SCALE: 1" = 200'-0" ON 22" x 34"1

1SITE PLAN

WILLAMETTE FALLSFISHWAY TRASHRACK INTAKE REPAIR

4800 MILL ST.WEST LINN OR 97000

SCALE: NTS1

ALOCATION MAP

SCALE: NTS1

BVICINITY MAP

RE

V.

DA

TE

DE

SC

RIP

TIO

N

INDEX OF DRAWINGS

SHEET TITLE

1. TITLE, SITE PLAN, LOCATION AND VICINITY MAP

2. FISHWAY EXISTING TRASHRACK ELEVATION

3. FISHWAY EXSITING PLAN

4. FISHWAY EXISTING TRASHRACK ELEVATION

5. FISHWAY NEW TRASHRACK BEAM DETAILS

6. SEA LION EXCLUSION GRATE

WEST LINN

CITY HALL

WEST LINN

WE

ST

LIN

N

GR

IN

DE

R

T.W. SULLIVAN

PLANT (PGE)

I 205

CANAL & LOCKS

WEST LINN PAPER MILL

WILLAMETTE RIVER

S

M

U

R

F

IT

M

ILL

HW

Y 9

9

SMURFIT INTAKES

SMURFIT POWER HOUSE

WILLAMETTE FALLS

FISHWAY EXIT STURTURE

FISHWAY #2

FISHWAY #3

CUL DE SUC BRIDGE

FISHWAY #1

CANAL ENTRANCE

WE

ST

LIN

N

GR

IN

DE

R

SITE LOCATION

FOREBAY

205

43

99E

PROJECT

LOCATION

PROJECT

LOCATION

P

R

E

L

I

M

I

N

A

R

Y

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

RE

V.

DA

TE

DE

SC

RIP

TIO

N

SCALE: 1" = 40'-0" ON 22" x 34"2

1ENLARGED SITE PLAN

FISH LADDER

ENTRANCE #3

TYPE C INTAKE

TRASHRACKS

TYPE B INTAKE

TRASHRACKS

TYPE A INTAKE

TRASHRACKS &

FISH LADDERS

EXIT

WILLAMETTE

RIVER

FORBAY

WILLAMETTE

RIVER

WILLAMETTE

FALLS

WEST LINN

PAPERMILL

T

.

W

.

S

U

L

L

I

V

A

N

P

O

W

E

R

P

L

A

N

T

(

P

G

E

)

CUL DE SAC

WEST LINN

PAPERMILL

CREST OF DAM

FISH LADDER

ENTRANCE #2

FISH LADDER

ENTRANCE #1

P

R

E

L

I

M

I

N

A

R

Y

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

1

1

'-7

"

1

'-6

"

1

6

'-3

"

T

Y

P

E

A

1

2

'-6

"

T

Y

P

E

B

1

2

'-6

"

T

Y

P

E

B

1

4

'-1

1

"

T

Y

P

E

C

1

4

'-1

1

"

T

Y

P

E

C

8

0

'-1

"

1

'-6

"

1

'-6

"

1

'-6

"

1

'-6

"

1

'-6

"

RE

V.

DA

TE

DE

SC

RIP

TIO

N

SCALE:

1

4

" = 1'-0" ON 22" x 34"

1

1PLAN VIEW

TRASH RACKS, TYP

BARS NOT SHOWN

FOR CLARITY

P

R

E

L

I

M

I

N

A

R

Y

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

RE

V.

DA

TE

DE

SC

RIP

TIO

N

SCALE:

1

2

" = 1'-0" ON 22" x 34"

1

1TYPE A TRASHRACK

SCALE:

1

2

" = 1'-0" ON 22" x 34"

1

1TYPE B TRASHRACK

SCALE:

1

2

" = 1'-0" ON 22" x 34"

1

1TYPE C TRASHRACK

6'

6'

6'

12'-6

1

2

"

3'-0

1

8

" 3'-0

1

8

" 3'-0

1

8

" 3'-0

1

8

"

1

1

2

"

1" 1"

1

1

2

"

1"

1'-6"1'-6"

2'-9

3

8

"3'-0

1

8

" 2'-9

3

8

"3'-0

1

8

"2'-9

3

8

"

1

5

16

"1

5

16

"

1" 1" 1" 1"

14'-11" 1'-6"1'-6"16'-3"

NOTE:

GAPS ADD TO SHOW INDIVIDUAL TRASHRACK

BARS EMITTED FOR CLARITY

4'-6"

3'-4

1

4

" 3'-4

1

4

"

4'-6"

1

3

4

"

1"

1

3

4

"

1"1"

1'-6"

NEW HSS

12x6x

3

8

TYP.

EXISTING

CONNECTION

PLATE (TYP.

FOR TYPE B &

C RACKS)

NEW HSS

12x6x

3

8

TYP.

EXISTING

CONNECTION

PLATE (TYP.

FOR TYPE A

RACKS)

EXISTING SS

TRASHRACK

BAR OMITTED

FOR CLARITY

P

R

E

L

I

M

I

N

A

R

Y

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

RE

V.

DA

TE

DE

SC

RIP

TIO

N

25'-5

1

2

"

6'

6'

6'

SCALE:

1

4

" = 1'-0" ON 22" x 34"

5

1SECTION TYPE B & C

EXISTING 12 WF 53

UHMW BLOCK THICKNESS VARIES

6"x10"x

3

8

" SS PLATE. USE (4)

1

2

"Ø SS

BOLTS. PLACE 1

1

2

" FROM EDGE

HSS 12x6x

3

8

TUBE EXISTING SS TRASHRACK

EXISTING SS 6x3

1

2

x

3

8

PLATE

PROVIDE TAPPED HOLE AS

REQ'D TO MATCH EXISTING

PLATE . PROVIDE

1

2

" SS

ALLTHREAD WITH LOCK

NUTS

L4x4x

3

8

SS PROVIDED

LONG SLOTTED NOTES

ON LEG NEXT TO TUBE

TYP

±4

1

2

" LO

W

E

R

B

E

A

M

±3

7

8

" B

O

TH

E

R

B

E

A

M

S

14 K

IP

S

14 K

IP

S

HSS 12X6X

3

8

TUBE

L4X4X

3

8

SS PROVIDED LONG SLOTTED

NOTES ON LEG NEXT TO TUBE

1'

1

1

2

"

1

1

2

"

2"

2"

4"

4"

EXISTING SS TRASHRACK

SCALE:

1

4

" = 1'-0" ON 22" x 34"

5

2SECTION TYPE A

SCALE:

1

1

2

" = 1'-0" ON 22" x 34"

5

4BEAM SUPPORT - TYPE 2

SCALE:

1

1

2

" = 1'-0" ON 22" x 34"

5

3BEAM SUPPORT - TYPE 2

SCALE:

3

4

" = 1'-0" ON 22" x 34"

5

5TOP VIEW OF TYP CONNECTION

SCALE:

3

4

" = 1'-0" ON 22" x 34"

5

6TOP VIEW OF TYP CONNECTION

SCALE: 3" = 1'-0" ON 22" x 34"5

7ANGLE DETAIL

2

1

2

"

2"

1

1

2

"

1

1

2

"

EXISTING CONCRETE WALL

EXISTING 12WF53

UHMW BLOCK

NEW HSS 12x6x3/8

EXISTING CONCRETE WALL

EXISTING 12WF53

UHMW BLOCK

NEW HSS 12x6x3/8

P

R

E

L

I

M

I

N

A

R

Y

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

RE

V.

DA

TE

DE

SC

RIP

TIO

N

1" SS GRADE 316 SHACKLE

WLL# 14000 LBS

7'-7

3

4

"

7'-6

"

15

'7

'

6"

4

1

2

"

1

1

4

"x5" ROUND RING SS GRADE GRADE 316

1'-10"

1

2

"

1'-10

1

2

"

5"

7

1

2

" 9

1

2

"

6"

9"

3

1

2

"

EQ

EQ

1

1

2

"

1'-4

1

2

"

1'-3" 1'-3" 1'-3"

1'-4

1

2

"

4

1

2

"

4"

7

1

2

"

PROVIDE

1

2

" SS GRADE

316 MINIMUM OR

LARGER TO FIT

SHACKLE

1" SS GRADE 316 SHACKLE

WLL# 14000 LBS

1" SS GRADE 316

SHACKLE WLL#

14000 LBS

6"x12"x

5

8

" SS PLATE WITH

3

4

" CHAMFER

ON CORNER PROVIDE 1"Ø HOLE IN THE

CENTER OF PLATE.

1"Ø DRAINHOLE

4

1

2

STD SS PIPE

ID = 4.506

T = .247"

TYPICAL FRAME AND

INTERMEDIATE MEMBER

TYP

1" SCH 40 SS PIPE

T = .133

TYPICAL BARRIER MEMEBER

TYP

SCALE:

3

4

" = 1'-0" ON 22" x 34"

6

1SEA LION EXCLUSION GRATE - ENTRANCE #3

1"

SCALE:

3

4

" = 1'-0" ON 22" x 34"

6

2BARRIER DOG PLAN

SCALE:

3

4

" = 1'-0" ON 22" x 34"

6

3BARRIER DOG ELEVATION

1

2

"x6"x9" SS PLATE

4

1

2

"4

1

2

"

1"Ø HOLES TYP

3

1

2

" SVH 4O SS PIPE

T = .226

NOTES:

EXCLUSION GRATE

1. ALL PARTS TO BE STAINLESS STEEL UNLESS

OTHERWISE NOTED.

2. WELDING OF STAINLESS SHALL BE DONE BY A

CERTIFIED WELDER.

3. APPROXIMATE WEIGHT IS 850 LBS ( NOT INCLUDING

CHAIN AND CONNECTION)

BARRIER DOG

1. 4 DOG REQ'D

P

R

E

L

I

M

I

N

A

R

Y

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N