B.08 7N23R0007 TDA Lamprey Reference Drawings.pdf

E

D c

B

A

FOR 1 _.,------'-r~ CONTI NUAT 10~

SEE DETAIL B

I I

9/C CABLE #1 B

TO JUNCTION POOL STILLWELL

--FCID6-r4.61, 1", 2 #19125

FLOODLIGHT UNITS & STANDARD

6"XB"X4" DP. CAST

CENTER AT ELEV. 11

CROUSE-HINDS

FAR 338

L----1· NIPPLE. 3" LONG EL. 111.0 -='---'-=-=------ r--.,0o"""'0'"'o""',..-.-~-.-.-__,J'--'T--, ~ 00 0 oo · A ' · A • · A " APPROX.

0 08 ~ • : ~ • : f'·:- ___l

: ·~ : ·~ · 'I 0 ~· 4 "X4 "X4 • CAST BOX

I> .. I> .. .___ .. _ . ' . . -. . .

SECTION E-E

SCALE: 1''{=1 '-o•

C06-r4.62. 1" #19/25 L•l'n7-n1, 1il3, 1•,4•, #4

MANHOLE: SEE----,

NOTES 4 & 6 &

SECTIONAL PLAN.

INSTALL 3-2" & 2-1 1'z" SLE:EVIES-, WITH FLUSH COUPLINGS & PLUGS

AT ELEV. 110.5, SPACED

4" CENTER TO CENTER

2 FLOODLIGHT UNITS

& S TAI~DARD---.._

4/0 TO ~GI

~x------ /// . I .

'· I ' .fi ·, .'I i \!I i

• I I .

• v I

/li A . t. I ! I! !

L! I!!

! I! !

EXISTING CONDUIT BANK & GR.

CABLE IN CONCRETE ENVELOPE.

A

J

,.,t Ft.li-s2. l,i' lc-<1&1--+1.0. l,t

-<rn' 1-q1-AW3, 11,{, 3 #19122 -•r:n7.1-c1-AW3. 11'{• 8 #19125 l.<t•m.1-u1-AW3, 11,.,t

7 .

N

0 -

1,{ GALV. PLATE@

D~

1'{ ANCHOR BOLTS @

'f'

I. 1 f -3""

SECTION C-C

~0 SCALE

8"

0 0 or'o

0 ~0

L I

I

ENTRANCE WEIR HOIST

MACH I NERY "R ··-

g~_=-;_=-;_=-;_=-;_=:_=-=-J-b-=_:::_:-;:_:-;:_:-;:_:-;;_:-;:_:-;:_~~-=-=-=-=-=-=-=-=-==-==-==-J.-b_=:_=-;_=:_=-=-=-=-=b-1_~~~· p;..:.~A~:_;_~-~-~~~:!-:_=:_=:_=:_=:_=:_=-;_=-;_~_b_=:=:iJ-~~ ,!o-:::!-~=t::=:::!

MOUNT POWER

SUPPLY BOX

TIE TO 2 #12

FROM X1, X2 ~

VIEW D-D

NO SCALE

FC07-q1-AEW1. 11,{ \\

3 #19122 (_---~~---=--- FC07-c1-AEW1. 11'{

B #19/25 FC07-u1-AEW1. 11,{

I

ENTRANCE WEIR HOIST I

MACHINERY "A" I

I

------PUI.L BOX LPB-12"X12"X12"

HOPE #H5809 OR EQUAL.

~:: }sTUB FLUSH WITH COUPL. & PLUG.

~-FC01'-c1-AFW1, 11'2" ~Ll---'- . 0-AFW1. 11,/

FOR SECTION B-B

E SECTION B-B ON

REF. DWG. N0.4.

'----INSTALL PY CONTROLLER

INSTALL EXPOSED 1"C. TO STILLWELLS

INSTALL EXPOSED 3~"C. TO EXISTING STUBS

FC07-r"1. 0-AFW1, 111,4" FC07-c1-AFW2, 1 1~</

FC07-Q1-AEW1, 11,l, 3#19/22, FC07-c1-AEW1, 1''z", 8#19125 FC07-u1 -AEW1, 11, 4"

FCOT-q1-AEW2. 1',{, 3 #19/22 FCOT-c1-AEW2, 1''2", 8 #19125 FCOT-u1-AEW2. 11'{

Ft.tl-s1-LPB, 1112" FMH-s2-LPB. 3,{ Ft.tl-s3-LPB, 3,l

GENERAL PLAN-EL.

SCALE: 1, 8"=1' -o•

Ft.tl-s3. 3'l, -~

STUB FLUSH WITH

COUPL. & PLUG

FCOT-Q1-AW1, 11'{, 3 #19122

FCOT-c1-AW1. 11'z"• B #19125 FC01-u1-AW1. 11,{

1 1 1 • 5

ELEV.

'----mn7-n1-AW2e 11'l• 3 #19/22 FCOT-c1-AW2• 11'{• B #19/25 FC07-u1-AW2, 11,{

CONCRETE ENVELOPE---------,

F " . •

I> • "' "'

111.5~

I CONDUITS

~----Jr~~~~~3[~.==-~·~.==~~~~·~.~~~~·ll[

EL. 01.2

F

GR.

45'

CABLE TRAY

INSERT~

ELLS ~-------r~---, KINDORF F-711-3, OR EQUAL. SPACE

FROM WALL.@

1'{ EXPANS. SHIELD & BOLT---'

b .• . b -

. b .

• • ELEV. 104.0 b L-~~-L~--~~--~~~~. ..

·~ . 6 . . 6 . 6 . 6 .

NOTES:

1. FOR DETAILS OF 2 FLOODLIGHT UNITS A~O STANDARD SEE

FLOODLIGHT FIXTURE & POLE DETAIL ON REF. DWG. N0.2.

2. FOR WIRING AND ELECTRICAL EQUIPMENT AT HOIST MACHINERIES

SEE REF. DWG. N0.3.

3. EXACT LOCATION OF CONDUITS AT HOIST MACHINERIES SHALL

BE DETERMINED FROM THE SHOP DRAWINGS OF THE HOIST

MANUFACTURER.

4. WIRE & CABLE THROUGH MANHOLE ARE TO BE TIED WITH

TWINE OR TAPED TOGETHER AND GROUPED TO MAINTAIN

THEIR CIRCUIT IDENTITY •

5.

6. CONDUITS IN MANHOLE ARE TO BE TERMINATED WITH

GROUNDING BUSHINGS AND CONNECTED TO THE GROUND

SYSTEM •

4/0 GRND. CABLE TO ).

TOWER THRU FILL AND ~!

SLEEVE IN FISH LADDER f

CONDUIT SLEEVES, ELEV. 110.5

CONTROL CENTER

FC07 IN SERVICE---

GALLERY EL. 168.0

-_-j ,----- 1 --+~;;,;;,~-~-

I

_ _.___.____.-1--l\k+'--__, D

CONDUIT BANK APPRDX.------------¥~

200' FROM FC07 TO

MANHOLE.

DETAIL -A

SCALE: 1"=40'

F ISHLDCK

COIL GROUND CABLE

AT BASE OF COLUMN

& PROVIDE PROTECTIVE

MAKE CONNECTIONS TO

CIRCUIT IN EXISTING JUNCTION

BOX.

FC06-q4.61, 1", 2 #19125

BEAM E-8

EXISTI~G 500MCM GROUND CABLE.

i ~NEW 250MCM GROUND CABLE t .. TOO' LONG.

, . CONDUIT SHOWN IS

·i • EXISTING. WIRE LISTED.

I IS IN THIS CONTRACT.

""''r-7--;..!i / "'('

FC06-Q5.2. 11'{• 3 #2

EXISTING BULL BOXES

FC06-r4.61. 1", 2 #19/25

ELEV. 104.5

COVER I NG.----------~_ll_ __ ___,o/--_lL ______ -w ____ _lll

DETAIL B

SCALE: 1'1&"=1 '-o"

(PLAN OF EXISTING STRUCTURE AT EAST

FISHLADDER JUNCTION POOL, EL. 111.51

SECTIONAL PLAN-MANHOLE

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

CONCRETE ----+~-0 ENVELOPE ...

FILL---I~

EL. 1 7.17

ROCK-~

I 1 •

TOP TO BOTTOM

FC07-c1-AFW2o 11'{

FC07-r1.0-AFW1, 11'{

F COT-c1 -AF W1 , 11'{

FC07-s4. 11,t

FCOT-c1-AEW1, 1''z", B #19125 FC01-q1-AEW2, 11,{, 3 #19122

FC01-q1-AEW1, 11'{ 3 #19122 FC07-u1-AEW1, 11'z"

FC07-u1-AEW2. 11,2" FC07-c1-AW2, 11'{• B #19125

FCOT-c1-AEW2. 11'z", 8 #19125 FC01-q1-AW2• 11'{• 3 #19122

FC07-s1. 111l FC07-s2. 11'2•

FC07-

FC07-s3, 1 1,2"

FC07-c1-AW1, 11'{, 8 #19/25 FCOT-u1-AW1. 11'{

FC01-q1-AW1, 11'{, 3 #19/22

• .. .c xZ "'~ . "" • oz

"' 1 Z - "' ~ ... 5 ---+-,:.+- 0 .... .., GR. CABLE

SECTION A-A

SCALE: 1"'=1' -o•

SECTION F-F

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

REFERENCE DRAWINGS:

1. FIXTURE SCHEDULE. LEGEND. & GENERAL

NOTES

2. SOUTH FISHWAY ENTRANCE-PLAN &

GROUNDING

3. FISHLOCK APPROACH FISHWAY-FISHLOCK

CHANNEL WEIRS-WIRING DIAGRAMS &

DETAILS

4. FISHLOCK-EL. 168.0

5. FISHLOCK-SERVICE GALLERIES-EL. 168.0 & 175.0

6. WIRING DIAGRAM SELSYN CONTROL SYSTEM-FISHLOCK APPROACH

ENTRANCE-DDF-67-c-0054-B

1. SCHEMATIC DIAGRAM SELSYN CONTROL SYSTEM FISHLOCK APPROACH

ENTRANCE DDF-67-c-0054-2

B AUTOMATIC WATER LEVEL CONTROL AT ENTRANCES

DDD-1-6-3.1/2

DDF-1-6-312

DDF -1-6-412

DDF -1-6-4/3

DDF-1-6-4/5

DDF-1-6-6

US Army Corps of Engineers"

PORTLAND DISTRICT

" w d z

I

SHEET

IDENTIFICATION

DDF-10.0-6-4/1

i • • : • • .. • • • : • • • i • • • .. .. • • • .. • z g z "' SHEET OF ti)

L---------------------------------------~--------------------------------------~~--------------------------------------~--------------------------------------~----------------------------------------~--------------------------------------_J~========~~ DATE AND TIME PLOTTED' SSSOATESSSS $TIME BY USERNAME• $USER$ SHEET NAME' SSHEETNS

A AB

B

PARTS LIST

DESCRIPTIONPART NUMBERQTYITEM

See DDF-9-3-4/5weir extension lifting beam11 See DDF-9-3-4/5weir extension arm modified

Hex Bolt - UNC (Regular Thread - Inch)

ANSI/ASME B18.2.1 -

1/2-13 UNC - 3.75

Hex Nuts (Inch Series) Hex Nut

ANSI B18.2.2 - 1/2 - 1384

east entrance top weir15

S O

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SHEET

IDENTIFICATION

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US Army Corps of Engineers ®

P

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54321

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B

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SHEET OF

BORDER VERSION UPDATE [06-2013]

DDF-9-3-4/4

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EC

. 1

M . A

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IN

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N O

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D D

F- 9-

3- 4/

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D F-

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dw g

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IN

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6/

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FJ

PORTLAND DISTRICT

U .S

. A R

M Y

C O

R P

S O

F E

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IN

EE

R S

PO

R

TL

A

N D

D

IS

TR

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T P

O R

TL

AN

D , O

R

VIEW AA

6' -1

Lifting Beam Extension Arm (typ)

Existing Upper Weir Leaf

VIEW BBELEVATION

(LOWER LEAFS NOT SHOWN)

SCALE:

4" = 1'-0

2 2

WEIR EXTENSION

ISOMETRIC VIEW

A A

G

G

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A

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A

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A C

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SHEET

IDENTIFICATION

1 2 3 4 5 6

E

D E

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IP

TI

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A R

K D

A

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A P

P R

US Army Corps of Engineers ®

SHEET OF

BORDER VERSION UPDATE [06-2013]

DDF-9-3-4/5

TH

E

D A

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IN

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C G

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PT

. 2

M . A

D A

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S . D

IN

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D

D D

F- 9-

3- 4/

A N

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F D

D F-

9- 3-

4_ 5.

dw g

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IS

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IF

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M , E

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M , S

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A V

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U S

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N D

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B

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IN

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IN

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6/

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FJ

PORTLAND DISTRICT

U .S

. A R

M Y

C O

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IN

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G 2O

D D

P B

R Fi le L as t S av ed

B y:

2" 8'-53

4" 41 2"

VIEW AA

13 4"

11 4"

VIEW BB

SCALE: 3" = 1'-0

9"

4"

1' -7

1 2

1' -2

1" RAD.

1" RAD.

5"

11 4"

2"

1" 1"3"

2" PLATE, TYP 2 PLC'S

2" x 4

2" x 1

4" THICK

STEEL BLOCK, TYP

2 PLC'S

2" DIA. HOLE

TYP 2 PLC'S

9'-23 4"

8'-41 2"

7'-13 8"

5'-83 4"

3'-6"

2'-13 8"

4"

4" PLATE 1

2" PLATE

2 PLC'S

THRU HOLE

2 plc's

2" PLATE

4" Dia. x

8" thick plate, typ 4 plc's.

1/8 typ

1/4 1/4 typ

1/4 typ 1

2" END PLATE

5"

2" plate

LIFTING BEAM FRONT VIEW

SCALE: 1

2" = 1'-0

EXTENSION ARM

SCALE: 3" = 1'-0

(see DDF-9-3-4_8 for fabrication details)

2" PLATE

1/4 1/4 typ

SHEAVE

SCALE: 3" = 1'-0

SECT. GG

SCALE: 3" = 1'-0

4" Dia.

2" Rad.

1' -2

" D ia

1 4"

P .D

31 4" D ia

4"

8"

Sheave Bushing (see detail)

4"

SHEAVE BUSHING

SCALE: 6" = 1'-0

6" 8"

4" WIDE x

2" DEEP SLOT

LIFTING LUG

SCALE: 6" = 1'-0

2" DIA. STEEL ROD

5"

CHAMFER 45° ALL

AROUND, BOTH ENDS

8"

21 2" D ia

VIEW MM

SCALE: 6" = 1'-0

PLAN VIEW

SCALE: 3" = 1'-0

15'-0"'

11 2"

1"

4"

4"

3 4"

11 4"

7 8"

1 16

" 3 8"

4"

2"

3 4" 3"41 2"

LIFTING LUG

SEE DETAIL

2 PLC'S 21

4"

8" DIA. THRU HOLES

4"

1 4"

4" GREASE HOLE, DRILL

AND TAP FOR ZERK

FITTING

SHEAVE PIN

SCALE: 6" = 1'-0

4" RAD.

4"

2" 1 2"

2" 14'-7 41

2" 23 4"

4" DIA.

4" DIA.

2"

6"

16"

4" DIA. GREASE HOLE

8" CHAMFER

BOTH ENDS, 45°

2"

3/16 3/16