

9" 9"

4" 4"

4�" 4�"

8" 8"

P R

O J

E C

T I O

N

EL. 90.00

(JOINT BARS NOT SHOWN)

175# CRANE RAIL

ABOVE BASE OF RAIL

PAINT WITH ASPHALT

NUT & LOCK WASHER

CLAMP } 3"X�"X3�"

FILLER } 3"X�"X2�"

SEE DETAIL

LEVLEING }

1�"~ HOLE.

WASHER 2"X2"X�". USE

THREAD, 2 HEX NUTS, 1 PLATE

RAIL ANCHOR BOLT 5�" MIN.

1"X16" SQUAREHEAD CRANE

2’ ON CENTER TYPICAL.

CONCRETE

EL. 90.00

TOP OF RAIL

6"

1�"

�"R

SCALE: 3"= 1’-0"

14’-6" 5’-0"5’-0" 14’-6"

RAIL

{ CRANE

RAIL

{ CRANE

WALL

CUTOFF

EXISTING

SUBGRADE

COMPACTED

M I N

�" R

MATERIAL

BACK UP

1�"

8�" 1�"

1�"~ HOLE

EXTENSION

CRANE RAIL

MATERIAL

BACK UP

JOINT SEALANT

JOINT FILLER

�" PREMOLDED

DETAIL

DETAIL

SECTION

SECTION

SECTION

C

A

B

FULL SIZE

DETAIL 2

SEE DETAIL

6"

SCALE: 1"= 1’-0"

+0

1+5

1+0

+5

1’-0" 4’-6"

1’-0"

DETAIL 3

SCALE: �"= 1’-0"

3" 3"

SCALE: 1"= 1’-0"

G

SEALANTBACKUP MATERIAL

#8X24" DOWEL BAR @ 15"

BOND BREAKER ONE SIDE

EL.86.50

E.J.

E

EXISTING

CONCRETE

NEW CONCRETE

BOND

BREAKER

JOINT SEALANT

M I N

(TYP. EACH RAIL)

& EXISTING RAIL

SPLICE RAIL EXTENSION

C .J

C .J

C .J

C .J

C .J

SECTION

SECTION

NON-SHRINK GROUT

E

E

F

F

G

G

M A

T

H

L

IN

E

R

EXIS

TIN

G

CONDUIT

’-0

R

4’-11�"

11’-0"R.

’-0

E

E

EXISTING

DEBRIS

CHUTE

N.T.S.

TYPICAL CONTRACTION JOINT

AT CRANE RAIL FOOTING

TYPICAL EXPANSION JOINT

TYPICAL CONTRACTION JOINT

NOTES:

NOTE: DIMENSIONS TO

BACK OF CURB.

1. FOR TYPICAL EXPANSION JOINT SEE DETAIL

2. FOR TYPICAL CONTRACTION JOINT SEE SECTIONS

F G

1’

1’

1’

1’

’-0

’-6

EXISTING

EXISTING

PARAPET

PARAPET

E X

IS

T C

U R

B

FILL BLOCKOUT WITH

A/C (TYP. EA. RAIL)

3" 3"

SCALE: 1"= 1’-0"

D

BACKUP MATERIAL

#8X24" DOWEL BAR @ 15"

BOND BREAKER ONE SIDE

SECTION

TYPICAL CONSTRUCTION JOINT

HOT POURED

SEALANT

BOND BREAKER

(FOR CONSTRUCTION JOINT APPLY

BOND BREAKER TO ONE SIDE)

8 8

8 8

PLAN, SECTIONS, & DETAILS 1

E L .9

.0

S T

A .O

.5

E L .8

.7

B E

G

T R

E N

D

A

E

N

A

IN

E L .9

.0

E L .9

.0

AT EXISTING COUPLING

TO EXISTING CONDUIT

CONNECT NEW CONDUIT

1#

N

D 1"

R

G S

IN

S T

A L L

1#8

GNDINSTALL 2

#12

D 1"

R

G S

IN

S T

A L L

A T

E

X

IS

T

O

U P

L

IN

G

T O

E

X

IS

T

N D

U

IT

C O

N N

E

N D

U

IT

D

IN

S T

A L L

-2.0%-2.0%

EL.90.09 EL.90.09

EL.89.73

-2.0%-2.0%

SWEEP CONDUIT

LUMINAIRE

RELOCATED

LUMINAIRE

EXISTING

CURB

TOP OF

BACKUP MATERIAL

HOT POURED

SEALANT

SECTION

I

SCALE: 1"= 1’-0"

SCALE: 3"= 1’-0"

SCALE: 3"= 1’-0"

BACKUP MATERIAL

SECTION

H

SECTION F

SEALANT

SEE DETAIL 1

SEE DETAIL 2

BOND BREAKER

7-15/2

7X15X2.BDF

1�"

ELEVATIONS

3. VERIFY EXISTING PAVEMENT LOCATION AND

MSP11DEC931

GENERAL REVISIONS

D R

A

IN

1+0

AS-CONSTRUCTED

CONTRACT NO.DACW57- 94-C-0044

A

B

C

A

B

4 3

C

D D

4 3 2 1

U.S. ARMY ENGINEER DISTRICT, PORTLAND

BYDESCRIPTIONREVISION DATE

SUBMITTED:

DATE: SHEET:

CHECKED:DESIGNED: DRAWN:

U.S. ARMYCORPS OF ENGINEERS

COLUMBIA RIVER OREGON - WASHINGTON

THIS PRINT REDUCED

TO ONE-HALF SCALE

BONNEVILLE SECOND POWERHOUSE

DAVID J. ILLIAS, P.E.

ACTING CHIEF, DESIGN BRANCH

PLATE

BDF-

FGE IMPROVEMENTS

TIE STORAGE AREA & CRANE RAIL EXTENSION

CADD DESIGN FILE PATH:

22 OCTOBER 1993

/PROJECTS/2PWHSE/TIE

CD1

94-0044

G2ecdbdb Text Box

FOR INFORMATION ONLY

SAWKA PHILLIPS MCCRACKEN

THROUGHOUT

EL. 90.00

THROUGHOUT

EL. 90.00

+0

12" 0 5’ 10’ 15’

SCALE: �"= 1’-0"

22’-6"

EL.97.06

TOP OF VIADUCT SLAB

SECTION

SECTION

EXISTING VIADUCT

BOND BREAKER

A

B

�"=1’-0"

�"=1’-0"

�" EXP.

MATERIAL

NOTE: CRANE STOP

NOT SHOWN.

V I A

D U

C T

8"

DETAIL

SEE

DETAIL

1"=1’-0"

R

M A

T

E

C .J

C .J

C .J

C .J

C .J

1�"R.

�"R.

PLAN

’ NEW

WIR

E

’ EXIS

TIN

G

CONDUIT

LUMINAIRE

EXISTING

TRENCH

DRAI

EL.101.17

N

A .C

N

.C

PLAN, SECTIONS, & DETAILS 2

N

7-15/3

SEE DETAIL

JOINT

�" EXPANSION

7X15X3.BDF

TO

P

O F

C O

N C R E T E

E L

TO

P

O F

C O

N C R E

TOP

OF

CONCRETE

EL

.2

T

F

N C

R E

5’-0" R.

EL. 91.13

THROUGHOUT

EL. 90.09

NOTES:

1. FOR TYPICAL EXPANSION JOINT SEE DETAIL

2. FOR TYPICAL CONTRACTION JOINT SEE SECTIONS

F G

8 8

ELEVATIONS.

3. VERIFY EXISTING PAVEMENT LOCATIONS AND

11DEC931 ADD ELEVATIONS; EXTENED CURB & SLAB MSP

E.J.

SCALE: 1�"= 1’-0"

3" A.C. PAVING

3" LEVELING COURSE

9" BASE COURSE

SUBGRADE

COMPACTED

SECTION

EACH LOCATION

GRADE VARIES AT

CURB

CONC.

6"

C

STA. 3+70

SERVICE ROAD

S T

A . 3

.5

NEW A.C.

2’-0"

MATCH ELEVATION OF A.C.

9�"

D R

A I N

6’ -6

2’ -1

0"

CONCRETE (4" DEEP)

UNDER CRANE RAIL

8" STEEL SLEEVE

A

B

C

A

B

4 3

C

D D

4 3 2 1

U.S. ARMY ENGINEER DISTRICT, PORTLAND

BYDESCRIPTIONREVISION DATE

SUBMITTED:

DATE: SHEET:

CHECKED:DESIGNED: DRAWN:

U.S. ARMYCORPS OF ENGINEERS

COLUMBIA RIVER OREGON - WASHINGTON

THIS PRINT REDUCED

TO ONE-HALF SCALE

BONNEVILLE SECOND POWERHOUSE

DAVID J. ILLIAS, P.E.

ACTING CHIEF, DESIGN BRANCH

PLATE

BDF-

FGE IMPROVEMENTS

TIE STORAGE AREA & CRANE RAIL EXTENSION

CADD DESIGN FILE PATH:

22 OCTOBER 1993

AS-CONSTRUCTED

CONTRACT NO.DACW57- 94-C-0044

/PROJECTS/2PWHSE/TIE

CD1

94-0044

G2ecdbdb

12" 0 5’ 10’ 15’

SCALE: �"= 1’-0"

SEE SHT.

HANDRAIL DETAILS

FOR STAIR AND

N.AXIS

THROUGHOUT

EL. 90.00

THROUGHOUT

EL. 90.00

DETAIL

SEE

A

A

DETAIL 1

EL.91.5

E.J.

NEW PARAPET

EXISTING CURB

EXISTING PARAPET

1"=1’-0"

1DETAIL

E A

S I D

E

E .O .P

S T

A .5

.3

EXISTING

EXISTING

EXISTING

BRIDGE

VIADUCT

SPILLWAY

PLAN

C.J.

C .J

C .J

C .J

C .J

TOP OF

EXISTING M.H.

EXISTING GUARDRAIL

EXISTING PROJECT ACCESS ROAD

EXISTING

FISH LADDER

C .J

C .J . C

.J

C .J

M A

T

N

E

B

B

S

E V

A T I O

N

L L

CURB

CURB

.2

END OF WALL

STA.4+35

3. FOR TYPICAL CONSTRUCTION JOINT SEE SECTIONS

HG

8 8

PLAN, SECTIONS, & DETAILS 3

E

E

E

E

END TRENCH DRAIN

CURB

EL.90.00

C

C

D 11 D

D

I

TRENCH DRAIN

EL.90.16

EL.90.08

EL.90.09

V A

R I E

S

SECTION

1"=1’-0"

E

�" CHAMPFER

EA. SIDE

2. FOR TYPICAL CONTRACTION JOINT SEE SECTIONS

F G

DO NOT DISTURB

12"

H 8 H

I

D

7-15/4

1. FOR TYPICAL EXPANSION JOINT SEE DETAIL

SEE DETAIL

JOINT

�" EXPANSION

7X15X4.BDF

EL.91.13

1 11DEC93 ELEVATION REVISIONS

MSP

NEW A.C.

2’-0"

C

(MATCH EXISTING)

NEW CURB

STA. 4+03.25

SERVICE ROAD

B

4. VERIFY EXISTING PAVEMNET LOCATION AND ELEVATIONS

INFORMATIONAL DRAWING BDG-7-12/8

5. FOR SERVICE ROAD STATIONING AND COORDINATES SEE

D R

A I N

AS-CONSTRUCTED

CONTRACT NO.DACW57- 94-C-0044

STA.5+50

NOTES:

2 08DEC95 AS-BUILT MSP

A

B

C

A

B

4 3

C

D D

4 3 2 1

U.S. ARMY ENGINEER DISTRICT, PORTLAND

BYDESCRIPTIONREVISION DATE

SUBMITTED:

DATE: SHEET:

CHECKED:DESIGNED: DRAWN:

U.S. ARMYCORPS OF ENGINEERS

COLUMBIA RIVER OREGON - WASHINGTON

THIS PRINT REDUCED

TO ONE-HALF SCALE

BONNEVILLE SECOND POWERHOUSE

DAVID J. ILLIAS, P.E.

ACTING CHIEF, DESIGN BRANCH

PLATE

BDF-

FGE IMPROVEMENTS

TIE STORAGE AREA & CRANE RAIL EXTENSION

CADD DESIGN FILE PATH:

22 OCTOBER 1993

/PROJECTS/2PWHSE/TIE

CD1

94-0044

G2ecdbdb

5'-6"

{ CRANE

RAIL

{ ROAD

29'-0"

{ CRANE

RAIL

EL.

VARIES 1

5'-0"

1'-0"

EL. 50.0

EL. 85.0

EL.90.09

EL.86.5

NOTE:

TIE'S AND STORAGE

BLOCKS ARE NOT SHOWN

EXISTING

FISH LADDER

3'-0"

012" 6" 1'

SCALE: 1"= 1'-0"

12"0 5' 10' 15'

SCALE: „"= 1'-0"

CRANE RAIL FOOTING

EL. 90.0

7'-6"

6 TREADS @ 15"

S E

S

12" 0 1' 2' 4'3'

SCALE: •"= 1'-0"

JOINT

CONSTRUCTION

SUBGRADE

COMPACTED

AFTER FABRICATION

PIPE (POST) GALVANIZED

1•"~ SCHEDULE 80

AFTER FABRICATION

PIPE (RAIL) GALVANIZED

1•"~ SCHEDULE 40

1"

4" ƒ"

DETAIL

DETAIL

FOR CONNECTION

SEE

SEE

DETAIL

4"~

NON-SHRINK GROUT

HANDRAIL POST

DETAIL

WELDED STUD @ 8"

‚"X2•" HEADED

42" TYP.

NONSLIP NOSING

…" GALV. STEEL

STAIRS

DETAIL

012" 6" 1'

SCALE: 1"= 1'-0"

12" 6" 3" 0 1'9"

SCALE: 1•"= 1'-0"

12" 6" 3" 0 1'9"

SCALE: 1•"= 1'-0"

•" EXPANSION MATERIAL

DETAIL 1

SECTION: STORAGE SLAB

STAIRS

1'-6" 2'-0"

CRANE RAIL

TOP OF

BUMPER }

BUMPER }

3'-0"

SECTION

SECTION

12" 0 1' 2' 4'3'

SCALE: •"= 1'-0"

CONC. SLAB

5"2•"

10"

2•"

4-•"~X6"

WELD STUDS

10"X10"X†" }

BUMPER PLATE DETAILS

0 3" 6" 12"

SCALE: 3"= 1'-0"

DETAIL

8"

1•"R.

ƒ"R.

SECTIONS & DETAILS

BOND BREAKER

9'-0" 9'-0" 12'-0" 12'-0" 10'-0" 20'-0"

EL.95.25

EL.91.13EL.90.52

31' -6"

10'-0"10'-0"

149'-2" ALONG OUTER FACE OF WALL

2"~ WEEP HOLES

(TYP)

ƒ"E.J. ƒ"E.J.

EL.91.12

WALL ELEVATIONS

EL.91.13

EL.90.13

EL.87.34

EL.93.60

EL.96.00

C D

12"0 5' 10' 15'

SCALE: „"= 1'-0"

0.02

8"

0.020.02

7-15/5

SHOWN

NOT

REINFOR.

1.5'

V E

R I

F Y

C O

N T

R A

C T

O R

R

BAR

#4 NOSING

#4 2

#4 @ 12"

CURB DETAIL

#4 2

#4 @ 12"

12" 0 2'1'6"

SCALE: ƒ"= 1'-0"

@ 12" SLAB

CURB DETAIL

12" 0 2'1'6"

SCALE: ƒ"= 1'-0"

@ 8" SLAB

1' -0

1'-7"

1' -7

7X15X5.BDF

1 11DEC93 ELEVATION CHANGE MSP

#4 @ 12" E.W.

SINGLE MAT

#4 @ 12" E.W.

SINGLE MAT

A

B

C

A

B

4 3

C

D D

4 3 2 1

U.S. ARMY ENGINEER DISTRICT, PORTLAND

BYDESCRIPTIONREVISION DATE

SUBMITTED:

DATE: SHEET:

CHECKED:DESIGNED: DRAWN:

U.S. ARMYCORPS OF ENGINEERS

COLUMBIA RIVER OREGON - WASHINGTON

THIS PRINT REDUCED

TO ONE-HALF SCALE

BONNEVILLE SECOND POWERHOUSE

DAVID J. ILLIAS, P.E.

ACTING CHIEF, DESIGN BRANCH

PLATE

BDF-

FGE IMPROVEMENTS

TIE STORAGE AREA & CRANE RAIL EXTENSION

CADD DESIGN FILE PATH:

22 OCTOBER 1993

AS-CONSTRUCTED

CONTRACT NO. DACW57- 94-C-0044

/PROJECTS/2PWHSE/TIE/ASBUILTS

G2ecdbdb

REINFORCEMENT

SECTIONSECTION

SECTION

�"=1’-0"

7-#9 EQ. SPA.

10-#9 EQ. SPA. 10-#9 EQ. SPA.

7-#9 EQ. SPA.

C L

C L

(T Y

P

(T Y

P

V A

R I E

S

6’-6"1’-9" 6’-6" 21’-0" 53’-0"

EXISTING

FISH LADDER WALL

SECTION C

B

�"=1’-0"

�"=1’-0"

REINFORCEMENT PLAN

A

A

B

B

D D

C

C

3"

SLAB

STORAGE

PIER

CRANE STOP

3"

#4 @ 12 E.W.

#4 @ 12 E.W.

#6 STIRUPS @ 12"

1’-3"

#4 @ 12

E.F.E.W.

1’-9"

C.J.

1�"CL.

2�"CL.

#4 @ 12

#4 @ 6

SECTION D

�"=1’-0"

�" E.J.

22’-6"

EL.97.06

TOP OF VIADUCT SLAB

NOTE: CRANE STOP

NOT SHOWN.

V I A

D U

C T

A

FF

SECTIONSECTION F

FOOTING

CRANE RAIL

10 SPA. @ 1’-11"=19’-2"

EXISTING VIADUCT

DRILL & EPOXY

3"CL.

C .J

3"CL.

3"CL.

3"CL.

C L

C L

C .J . C

.J

C .J

C .J

12" OUTSIDE RADIUS

12" O

UTSIDE RAD.

C .J

BETW

EEN

LONG

RADI

AL

BARS

OU

TSI

DE

RAD.

12" O

UTSID

E

RAD.

12 12

�"=1’-0"

1"=1’-0"

1"=1’-0"

#4 STIRRUPS @ 6"

6 #9 @ 6"

#5 STIRRUPS @ 12"

6 #9 @ 6"

ELEVATION HOOK LOCATIONS

HOOK DETAIL

EXISTING

VIADUCT

3" RAD.

1’-3" 6"

NEW WALL

DETAIL

HOOK

SEE

THIS SHEET

SEE ELEVATION

LOCATION

FOR HOOK

2"CL.

1"=1’-0"

7-15/6

#4 @ 12

#4 @ #4 @

#4

#4 @#4 @ 12

(T

Y P

CENTRD.

#4 @ 12"

#5 @ 12"

#4 @ 12"

3" CLR.

6"

8�"

OR APPROVED EQUAL

1’-5"9�" 9�"

NEENAH TYPE "A" GRATE & FRAME

#4 @ 12" #4 @ 12"

89.73

89.73

89.73

89.73

89.73

89.73

89.73

88.97

87.82

89.43

87.82

89.43

88.05

89.43

GRATE

TOP OF

TRENCH

BOTTOM OF

STATION

TABLE

SEE

ELEV.

TRENCH DRAIN DETAIL

DRAIN DETAIL

SEE TRENCH

TRENCH DRAIN ELEVATIONS

1�"=1’-0"

1’-5"

#4

#4 @ 6"

#9

3" CLR

2" CLR

12"

#4 @

8"

1 #4

#4 @ 12"

#4 STIRRUPS @ 6"

5 #4 @ 12"

SPLICE

4’-2"

10 #9

8"

#4 @ 12"

7X15X6.BDF

3’-0" 3’-0"

1’-3"

2’-4"

#4 T&B

12"

#6@

1’-3"

1’-3"

#4#4

3 #4

7"

#4 @ 12"

6"1’-10" 1’-3"

1’-7"

1’-3"

C .J

1 11DEC93 MSP

EXTEND CURB & SLAB; DRAIN ELEV.

AS-CONSTRUCTED

CONTRACT NO.DACW57- 94-C-0044

5+50

4+89 (DRAIN)

3+93

2+86 (DRAIN)

1+95

1+05 (DRAIN)

0+13.5

A

B

C

A

B

4 3

C

D D

4 3 2 1

U.S. ARMY ENGINEER DISTRICT, PORTLAND

BYDESCRIPTIONREVISION DATE

SUBMITTED:

DATE: SHEET:

CHECKED:DESIGNED: DRAWN:

U.S. ARMYCORPS OF ENGINEERS

COLUMBIA RIVER OREGON - WASHINGTON

THIS PRINT REDUCED

TO ONE-HALF SCALE

BONNEVILLE SECOND POWERHOUSE

DAVID J. ILLIAS, P.E.

ACTING CHIEF, DESIGN BRANCH

PLATE

BDF-

FGE IMPROVEMENTS

TIE STORAGE AREA & CRANE RAIL EXTENSION

CADD DESIGN FILE PATH:

22 OCTOBER 1993

/PROJECTS/2PWHSE/TIE

CD1

94-0044

G2ecdbdb

220-100/2

McCRACKEN McCRACKENPHILLIPS

20X100X2.BD

E X I

S T I

I

L L

W A

Y

R A

D

EXISTING FISH LADDER

060' 60'

030' 30'

SCALE: 1"= 30'

S T

A T I

O N

S E R

V I C E

B A

Y

B A

Y

A

B

C

A

B

C

A

B

C

A

B

C

T A I L R

A

C

K

B A

Y

B A

Y

B A

Y

B A

Y

B A

Y

B A

Y

B A

Y

E R E C T I

O N

B A

Y

EXISTING

ICE & TRASH CHUTE

BANK CHUTE

TURBINE

INTAKE

EXTENSIONS

(TIE'S)

F L O

W

EXTENDED

CRANE RAIL

REMOVE EXISTING

VIADUCT

EXISTING

PAVEMENT

DETAIL

TRASHRACKS ON

SLOPING FACE

PARAPET

EXTENDED STS IN

BULKHEAD SLOT

EMERGENCY BULKHEAD

SLOT

MAIN UNIT

TAILRACE

DECK

CRANE

RAILS

C B ASLOTS

TIE

SECOND

POWERHOUSE

NEW WHIRLY CRANE

MAXIMUM NORTH

POSITION

EXISTING INTAKE

GANTRY CRANE

DETAIL

CASCADES

ISLAND

TIE STORAGE

F L

O W

N

CABLE VAULT

PROPOSED

EXISTING

EXTENDED

CRANE RAIL

CRANE RAIL AND TIE STORAGE PLAN

ACCESS TO

EXISTING

CRANE RAIL AND TIE

STORAGE PLAN

A

B

C

A

B

4 3

C

D D

4 3 2 1

U.S. ARMY ENGINEER DISTRICT, PORTLAND

BYDESCRIPTIONREVISION DATE

SUBMITTED:

DATE: SHEET:

CHECKED:DESIGNED: DRAWN:

U.S. ARMYCORPS OF ENGINEERS

COLUMBIA RIVER OREGON - WASHINGTON

BONNEVILLE SECOND POWERHOUSE

DAVID J. ILLIAS, P.E.

ACTING CHIEF, DESIGN BRANCH

PLATE

BDF-

FGE IMPROVEMENTS

TIE STORAGE AREA & CRANE RAIL EXTENSION

CADD DESIGN FILE PATH:

22 OCTOBER 1993

AS-CONSTRUCTED

CONTRACT NO. DACW57- 94-C-0044

/PROJECTS/2PWHSE/TIE

G2ecdbdb

G2ecdbdb c

PS OF ENGINE

ld :i.:

Ld

CJ

~.5

CJ

z.

Lu c) t·· ci

I f-._.

N

I

.J

CL

SEE DETAIL "B"

DWG. 0/4

YALU

+1

34'·1'' 10. TO 0.

SECTIONS C ·C AND G· G

SU: DE TAIL. "A"

DWG. 0/4

w 12 x 30

W 5 X 16 (TYP)

w 12 x 30

SEE DETAIL "D" TYP.

[3Af~ fj x

I

LOWD~ Fl.fMENTS NOT SHOWN LOR Cl Al~ITY SEE owe.

FOR Gl~ATING AND lnDr.t:nlC'

ElEMENTS NOT SHOWN CLAl~ITY. SEE DWG.

GRATING AND IDDl"\D.'f'<C w 12 x :30

PLAN VIEW

WI

HOl.E (TYP.)

WT 6 X 7

WT 6 X 7

DETAIL "H"

DWG. 0/:5

w 12 x :so

. 1" " 1" L J;;X X 4

I.

SEE DETAll "I"

DWG. 0/3

'b I vi

W 12 X JO

" 1'' X4

TYi))

PL

w 12 x 30

SCALE: 1 1

SCALE: 1 1 /2" J' O"

w 12 x .30

HIGH

STLEL

HAND)

w 12 x 30 w 12 x 30 v w 5 x 16

HAND)

9 - 0 0()

/\UTOCAD VFR 10

w 12 x .so

HIGH

STEEL

u.

w 12 x .30 w 12 x .30

SECTION H···H

SCALE: 1 1/2"·"1'·0"

HIGH

STEEL

1" L .32 X

F'LATE

ARMY

1. ALL MAH.RIAL.S TO m: srnuCTUf~AL omrnWISE NOTED.

ASTM A36 UNLESS

2. ALL MATERIAL r:DR ROUJO SE.CTiONS SHOWN AS HIGH

STRENGTH STEEL SHALL BE ASTM A·572 GRADE 50 OR

ASTM A··· 441 CE~ADE 50.

3. ALL. ,JOINTS NOT SHOWN TO BE WEl..DF.D SHALi. HE. SlAL Wt:1DFD PRIOf~ IO fJAiNTING.

4. TO BE PAIN TED WILL BE REMOVED OF~

fid\t\u1u:::i MINIMUM UNU:.SS OlHERWIS[ NOTF.D.

A SHARP DfTINt:D AS ANY I: DGE TllAT IS THE F~ESULT OF SllLAl~ING, FLAME CUTTING, OR MACHINING.

:;. EXTEf-<IOR PROTf~UDING CORNF.RS SHALL F3E Gl~OUND TO A

RADIUS MINIMUM UNLESS NOTED.

6. AU. MAffHIAL H)f~ PLA lf.S SHOWN AS HIGH STRE:NGTH STEEL SHAI I ASTM A-b/O GRADF ~)0.

7. f'AINTING: SPECIFICATIONS.

8. SIX (6) IUl~l31NL INTAK[ LXTENSIONS REQU!F~ED .

OLSIGNtJlJ:.I, DR/,WN J.A.K.

BONNEVILLE DAM

COl..UMl31A RIVER WASHINGTON OHEGON

SECOND POWER! IOUSE

TURBINE INTAKE EXTSNSION

VIEW

D c

B

G2ecdbdb l3

A

CORP ENGINEER

w 24 x 55

A572 GR50

4.

I I

' " I f 11:. DIAPHRAGM ·· ·1

6 HIGH STHENGTH

STEEL.

A 570 GR 50

w 5 x 16

I ' x 2 J. x l .. ,) 2 4 :s 2.1.x 2 x1 4

" I

;j_ II'. DIAPHllAGM j

16 HIGH STRE:NGTH

A 570 GR. 50

16' 8 x 2 ~xi

I

I / w

' I. 3~ x

~_"ff: DIAf'HF~.6-GM J Hi f~ICI I smENGTH

A 570 GR. 50

w 24 x 55

3 x fx s" 4 w 5 x 16 w 12 x :so xl w 12 x 30

WI

TANGENCY POINT

x X (TYP.)

t w 12 x 30 'b

"'l I ro ro I

·:q l.

I ")

0.J I

,,, '~·····-·· ..D-~··· ro I I , 'i:" ;

w 1 x ,}() w 24 x ~)5 x x 30

(rw

I

' I w 24 x !'iti

ARMY

1'' SNIPI·: (TYF'.)

SF!:: N01E 3

DETAIL. "A"

/. w 10 x 33 " L 3 X 3 w 24 x 55

L. 3 X 3

LOWER Fl.EME:NTS NO f SHOWN FOfl CLAlllTY

L.OWFR [LEMl'NTS NOT SHOWN rm-;; CLARI! y w 24 x 55

I 3 X :~ X w 24 x

END SKIN PL

WITH 1" OVERLAF'

SKIN F'L

I.

w 24 x 55

SCALE: 'I

AUTOCAD vrn 10

FJ526··[)02

WT 6 X 7

WT 6 X 7

w 10 x :sJ w12x:so

\ f STIFFENER PL \

(TYP.)

1. FOii GiNERAl. NO ITS Sf] DWG

2. PEREOF<ATFD fP. WITH

% A36.THEY MAY

OR TIH:F~E SHALL A

NON···PEfffORATED MAi~GIN ON EACH SIDE OF SPLICE.

SPLICES SHALL. BE JOINED WITH FULL F'ENETRA TION

GROOVE WELDS.

3. DIMENSION LINES AFIE TO INTERSECTION OE W 12 X 30 WEB

WITH W 5 X Hi FLANGE.

0 1992 MAY 27 INITIAL

HYDROELECTRIC DESIGN CfJfl'f.R NOffni PACIFIC DIV., PORTLAND, OR

U.S. ARMY ENGINEER DISTRICT

PORll.AND, OREGON

DESIGNEDfL. BONNEVILLE DAM

COMUMBIA RIVER WASHINGTON~OREGON

SECOND POWERHOUSE

TURBINE INTAKE EXTENSION

D c

B

A

G2ecdbdb

COF-~PS OF ENGIN

c

2" ¢ HOLE

TYP. 4 PLACES

DEfAIL "A"

DETAIL "[)"

SECTION M--M (DWG. 0/2)

SCALE: :3/4"-"1' ·0"

A

W 24 X 55

2 X 6 /

BAR .. ./

2 X 4 BEARING PADS

HIGH ST~ENGTH

sTEEL P6sKIN PL

SECTION A-A

SCALE: 1 1/2"""'1'··0"

VALUE ENGINEERIN

3 X 1 r BAf~

STRENGTH

frSKIN F'L

SCALE: 3"·~·1'-0"

SCALE: HALF SIZE

SEE DETAIL "C"

DETAIL "H" (DWG. 5-.. 0/1)

DETAIL "I" (OPPOSITE HAND, DWG.

SCAI r·: ..5""•1'· ·0"

5 X 2 RAR

W 24 X 55

,J"

8 IP.

END GUIDE SHOE

SEE DETAIL.

SECTION

SCALE: 3"·~1' ··0"

BEARING PADS

SECTION F

SCALE: 3"'""1' ·0"

THIS 1:3EAM END

SCALE: 3""-"1'-·0"

U.T)

YOUR PROFITS U. S. ARMY

{ f0 Ef~r ORATED II'.

3" s~. W 24 X 55

W 24 X 55 v

SECTION

SCALE: 3"•••1'···0"

SEE DETAIL 01'. EYE

ON DWG. BDP· 5.26··5·0/7

~-- <TYP a-V

SECTION J-·J

SCAl.E: :3''~1'-0"

AU I"OCAD Vt:R 10 r1526 ·503

BUILT UP

MEMBER

SEE DWG.

0/2 i6 1\' "'-.'-.

·+--·-~····-·····--········~··"!t•···...,_ ....• ...,"" f3Uiil ·UP MEMBt.R

DWG.

HIGH STfsENGTH STf:.lL 1~ SKIN 1P.

3''

SECTION D···D

SCALE: 3"=1'·-0"

"I)" 3"""1'···0"

SCALE: HALF SIZE ' ~-SEE NOTE 2

2. VARY THICKNESS OF GUIDE SHOE 10 MAINTAIN OVERAlL WIDTH OF INTAKE t::XTFNSION.

0 1992 MAY 2"1 INITIAl. "felf:ASF:

HYDROEU:CffiiC OESIGN

DESiGNEQR.L,.I'/ ..

DHAWN J.A.K.

CHF:CKb:l) D.C.R.

BONNEVILLE DAM

COLUMBIA RIVER WASHINGTON--OREGON

SECOND POWERHOUSE

TURBINE INTAKE EXTENSION

SECTIONS AND DETAILS

SHEET 2

c

B

A

G2ecdbdb

A

CORPS OF ENGINEERS

b BAR 6 xf

4 VALUE ENGINEERING

BAI~ 3 X 1

4 .J"

4 R.

W 24 X 55

DETAIL "A" (AS SHOWN, 0/1)

DETAIL "B" (OPPOSITE HAND, f.S--0 /1)

SCALE: :5" ~" f ··0"

BAR 3 X 6 X 7

2 PLACES •••

fs !'~ fiB V WEB W 24- X 55

PIANO WIRE

LIFTING EYE

WILL IN

ALIGNMENT

TURBINE INTAKE EXT[NSION

AUGN MACHINED I:ACE OF

UFTING EYE WITH f'IANO

WIRE. TYPICAL

UFTING EYE

TYP.

PRIOR TO WELDING

BAR 5 X r

SEE DETAIL "!)", TYf'.

W 24 X 55

;3" 8 ¢ DI~IU.

LIFTING EYE

SF!: DWG. f3DP·CJ.Ln···eJ··ut

W 24 X 55

W ?4 X 55

SECTION C-C

SCALE: :1''~1'-0"

E3[Af~ING PAD

SURFACES SHALL

NOT VAf~Y FROM

S1RAIGH T LINE 1•

BY MORE THAN ± 4

DETAIL "D"

SCALE: 3"··"1'··0"

I 1" ~~ ± • our oF PARA! LEL

;::s

TOP VIEW

± OF PARALLEL ±rOUT OF PARALLEL

FAR SIDE

NEAR SIDE

MEASURED FROM A SUSPENDED POSITION

SCALE: NONE

OF ~1 ARALLH

FRONT VIEW

TOP AND DOTTOM

EDGES MUST BE •

STRAIGHT WITHIN ± ~

[ND GUIDE

SUPPORTS

W 24 X 55 fouT OF F'ARALLEL

93--000.3

AlJIOCAD VI:.R 10

8526 ·504

U. S. ARMY

SECTION A-A

SCAL.E: 1 1 /2" ,~1' 0"

SECTION

BAf~ 3 X 1 SEE DEl AIL "El''

DWG. 0/3

SCALE: 3"=,1'~0"

NOTES:

1. FOR GCNERAL. NOTES SEE DWG. FlDP· 5.26 -:i 0/1.

2. UFTING EYE WEL.DS SHALL. BE 100% U.T. SPECS.)

J. DIMENSIONS LOCA T[ r DI~IU HOLE.

DF::SIGNEDJLL .. VV.c..

DRAWN J.A.K.

CHECKF::D_Q,_(:Jj.

r~~r:P·ARED~-~

BONNEVILLE DAM

COLUMBIA RIVER WASHINGTON-OREGON

SECOND POWERHOUSE

TURBINE INTAKE EXTENSION

TOLERANCE~ SECTIONS

AND Dt. TAILS

G2ecdbdb

CORP OF ENGINEERS

BEARING

c

B

A

DWG. 0/6

5'···0"

W 6 X 9

BEARING

BEAFIING

I I I

I I I I

I

I I I

VALUE ENGINEERING

W 12 X .30

GRATING PLAN

DlJmll'IV t3M\S 1 1 /2"

SCALJ:: 1/2"c1' ·0"

SECTION A-A

I I I I

I

I I

I I

I I I I I

I I I

' I I I

SECTION (OPPOSITE HAND)

SCAt[: 1 /2",,1' -0"

5'-·0" 5'···0"

BE:Af~ING

BEARING

W 6 X 9

13EARING

BEARING

BEARING

4· 3

WILL INCREASE YOUR PROFITS

SECTION C-C

SCALE: 1/2"=1' 0"

fIll HOLE IN PIPE

Sf]~ DETAIL "F"

DETAIL

SCAIL HALF SIZE

(EIGHT I~EQUIRED

Sl AINLESS STEEL

CLIP

;}."¢ WELDING STUD, NUT, ITF<f~ULE, ~ND WASHER, STAINLESS STEEL.

DETAIL "A~'

OF EACH GRATING AS SHOWN TYP.)

SCALE: NONE

U. S. ARMY

TOP OF CI'<ATING

W 12 X 30

X 9

1" 1 4 C/> IPS SCH. 40

"" 1"' ~ 110l.i X 2 2l.G

W/NUT

DETAIL "K"

SCALE: 3"=1' 0"

SECTION

SCALE: HALF SIZE

NOTES:

1.

2.

10 BF ~-IBtRGl.ASS AND TO CONSIST or~ BEARING

MAXIMUM C. TO C. WITH CFWSS BAF<S @ 6"

'·"""'"'" TO BE COATED WiTH NON··SKID .A.Bf<ASIVE

AI.L f'IPE FOR HANDRAIL SHALL CONiOF~M TO ASTM A5:3, TYPE

S, GRADE A, SCH. 40, SEE SI2 FCIFICATIONS.

3. ALL TOP COF<NCRS fOf< HANDRAIL Wll.l._ HAVE A 4" f~ADIUS.

LOWFR /1ND INTERMt:DIATE RAILS WILL BE BUTT··SPLICED TO 9 3 .,.() ()Q 30STS AND GfWOVf:: WELD!:D. Gf~IND AlI. WFLDS SMOOTH.

TOF' OF

GF<ATING

W 12 X :3Cl

4" X {'TOE PL

Gf<A liNG 10 n.

SECTIONS

W 6 X 9

SECTION

SCALE: 3""'·'1'--0"

! ( \TYF'

k \.

(TYP

1l(<rYP

AUTO CAD Vm 1 0

13526·505

1992 MAY 27 INiflAL

COLUMBIA RIVER WASHINGTON-OREGON

SECOND f'OWE:RHOUSE

TURBINE INTAKE EXTENSION

GRATING PLAN

l,~,f;:~~~~~.$~!?~ftL ....... ~S~E~C~_TIIJI~O~~NS AND DETAILS

D c

B

G2ecdbdb

OF ENGIN

l iP. TYP.

4 VALUE

I w 6 x 9

3'··4" x

W 6 X 9 DF:TAll. "E:"

W 4 X U DETAIL "F"

GRATING

1:3REAK AU SHARP

EDGt .. S ON PERIMEIER

3"

TRIM TO SUIT

DETAIL "F"

DE.TAIL "K"

{SNl~'E, TYP.

SCALE: 1 1 , .. o"

EXPANDED METAL GfxATING

W 6 X 9 DET.

W 4 X 13 DET.

L 1~ x 1~xl,BOTH F.ACE:s

1 f' X r !'JAR, TYF'.

1 • 2 SNIPE, TYP.

SCAU::: 3" -•1'···0"

'I'' 1" 14 X 2 [3/\i~, IYP.

w 12 x 30

DETAIL "H"

~ [> r SNIPF, fYP.

,J~····J w 6 x 9

< lYP

WILL INCREA

FIBFflGL.ASS Gf~ATING

·1" X 2 BAFx

YOUR PROFI

I I I I I I I I I I I I b l

I l lo I I

II I . I ()

I I r..-i I

I I

(J) I

IJJ I

I <(

0. I

(j) I Ii) I

I I I I I I I I I I L I I r

,.. x 1 ·7" 2 x

ElAf~ .5 X r (TYP.)

6"

5 X f BAI~ w 24 x

~·<TYP

J" SNIF'E

;:J PLACES

ARM

.3" 1/4"

2 !'LACES

MIN. PLATf:

SI[ IE 2

Sl!E w x

1. EXf'ANDF.D Ml:TAL GRATING, Sl'I:

tJ003

VARY THICKNESS TO MAINTAIN TO:.ERANCF ON ovrnAi.L

WIDTH OF EXTENSION.

DE.:SIGNED,R.A,\/. .. BONNEVILLE DAM

DHAWN T.N. COLUMf31A r~1vrn WASHINGlON Olir.GON

SECOND POWrnHOUSE

SCALF: .)'' '1' ··O" )

AUTOCAD vrn 10

4 T El526 ·50Ei

7"

G2ecdbdb

CORPS OF ENGIN RS 4-

c

A

DETAIL "A"

w 24 x 55 fYP.

w 12 x 30

BRACING

VALUE ENGIN

SECTION D--0 (5-0/1)

SCALF: 1/2"=1'··0"

:.3

ING WILL INCREA

15 SKIN PL

YOUR PROF.ITS

1" 2 PL

SECTION B-8

SCALE: 1 1 /2" cc 1' ·· Q" w 24 x 55

/'. w 12 x 30

2 X 6 BAR

w 24 x 55 w 12 x 30 w 24 x 55

AUTOCAD VER 10

w 24 x 5t5

U. S. ARMY

w 24 x 55

DETAIL "A" (TYPICAL)

SCAl f.: NONE

Bl~EAK ALL SHAF~P

EDGES

t c) t"l ..., .

I') I')

LIFTING EYE

SCALE: HALF SIZE

9 -ooo

HYDROELECTRIC DESIGN CENTER

NORTH PACIFIC DIV., PORTLAND, OR

BONNEVILLE DAM

COLUMBIA RIVER WASHINGTON-OREGON

SECOND POWEf{HOUSE

TURBINE INTAKE EXTENSION

LIFTING EYE

AND SECTIONS

D c

G2ecdbdb

B

A

COR.PS OF ENGINEERS

I \ I i l l \ I j j

' l I I . l i j!

j i

I \ 'I

NOT St--\OV'lN

TURBINE lt~T iA.KE EX1'ENSION tvlAIN Slli'!G

-~FLO'v~'--

TRANSVERSE SECTION INSTALLl~~G

TURBINE INTAKE EXTENSION

c:;c" - N·oN--...- ,>-\:_t.: 1 1 ' I 't..

-· t.L.

VALUE

-14· nn ,VJ

-x-- 'S'"N t_ l t.l\l lu:' fTyp \ \ j ' ' • }

ENGINEERING WILL INCREASE YOUR PROFITS

HA.IN

SLif\JG

I I

I

I

PICKING TURBINE ll'JTAKE EXTENSION

UP FRO~.~ BARGF

SCALE: NC~;E

' I 1--------~

--···-·-1 i I

. I r-----------i i .

__ _j j

• ! r-8.ARGE I I r

I i

/ ! I l . l

------------~- i ' ; --r----t I 1--~~ y I

' ' • ),.------; ________ ;L~

- - - - - - -i-----------i l I

' ------i j

!-----. ,--------- r~- -l (I i : I i r-·-~ 1 L

' . 1-----r---------· , I l lNTAKE G.A,TEl S. (">. -yp

LV\,1 '·--' .

------·-~ ··.· I

~ \AJA1 I . ' -'-

PLAN INSTALLING TURBif'JE INTAKE EXTENSION

.. N'' "' ! .... } ! ! l i I ! il\1j T "I~ v,,,, 1 0

KEY PLAN El.. 90 INT AKE DECK

SCALE: NONE

AUTOC,A.D VER 10

8534-4-1

NOTES:

2. i\-~.A!N SLlt~GS .ARE ,t.,LRE,4DY iNTAl<E EXTENSiONS.

u. s.

THE TURBINE

3 r-.--~ 1 -,-'R -,H- Lv-~'D '°· 1LOCK r>\~- T''- '1· 1R-'N1- l~''~K-, GL!\; ! t... ) . ,t_ '',, u U Yt.K Mt. ; __,; Ui! .t:. ,j'~ i p,_ t.

EXTENSION TO PREVENT ROTAT!ON AND CABLE JERKiNG.

4. TURBINE lNT/'.KE EXTENSION MAY TILT OR JERK SUDDENLY DC TO LOAD SHiFTS WHEN !T IS BEING T!L TED TO THE

VERTICAL POSITION.

ARMY

5. NORMAL POOL ELEVATION SHC'NN IS FOR REFERENCE ONLY.

POOL ELEVATION MAY VARY.

........ ~,,_~,.~~~!! . . .. - -. =-~'""''''~''"""'==----""'J ~......,~~=""·"'¥""-=

-··-·-t-------ill----------------·---·-+--~""='=o---~~~c~"~·~~.;

•. ·1, I HEAD SECTION

0 i 89 DEC 14 II INITIAL RELEASE I ./tJ A.,/4 1-----t'-------i~----------------il~~"=-'i'.,O.£:, h1ECHAN1CAL se:cr.ON

R£VlSl0,'\/ j D.A. TE I D<::SCR!PTlON l - APPROVED

''"'~"'=-'ii""~"~=----"""""-=-----·=------~=""""'--~-~~-·-::""""""""""'--""

U. $. AR~.AY ENGINEER DIVISION, N. P.

DESIGNED RJS

PREPAf~EC: i ri!LARY P.. HOADLFY,.

H_~ .. J~.fS,:CHA,N!(:AL.. sE:CY:~

PORTL_,t,,ND, OREGOJ~

BONNEVILLE DAM

COLUM·BiA R!\IER VVASHlNG"fGN - OREGON

S~COND PC1\<VERHOUSE

TURBINE INT AKE EXTENSION

HANDLING SHEET 1

I I

I I

I --, I c

I •--I

I

B

J j

G2ecdbdb

CORPS OF ENGINEERS 4

SHIM TYP.

t

TO BARGE

"RA· },! i:-....._, .1 'i,,_ f7 --·------,"'""-"-' 1-----------------~~---------rl l: 11 11 It 1 i '1 ! j j

~ l, !-~.: 1 !

TURS!NE " Ji J l ii IN TA.KE ii I , ~ j

11 EX'~NS'"N '' ! 1 i [._, : Ji j j I. I ,, 1 J ll I 1 " li i1 Ii l ~ i:

II j:

Ii 11 '1' I ; I j !

,J.~.============================iL, I I , 8 1 """K' -_v\...·

VALUE ENGINEERING \A/ILL INCREASE

SPRE/\DER

~0' ,,......RN'··--,_ '' ,,....,, ... ....,., .,,....,_ ,. v·'J- l'l'-:rr\.i! r<-,..,..,..11....,Yr-l v ._,\ ,<;f,~J~' ._;,. __ -'I,,__., ,~LJ w~Rrwo0n 01l~rK~ T0 1 ,,~ ,,_.; ,, ,_,.,;,_, LJL ·v . ....; , V

SUPPORT THE FL_.A,f,JGES.

u -----\

YOUR PROFITS

I~.

i J \ \

•,I ,, l j) Ll ------------ I

I

SPREADER BAR /I.ND SLU;JG

SCALE: ~JO~JE

u. s. ARMY

D

I I I I

---1 c c

B

A

TURBH,JE !t~T,ti,KE f::XTENS!ON TRA~-JSPORT

,.,.....1 c" ; ts --o c+~-+·-----------+r=i_.____.__ ;__ -1

! r--:

L~ l~ L,x" i '-' x 1 ~.n .b

, 8r ,....,.

' --b ~4--- 21

--· --- ... ---+'.::i-]-----·r i j j r> t, L~~---,l-

BLO-:KS TYP. SEE NOTE 2

BLOCK LOCAT!O~J 1·0 SUPPORT

TURBlt·~E lt~TAl<E EXTENSiON Sc , . r N """, -

"' r, '"'" ',;_'--' ' ,,_,, ·~

T

BL()CKS SEE l"JOTE 3

DE"f All "A"

,A.UTOCAD \/ER 10

2 8534-4-2

I,

2. S ·u, po·L:r:-r·

! ' '-'-'! .AND

PROPERTY OF THE GQ\IER!'-i\~ENT.

3. Al'

.1...-L HARDWOOD BLOCKS SHALL BE RETUR~~ED

THE GOV'ERf\Jfv1ENT.

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

PORTLAND, OKEGON

DES!GNED RJS i ~=--! BOt~l'~FVlLLE DAt.4

DR1\WN RU< ! CO!_U\llBLA Rl\'ER \VASHlNGTON -

---i SECOND POWERHOUSE

CHECKED _LLJ --1

B

A

G2ecdbdb

DATEREVISION BY

SHEET

DESCRIPTION

SUBMITTED:

CORPS OF ENGINEERS U.S. ARMYWILL INCREASE YOUR PROFITSVALUE ENGINEERING

4 3 2 1

A

B

C

D

4 1

C

D

B

A

B D

P

CHIEF. ENGINEERING DIVISION

APPROVED: FOR DIV. ENGINEER DATE

1977 DEC 20

SCALE AS SHOWN SPEC. NO.

PREPARED:

CHECKED BY:

DESIGNED BY

DRAWN BY

CHIEF, HYDRO-ELECTRIC DESIGN BRANCH

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

PORTLAND, OREGON

SECOND POWERHOUSE

COLUMBIA RIVER WASHINGTON-OREGON

BONNEVILLE DAM

O.C.

MAX. CONTROLLED

FLOOD TAILWATER

1,700,000 CFS EL. 65.00

EL. 55.00

PROJECT FLOOD

850,000 CFS EL. 45.00

EL. 42.00

GUARDRAIL

65 TON

GANTRY CRANE

TOP OF CRANE RAIL

EL. 90.00

EL. 113.25

VISITOR

PROMENADE

PRECAST FASCIA

EL. 131.00

VISITOR BRIDGE

BAYS 13 & 17

PRECAST PRESTRESSED

CONCRETE DOUBLE TEEVISITOR

PROMENADE

UPSTREAM MIGRANT

TRANSPORTATION

CHANNELMAX. CONTROLLED

FLOOD POOL

FLOW 1,700,000 CFS EL. 90.00

8" CORE FLOOR

SLABS

HOIST CONTROL

PANEL & PIPING

MAX. REGULATED

POOL EL. 77.00

DOWNSTREAM MIGRANT

TRANSPORTATION CHANNEL

TRASHRACK SLOT

EL. 37.75

EL. 26.80

EL. 20.82

EL. 17.41 VISITOR RAMP

BAY 17

EL. 13.00

EL. 0.875 GEN. C.W.

STRAINER

EL. 5.00

MECHANICAL

EQUIPMENT

GALLERY

SERVICE PLATFORM

EL. 23.00

EL. 21.00

TURBINE

BARREL VENT

EL. 30.17

EL. 29.00

EL. 28.79

66,725KW

GENERATOR

VISITOR

GALLERY

VISITOR

GALLERY

AIR

INDUCTION

PIPE

EL. 47.25

EL. 28.00

EL. VARIES

EL. 72.00

SERVICE

GALLERY

ROTOR DIA=40'-9"

430 TON BRIDGE CRANE

PRECAST

BEAM

G A

O T

B U

L K

H E

A D

S L

O T

EL. 37.00

OIL WATER

SEPARATOR

CHANNEL

BAYS 15 & 16

GEN. CO

ELECTRICAL

GALLERY

EL. 28.00

AIR DUCT

10DD BAYS)

STAIRS

FISH

COLLECTION

CHANNEL

EL. -3.00

SLUICE

GATE

AUXILIARY

WATER

SUPPLY

CONDUIT

EL. -34.00

DIFFUSION

CHAMBER

EL. -37.00

DRAFT TUBE

ACCESS GALLERY

DRAINAGE TUNNEL

EL. -50.00

EL. VARIES

EL. -20.50

EL. -34.00

INTERMEDIATE

PIER NOSE

EL. -29.00

DRAFT TUBE

PIER NOSE

DRAIN

VALVE

GRATING

EL. -73.00

C.J. EL. -83.00 UNWATERING TUNNEL

EL. -37.00

EL. -70.33

DRAINAGE AND

GROUTING GALLERY

DRAIN

HOLE

GROUT

CURTAIN

EL. -21.92

C O

N S

T R

U C

T I

B

N E

S T

O P

L

O T

O R I

F I

O T

D R

A

B E

B U

L K

H E

O T

EL. 55.00

AIR DUCT

BAY 13

STAIRS

EL. 28.00

85 TON INTAKE GANTRY CRANE

100'-6"

49'-3"51'-3"

4'-0" 39'-3" 37'-3"

73'-11"76'-6"

3'-0"

29'-0" C.TO C.7'-3"

48'-6"

33'-6" C. TO C. 17"

A B C

CC78 FEB 3

RESIZED BRIDGE CRANE; REV. EL.

RELOC'D PIPE; ADDED VENT, BLKHD HATCH & CONC. HNDRL

O.C.

V.R.

HEAD, STRUCTURAL SECTION

TRANSVERSE SECTION

GENERATOR BAY

ARRANGEMENT

108'-9"108'-3"

SCALE: ‘"=1'-0"

TRANSVERSE SECTION

PART SECTION BAYS 13 & 16

AS CONSTRUCTED

DATE BY

HYDRO ELECTRIC DESIGN BRANCH, NPD

1984 NOV 9

061-082

3 7-7-2015 NEW PDF GENERATED FROM REDRAW, REV ADDED TO NAME ODBJTE

BDP-6-0-0/8_R3

G2ecdbdb

DETAIL I

SCALE Y2'' 1'-0'

DETAIL 2

SCALE Y1'' l'-0'

DIESEL ENGINE HOUSE

AND AIR COMPRESSOR ROOM

SEE DETAIL 2

G)F.S. STORAGE BOX G)F.S.

3 N.S. @ 2 N.S.

14'-6" 5'-0"

7'-3 I " 29'-0" 7'-3 Y1'

43'-7"

OUT TO OUT OF BUMPERS

BOLT TORQUE CHART

BOLT SIZE RECOMMEOEO TORQUE rFT.-LBS.J

!ii' 0 GR. 8 BOLT 591

Y,,•o GR.8 BOLT 370

% ' 0 A325 BOLT 200

38 TONS

HIGH LIFT EL. 215'-0"

HIGH LIFT EL. 209'-5"

6'-3" APPROX.

5 TONS

TECHNICAL DA TA

MAIN HOIST - RA TED CAPACITY 38 TONS D 77 FT

MAIN HOIST - RA TED CAPACITY 45 TONS ti 34 FT

MAIN HOIST - RATEO CAPACITY 50 TONS o 20 FT

HOISTING SPEED 16.5 FPM

HOOK TRAVEL 224.0 FT

HIGH EL 210.0 FT

LOW EL. -14.D FT

AUX. HOIST - RATED CAPACITY 5 TONS

HD/STING SPEED 100, 20 FPM

HOOK TRAVEL 229.0 FT

HIGH EL 215.0 FT

LOW EL. -14.D FT

BOOM HOIST - RATED CAPACITY 38 TONS o 77 FT.

BOOM LUFF TIME 270 SEC

BOOM SLEWING SPEED D.5 RPM

GANTRY TRAVEL SPEED 150 FPM

GANTRY MIN. TURNING RAO/US ' 300'-0'

AT CENTERLINE OF CRANE RAILS

45 TONS MAX.

TIE INT AKE

EXTENSION IT.l.E.I

REF.

5 TONS

3'-10" APPROX.

50 TONS © MIN. RADIUS

20' -5 %" ACTUAL

FISH SCREEN

REF.

STORAGE BOX

2' - 3" CLEAR.

34'-0"

-AIRCRAFT WARNING LIGHT

6'-0"

14'-6"

RIVER FLOW ..

ROADWAY

17'-0" CLEARANCE

29'-0"

6'-0"

COUNTERWEIGHT POSITION WHEN

BOOM IS AT MAX. RADIUS

TOP OF ROOF EL. 127'-6"

FACE OF POWERHOUSE

ROADWAY

CLEARANCE, REF.

TOP OF EXISTING 175 LB. RAIL

EL. 90'-0"

121 %" UNIVERSAL HOSE TYPE COMPRESSED AIR

OUTLETS, THIS SIDE OF GANTRY, NEAR ENDTRUCKS

SHORE POWER OUTLET, THIS SIDE OF GANTRY

-400-300-200 00

-400-300-200 -100

REAR A-FRAME LEG

TOP OF SUB-FLOOR

TOP OF DECK

SECTION

SCALE I"' 1'-0" CD

27 YI0300-IOO

26 YI0200100

537 25 Ah -25 536 24 Ah -24 535 23 23

STOCK 22 -22

YIOI04400

20 YIOI04-300

YIOI04-200

YIOI04100

YIOIOl-400 YIOIOl-300 YIOIOl200 YIOIOl-IOO

JI0000300

JI0000200

JI0000-100

HI0000-100

FIOOOOIOO

DI0000-100

Cl2100-IOO

CIOOOOIOO

BI0000-100

i-19-94 ADDED CALLOUTS & LEGEND

<-28-94 ADDED WEIGHTS

119-94 UPDATED DWG. & REDRAWN

1-2s AS BUil T 10-11 AS BUil T

OPENING THRU FLOOR FOR

ACCESS TO REAR LEG PIN

FUEL TANK&SUPPLYPIPING

STORAGE BOX

3/4-10 UNC x IV1'LC.CR.8 BOLT w/ L.!.

718-9 UNC x 2 V1'LG.GR.8 BOLT w/ L.!.

7/8-9 UNC x 2' LC.CR.8 BOLT w/ L.W.

5/8-llUNC x 2'LG.A325 BOLT w/ 121HARD

F.U NUT

REAR A-FRAME LEG PIN KEEPER

REAR A-FRAME LEG PIN KEEPER

FRONTA-FRAMELECPINKEEPER

BOOM HINCE PIN KEEPER

ENDTRUCK PIN

REAR A-FRAME LEG PIN

FRONT A-FRAME LEG PIN

BOOM HINCE PIN

BOOM HOIST REEVING ASSEMBLY

AUXILIARY HOIST REEVING ASSEMBLY

MAIN HOIST REEVING ASSEMBLY

BOOM ASSEMBLY

A-FRAME ASSEMBLY

COUNTERWEIGHT ASSEMBLY

MACHINERY HOUSE ACCESS LADDER

MACHINERY HOUSE ASSEMBLY

GANTRY TOWER ASSEMBLY

AIOOI0200 IDLER TRUCK ASSEMBLY

AIOOIOIOO IDLER TRUCK ASSEMBLY

AI0000200 DRIVE TRUCK ASSEMBLY

AI0000-100 DRIVE TRUCK ASSEMBLY

TAG ITEM IDENTIFICATION CAGE :H~ SECT DESCRIPTION

!.I.E./ TRASH HANDLING CRANE

TAG ITEM IDENTIFICATION DESCRIPTION

JOB No. 9918 DWG. No. 10000

94-0012

CO/

DC

HG

HG

HG

HG

6,700

1,132

1,230 5,140

22,650 19,674

123,752

157,123 136,423

5,719 5,719

9,728 9,728

508,204

WT EA REMARKS

4'-3" FORIN ORM TIONONLY

UNLESS OTHERWISE SPECIFIED

DACW57-94-C-00/2

FRACTIONS=•l/16 ~

.X=•.03 •1/4"

.XX= ... OIS DATE BONNEVILLE SECOND POWERHOUSE

H. GORSS 5-4-94 TIE/TRASH HANDLING CRANE

MACHINED SURF ACE FINISHED J.R.

JZ21 5.8.

GENERAL ARRANGEMENT

L__..L_ _ _j_ ____ _J TREATMENT 34003 10000

DASH QTY

NO. REC'D. BREAK ALL SHARP EDGES 9918 /OF 3 SCALEYB'=/'-0'

Line

G2ecdbdb Line

G2ecdbdb Text Box

SEE DWG BDD-2-12/2

G2ecdbdb

SEE DWG BDD-2-12/2

G2ecdbdb Text Box

FOR INFORMATION ONLY

G2ecdbdb Line

Line

MAIN CB:

DESCRIPTION

NO

VOLTS:

BUS

CKT

LOAD VA

A

WIRES:

PHASE:

B

CB

DESCRIPTION

AIC:

LOAD VA

BAA/P

CB

FEED THRU

ISO GND

NO

FLUSH MTD

SURF MTD

CKT

LOCATION:

AMPS:

1ENCLOSURE TYPE (NEMA 250):

C C

TOTAL CONNECTED VA

CONNECTED VA CONNECTED VA

TOTAL DEMANDED VA

A/P

3 MAIN CB:

DESCRIPTION

NO

VOLTS:

BUS

CKT

A

WIRES:

PHASE:

B

CB

DESCRIPTION

AIC:

BAA/P

CB

FEED THRU

ISO GND

NO

FLUSH MTD

SURF MTD

CKT

LOCATION:

AMPS:

ENCLOSURE TYPE (NEMA 250):

C CA/P

3+G400

65K3R

225A

SPACE

REMARKS

REMARKS

65KDN-1

LOAD KVA LOAD KVA

CONNECTED KVA

TOTAL CONNECTED KVA

CONNECTED KVA

TOTAL DEMANDED KVA

N. SPILLWAY TWR, EL. 85.5

600A

3+G

MAIN CB:

DESCRIPTION

NO

VOLTS:

BUS

CKT

LOAD VA

A

WIRES:

PHASE:

B

CB

DESCRIPTION

AIC:

LOAD VA

BAA/P

CB

FEED THRU

ISO GND

NO

FLUSH MTD

SURF MTD

CKT

LOCATION:

AMPS:

ENCLOSURE TYPE (NEMA 250):

C C

SPACE

TOTAL CONNECTED VA

CONNECTED VA CONNECTED VA

TOTAL DEMANDED VA

A/P

3+G800

65K1480V PANEL MDQ1

600A

SQUARE D I-LINE SERIES OR APPROVED EQUAL

REMARKS

SOUTH SPILLWAY TOWER, TV1

X

X

X

X X X

X X X X X X

DS-1

DECK OUTLETS

X

X

X

X

X

X

(UWP)

UNWATERING PUMP

X

X

X

X

X

X

X

X

X

SHOP

SANDBLAST/FABRICATION

X

MAIN CB:

DESCRIPTION

NO

VOLTS:

BUS

CKT

LOAD VA

A

WIRES:

PHASE:

B

CB

DESCRIPTION

AIC:

LOAD VA

BAA/P

CB

FEED THRU

ISO GND

NO

FLUSH MTD

SURF MTD

CKT

LOCATION:

AMPS:

ENCLOSURE TYPE (NEMA 250):

C C

TOTAL CONNECTED VA

CONNECTED VA CONNECTED VA

TOTAL DEMANDED VA

A/P

3+G1200

65K1480V PANEL MDQ2

3 3

SQUARE D I-LINE SERIES OR APPROVED EQUAL

REMARKS

NORTH SPILLWAY TOWER, CV5

X

X

X

X X X

X X X X X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

DNTR7

LIGHTING XFMR

3 3

(UWP)

FISHWAY UNWATERING PANEL

3 3

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

SQUARE D I-LINE SERIES OR APPROVED EQUAL

X X X X X X

XXXXXX

3 3

3 3

SPACE

X X X X X

XX X X

X

X X

X

X

X

E10

J B

R A

C K

IN

B B

A N

N

IS

T E

R

B B

A N

N

IS

T E

R

P A

N E L

S

C H

E D

U L

N E

R A L

TOP FEED

NORTH TOWER - EL. 60.5

SPACE

X

X

X

X

X

X

X

X

X 3

N. HYDROBLAST

SPACE

FLTR3

LIGHTING XFMR

1000AF/900AT

480V PANEL

BDD-6-2/10

D U

N C

K

O N

G P .E

C h ie f, E le c tr ic a l D e s ig n

S e c ti o n

NOTES

PC-1

(2) 350kcmil LUGS/PHASE

(2) 350kcmil LUGS/PHASE

TOP FEED

(3) 350kcmil LUGS/PHASE

TOP FEED

TOP FEED

SQUARE D I-LINE SERIES OR APPROVED EQUAL

480V PANEL DN-4

D K

SEE NOTE 3

SEE SHEET E7.

3. GATE HOIST BUS CIRCUIT BREAKER SHALL HAVE KEY-INTERLOCK.

2. SEE TECHNICAL SPECIFICATION SECTION 26 05 00.00 40.

1. ALL PANELBOARDS SHOWN ARE NEW. ALL LOADS ARE EXISTING.

M

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B

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X

X

X

DN-5

350 20

X

X

X

X23

DN-4

DN-6

SPACE

DN-1

MAIN

S. HYDROBLAST

TRANSFORMER FTR2

PIT TAG BLDG

MAIN

SPACE

480V RECEPTACLE

GATE STORAGE PITS

DN TOWER HEATER PANEL

MAIN

FP-4

U/S OFFICE HEATER

SPILLWAY GANTRY CRANE

GATE HOIST BUS

DECK OUTLETS

D e s c r ip t io n S y m b o l

D E

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$$$DATE$$$$ $TIMEDATE AND TIME PLOTTED:

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Drawing Number

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$SHEETN$SHEET NAME:BY USERNAME:DRAWING PLOT SIZE:$BORDER$

P o rt la n d

O R

Portland District

54321

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AS-CONSTRUCTED

CONTRACT NO. W9127N-08-C-0015

CONTRACTOR: O'NEILL ELECTRIC, INC.

DATE: 10 NOV 2009

X

G2ecdbdb Line

G2ecdbdb Text Box

SEE NOTE 3

G2ecdbdb Text Box

G2ecdbdb

J

JJ

FRONT

(TYP. OF 2)

NEW GROUND INSERT

PLAN - EL. 85.5

INFORMATIONAL DRAWINGS

(NEW 9#350kcmil)

MDTQ2S-q1,2,3-ATS.MD2, BUS 1

(NEW 9#350kcmil)

MDTQ2N-q1,2,3-ATS.MD2, BUS 2

B

E34

A

E34

C

E34

A

E34

C

E34

F

E35

F

E35

D

E34

D

E34

E

E35

E

E35

E42

SEE DETAIL

12" 0 2' 4' 6'

SCALE: …"= 1'-0"

B

E34

(SEE NOTE 3)

3#600kcmil, 1#2 EG, NEW 3" RGS

MDQ2-q1-PC1

EL. 95.75

CABLE TRAY,

ELBOW (TYP. OF 6)

NEW 15kV, 600A DEADBREAK

#2/0 BCG

NEW

12" 0 2' 4' 6'

SCALE: …"= 1'-0"

LIGHTING & RECEPTACLES - EL. 85.5

CV5

(SEE NOTE 2)

NEW #250kcmil BCG

(NEW 9#350kcmil)

ATS.MD2-q1,2,3-MDQ2

DOORWAY

MDQ2

1000A PANEL

NEW 480V,

REAR

23B2339, SHEET 4

23B2339, SHEET 3

23B2339, SHEET 2

23B2339, SHEET 1

J356SV01

J356GA01

J355SV01

J355GA01

M-4-10, SHEET 26

M-4-10, SHEET 25

M-4-10, SHEET 18

BDD-4-1/7

BDD-4-1/6

BDD-4-1/5

480V PANEL, FP-4

MOTOR CONTROL CABINET

PANEL, DN-1

NEW 480V

SEE NOTE 7

FL-4

LTG PANEL,

LIGHTING CKT

ABANDON EXIST.

LTG PANEL (FL-4.1)

NEW J-BOX

(NEW 6#350kcmil, 2#1 EG)

MDQ2-q1,2-DN1

S10

NEW GROUT PAD

CV5

CABLE VAULT

TV-MD2

TRANSFORMER VAULT

3" RGS

NEW 3#1 (15kV), CV5.MD2-j1-XJ027

NEW 3#1 (15kV), 3"RGS

CV5.MD2-j1-XJ017

NOTES

E43

HINGED NEMA 12 J-BOX

NEW 16" X 12" X 6"

NEXT TO EXISTING PLC CABINET.

11. INSTALL NEW CIRCUIT BREAKER CONTROL SWITCHES IN NEW ENCLOSURE

10. SEE SHEET E12 FOR 15KV CIRCUIT BREAKER CONTROL SCHEMATICS.

BOXES 12" ABOVE FINISHED FLOOR.

9. MOUNT LIGHT SWITCH BOX 48" ABOVE FINISHED FLOOR. MOUNT RECEPTACLE

EQUIPMENT INSTALLATION. SEE TECHNICAL SPECIFICATIONS.

8. CABLE VAULT CV5 SHALL BE CLEANED AND PAINTED PRIOR TO NEW

CONDUCTORS IN CABLE TRAY BELOW EXISTING DN-1 IF NECESSARY.

WITH NEW CONDUITS AND CONDUCTORS. SPLICE TO EXISTING

7. EXTEND EXISTING DN-1 LIGHTING CIRCUITS TO LIGHTING PANEL (FL-4.1)

WITH NEW CONDUITS AND CONDUCTORS.

EXTEND EXISTING LIGHTING CIRCUITS TO LIGHTING PANEL (FL-4.1)

BREAKERS, BUSSING, ETC. AND REPLACE WITH TERMINAL STRIPS.

COVER IS APPROX. 21" WIDE BY 36" HIGH. REMOVE EXISTING CIRCUIT

EXTENSION OF THE EXISTING LIGHTING PANEL. EXISTING FLUSH PANEL

6. NEW ENCLOSURE SHALL BE BACKLESS AND SHALL SERVE AS A SURFACE

CIRCUIT.

5. NEW "DN1-q1-DS1" CIRCUIT TO REPLACE EXISTING "DS1-q21-DN1"

THEY EXIT THE CABLE TRAY AND GROUND ALL CONDCUCTORS.

4. ABANDON EXISTING CIRCUIT (DS-q1-TS), CUT CONDUCTORS WHERE

AS SHOWN. RELABEL "MD2-q1-PC1" AS "MDQ2-q1-PC1".

3. REINSTALL MDQ2-q1-PC1 (FORMALLY MD2-q1-PC1) IN NEW CONDUIT

COMPRESSION TERMINALS.

CONDUCTORS ON EXISTING GROUND BUS WITH APPROVED COPPER

2. DRILL AND TAP EXISTING GROUND BUS. TERMINATE NEW GROUND

1. ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED OTHERWISE.

(XJ027-c1-PLC.MD2, NEW 12/c#10)

(XJ017-c1-PLC.MD2, NEW 12/c#10)

XJMD2-c1-PLC.MD2, NEW 2•" RGS

3" RGS

NEW 3#1 (15kV), XJ017-j1-MDTQ2S

3" RGS

NEW 3#1 (15kV), XJ027-j1-MDTQ2N

XJ017 XJ027

XJ017 XJ027

FL4.1-s2 (SPARE ƒ" RGS)

FL4.1-s1 (SPARE ƒ" RGS)

FL4.1-r17,19,21 (NEW 6#10, 1#10 EG,ƒ" RGS)

FL4.1-r15 (NEW 2#10, 1#10 EG,ƒ" RGS)

FL4.1-r9,11,13 (NEW 6#10, 1#10 EG,ƒ" RGS)

TOP TO BOTTOM

CV5 LTG/RECEPT CKT

(NEW 3#12, 1#12 EG, ƒ" RGS)

FL4.1-r8,10

(XJ027-c1-PLC.MD2, NEW 12/c#10)

XJ027-c1, NEW 2" RGS

(XJ017-c1-PLC.MD2, NEW 12/c#10)

XJ017-c1, NEW 2" RGS

TOP TO BOTTOM

(TYP. OF 2)

VACCUM CIRCUIT BREAKER

NEW 15KV METAL-CLAD

CV5 LTG/RECEPT CKT

(NEW 3#12, 1#12 EG, ƒ" RGS)

FL4.1-r8,10

1#12 EG, ƒ" RGS)

(NEW 3#12,

FL4.1-r8,10

1#12 EG, ƒ" RGS)

(NEW 3#12,

FL4.1-r8,10 (SEE NOTE 4, SHEET E33)

LIGHT FIXTURE, TYP. OF 4

NEW FLUORESCENT

ƒ" RGS

NEW 2#12, 1#12 EG

NEW 2#12, 1#12 EG, ƒ" RGS

AS-CONSTRUCTED

CONTRACT NO. W9127N-08-C-0015

CONTRACTOR: O'NEILL ELECTRIC, INC.

DATE: 10 NOV 2009

D e s c r ip t io n S y m b o l

D E

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6/6/2018 12:22:15 PMDATE AND TIME PLOTTED:

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Drawing Number b d e d c .d g n

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BDD-6-2/31

E L .5

E31

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S T

A L L A T

EL. 98.75

CABLE TRAY,

NEW 3#500kcmil, 3" RGS

DN1-q1-DS1 (SEE NOTE 5)

NEW 3#250kcmil, 2" RGS

DN1-q1-DECK OUTLETS

CONTACTOR (KCN)

NEW GANTRY CRANE

EL. 98.75

CABLE TRAY,

HINGED ENCLOSURE (SEE NOTE 6)

NEW WALL MOUNTED, NEMA 1

WIREWAY

(SEE NOTE 3)

3#600kcmil, 1#2 EG, NEW 3" RGS

MDQ2-q1-PC1

CABLE TRAY

NEW 24" (DIVIDED)

(SEE NOTE 4)

NEW 3#500kcmil, 3" RGS

KCN-q1-TS

(SEE NOTE 11)

PLC CABINET, PLC.MD2

NEW CORE DRILL

(SEE NOTE 4)

NEW 3#500kcmil, 3" RGS

KCN-q1-TS

KCS-c2-KCN (7/c CABLE)

KCS-c1-KCN (NEW 12/c#10)

KCN-c1, NEW 1•" RGS

NEW 9/c#12, 1-•" RGS

ATS.MD2-u1-GDACS

PAD

CONCRETE

NEW 3#XXXX, 1-‚" RGS

DN1-q1-XXXXXXXX

ATS.MD2

NEW 1000A, 480V ATS

(W/ PWR DIST BLOCK)

NEMA 4 SPLICE BOX

NEW 24" X 18" X 8"

FITTING

EXPANSION

NEMA 4 PULLBOX

NEW 24" X 24" X 8"

(NEW 3#350kcmil, 1#1 EG, 2•" RGS)

MDQ2-q1-DN1

(NEW 3#350kcmil, 1#1 EG, 2•" RGS)

MDQ2-q2-DN1

(NEW 3#12, 1#12 EG, ƒ" RGS)

FL4.1-r8,10

G2ecdbdb

E34

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D e s c r ip t io n S y m b o l

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$SHEETN$SHEET NAME:BY USERNAME:DRAWING PLOT SIZE:$BORDER$

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54321

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12" 0 2' 4' 6'

SCALE: …"= 1'-0"

N

NEW 3" RGS)

(EXISTING CONDUCTORS,

DN1-q1-UWP

CABLE TRAY, EL. 83.7

RUN CABLES UP TO EL. 85.5

DN1-q1-UWP

MDQ2 (ABOVE)

DNTR7-r1-DN7 (NEW 3#4/0, 1#6 EG, 2•" RGS)

MDQ2-q1-DN4 (NEW 3#4/0, 1#4 EG, 2•" RGS)

MDQ2-q1-DN5 (NEW 3#500kcmil, 1#4 EG, 3" RGS)

MDQ2-q1-DN6 (NEW 3#4/0, 1#6 EG, 2•" RGS)

LEFT TO RIGHT

CEILING AFTER CONDUITS HAVE BEEN REMOVED

GROUT EXISTING CONDUIT PENETRATIONS IN

DNTR7-r1-DN7 (NEW 3#4/0, 1#6 EG, EXISTING 2•" RGS)

MDQ2-q1-DN5 (NEW 3#500kcmil, 1#4 EG, EXISTING 3" RGS)

MDQ2-q1-DN6 (NEW 3#4/0, 1#6 EG, EXISTING 2•" RGS)

TOP TO BOTTOM

(NEW SPARE 3" RGS)

MDQ2-s2

(NEW 3 SETS, 3#350kcmil, 2-1#2" RGS)

MDTQ2N-q1,2,3-ATS.MD1

(NEW 3 SETS, 3#350kcmil, 2-•" RGS)

MDTQ2S-q1,2,3-ATS.MD2

TOP TO BOTTOM

NEW TRANSFORMER, DNTR7

(NEW 2#1, 1#6 EG, 1‚" RGS)

MDQ2-q1-DNTR7

MDQ2-q1-DN4 (NEW 3#4/0, 1#4 EG, EXISTING 2•" RGS)

DNTR7-r1-DN7 (NEW 3#4/0, 1#6 EG, EXISTING 2•" RGS)

MDQ2-q1-DN5 (NEW 3#500kcmil, 1#4 EG, EXISTING 3" RGS)

MDQ2-q1-DN6 (NEW 3#4/0, 1#6 EG, EXISTING 2•" RGS)

TOP TO BOTTOM

NOTES

NEW ACCESS LADDER

3" RGS

NEW 3#1/0 (15kV), XJ017-j1-MDTQ2S

NEW 3#1/0 (15kV), 3" RGS

CV5.MD2-j1-XJ017

3" RGS

NEW 3#1/0 (15kV), XJ027-j1-MDTQ2N

3" RGS

NEW 3#1/0 (15kV), CV5.MD2-j1-XJ027

NEMA 4 SPICE BOX

NEW 24" X 18" X 8"

(NEW SPARE 3" RGS)

MDQ2-s2

PLAN - EL. 73.0

E35

A

E35

AS-CONSTRUCTED

CONTRACT NO. W9127N-08-C-0015

CONTRACTOR: O'NEILL ELECTRIC, INC.

DATE: 10 NOV 2009

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E L .0

E32

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JBJB

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JBJB

MDTQ2N

MDTQ2S

N

TOWER

NORTH

NO. 2

HEATER HOUSE

NO. 3

HEATER HOUSE

MIN.

3'-0"

DN-6

DN-5

DN-7

PANEL (UWP)

UNWATERING

DN1-q1-UWP

SCALE: ‰"= 1'-0"

12"0 5' 10'

(SEE NOTE 2)

EXISTING CIRCUIT

(SEE NOTE 3)

7#6, 1•" RGS

DN4-q1-HYDRO BLAST

(SEE NOTE 3)

3#8, 1#10 EG, 1"RGS

DN4-q1-FTR2

NEW 480V PNL. DN-4

F R

O N

T F

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DN-4

12" 0 2' 4' 6'

SCALE: …"= 1'-0"

A

E35

A

E35

MDTQ2N

MDTQ2S

SWITCH 48" AFF

GROUNDING

HOTSTICK

WP

WP

WP

DOOR OPENING

UP

(TYP. OF 2)

GROUND INSERT

SUPPORT (SEE SHEET S3)

ELECTRICAL EQUIPMENT

HORIZONTAL PIPES FOR

AS-CONSTRUCTED

CONTRACT NO. W9127N-08-C-0015

CONTRACTOR: O'NEILL ELECTRIC, INC.

DATE: 10 NOV 2009

(3#4/0, 1#6 EG, 2•" RGS)

MDQ2-q1-DN6

(3#4/0, 1#6 EG, 2•" RGS)

DNTR7-r1-DN7

MDQ2-q1-DN5 (3#500kcmil, 1#4 EG, 3" RGS)

MDQ2-q1-DN6 (3#4/0, 1#6 EG, 2•" RGS)

TOP TO BOTTOM

DNTR7-r1-DN7 (3#4/0, 1#6 EG, 2•" RGS)

MDQ2-q1-DN5 (3#500kcmil, 1#4 EG, 3" RGS)

MDQ2-q1-DN6 (3#4/0, 1#6 EG, 2•" RGS)

TOP TO BOTTOM

480V RECEPTACLE

COPPER GROUND

#250kcmil BARE

1#12 GND,ƒ" RGS

4#12, 4#12, 1#12 GND,ƒ" WT FLEX

4#12, 1#12 GND,ƒ" RGS

(13.8kV - 480V)

750 kVA TRANSFORMER

(SEE NOTE 4)

LGT FIXTURE, TYP. OF 6

4#12, 1#12 GND,ƒ" RGS

2#12, 1#12 GND,ƒ" RGS

3#12, 1#12 GND,ƒ" RGS

SWITCH AT EL. 77.0

4#12, 1#12 GND,ƒ" RGS

(SEE SHEETS S3 & S8)

ACCESS LADDER

MDTQ2S-q3-ATS.MD2 (3#350kcmil, 2•" RGS)

MDTQ2S-q2-ATS.MD2 (3#350kcmil, 2•" RGS)

MDTQ2S-q1-ATS.MD2 (3#350kcmil, 2•" RGS)

MDTQ2N-q3-ATS.MD2 (3#350kcmil, 2•" RGS)

MDTQ2N-q2-ATS.MD2 (3#350kcmil, 2•" RGS)

MDTQ2N-q1-ATS.MD2 (3#350kcmil, 2•" RGS)

(13.8kV - 480V)

750 kVA TRANSFORMER

2#12, 1#12 GND,ƒ" RGS

3#1/0 (15 KV), 3" RGS

XJ027-j1-MDTQ2N

3#1/0 (15 KV), 3" RGS

XJ017-j1-MDTQ2S

WALL (SEE SHEET S2)

3#12, 1#12 GND,ƒ" RGS

DN

PLAN - EL. 60.5

ENLARGED PLAN - EL. 60.5

INFORMATIONAL DRAWINGS

EL. 73.0

UP TO

STAIRS

SEE ENLARGED PLAN

BDF-6-27/28

BDF-6-27/24

BDF-6-27/22

BDF-6-27/21

M-4-11, SHEETS 26 - 30

A62529

A62527

NOTES

MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS.

8. SEE TECHNICAL SPECIFICATIONS (ATTACHMENT A7) FOR GFE TRANSFORMER

7. NOT USED.

BOXES 12" ABOVE FINISHED FLOOR.

6. MOUNT NEW LIGHT SWITCH BOXES 48" ABOVE FINISHED FLOOR. MOUNT NEW RECEPTABLE

5. BOND ALL STRUCTURAL STEEL WITH #6 AWG (MIN.) BARE COPPER GROUND.

LITHONIA #DMS232120CW OR APPROVED EQUAL.

FIXTURES SHALL HAVE HIGH IMPACT FIBERGLASS HOUSING WITH ACRYLIC DIFUSSER.

4-FOOT, 32W T12 LAMPS RATED AT 120VAC AND HAVE COLD START BALLASTS.

FLUORESCENT FOR USE IN DAMP LOCATIONS. FIXTURES SHALL HAVE (2)

4. NEW LIGHTING FIXTURES SHALL BE ENCLOSED AND GASKETED INDUSTRIAL

SEE SHEET E30, NOTE 3.

DN-4. FEED EXISTING CONDUCTORS INTO DN-4 AND RECONNECT.

3. PROVIDE NEW CONDUIT BETWEEN EXISTING COUPLING AND NEW PANEL

NO. 1 AFTER IT IS DEMOLISHED. SEE SHEET E30.

2. REUSE EXISTING LIGHTING/RECEPTACLE CIRCUIT FROM HEATER HOUSE

1. ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED OTHERWISE.

(SEE SHEET S3)

GROUT PAD, TYP. OF 2

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G2ecdbdb Untitled Workspace

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MOUNTING

EQUIPMENT

MOUNTING

EQUIPMENT

E39

MDQ2

EL. 85.5

DN-1

KCN

CONTACTOR

CRANE

GANTRY

NEW

FP4

ATS.MD2

1#2 EG, 3" RGS)

(3#600kcmil, MDQ2-q1-PC1

E31

SECTION

E32

GROUND BUS

(SEE NOTE 6)

NEW J-BOX,

HINGED, NEMA 1 J-BOX

NEW 16" X 16" X 6"

(SEE NOTE 4, SHEET E33)

LIGHT FIXTURE, TYP. OF 6

NEW FLUORESCENT

(SEE NOTE 2)

NEW #250kcmil BCG

NEW CONDUIT SUPPORT

NEW 3#1/0 (15kV), 3" RGS

XJ027-j1-MDTQ2N

NEW 3#500kcmil, 3" RGS

DN1-q1-DS1 (SEE NOTE 7)

NEW 9/c#12, 1" RGS

ATS.MD2-u1-GDACS

NEW 3" RGS

3#600kcmil, 1#2 EG, MDQ2-q1-PC1

CABLE TRAY

NEW 24" (DIVIDED)

DNTR7

NEW TRANSFORMER

(SEE NOTE 4)

NEW 3#500kcmil

KCN-q1-TS

(SEE NOTE 8)

LIGHTING PANEL, FL-4.1

KCS-c2-KCN (7/c CABLE)

KCS-c1-KCN (NEW 12/c#10 CABLE)

KCN-c1, NEW 1•" RGS

NEW 3#12, 1#12 EG, ƒ" RGS

FL4.1-r8,10

NEW 3#500kcmil, 3" RGS

KCN-q1-TS

EL. 85.5

(SEE NOTE 2)

NEW #250kcmil BCG

JUNCTION (TYP. OF 6)

15kV, 4-POINT DEADBREAK

ELBOW (TYP. OF 6)

600A DEADBREAK

NEW 15kV, (SEE NOTE 2)

NEW #2/0 BCG TO MDQ2

EL. 98.75

CABLE TRAY,

MDTQ2N-q1,2,3-ATS.MD2, NEW 9#350kcmil

ATS.MD2-q1,2,3-MDQ2, NEW 9#350kcmil

MDTQ2S-q1,2,3-ATS.MD2, NEW 9#350kcmil

(XJ027-c1-PLC.MD2, NEW 12/c#10)

XJMD2-c2-PLC.MD2, NEW 1•" RGS

NOTES

CONDUCTORS IN CABLE TRAY BELOW EXISTING DN-1 IF NECESSARY.

PANEL (FL-4.1) WITH NEW CONDUITS AND CONDUCTORS. SPLICE TO EXISTING

8. EXTEND EXISTING DN-1 LIGHTING CIRCUITS TO EXISTING LIGHTING

CIRCUIT.

7. NEW "DN1-q1-DS1" CIRCUIT TO REPLACE EXISTING "DS1-q21-DN1"

BELOW.

6. PROVIDE VERTICAL CABLE SUPPORT FOR EACH CABLE DOWN TO TRANSFORMERS

5. NOT USED

4. NOT USED.

3. MOUNT NEW LIGHT FIXTURES IN CV5 10 FEET ABOVE FINISHED FLOOR.

COMPRESSION TERMINALS.

CONDUCTORS ON EXISTING GROUND BUS WITH APPROVED COPPER

2. DRILL AND TAP EXISTING GROUND BUS. TERMINATE NEW GROUND

1. ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED OTHERWISE.

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54321

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SCALE: •"= 1'-0"

12" 0 1' 2' 3' 4'

12" 0 2' 4' 6'

SCALE: …"= 1'-0"

AS-CONSTRUCTED

CONTRACT NO. W9127N-08-C-0015

CONTRACTOR: O'NEILL ELECTRIC, INC.

DATE: 10 NOV 2009

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M-4-10, SHEET 26

M-4-10, SHEET 25

M-4-10, SHEET 18

SCALE: …"= 1'-0"

SCALE: …"= 1'-0"

EL. 98.75

CABLE TRAY,

NEW 3" RGS

3#600kcmil, 1#2 EG, MDQ2-q1-PC1

3#600kcmil, 1#2 EG

MDQ2-q1-PC1

NEW 3#500kcmil

DN1-q1-TS

EL. 83.7

CABLE TRAY,

3#250kcmil, NEW 3" RGS

DN1-q1-UWP

480V PANEL

WIREWAY

3#500kcmil, NEW 3" RGS

DN1-q1-FP4

NEW 3#250kcmil, 2" RGS

DN1-q1-DECK OUTLETS

NEW 3#350kcmil, 1#1 EG, 2•" RGS

MDQ2-q1-DN1

NEW 3#350kcmil, 1#1 EG, 2•" RGS

MDQ2-q2-DN1

NEW 3#1/0 (15kV), 3" RGS

MD2-j1-XJ027

NEW 3#1/0 (15kV), 3"RGS

MD2-j1-XJ017

DN1-q1-DN HTR PNL

NEW 3#4, 1#6 EG. 1-‚" RGS

PLC CABINET (PLC.MD2)

(XJ017-c1-PLC.MD2, NEW 12/c#10)

XJMD2-c1-PLC.MD2, NEW 1•" RGS

(XJ017-c1-PLC.MD2, NEW 12/c#10)

XJ017-c1, NEW 1•" RGS

(XJ027-c1-PLC.MD2, NEW 12/c#10)

XJ027-c1, NEW 1•" RGS

LEFT TO RIGHT

HINGED, NEMA 12 ENCLOSURE

NEW 16" X 12" X 6" DEEP

3#600kcmil, 1#2 EG, NEW 3" RGS

MDQ2-q1-PC1

GROUND

BARE COPPER

NEW #250kcmil

GROUT PAD

NEW 4"

NEW 3#1/0 (15kV), 3" RGS

XJ017-j1-MDTQ2S

NEW 3#12, 1#12 EG, ƒ" RGS

FL4.1-r8,10 (CV5 LTG/RECEPT CKT)

SEE NOTE 8

EL. 100.25

EL. 85.5

DOORWAY

(TYP. OF 6)

DEADBREAK JUNCTION

15kV, 4-POINT

XJ027 XJ017

(TYP.OF 2)

VACUUM CIRCUIT BREAKER

NEW 15KV METAL-CLAD

EL. 85.5

INFORMATIONAL DRAWINGS

(SEE SHEETS E37, E38)

TO NORTH ABUTMENT

EXISTING DUCTBANK

PANEL

NEW 480V

NEW 3#1/0 (15kV), 3"RGS

CV5.MD2-j1-XJ017

NEW 3#1/0 (15kV), 3" RGS

CV5.MD2-j1-XJ027

DOORWAY

SCALE: …"= 1'-0"

G2ecdbdb

M-4-10, SHEET 26

M-4-10, SHEET 25

M-4-10, SHEET 18

TO TRANSFORMERS BELOW.

3. PROVIDE VERTICAL CABLE SUPPORT FOR EACH CABLE

2. NEW CONDUIT SHALL NOT EXCEED 24" IN LENGTH.

OTHERWISE.

1. ALL ITEMS ARE EXISTING UNLESS INDICATED

INFORMATIONAL DRAWINGS

NOTES

EL. 73.0

EL. 60.5

EL. 85.5

NEW 480V PNL, DN-4

SEE SHEET S2

NEW CONCRETE SLAB,

(RELOCATED FROM SHEET E30)

EXISTING 480V RECEPTACLE

IN CAST BOX WITH WP COVER

NEW 120V, 20A DUPLEX RECEPT

(SEE NOTE 4, SHEET E33)

TYP. OF 6

NEW LGT FIXTURE,

(SEE NOTE 3, SHEET E33)

NEW CONDUIT, EXISTING WIRE (SEE SHEET S2)

NEW GROUT PAD

IN CAST BOX WITH WP COVER

NEW 120V, 20A DUPLEX RECEPT

EL. 73.0

EL. 85.5

MDQ2

PANEL,

NEW 480V

LADDER

NEW ACCESS

SCALE: •"= 1'-0"

12" 0 2' 4' 6'

SCALE: •"= 1'-0"

12" 0 1' 2' 3' 4'

SEE SHEET S2

NEW WALL

MIN.

3'-0"

EXIST. 2•" RGS

NEW 3#4/0, 1#6 EG,

MDQ2-q1-DN6

EXIST. 3" RGS

NEW 3#500kcmil, 1#4 EG, MDQ2-q1-DN5

EXIST. 2•" RGS

NEW 3#4/0, 1#6 EG,

DNTR7-r1-DN7

NEW 3#350kcmil, 2•" RGS

MDTQ2N-q1-ATS.MD2

NEW 3#350kcmil, 2•" RGS

MDTQ2N-q2-ATS.MD2

NEW 3#350kcmil, 2•" RGS

MDTQ2N-q3-ATS.MD2

NEW 3#350kcmil, 2•" RGS

MDTQ2S-q1-ATS.MD2

NEW 3#350kcmil, 2•" RGS

MDTQ2S-q2-ATS.MD2

NEW 3#350kcmil, 2•" RGS

MDTQ2S-q3-ATS.MD2

(SEE NOTE 3, SHEET E33)

3#8, 1#10GND, 1" RGS

DN4-q1-FTR2

(SEE NOTE 3, SHEET E33)

7#6, 1•" RGS

DN4-q1-HYDRO BLAST

(SEE NOTE 2, SHEET E33)

EXISTING CIRCUIT

NEW 3#4/0, 1#4 EG, 2•" RGS

MDQ2-q1-DN4

EXIST. 2•" RGS

NEW 3#4/0, 1#4 EG,

MDQ2-q1-DN4

(ONLY SOME EXISTING CABLES SHOWN)

CABLE TRAY, EL. 95.75

IN CAST FD BOX

3-WAY SWITCH

NEW 24" (DIVIDED) CABLE TRAY

(ONLY SOME EXISTING CABLES SHOWN)

CABLE TRAY, EL. 98.75

NEW ROLL-UP DOOR

ATS.MD2-u1-GDACS (NEW 9/c#12 CABLE)

(NEW 3#4/0, 1#6 EG, 2•" RGS)

DNTR7-r1-DN7

(NEW 3#4/0, 1#4 EG, 2•" RGS)

MDQ2-q1-DN4

(NEW 3#4/0, 1#6 EG, 2•" RGS)

MDQ2-q1-DN6

NEW 3#12, 1#12 EG, ƒ" RGS

1#4 EG, 3" RGS)

(NEW 3#500kcmil, MDQ2-q1-DN5

(SEE SHEET S7)

NEW ACCESS LADDER

NEW 3#1/0 (15 KV), 3" RGS

CV5.MD2-j1-XJ017

(FRONT)

NEW 3#1/0 (15 KV), 3" RGS

CV5.MD2-j1-XJ027

(BEHIND)

NEW 3#1/0 (15 KV), 3" RGS

XJ027-j1-MDTQ2N

(BEHIND)

NEW 3#1/0 (15 KV), 3" RGS

XJ017-j1-MDTQ2S

(FRONT)

NEW 3#1/0 (15 KV), 3" RGS

(FRONT) XJ017-j1-MDTQ2S

NEW 3#1/0 (15 KV), 3" RGS

(BEHIND) XJ027-j1-MDTQ2N NEW 3#1/0 (15 KV), 3" RGS

CV5.MD2-j1-XJ017

SEE NOTE 4, SHEET E31

DN1-q1-TS (3#500kcmil, 3" RGS)

(13.8kV-480V), TYP. OF 2

NEW 750 kVA TRANSFORMERS ƒ" RGS

NEW 4#12, 1#12 EG,

MDQ2-q1-DN6 (NEW 3#4/0, 1#6 EG, 2•" RGS)

MDQ2-q1-DN5 (NEW 3#500kcmil, 1#4 EG, 3" RGS)

MDQ2-q1-DN4 (NEW 3#4/0, 1#4 EG, 2•" RGS)

(WALL-MOUNTED)

NEW TRANSFORMER, DNTR7

(NEW SPARE 3" RGS)

MDQ2-s1

(NEW 3#4/0, 1#6 EG, 2•" RGS)

DNTR7-r1-DN7

E32

E33

NEW 4" GROUT PAD

NEW 4" GROUT PAD

SCALE: …"= 1'-0"

SCALE: …"= 1'-0"

(NEW SPARE 3" RGS)

MDQ2-s2

MOUNTING

EQUIPMENT

MOUNTING

FIXTURE

SUPPORT

CONDUIT

TYP.

CONDUIT SUPPORT

NEW CORE DRILLS (TYP.)

HOLE THROUGH WALL

NEW 3#250kcmil, EXISTING 4" DUCT

DN1-q1-DECK OUTLETS

NEW #2/0 BCG

NEW 12/c#10 CABLE

KCS-c1-KCN

(NEW 3#500kcmil, EXISTING 4" DUCT)

DN1-q1-DS1, SEE NOTE 5 ON SHEET E31

(3#600kcmil, 1#2 EG, NEW 3" RGS)

MDQ2-q1-PC1, SEE NOTE 5 ON SHEET E28

NEW 4" RGS (SEE NOTE 2)

CAST SINGLE-GANG BOX

NEW DUPLEX RECEPTACLE,

(NEW 6#350kcmil,2#1 EG, 4" RGS

MDQ2-q1,2-DN1

(NEW 6#350kcmil, 2#1 EG, 4" RGS

MDQ2-q1,2-DN1

(XJ017-c1-PLC.MD2, NEW 12/c#10)

XJ017-c1, NEW 1•" RGS

(XJ027-c1-PLC.MD2, NEW 12/c#10)

XJ027-c1, NEW 1•" RGS

LEFT TO RIGHT

7/c CABLE

KCS-c2-KCN

(FL4.1-r8,10) CV5 LTG/RECEPT CKT

NEW 3#12, 1#12 EG, ƒ" RGS ƒ" RGS

NEW 2#12, 1#12 EG,

MDQ2

EL. 85.5

EL. 85.5

MDTQ2S-q3-ATS.MD2 (NEW 3#350kcmil, 2•" RGS)

MDTQ2S-q2-ATS.MD2 (NEW 3#350kcmil, 2•" RGS)

MDTQ2S-q1-ATS.MD2 (NEW 3#350kcmil, 2•" RGS)

NEW J-BOX (SEE NOTE 3)

MDTQ2S-q3-ATS (NEW 3#350kcmil, 2•" RGS)

MDTQ2S-q2-ATS (NEW 3#350kcmil, 2•" RGS)

MDTQ2S-q1-ATS (NEW 3#350kcmil, 2•" RGS)

MDTQ2N-q3-ATS.MD2 (NEW 3#350kcmil, 2•" RGS)

MDTQ2N-q2-ATS.MD2 (NEW 3#350kcmil, 2•" RGS)

MDTQ2N-q1-ATS.MD2 (NEW 3#350kcmil, 2•" RGS)

(NEW 9#350kcmil, 4" RGS)

ATS.MD2-q1,2,3-MDQ2, SEE NOTE 2

(NEW 9#350kcmil, 4" RGS)

MDTQ2S-q1,2,3-ATS.MD2, SEE NOTE 2

(NEW 9#350kcmil, 4" RGS)

MDTQ2N-q1,2,3-ATS.MD2, SEE NOTE 2

(NEW 9#350kcmil, 4" RGS)

ATS.MD2-q1,2,3-MDQ2, SEE NOTE 2

HINGED, NEMA 1 J-BOX

NEW 16" X 16" X 6"

(XJ027-c1-PLC.MD2, NEW 12/c#10)

(XJ017-c1-PLC.MD2, NEW 12/c#10)

XJMD2-c1-PLC.MD2, NEW 2•" RGS

MDTQ2N-q3-ATS…