STRUCTURES_AMDT 0002.pdf

M .D

.H

S T

A

.4

S T

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.8

S T

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S T

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S T

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.6

S T

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.6

S T

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S T

A

.3

71'-0" 19'-6"

DIFFUSION CHAMBER

EXISTING AWS

STA 0+19.00

BEGIN 10% GRADE

10'-0" (TYP)

WEIR #1, IE. 639.82'

TURN #1, IE. 639.02'

TURN #2, IE. 652.52'

TURN #3, IE. 660.66'

IE. 663.99' @ STA 3+47.83

OF APPROACH POOL AND 1% GRADE,

END OF 10% GRADE, BEGINNING

IE. 664.23' @ STA 3+72.40

END OF FISH LADDER,

S T

A

.4

WEIR #31, IE. 669.82' S

T

A

.3

R14'-6" (TYP)

R22'-6" (TYP)

S T

A

.0

S T

A

.0

SUPPORT FRAMING

GRATING AND

NEW DIFFUSION PIT

VAULT #1

(SEE SHEET SK103)

CONCRETE PILES

FOR CLARITY)

(LID NOT SHOWN

SHEET SK301

VAULT #1, SEE

CLARITY)

TURNED OFF FOR

FEATURES ARE

ST SERIES (SOME

CROSSING, SEE

FOR FISH LADDER

(LID NOT SHOWN FOR CLARITY)

VAULT #2, SEE SHEET SK302

C/E JT

1'-0"

H E

N

IN

G E

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P E

F

IS

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D E

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IN

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IS

T R

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PORTLAND DISTRICT

A D

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F A

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IL

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A D

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.d g n

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IE

W

S

SK101

M A

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P .E

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H

E L

M I

/1

/2

C/E JT

C/E JT

C/E JT

C/E JT

C/E JT

C/E JT

C/E JT

C/E JT (TYP)

(SEE SP SERIES)

THRUST BLOCKS

ST SERIES SHEETS)

CROSSING (SEE

FOR FISH LADDER

S T

A

.0

S T

A

.6

S T

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.6

"4

3'-

(PARTIALLY SHOWN)

PRESORT POOL

"32

6'-11

"16

18'-

"16

1'-11 U.N.O.

10'-0" (TYP)

WEIR #20, IE. 658.82'

WEIR #27, IE. 665.82'

WEIR #28, IE. 666.82'

"4

3'-

WEIR #19, IE. 657.82'

"32

6'-11 "16

8'- "16

1'-11

WEIR #6, IE. 644.82'

"32

1'-7

"32

8'-4

BEGIN 10% GRADE

DETAILS)

(SEE SHEET SK503 FOR

LARGE DIFFUSER OPENING

FOR DETAILS)

(SEE SHEET SK503

OPENING (TYP)

SMALL DIFFUSER

THRUST BLOCK

INTEGRATED

"32

131'-7

"32

8'-4

REF. SL201 SIM

CONTRACTOR (TYP)

PLATFORMS DEISGNED BY

WALKWAY, STAIRS, AND

(PARTIALLY SHOWN)

PRESORT POOL

THE EXISTING LADDER)

FOLLOWING THE BOTTOM OF

AND HAS BEEN APPROXIMATED

UNKNOWN AT THIS LOCATION

TO SOLID ROCK (T/ROCK IS

MASS CONCRETE TO EXTEND

THE EXISTING LADDER)

FOLLOWING THE BOTTOM OF

AND HAS BEEN APPROXIMATED

UNKNOWN AT THIS LOCATION

TO SOLID ROCK (T/ROCK IS

MASS CONCRETE TO EXTEND

SURFACE REQUIREMENTS.

SURFACE TO MEET FISH CONTACT

DEPTH AT SLAB NOSE. CONCRETE

TOP OF ROCK. MIN. 4" SLAB

FROM TOP OF FLOOR SLAB TO

ENSURE SMOOTH TRANSITION

SLAB NOSE

ON ALL SIDES EXCEPT

INTO EXISTING CONCRETE

DOWELS TO MATCH REINF.

CENTERED DRILL & EPOXY

#5s @ 12" O.C. EA. WAY

6" CONCRETE SLAB WITH

WEIR #7, IE. 645.82'

SHEETS)

(SEE SP SERIES

THRUST BLOCK

S T

A

.3

IE. 664.28

CIVIL DRAWINGS)

APPROXIMATION PER

ROCK (T/ROCK

EXTEND TO SOLID

FOUNDATION TO

D E

C

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

D T

AWS DIFFUSION CHAMBERS (SEE SHEET SK102)

DRAWING PLOT SIZE: $BORDER$

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IDENTIFICATION

SHEET

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R of Engineers

US Army Corps

BORDER VERSION UPDATE [12-2015]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D

A T

E

M A

T C

H L

IN

E

TURN #3

M A

T C

H L

IN

E

TURN #2

5' 0 5' 10'

"= 1'-0"8

1SCALE:

STRUCTURE

EXISTING CONCRETE

M A

T C

H L

IN

E

M A

T C

H L

IN

E

TURN #1

S T

A

.0

EL. 633.82' (NAVD 88)

EL. 663.82' (NAVD 88)

3. FOR REINFORCEMENT DETAIL, SEE SHT SK706.

2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.

1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.

NOTES:

EL. 660.00' (AS-BUILTS)

EL. 630.00' (AS-BUILTS)

HEEL

FLOW

FLOW

FLO

W

NOTE: SECTION CUT THRU CENTERLINE OF FISH LADDER

NOTE: SECTION CUT THRU CENTERLINE OF FISH LADDER

A

SCALE: 1/8" = 1'-0"

AWS AND FISH LADDER ELEVATION VIEW

B

SCALE: 1/8" = 1'-0"

AWS AND FISH LADDER ELEVATION VIEW

B

E G

IN

G

R A

D E

E N

D

G

R A

D E

S T

A R

T O

F P

R E S

O R

T P

O O

L

(E N

D O

F F

IS

H L

A D

D E

R

NOTE: STATIONING IS ON THE CENTERLINE OF THE FISH LADDER

B E

G

IN

G R

A D

E

SCALE: 1/8" = 1'-0"

AWS AND FISH LADDER PLAN VIEW

SK502

B

SK502

A

B

A

SK502

C

4'-0" (TYP)

(TYP)

COUNTERFORT

C/E JT

AWS CHAMBER WALLS

WEIRS INLINE WITH

C/E JT

(TYP)

CONC. WEIR

8'-0" (TYP) (TYP)

DIFFUSER BEAMS

(TYP)

BLOCK

BAFFLE

17'-0"

12'-6"7'-0"

12"0 5'

"= 1'-0"4

1SCALE:

5' 0 5' 10'

"= 1'-0"8

1SCALE:

10'-1"8'-11"21'-0" 25'-6"10'-0"10'-0"

(TYP)

COUNTERFORT

1'-6"

1'-6"

6'-0"

(TYP)

CURB

(T

Y P

11'-0"2'-0"8'-0"7'-11"2'-0"7'-7"7'-6"2'-0"9'-0"

2'-0"R

1'-0"R

9'-6"

3'-0"

2'-0"

BEGIN 10% GRADE

21'-0"19'-0"20'-0"25'-6" 19'-6"

6'-0"

2'-0" (TYP)

1'-0"

1'-0"

8'-0"

PIER

NEW CONCRETE

CORNER RADIUS

NEW 1'-6" CONC.

C/E JT

C/E JT

(SEE SP SERIES SHEETS)

THRUST BLOCK

(SEE SP SERIES SHEETS)

THRUST BLOCK

C/E JT

EL. 649.02' EL.648.79'

EL.647.82'EL. 648.33' EL.647.82'

C/E JTC/E JT

C/E JT

C/E JT

CURB (TYP)

GRAVITY WALL

CONCRETE

(T

Y P

(SEE SHEET SK301)

VAULT #1

SHOWN FOR CLARITY)

(THRUST BLOCK NOT

DIFFUSION CHAMBER

OPENING FOR EXISTING AWS

WATER SUPPLY PIPE

C/E JT

"4 31'-

"4

8'-6"

1'-0"

1'-0" R

1'-0"

17'-6"40'-0"31'-0"

M

IN

(T Y

P U

N O

M

IN

19'-6"

APPROACH

6'-0"

SEAL PLATES

(SEE SHEET SK302)

VAULT #2

M

IN

(SEE SP SERIES SHEETS)

THRUST BLOCKS

(SEE SP SERIES SHEETS)

THRUST BLOCKS

RETURN WALL

(SEE SP SERIES SHEETS)

INTEGRATED THRUST BLOCK

INTEGRATED THRUST BLOCK

10'-0"10'-0"10'-0"9'-0"8'-0"

(SEE NOTE #3)

(TYP, UNO)

S T

A

.0

S T

A

.0

SUMP PIT

C/E JT

EL. 664.57'

CLEARANCE FOR LADDER RAILING

PROVIDED TO ALLOW PROPER

LID SLAB AND CURB EXTENSION

T/SLAB TO MATCH TOP OF CHAMBER

INTO ADJACENT CONCRETE WALLS.

EA. WAY CENTERED DOWEL REINF.

4" SLAB ON GRADE WITH #4s @ 12" OC

SUPPORT 100PSF LIVE LOAD

WITH TOP OF CONCRETE AND CAN

ENSURE TOP OF HATCH IS FLUSH

TO BE DESIGNED BY CONTRACTOR.

ACCESS HATCH AND LADDER BELOW

EXISTING AWS DIFFUSION CHAMBER (BEYOND)

WATER SUPPLY PIPE OPENING FOR

(NOT SHOWN-BEYOND)

SLOPE TRANSITION

STA 0+71.00

(SEE SK103 AND SK709 SHEETS)

CONCRETE PILES

(SEE SK103 AND SK709 SHEETS)

CONCRETE PILES

CORNER RADIUS

1'-6" CONCRETE

MONOLITH (BEYOND)

EXISTING CONCRETE

CIVIL DRAWINGS)

APPROXIMATION PER

ROCK (T/ROCK

EXTEND TO SOLID

FOUNDATION TO

CIVIL DRAWINGS)

APPROXIMATION PER

ROCK (T/ROCK

EXTEND TO SOLID

FOUNDATION TO

(TYP)

3'-6" MIN

EL. 635.92'

EL. 633.82'

EL. 637.92'

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IDENTIFICATION

SHEET

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R of Engineers

US Army Corps

/2

/2

U .S

A R

M Y C

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P S O

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IN

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A M A

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A N

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SK102

M A

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H A

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IN

E

CHAMBER #1

CHAMBER #6 CHAMBER #5 CHAMBER #4 CHAMBER #3

CHAMBER #2

HEEL

FISH LADDER

S T

A

.0

S T

A

.0

S T

A

.0

SCALE: 1/4" = 1'-0"

AWS PLAN VIEW

MIDDLE FORK WILLAMETTE RIVER

EXTERIOR FISH LADDER WALL

S T

A

.0

AWS CHAMBER WALL

LADDER WALL

EXTERIOR FISH

S T

A

.0

A

SCALE: 1/8" = 1'-0"

SECTION

EL. 633.82'

EL. 663.82'

S T

A

.0

B

SCALE: 1/8" = 1'-0"

SECTION

S T

A

.0

B E

G

IN

F

IS

H L

A D

D E

R

A

B

SK201

C

M

W

IL

H E

L M I

SK201

F

SK201

E

H E

N

IN

G E

R P

E

F

IS

H L

A D

D E

R A

W S D

IF

F U

S

IO

N C

H A

M B

E R

NOTE: NOT ALL FEATURES SHOWN FOR CLARITY.

HEEL

SCALE: 1/4" = 1'-0"

DETAIL

NOTE: NOT ALL FEATURES SHOWN FOR CLARITY.

/1

/2

SK201

D

STA 0+81.33

S T

A

.3

SUPPORT FRAMING

NEW GRATING AND

DIFFUSION CHAMBER WITH

EXISTING AWS

3. SEE MECHANICAL MJ SERIES SHEETS FOR PIPE CONNECTION DETAILS.

2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.

1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.

NOTES:

W

N

R

VAULT #2

(LID NOT SHOWN FOR CLARITY)

F

IS

H L

A D

D E

R E

N T

R A

N C

E

MONOLITH

EXISTING CONCRETE

(S E

E S

H E

E T S

K

V A

U L T

EL. 663.82'

EL. 633.57'

B E

G

IN

G

R A

D E

B E

G

IN

G

R A

D E

B E

G

IN

G

R A

D E

S L

O P

E T

R A

N S

IT

IO

N

EL. 637.07'

C

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

SK302

PORTLAND DISTRICT

(TYP)

COUNTERFORT

C/E JT

AWS CHAMBER WALLS

WEIRS INLINE WITH

(TYP)

CONC. WEIR

EXISTING AWS DIFFUSION CHAMBER

NEW WATER SUPPLY PIPE OPENING FOR

17'-0"

12'-6"7'-0"

12"0 5'

"= 1'-0"4

1SCALE:

RADIUS

CORNER

CONC.

NEW 1'-6"

8'-0"

CONCRETE PILE

MIN. EMBEDMENT

1'-0"

C/E JT

C/E JT

(SEE SP SERIES)

THRUST BLOCK

12'-0" 7'-0" 5'-0"

FOR CLARITY)

(LID NOT SHOWN

VAULT #2

SUMP

(SEE SP SERIES)

THRUST BLOCK

6'-0"

5'-0"

BEGIN 10% SLOPE

12'-0"

(SEE SP SERIES)

THRUST BLOCK

C/E JT

10'-0" 5'-0" 6'-0" 14'-0" 14'-0" 6'-0"

"16

7'-7

D

C

A

B

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IDENTIFICATION

SHEET

1 2 3 4 5 6

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R of Engineers

US Army Corps

/2

/2

CHAMBER #1CHAMBER #6 CHAMBER #5 CHAMBER #4 CHAMBER #3 CHAMBER #2

HEEL

FISH LADDER

S T

A

.0

S T

A

.0

S T

A

.0

B E

G

IN

F

IS

H L

A D

D E

R

MIDDLE FORK WILLAMETTE RIVER

EXTERIOR FISH LADDER WALL

HEEL

NOTE: NOT ALL FEATURES SHOWN FOR CLARITY

STA 0+81.33

S T

A

.3

SUPPORT FRAMING

NEW GRATING AND

DIFFUSION CHAMBER WITH

EXISTING AWS

SCALE: 1/4" = 1'-0"

AWS PILE LOCATIONS

VAULT #1

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

IC

T A

D U

L T F

IS

H F

A C

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P G

R A

D E

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X T

E R D

A M A

N D R

E S

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V O

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SK103

M A

T T

H E

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H A

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IS

P .E

H E

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IN

G E

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F

IS

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W S D

IF

F U

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H A

M B

E R

/1

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W

N

R

A W

S P

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A T

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N S P

L A

N

ENTRANCE

FISH LADDER

MONOLITH

EXISTING CONCRETE

N

B E

E

MB

E G

IN

S

L O

P E

BLOCK (SEE SP SERIES)

INTEGRATED THRUST

C

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

M .D .H

4. SEE SHEET SK709 FOR PILE DETAILING.

3. SEE MECHANICAL MJ SERIES SHEETS FOR PIPE CONNECTION DETAILS.

2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.

1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.

NOTES:

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

P O

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L A

N D

O

R E

G O

N

P O

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L A

N D

D

IS

T R

IC

U

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F

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H F

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D A

M A

N D

R E

S E

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SK201

M A

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D

IF

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N C

H A

M B

E R

8'-0"2'-0"8'-0"2'-0"17'-0"2'-0"19'-6" 1'-0"

1'-0"

40'-0" 31'-0"

STEEL ANGLE (TYP)

RECESS FOR IMBEDDED

7'-2"

1'-0" 8"

7'-2"

1'-0" (TYP)

1'-0" (TYP)

C/E JT

C/E JT

6'-0" (TYP)

BEAM (TYP)

DIFFUSER

12" X 12"

T Y

P

(TYP)

& 3/SK702-2

CURB PER CS501

1'-6"

EL. VARIES

1'-0"

OPENING

DIFFUSER

EL. VARIES

BEAM (TYP)

DIFFUSER

12" X 12"

(TYP)

& 3/SK702-2

CURB PER CS501

BLOCK

BAFFLE

OPENING

DIFFUSER

(TYP)

& 3/SK702-2

CURB PER CS501

N B

E E

M H

E N

IN

G

E R

P

E

F

IS

H L

A D

D E

R

A W

S D

IF

F

U S

IO

N

C H

A M

B E

R

T Y

P

T Y

P

/1

/2

W N

R

PIPE OPENING

SUPPLY

11'-0"

BLOCK

BAFFLE

PIPE OPENING E

L

E V

A T

IO

N

A N

D S

E C

T

IO

N S

WITH WALL

ALIGN PILE

1'-0"

C/E JT

2'-0"8'-0"8'-0"2'-0"8'-0" 1'-0"

1'-0"

12'-3"

"4

19'-114'-0"

"4

17'-11

T Y

P

1'-6" (TYP) 10'-0"

28'-6"11'-0"

6'-0"2'-0"

1'-0"

V A

R

IE

S

SLOPING UP

EL. VARIES

15'-9"

4'-0"

(T Y

P

M

IN

(T Y

P

M

IN

(T Y

P

M

IN

CIVIL DRAWINGS)

APPROXIMATION PER

ROCK (T/ROCK

EXTEND TO SOLID

FOUNDATION TO

(SLOPING UP)

THRUST BLOCK

INTEGRATED

(SEE SK103 SHEET)

CONCRETE PILES

CIVIL DRAWINGS)

APPROXIMATION PER

ROCK (T/ROCK

EXTEND TO SOLID

FOUNDATION TO

WALL

CONCRETE

EXISTING

(SEE SK103 SHEET)

CONCRETE PILES

SHEETS)

(SEE SP SERIES

THRUST BLOCK

THRUST BLOCK

INTEGRATED

WALL

CONCRETE

EXISTING

CONC. GRAVITY WALL

(SEE SP SERIES SHEETS)

PIPE OPENING

CIVIL DRAWINGS)

APPROXIMATION PER

TO SOLID ROCK (T/ROCK

FOUNDATION TO EXTEND

4'-0"

D E

C

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

D T

DRAWING PLOT SIZE: $BORDER$

D

C

A

B

S O

L

IC

IT

A

T

IO

N N

O

F

IL

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A M

E

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C K

D B

Y

D E

S

IG

N E

D B

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D A

T E

F

IL

E N

U M

B E

R

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

E

C O

N T

R A

C T

N O

IDENTIFICATION

SHEET

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [12-2015]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D

A T

E

CHAMBER #6CHAMBER #5CHAMBER #4CHAMBER #3CHAMBER #2

(TYP)

OPENING

DIFFUSER

S T

A

.0

EL. 638.82'

*APPROX.

EL. 635.50'

EL. 635.82'

EL. 636.82'

EL. 637.82'

EL. 634.82'

EL. 633.82'

EL. 663.82'

EL. 663.82'

LADDER

FISH

CHAMBER #1

CHAMBER #1

EL. 663.82'

LADDER

FISH

CHAMBER #4

WALL

COUNTERFORT

TYPICAL SMALL CHAMBER

EL. 640.07'

FISH LADDER

EL. 633.82'

EL. 647.82'

EL. 639.07'

L A

D D

E R

W A

L L

E X

T E

R

IO

R F

IS

H

12"0 5'

"= 1'-0"4

1SCALE:

12" 0

"= 1'-0"2

1SCALE:

1' 2' 3' 4'

L A

D D

E R

B E

G

IN

F

IS

H

S T

A

.0

2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.

AND ABBREVIATIONS.

1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS

NOTES:

EL. 633.82'

O T

H E

R E

N D

S L

O P

IN

G

W

IT

H

R E

T U

R N

W A

L L

EL. 655.04'

DIFFUSION CHAMBER

EXISTING AWS

EL. 636.82'

S L

O P

IN

G

U P

1 1

SK102

C

SCALE: 1/4" = 1'-0"

SECTION

SK102

E

SCALE: 1/4" = 1'-0"

SECTION SK102

F

SCALE: 1/4" = 1'-0"

SECTION

SK102

D

SCALE: 1/4" = 1'-0"

SECTION

SK503

B

SK503

B

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

P O

R T

L A

N D

O

R E

G O

N

P O

R T

L A

N D

D

IS

T R

IC

U

L T

F

IS

H F

A C

IL

IT

Y U

P G

R A

X T

E R

D A

M A

N D

R E

S E

R V

O

IR

D X

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.1

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.d g n

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SK301

M A

T T

H E

W D

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A N

S E

N

P .E

:1

C A

R L

M H

A R

R

IS

P

.E

H E

N

IN

G E

R

P E

F

IS

H L

A D

D E

R

A W

S D

IF

F

U S

IO

N

C H

A M

B E

R

/1

/2

N B

E E

M

A N

D S

E C

T

IO

N S

W N

R

FROM THE CL OF JOINT

10'-6"

SLAB

DIFFUSION CHAMBER

CURB

2'-0" (TYP)

CLR OPENING

8'-0"

10'-6"

CLR. OPENING

8'-0"

WALL TO WALL

12'-0"

CURB

SLAB

DIFFUSION CHAMBER

V A

U L

T

P L

A N

IS

O M

E T

R

IC

CLARITY)

(NOT SHOWN FOR

CONCRETE COVER

18" PRECAST

WALL TO WALL

12'-0"

FOUNDATION

14'-0"

VAULT LID

9'-0"

CONCRETE COVER

18" PRECAST

CONCRETE COVER

18" PRECAST

F O

U N

D A

T

IO

N

W A

L L T

O W

A L L

V A

U L T L

ID

C L

R O

P E

N

IN

G

OF PIPE

WITH THE DIRECTION

VAULT TO ALIGN

(SEE SK103 SHEET)

CONCRETE PILES

INTEGRATED THRUST BLOCK

EXISTING CONCRETE WALL

(SEE SK SERIES SHEETS)

CONCRETE GRAVITY WALL

(SEE SK SERIES SHEETS)

CONCRETE GRAVITY WALL

(SEE SK103 SHEET)

CONCRETE PILES

INTEGRATED THRUST BLOCK

9'-0" VAULT LID

(SEE SP SERIES SHEETS)

THRUST BLOCKS

(SEE SP SERIES SHEETS)

THRUST BLOCK

SHEETS)

(SEE SP SERIES

THRUST BLOCK

JOINT

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

CONSTRUCTION

14'-0"

15'-6"

(SEE SK702-3 AND SK702-4 SHEETS)

CONCRETE GRAVITY WALL

(SEE SK702-3 AND SK702-4 SHEETS)

CONCRETE GRAVITY WALL

(SEE NOTE #3)

DESIGNED BY CONTRACTOR

LADDER ACCESS TO BE

(SEE NOTE #4)

DESIGNED BY CONTRACTOR

REMOVABLE RAIL TO BE

(SEE NOTE #4)

DESIGNED BY CONTRACTOR

REMOVABLE RAIL TO BE

D E

C

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

D T

DRAWING PLOT SIZE: $BORDER$

D

C

A

B

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

E

C O

N T

R A

C T

N O

IDENTIFICATION

SHEET

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [12-2015]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D

A T

E

EL. 663.82'

12"0 5'

"= 1'-0"4

1SCALE:

S T

A

.0

DIFFUSION CHAMBER

EXISTING AWS

VAULT #1

NOTE: CONCRETE PILES AND THRUST BLOCKS NOT SHOWN

EL. 663.82'

NOTE: THRUST BLOCK NOT SHOWN

TO BE DESIGNED BY CONTRACTOR.

GROUNDING TABS AS REQUIRED TO GROUND ALL RAILING SECTIONS.

4. ALL REMOVABLE RAIL INSERTS MUST HAVE DRAINAGE AND

LOCATIONS.

THE WALL. REFER TO ELECTRICAL DRAWINGS FOR CONDUIT

ELECTRICAL CONDUIT WILL BE RUNNING BETWEEN THE LADDER AND

PER SPECIFICATIONS. PARTICULAR CAUTION MUST BE TAKEN WHERE

3. CONTRACTOR TO ENSURE ALL LADDERS HAVE PROPER CLEARANCES

2. SEE SHEET S-001 FOR STRUCTURAL NOTES.

SYMBOLS, AND ABBREVIATIONS.

1. SEE SHEET G-001 FOR GENERAL NOTES,

NOTES:

A

" = 1'-0"4

1SCALE:

SECTION

N.T.S.

VAULT #1- ISOMETRIC

A

" = 1'-0"4

1SCALE:

VAULT #1

B

B

" = 1'-0"4

1SCALE:

SECTION

25'-6"

CURB

LADDER SIDE)

(ALONG FISH

STA. 1+06.33

7'-6"

2'-0"

13'-0"

'-1

1"

1' -6

8' -0

85'-6"

S

TA

+8

1.

S

TA

+0

6.

60'-0"

O P

E N

IN

G

PLATFORM UPPER AND LOWER LEVEL)

PIPE OPENING (TYP FOR

PIPE OPENING

18" PRECAST CONCRETE COVER

CURB

25'-6"

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

2'-0" 1'-6"

2'-0"

(T

Y P

.S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

P O

R T

L A

N D

O

R E

G O

N

P O

R T

L A

N D

D

IS

T R

IC

T

PORTLAND DISTRICT

A D

U L

T F

IS

H

F A

C

IL

IT

Y

U P

G R

A D

E

D E

X T

E R

D A

M A

N D

R E

S E

R V

O

IR

D X

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.d g n

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SK302

M A

T T

H E

W D

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S E

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P .E

:1

C A

R L

M H

A R

R

IS

P

.E

H E

N

IN

G E

R

P E

F

IS

H L

A D

D E

R

A W

S D

IF

F

U S

IO

N

C H

A M

B E

R

W N

R

/1

/2

N B

E E

M

1'-6"

1'-6"

'-0

'-0

25'-6"

F

IX

E D D

E C

K

CONCRETE COVER

18" PRECAST

2'-6" X 3'-1" ACCESS OPENING

(T

Y P

M

IN

1'-6"

ACCESS LADDER

O P

E N

IN

G

ACCESS LADDER

1'-6"

" GAP (TYP)8

C/E JT

C/E JT

7'-6" 13'-0"

C/E JT

C/E JT

PIPE OPENING

(T Y

P

'-6

" M

IN

(T Y

P

'-6

" M

IN

(T Y

P

M

IN

S E

C T

IO

N

S V

A U

L T

P

L A

N

IS

O

M E

T R

IC

A

N D

SUMP PIT

3'-1"

CIVIL DRAWINGS)

APPROXIMATION PER

ROCK (T/ROCK

EXTEND TO SOLID

FOUNDATION TO

CIVIL DRAWINGS)

APPROXIMATION PER

ROCK (T/ROCK

EXTEND TO SOLID

FOUNDATION TO

(SEE SP SERIES SHEETS)

THRUST BLOCK

THRUST BLOCK

INTEGRATED

VAULT #2

(SEE SK103 SHEET)

CONCRETE PILES

THRUST BLOCK

INTEGRATED

VAULT #2

(SEE SK103 SHEET)

CONCRETE PILES

SHEETS)

(SEE SP SERIES

THRUST BLOCK

VAULT #2

CLARITY)

(NOT SHOWN FOR

CONCRETE COVER

18" PRECAST

AWS CHAMBER WALL

COUNTERFORT

(SEE SP SERIES SHEETS)

THRUST BLOCK

INTEGRATED THRUST BLOCK

INTEGRATED THRUST BLOCK

SK201 FOR DETAILS)

CURB (TYP - SEE

FOR CLARITY

GRATING NOT SHOWN

FOR CLARITY)

(NOT SHOWN HERE

FOR THRUST BLOCKS

SEE SHEET SP SERIES

ACCESS OPENING

C

R E

V

IS

E D

I N

A C

C O

R D

A N

C E

W

IT

H A

M D

T

DRAWING PLOT SIZE: $BORDER$

D

C

A

B

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

E

C O

N T

R A

C T

N O

IDENTIFICATION

SHEET

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [12-2015]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D

A T

E

EL. 663.82'

VAULT #2

WALL TO WALL

WALL TO WALL

S T

A .0

S

T A

R T O

F A

W S D

IF

F U

S

IO

N C

H A

M B

E R

CHAMBER #6

CHAMBER #5

TURN #1

EL. 647.50'

EL. 663.82'

EL. 637.07'

NOTE: PIPES NOT SHOWN FOR CLARITY

NOTE: PIPES NOT SHOWN FOR CLARITY

12"0 5'

"= 1'-0"4

1SCALE:

2. SEE SHEET S-001 FOR STRUCTURAL NOTES.

SYMBOLS, AND ABBREVIATIONS.

1. SEE SHEET G-001 FOR GENERAL NOTES,

NOTES:

IN

T E

R

IO

R C

L R O

P E

N

IN

G

CLARITY)

(NOT SHOWN FOR

CONCRETE COVER

18" PRECAST

S

T A

.0

S T

A

.5

EL. 649.46'

EL. 637.07'

A

" = 1'-0"4

1SCALE:

SECTION

B

" = 1'-0"4

1SCALE:

SECTION

A

B

SK102

" = 1'-0"4

1SCALE:

VAULT #2 - PLAN

SK303

C

N.T.S.

VAULT #2 - ISOMETRIC

SK303

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

P O

R T

L A

N D

O

R E

G O

N

P O

R T

L A

N D

D

IS

T R

IC

U

L T

F

IS

H F

A C

IL

IT

Y U

P G

R A

X T

E R

D A

M A

N D

R E

S E

R V

O

IR

D X

F

.1

S K

.d g n

A N

S I

F

SK303

M A

T T

H E

W D

H

A N

S E

N

P .E

:1

C A

R L

M H

A R

R

IS

P

.E

H E

N

IN

G E

R

P E

F

IS

H L

A D

D E

R

A W

S D

IF

F

U S

IO

N

C H

A M

B E

R

/1

/2

N B

E E

M

PIPE OPENING

W N

R

V A

U L

T

S E

C T

IO

N

S

19'-6"

(T Y

P

M

IN

4'-0"

18'-6"

1'-6" 5'-6"

1'-0"

1'-6"" GAP (TYP)8

CONCRETE COVER

18" PRECAST

(SEE SHEET SK103)

CONCRETE PILES

19'-6"

(SEE SHEET SK103)

CONCRETE PILES

1'-6"

1'-0"

1'-6"

DESIGNED BY CONTRACTOR

PLATFORM TO BE

DESIGNED BY CONTRACTOR

PLATFORM TO BE

(T Y

P

M

IN

" GAP (TYP)8

7'-0"

1 SHEET SK201)

CURB (TYP, SEE DET

11'-6"

11'-6"

4'-0"

4'-0"

CIVIL DRAWINGS)

APPROXIMATION PER

ROCK (T/ROCK

EXTEND TO SOLID

FOUNDATION TO

CIVIL DRAWINGS)

APPROXIMATION PER

ROCK (T/ROCK

EXTEND TO SOLID

FOUNDATION TO

(SEE NOTE #3)

DESIGNED BY CONTRACTOR

ACCESS LADDER TO BE

CONTRACTOR - SEE NOTE #4)

(TO BE DESIGNED BY

REMOVABLE GUARDRAIL

CONTRACTOR - SEE NOTE #4)

(TO BE DESIGNED BY

REMOVABLE GUARDRAIL

(SEE NOTE #3)

DESIGNED BY CONTRACTOR

ACCESS LADDER TO BE

D E

C

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

D T

DRAWING PLOT SIZE: $BORDER$

D

C

A

B

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

E

C O

N T

R A

C T

N O

IDENTIFICATION

SHEET

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [12-2015]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D

A T

E

12"0 5'

"= 1'-0"4

1SCALE:

EL. 637.07'

EL. 663.82'

EL. 647.50'

EL. 647.50'

EL. 637.07'

OUTLINE)

SK201 FOR CONCRETE

CHAMBER #6 (SEE DET D,

GROUND ALL RAILING SECTIONS. TO BE DESIGNED BY CONTRACTOR.

4. ALL REMOVABLE RAIL INSERTS MUST HAVE DRAINAGE AND GROUNDING TABS AS REQUIRED TO

LOCATIONS.

BETWEEN THE LADDER AND THE WALL. REFER TO ELECTRICAL DRAWINGS FOR CONDUIT

PARTICULAR CAUTION MUST BE TAKEN WHERE ELECTRICAL CONDUIT WILL BE RUNNING

3. CONTRACTOR TO ENSURE ALL LADDERS HAVE PROPER CLEARANCES PER SPECIFICATIONS.

2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.

1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.

NOTES:

SK302

C

" = 1'-0"4

1SCALE:

SECTION

SK302

D

" = 1'-0"4

1SCALE:

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

P O

R T

L A

N D

O

R E

G O

N

P O

R T

L A

N D

D

IS

T R

IC

/1

/2

U

L T

F

IS

H F

A C

IL

IT

Y U

P G

R A

D E

W N

R

X T

E R

D A

M A

N D

R E

S E

R V

O

IR

D X

F

.1

S K

.d g n

A N

S I

F

SK505

M A

T T

H E

W D

H

A N

S E

N

P .E

:1

F

IS

H L

A D

D E

R

A W

S D

IF

F

U S

IO

N

C H

A M

B E

R

H E

N

IN

G E

R ,P

E

EXIST. CONC. AND ROCK

'-0

'-0

'-0

STIFFENER TYP

" FB4

13" X

" TYP UNO4

1" X 2

1HSS 2" X 2

CHAMBER

DIFFUSION

EXIST. AWS

F L O

W V

A N

E I S

O M

E T

R

IC

S P

L A

N E

L E

V A

T

IO

N

SEE SK102 FOR DETAILS

FISH LADDER WALL.

NEW CONC. EXTERIOR

W O

R K

L

IN

E

T

O

WORK LINE

4'-0" TO

W O

R K

L

IN

E

T

O

WALL

EXTERIOR FISH LADDER

OUTLINE OF NEW CONC.

J

L

IN

D

NEW FLOW VANE

" STIFFENERS TYP.4

13 X

WELDED

" INTERIOR SKIN PL.4

3.000x0.250

HSS

HSS 3.000x0.250

HSS 3.000x0.250

BASE

" PL.2

1" X2

TOP

" PL.2

1" X 2

TOP

" PL.2

1" X 2

BASE

" PL.2

1" X 2

OF LIFTING LUG

APPROX. LOCATION

OF LIFTING LUG

APPROX. LOCATION

HSS 3.000x0.250

HSS 3.000x0.250

" TYP.4

1" X 2

1" X 22

1HSS 2

SUPPORT ARMS

2" CLR

SLOT

SCREEN GATE

NEW OCCLUSION

WORK LINE

HSS 3.000x0.250

" TYP UNO4

1" X 2

1" X 22

1HSS 2

" TYP.4

1" X 2

1" X 22

1HSS 2

SUPPORT ARMS

" TYP.4

1" X 2

1" X 22

1HSS 2

SUPPORT ARMS

(BELOW)

DIFFUSER CHAMBER

EXIST. AWS FLOOR

AND SUPPORT

CHAMBER GRATING

NEW DIFFUSION

SK505-2

SK505-1

APPROX. SIZE

NEW VERTICAL GATE SLOT,

SLOT

NEW BULKHEAD

NOTE 5

SEE NOTE 4 AND

DIFFUSER BOLT,

" � FLOOR4

3(2)

SEE NOTE 5

ANCHOR TYP. UNO.

" � UNDERCUT2

1(12)

SCREWS. SEE NOTE 5.

FASTENED WITH

" EXTERIOR SKIN PL.4

K E

N M

C

A R

A B

B A

C A

N P

.E

EL. 633.82

ENTRANCE

FISH LADDER

C

R E

V

IS

E D

I N

A C

C O

R D

A N

C E

W

IT

H A

M D

T

DRAWING PLOT SIZE: $BORDER$

D

C

A

B

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

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IDENTIFICATION

SHEET

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R of Engineers US Army Corps

BORDER VERSION UPDATE [12-2015]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D

A T

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12" 0 "= 1'-0"2

1SCALE:

1' 2' 3' 4'

S T

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.0

NOTE: NOT ALL FEATURES SHOWN FOR CLARITY.

S K

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NOTE: NOT ALL FEATURES SHOWN FOR CLARITY.

SEE SK901 FOR OVERVIEW ISOMETRICS.8.

".8

5SCREWS SHALL BE PAN HEAD SELF-DRILLING SS 410 #10 X 7.

SMOOTHNESS AND OFFSET REQUIREMENTS OF FISH CONTACT SURFACES.

FRAMING, AND SKIN PLATES OUT OF THE WATER ARE TO MEET THE

ALL COMPONENTS OF THE FLOW VANE INCLUDING THE SUPPORT ARMS,6.

AND UNDERCUT ANCHOR BOLTS ARE FIELD INSTALLED.

EXTERIOR SKIN PLATE TO BE INSTALLED AFTER FLOOR DIFFUSER BOLTS5.

MASS WHERE BOTH MEMBERS CROSS EACH OTHER.

AND FLOOR DIFFUSER ARE IN PLACE. THE HOLES MUST BE DRILLED CENTER

FLOOR DIFFUSER SUPPORT MUST BE MATCH-DRILLED ONCE THE FLOW VANE

FLOOR DIFFUSER BOLT CONNECTIONS BETWEEN THE FLOW VANE AND THE4.

MUST BE STAINLESS STEEL.

ALL MATERIAL AND FASTNERS USED IN CONSTRUCTION OF THE FLOW VANE3.

SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.2.

SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.1.

NOTES:

FISH LADDER WALL

TOP OF EXTERIOR

EL. 644.00 (AS-BUILTS)

EL. 647.82 (NAVD88)

FISH LADDER

BOTTOM OF

EL. 630.00 (AS-BUILTS)

EL. 633.82 (NAVD88)

SCALE: NTS

ISOMETRIC - FLOW VANE FRAME

" = 1'-0"2

1SCALE:

PLAN VIEW AT EL. 649.00

A

SCALE: NTS

ISOMETRIC - FLOW VANE WITH SKIN PLATES

A " = 1'-0"2

1SCALE:

SECTION

SK505-1

C

SK505-1

D

SK505-1

A

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O R

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38.

75°

27.00°

.0

4'-0" 2'-0" 3'-0"

30°

30°

30°

R6'-0"

(BOTH SIDES)

" SKIN PLATE 4

R3'-0"

H E

N

IN

G E

R ,P

E

D X

F .1

S

K -1

.d g n

" TYP.4

1" x 2

1" x 22

1HSS 2

SUPPORT. SEE DETAIL 5

TO FLOOR DIFFUSER

" � BOLTED CONNEC.4

SUPPORT

TO FLOOR DIFFUSER

" � BOLTED CONNEC.4

CHAMBER

DIFFUSION

EXIST. AWS

SUPPORT TYP.

CHAMBER GRATING

NEW DIFFUSION

4'-0" 2'-0" 3'-0"

30°

30°

30°

(BOTH SIDES)

" SKIN PLATE 4

" TYP4

1" x 2

1" x 22

1HSS 2

SUPPORT

TO FLOOR DIFFUSER

" � BOLTED CONNEC.4

6'-0" 2'-0" 3'-0"

30°

30°

30°

R 6'-0"

R 3'-0"

" MIN EMBEDMENT, TYP. UNO2

" � UNDERCUT ANCHOR WITH2

SK505-1

F L O

W V

A N

E S

E C

T

IO

N S

'-0

SUPPORT, SEE DETAIL 5

TO FLOOR DIFFUSER

" � BOLTED CONNEC.4

R 3'-0"

R 6'-0"

R 6'-0"

R 3'-0"

4" TYP UNO

J

L

IN

D

" TYP.4

1" X 2

1" X 22

1HSS 2

SUPPORT ARMS

LIFT GATE SLOT

NEW VERTICAL

BASE

" PL.2

1" X 2

BASE

" PL.2

1" X 2

(BOTH SIDES)

" SKIN PLATE 4

K E

N M

C

A R

A B

B A

C A

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SCREEN SLOT

NEW EXLCUSION

SLOT

NEW BULKHEAD

C

R E

V

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C O

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W

IT

H A

M D

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2'-0"

FISH LADDER WALL

NEW CONC. EXTERIOR

FISH LADDER WALL

NEW CONC. EXTERIOR

2'-0"

TYP. UNO

" MIN EMBED. 2

ANCHOR WITH

" � UNDERCUT 2

2'-0" �

'-1

'-0

6" MIN. TYP.

.2

WORK LINE

WORK LINE

4'-6

'-1

'-3

" �4 12'-5

" �8

2'-

1'-1

3' -2

'-1

4" � TY

P. UNO

2'-0" �

'-6

1'-6

" �8 71'-6

"16 71'-12'-0"

POINT #1

WORK

WORK POINT #2

WORK POINT #4 WORK POINT #4

WORK POINT #3

WORK POINT #4

WORK LINE

WORK LINE

1 FISH LADDER WALL

NEW CONC. EXTERIOR

POINT #3

WORK

POINT #3

WORK

C L R

EYE TYP

LIFTING

DRAWING PLOT SIZE: $BORDER$

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R of Engineers US Army Corps

BORDER VERSION UPDATE [12-2015]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

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12"

SCALE: 1"= 1'-0"

6" 0 1'

1. SEE SHEET SK505 FOR NOTES.

1 1

SK505-2

SK505-2

SK505-2

SK505-2

"16 1NOTE: ARC LENGTHS MEAUSRED ALONG WORK LINE. MEASUREMENTS ROUNDED TO NEAREST NOTE: DIFFISUION CHAMBER GRATING NOT SHOWN FOR CLARITY.

SK505-2

SK505

B

SCALE: 1" = 1'-0"

TOP SECTION - SUPPORT ARMS

SK505

C

SCALE: 1" = 1'-0"

MID SECTION

SK505

D

SCALE: 1" = 1'-0"

BASE SECTION AND ANCHORAGE

BEGIN R

E N

D R

B E

G

IN

R

END R

BEGIN R

E N

D R

B E

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IN

R

END R

BEGIN R

B E

G

IN

R

E N

D R

END R

BEGIN R

E N

D R

B E

G

IN

R

END R

SEE SK505-2 SECTION B FOR SUPPORT ARM LENGTHS.

SEE DETAIL 1 FOR TYP SUPPORT ARM ANCHORAGE.

".16

1 DIMENSIONS ROUNDED TO NEAREST

NOTE: ARC LENGTHS MEAUSRED ALONG WORK LINE.

SEE SECTION D THIS SHEET FOR ARC DIMENSIONS.

NOTE: SECTION C APPLIES TO TWO LOCATIONS, SEE SK505.

SK505

D

SCALE: 1" = 1'-0"

BASE SECTION - FLOW VANE ONLY

A

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SK505-2

F L

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SEE NOTE 7 SHEET SK505

" SCREW @ 12" O.C. TYP.8

5#10 x

3"

BOLT SPACING DIMENSIONS TYP.

" EMBEDMENT TYP.4

" � CONC. ANCHOR WITH2

ALL SUPPORT ARMS:

WASHER AND NUT

WELD STUD WITH

"2 1" � -10 UNC x 34

" TYP4

1" x 2

1" x 22

1HSS 2

J

L

IN

D

" INTERIOR SKIN PL.4

" EXTERIOR SKIN PL.4

JOINT TYP.

SKIN PL.

JOINT TYP.

SKIN PL.

SKIN PL.

" INTERIOR4

SEE NOTE 7 SHEET SK505

" SCREW @ 12" O.C. TYP.8

5#10 x

" EXTERIOR SKIN PL.4

T

Y P

" EXTERIOR SKIN PL.4

" INTERIOR SKIN PL.4

" TYP4

1" x 2

1" x 22

1HSS 2

T Y

P

G A

P"

" STIFFENER TYP.4

13" X

STIFFENER

" FB4

13" X

" EXTERIOR SKIN PL.4

T Y

P

" EXTERIOR SKIN PL.4

" INTERIOR SKIN PL.4

T Y

P

G A

P"

" INTERIOR SKIN PL.4

"4 31 R

" EXTERIOR SKIN PL.4

O

U T

T O

O U

T

5'-5" O U

T TO

O U T

" OUT TO OUT16

75'-

WORK LINE

5' -1 0" O

U T

TO

O

U T

" TYP.4

1" X 2

1" X 22

1HSS 2

SUPPORT ARMS

TOP

" PL.2

1" X 2

WORK POINT #2

" WORK POINT #2 TO OUT16

94'-

W

O R

K P

O

IN

T

T

O O

U T

" TYP.4

1" X 2

1" X 22

1HSS 2

SUPPORT ARMS

TOP

" PL.2

1" X 2

"4 1" X 2

1" X 22

1HSS 2

SUPPORT ARM

TOP

" PL.2

1" X 2

"4 1" X 2

1" X 22

1HSS 2

SUPPORT ARM

(BEYOND)

FB STIFFENER TYP.

"4 13" x

BASE

" PL.2

1" X 2

HSS 3.000x0.250

BASE

" PL.2

1" X 2

BASE

" PL.2

1" X 2

HSS 3.000x0.250 (BEYOND)

FLOOR GRATING

DIFFUSION CHAMBER

FLOOR SUPPORT BEAM

DIFFUSION CHAMBER

SEE SECTION C

" � BOLT,4

SHEET SK505.

SEE NOTE 4 AND NOTE 5 ON

WASHER (NEAR SIDE) AND NUT.

" � SS BOLT WITH4

HSS 3.000x0.250

K E

N M

C

A R

A B

B A

C A

N P

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SECTION A

SEE SHEET SK505

STIFFENER PLATE,

LOCATION OF

HSS 3.000x0.250

WORK LINE

D E

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D I

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D A

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WORK POINT #2

FISH LADDER WALL

NEW CONC. EXTERIOR

DRAWING PLOT SIZE: $BORDER$

D

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SHEET

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R of Engineers US Army Corps

BORDER VERSION UPDATE [12-2015]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D

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SCALE: 3"= 1'-0"

0 3" 6" 12"

(2) LOCATIONS

SECTION B

PLAN SECTION A

PLAN

PLAN

NOTE: SKIN PLATES NOT SHOWN FOR CLARITY.

SECTION C - TYP. DIFFUSION CHAMBER SUPPORT BOLTED CONNECTION

CJP TYP.

TYP SIDES

3 2-12

1 BASE PL.

HSS POST TO

1 TO BASE PL.

HSS 3.000x0.250

NOTE: HSS 3.000x0.250 NOT PRESENT AT SECOND LOCATION.

SEE SHEET SK505 FOR NOTES.1.

NOTES:

NOTE: SEE NOTE 5 SHEET SK505.

TO HSS 3.000x0.250

INTERIOR SKIN PL.

)16 5(

)16

5( CONNECTIONS TYP

ALL HSS SUPPORT ARM

)16 5(

)16 5(

SKIN PLATE

INTERIOR

HSS TO

SCALE: 6" = 1'-0"

DETAIL 3A - SKIN PL TO HSS CONNECTION

CJP TYP

B

C

SK505-1

SCALE: 3" = 1'-0"

DETAIL

SK505-1

SCALE: 3" = 1'-0"

TYP. DETAIL

A

3A

SK505-1

SCALE: 3" = 1'-0" UNO

TYP. DETAIL

SK505-1

SCALE: 3" = 1'-0"

TYP. DETAIL - HSS POST TO BASE PL.

SK505

B

SCALE: 1" = 1'-0"

TOP SECTION - SUPPORT ARM LENGTHS

SCALE: 3" = 1'-0"

DETAIL

A

.4

S T

A

.8

S T

A

.5

S T

A

.0

S T

A

.3

S T

A

.6

S T

A

.6

S T

A

.3

S T

A

.3

S T

A

.3

S T

A

.3

71'-0" 19'-6"

DIFFUSION CHAMBER

EXISTING AWS

STA 0+19.00

BEGIN 10% GRADE

10'-0" (TYP)

WEIR #1, IE. 639.82'

TURN #2, IE. 652.52'

TURN #3, IE. 660.66'

IE. 663.99' @ STA 3+47.83

OF APPROACH POOL AND 1% GRADE,

END OF 10% GRADE, BEGINNING

IE. 664.23' @ STA 3+72.40

END OF FISH LADDER,

S T

A

.4

WEIR #31, IE. 669.82' S

T

A

.3

R14'-6" (TYP)

R22'-6" (TYP)

S T

A

.0

S T

A

.0

SUPPORT FRAMING

GRATING AND

NEW DIFFUSION PIT

VAULT #1

(SEE SHEET SK103)

CONCRETE PILES

FOR CLARITY)

(LID NOT SHOWN

SHEET SK301

VAULT #1, SEE

CLARITY)

TURNED OFF FOR

FEATURES ARE

ST SERIES (SOME

CROSSING, SEE

FOR FISH LADDER

(LID NOT SHOWN FOR CLARITY)

VAULT #2, SEE SHEET SK302

1'-0"

E

N

IN

G E

R

P E

F

IS

H L

A D

D E

R

A W

S D

IF

F

U S

IO

N

C H

A M

B E

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U .S

A

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P S

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E E

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P O

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L A

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O

R E

G O

N

P O

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L A

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D

IS

T R

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T

PORTLAND DISTRICT

A D

U L

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H

F A

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A D

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R

D E

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D A

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SK705

M A

T T

H E

W D

H

A N

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P .E

:1

C A

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M H

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P

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M I

/1

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C/E JT

C/E JT

C/E JT

C/E JT

C/E JT

C/E JT

C/E JT (TYP)

(SEE SP SERIES)

THRUST BLOCKS

ST SERIES SHEETS)

CROSSING (SEE

FOR FISH LADDER

S T

A

.0

S T

A

.6

S T

A

.6

"4

3'-

(PARTIALLY SHOWN)

PRESORT POOL

"32

6'-11

"16

18'-

"16

1'-11 U.N.O.

10'-0" (TYP)

WEIR #20, IE. 658.82'

WEIR #27, IE. 665.82'

WEIR #28, IE. 666.82'

"4

3'-

WEIR #19, IE. 657.82'

"32

6'-11 "16

8'- "16

1'-11

WEIR #6, IE. 644.82'

"32

1'-7

"32

8'-4

BEGIN 10% GRADE

DETAILS)

(SEE SHEET SK503 FOR

LARGE DIFFUSER OPENING

FOR DETAILS)

(SEE SHEET SK503

OPENING (TYP)

SMALL DIFFUSER

INTEGRATED

"32

131'-7

"32

8'-4

PLATWALK

(PARTIALLY SHOWN)

PRESORT POOL

THE EXISTING LADDER)

FOLLOWING THE BOTTOM OF

AND HAS BEEN APPROXIMATED

UNKNOWN AT THIS LOCATION

TO SOLID ROCK (T/ROCK IS

MASS CONCRETE TO EXTEND

THE EXISTING LADDER)

FOLLOWING THE BOTTOM OF

AND HAS BEEN APPROXIMATED

UNKNOWN AT THIS LOCATION

TO SOLID ROCK (T/ROCK IS

MASS CONCRETE TO EXTEND

SURFACE REQUIREMENTS.

SURFACE TO MEET FISH CONTACT

DEPTH AT SLAB NOSE. CONCRETE

TOP OF ROCK. MIN. 4" SLAB

FROM TOP OF FLOOR SLAB TO

ENSURE SMOOTH TRANSITION

SLAB NOSE

ON ALL SIDES EXCEPT

INTO EXISTING CONCRETE

DOWELS TO MATCH REINF.

CENTERED DRILL & EPOXY

#5s @ 12" O.C. EA. WAY

6" CONCRETE SLAB WITH

WEIR #7, IE. 645.82'

SHEETS)

(SEE SP SERIES

THRUST BLOCK

F

IS

H L

A D

D E

R R

E

IN

F O

R C

E M

E N

T K

E Y

P L

A N

IE. 639.02'

TURN #1,

D E

C

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

D T

AWS DIFFUSION CHAMBERS (SEE SHEET SK102)

DRAWING PLOT SIZE: $BORDER$

D

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B

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R of Engineers

US Army Corps

BORDER VERSION UPDATE [12-2015]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D

A T

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M A

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H L

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TURN #3

M A

T C

H L

IN

E

TURN #2

5' 0 5' 10'

"= 1'-0"8

1SCALE:

STRUCTURE

EXISTING CONCRETE

M A

T C

H L

IN

E

M A

T C

H L

IN

E

TURN #1

S T

A

.0

EL. 633.82' (NAVD 88)

EL. 663.82' (NAVD 88)

3. FOR REINFORCEMENT DETAIL, SEE SHT SK706.

2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.

1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.

NOTES:

EL. 660.00' (AS-BUILTS)

EL. 630.00' (AS-BUILTS)

HEEL

FLOW

FLOW

FLO

W

NOTE: SECTION CUT THRU CENTERLINE OF FISH LADDER

NOTE: SECTION CUT THRU CENTERLINE OF FISH LADDER

A

SCALE: 1/8" = 1'-0"

AWS AND FISH LADDER ELEVATION VIEW

B

SCALE: 1/8" = 1'-0"

AWS AND FISH LADDER ELEVATION VIEW

B

E G

IN

G

R A

D E

E N

D

G

R A

D E

S T

A R

T O

F P

R E S

O R

T P

O O

L

(E N

D O

F F

IS

H L

A D

D E

R

NOTE: STATIONING IS ON THE CENTERLINE OF THE FISH LADDER

B E

G

IN

G R

A D

E

(TYP)

SK706

SCALE: 1/8" = 1'-0"

AWS AND FISH LADDER PLAN VIEW

B

A

SK706

SK706

A

SK706

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

P O

R T

L A

N D

O

R E

G O

N

P O

R T

L A

N D

D

IS

T R

IC

U

L T

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3'-0"

3" CLR

(12) #11 BUNDLES OF (2)

#5 SPIRAL W/ 2-1/2" PITCH

REINF PER SK702

FOUNDATION SLAB &

HOOKS IN EA BUNDLE

STAGGER AND SPLAY OUT

STD HOOK TYPICAL

M A

X

TYP

(12) #11 BUNDLES OF (2)

#5 SPIRAL W/ 2-1/2" PITCH

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R of Engineers

US Army Corps

BORDER VERSION UPDATE [12-2015]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D

A T

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A

T/SPIRAL

A

SCALE: 1" = 1'-0"

SECTION

PILE REINFORCEMENT

WATERSTOP (TYP)

C/E JT

C/E JT

WATERSTOP (TYP)

C/E JT C/E JT

DETAIL THIS SHEET)

WATERSTOP (TYP, SEE

8" R (TYP)

DOWEL DETAIL THIS SHEET)

" I.D.16

5" TO 16

3 " O.D.16

6"

AT END OF SLEEVE

" STYROFOAM SPACER2

(SEE NOTE #8)

GREASE FILLED SLEEVE

6" PVC WATERSTOP

JOINT FILLER

" PREFORMED2

V A

R

IE

S

V A

R

IE

S

" TO 2" DEEP CAULK2

C/E JT

DOWEL DETAIL THIS SHEET)

12"0 5' 10'

"= 1'-0"16

3SCALE:

32'-0"17'-0"32'-0"

9" (TYP)

(T

Y P

12" O.C. (TYP)

" 9"

8" R (TYP)

12"0 5'

"= 1'-0"4

1SCALE:

WALKWAY (TYP)

6" CONCRETE SLAB

WALKWAY (TYP)

6" CONCRETE SLAB

WALKWAY (TYP)

6" CONCRETE SLAB

87'-0"

CONCRETE (TYP)

UNREINFORCED

C/E JT

CONCRETE (TYP)

UNREINFORCED

HOPPER PIT

(BEYOND)

POOL FLOOR

1'-3"

(SEE DOWEL DETAIL THIS SHEET)

8" R (TYP)

9"

WATERSTOP (TYP)

WATERSTOP

PEDESTAL (TYP)

COLUMN

DETAILS THIS SHEET

WATERSTOP, SEE

6"

6"

1 1

WIRE ROPE

CIP PIPE FOR MECHANICAL

BUMPER RAIL

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IDENTIFICATION

SHEET

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R of Engineers

US Army Corps

/2

/2

FLOW

CHANNEL

DRAIN

(STEEL DOWELS NOT SHOWN FOR CLARITY)

12345

EL. 662.67'

EL. 648.67'

EL. 648.67'

EL. 658.33'

EL. 662.67'

EL. 648.67'

EL. 658.83'

CHANNEL

DRAIN

SLOPE

EL. 658.96'

SPACER MUST BE WRAPPED ON DOWEL TO MAINTAIN ROUNDNESS OF THE SLEEVE.

REMOVABLE CAP TO PREVENT ENTRY OF CONCRETE INTO THE SLEEVE. A FLEXIBLE

MATERIAL AND FILLED WITH GREASE. SLEEVES MUST BE INITIALLY PLACED WITH

" INTERIOR DIAMETER CARDBOARD OR POLYETHYLENE 2

18. SLEEVES MSUT BE MADE OF 1

TO FIT THROUGH THE MATERIAL.

7. CUT HOLES IN THE PREFORMED JOINT FILLER JUST LARGE ENOUGH FOR THE DOWELS

THE WATERSTOP MAY VARY SLIGHTLY UPON WRITTEN APPROVAL.

6. SEE DETAIL ON THIS SHEET FOR DIMENSIONS OF THE 6" WATERSTOP. DIMENSIONS OF

5. THE PVC WATERSTOPS MUST BE INSTALLED WITHOUT ANY SPLICES.

FOR ASTM D 1751 OR D 1752.

CONTINUOUS SUBMERGENCE. PREFORMED JOINT FILLER MUST MEET REQUIREMENTS

4. SEALANT CAULK MUST MEET REQUIREMENTS OF ASTM C920, TYPE 1 USAGE FOR

3. SMOOTH DOWELS MUST BE ASTM A36 STEEL.

2. SEE S-001 FOR STRUCTURAL GENERAL NOTES.

1. SEE G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.

NOTES:

1% SLOPE

EL. 662.67'

EL. 641.00'

EL. 648.67'

EL. 651.67'

EL. 641.00'

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SCALE: 3/16" = 1'-0"

JOINT - KEY PLAN

A

SCALE: 1/4" = 1'-0"

SECTION

B

N.T.S.

TYPICAL 6" PVC WATERSTOP DETAIL

N.T.S.

TYPICAL DOWEL DETAIL

N.T.S.

TYPICAL 6" PVC WATERSTOP DETAIL

B

SCALE: 1/4" = 1'-0"

SECTION

C

C

SCALE: 1/4" = 1'-0"

SECTION

A

SN507

ANGLE (TYP)

"8 3L3" x 3" x

C4 x 7.25 CHANNEL (TYP)

C4 x 7.25 CHANNEL (TYP)

(TYP)

BEVEL WASHER

HDG STEEL

(TYP)

EMBEDMENT DEPTH

ANCHOR, 3.25" MIN

" HDG CONCRETE 2

1�

1"

C4 x 7.25 CHANNEL (TYP)

(TYP)

EMBEDMENT DEPTH

ANCHOR, 3.25" MIN

" HDG CONCRETE 2

1�

ANGLE (TYP)

" 8 3L3" x 3" x

" THICK8

ANGLE (TYP)

"8 3L3" x 3" x

2'-4"

4"4"

"8 71'-7"4

31'-5"8 71'-7

"8 71"8

" THICK STIFFENER (TYP)8

"2 18'-9

6" "2 132'-8"2'-8"2'-8"

2"2"

EMBEDMENT DEPTH (TYP)

ANCHOR, 3" MIN

HDG CONCRETE2

1�

"2 17'-2 "4

314'-11

"4 12'-

"4 314'-11 8'-7" 4'-7" 8'-7" 4'-7" "2

12'-2

"4

"4 11'-101'-11"1'-11""8

51'-11"8 71'-11

12345

GRATING (TYP)

20'-0"20'-0"20'-0"19'-5"

2'-0" (CONCRETE ANCHOR SPACING, TYP)

2'-4"

ANGLE (TYP)

" 8 3L3" x 3" x

ANGLE (TYP)

" 8

3L3" x 3" x

ANGLE (TYP)

" 8

3L3" x 3" x

ANGLE (TYP)

" 8

3L3" x 3" x

ANGLE (TYP)

" 8

3L3" x 3" x C4 x 7.25 CHANNEL (TYP)

"2 17'-4 "2

115'-3 "2 115'-3 "2

18'-9 "2 14'-9 "2

18'-9 "2 14'-9

" (TYP)2

11'-8

1'-11"

(T

Y P

" (TYP)2

S

N

IP

E

"8 712'-1"4

31'-5"8 71'-7

"8 71"8

71 "4 34'-5 3'-6" 3'-6" 3'-6"

EMBEDMENT DEPTH (TYP)

ANCHOR, 3" MIN

HDG CONCRETE2

1�

ANGLE (TYP)

" 8

3L3" x 3" x

"2 18'-9

6" "2

ANGLE (TYP)

" 8

3L3" x 3" x

EMBEDMENT DEPTH (TYP)

ANCHOR, 3" MIN

HDG CONCRETE2

1�

ANGLE (TYP)

" 8

3L3" x 3" x

ALIGN WITH CONTROL JOINT

6" "8 51'-9 "8

51'-96""8 31'-8"8

31'-8

ALIGN WITH CONTROL JOINT

"4 34'-5 2'-10 2'-10 6" 6" 1'-10 1'-10

"4 34'-4"8

17'-9"4 31'-5"8

71'-7

"8 71 "8

782'-0""4 34'-5

"8 74'-2"4

31'-5"8 71'-7

"4 310'-10

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IDENTIFICATION

SHEET

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R of Engineers US Army Corps

BORDER VERSION UPDATE [12-2015]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D

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E

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

SCALE: 3"= 1'-0"

0 3" 6" 12"

"= 1'-0"2

1SCALE: 1

12" 9" 6" 3" 0 1' 12"

SCALE: 1"= 1'-0"

6" 0 1' "= 1'-0"4

3SCALE:

12" 6" 0 1' 2'

GRATING SUPPORTS AND CHANNELS

(CROWDER RAIL SUPPORT POSTS NOT SHOWN FOR CLARITY)

12"0 5' "= 1'-0"4

1SCALE:

BOTTOM OF GRATING

EL. 658.33'

TYPICAL ANCHOR DETAILTYPICAL STIFFENER DETAIL

3/16

TYP

G R

A T

IN

G

L E

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T H

GRATING SPACING

P

IP

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P E

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G

DRAIN CHANNEL

2"

2"

8"

8"

BARS.

5. GRATING MUST BE GALVANIZED STEEL WITH 2" HEIGHT AND 3/16" BEARING

MUST BE 3.25 INCHES.

APPROVED AND CURRENT ESR REPORT. MINIMUM EMBEDMENT DEPTH

4. ALL CONCRETE ANCHORS ARE POST INSTALLED HDG AND MUST HAVE AN

MATERIAL.

ATTACHED TO THESE ANGLES AND CHANNELS MUST BE MATCHING

WITH THE STEEL MEETING STANDARDS OF ASTM A36. STIFFENERS

3. ALL ANGLES AND CHANNELS ON THIS SHEET MUST BE GALVANIZED STEEL

2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.

1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.

NOTES:

& F

DTL 4

3/4"=1'-0"

D

SCALE: 1" = 1'-0"

SECTION

G

SCALE: 6" = 1'-0"

SECTION

SN101

SCALE: 1/4" = 1'-0"

POST-SORT POOLS DRAIN CHANNEL COVER KEY PLAN

SCALE: 1/4" = 1'-0"

COVER SUPPORT KEY PLAN

POST-SORT POOLS DRAIN CHANNEL

E

SCALE: 3" = 1'-0"

SECTION

F

SCALE: 3" = 1'-0"

SECTION

SCALE: 3/4" = 1'-0"

DETAIL

SCALE: 3/4" = 1'-0"

DETAIL (TYP 2)

SCALE: 3/4" = 1'-0"

DETAIL

SCALE: 3/4" = 1'-0"

DETAIL

SCALE: 1" = 1'-0"

DETAIL

G

D -

SCALE: 3/4" = 1'-0"

DETAIL

SCALE: 3/4" = 1'-0"

DETAIL

SCALE: 3/4" = 1'-0"

DETAIL

SCALE: 3"= 1'-0"

0 3" 6" 12"

"= 1'-0"2

1SCALE: 1

12" 9" 6" 3" 0 1'

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2' 12" 0

"= 1'-0"2

1SCALE:

1' 2' 3' 4'

WELD STUD (TYP)

" SST4

" x Ø8

SHEET, TYP)

DETAIL THIS

GUIDE (SEE

END SCREEN

P A

C

P A

C E

S

CONC. WALL

(SEE DETAIL THIS SHEET)

WEIR BOARD GUIDE

WALL (TYP)

TOP OF CONC.

C

H A

M

(SEE DETAIL THIS SHEET)

LADDER TIE-OFF

45°

"2 19 "2

195 SPACES @ 1'-8" = 8'-4"

1"

" SST BAR4

3/16

1/8

3/16

2"

" (TYP)8

3"2

WELD STUD (TYP)

" SST 8

3" x Ø8

3/16

3/16

S

P A

C E

S

STUD (TYP)

SST WELD

" 8 3" x Ø8

9'-11" PIT WALL

HOPPER

PIT WALL

HOPPER

" ROD4

3Ø

THK. (TYP)

"8

3PLATE

2" (TYP)

3"

3"

S

P A

C E

S

GUIDE (TYP)

END SCREEN

1"

DETAIL THIS SHEET, TYP)

INTO EDGE OF HOPPER PIT (SEE

" SST ANGLE EMBEDDED8

33"X3"X

WELD STUD (TYP)

" SST 4

1"X Ø8

WELD STUD (TYP)

" SST 4

1"X Ø8

WELD STUD (TYP)

" SST 4

1"X Ø8

1"

DETAIL THIS SHEET, TYP)

INTO EDGE OF HOPPER PIT (SEE

" SST ANGLE EMBEDDED8

33"X3"X

GUIDE (TYP)

END SCREEN

SST ANGLE

" 16 53"X3"X

SST PLATE

" 16 53"X3"X

WELD STUD (TYP)

" SST 8

" CHAMFER4

"2

" CHAMFER (BEHIND END SCREEN)4

5"

"16

1"R

"16 5 R

(ONE SIDE ONLY).

SEE MECHANICAL SHEETS.

WIRE ROPE. APPROX. LOCATION,

(ONE SIDE ONLY).

SEE MECHANICAL SHEETS.

WIRE ROPE. APPROX. LOCATION,

"16

"16

"16

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IDENTIFICATION

SHEET

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R of Engineers

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/2

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EL. 662.67'

EL. 642.50'

EL. 651.67'

")16

5(INSIDE RADIUS BENDS ARE

C O

N C

R E

T E

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")16

5(INSIDE RADIUS BENDS ARE

TYP

G

EL. 662.67'

HOPPER PIT

EL. 648.67'

STRUCTURAL GENERAL NOTES ON SHEET S-001.

6. SST BOLTS MUST BE ASTM STANDARDS AS SEEN IN

BE 3.25 INCHES.

CURRENT ESR. MINIMUM EMBEDMENT LENGTH MUST

STUD TYPE AND MUST HAVE AN APPROVED AND

5. ALL CONCRETE ANCHORS ARE POST INSTALLED SST

A276.

TYPE 304 MEETING STANDARDS OF ASTM A240 OR

THE LADDER TIE-OFFS ARE STAINLESS STEEL (SST)

THE GUIDES, THE EMBEDDED EDGE OF ANGLES, AND

4. ALL ANGLES, BARS, AND PLATES ON THIS SHEET FOR

POST-SORT POOL.

INSTALLED IN EACH OF THE 5 DIFFUSER PITS OF THE

3. METAL WORK SHOWN ON THIS SHEET WILL BE

2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.

AND ABBREVIATIONS.

1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS

NOTES:

U .S

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EL. 662.67'

NOTE: WELDED STUD HIDDEN FOR CLARITY

SN101

SCALE: 3/4" = 1'-0"

DETAIL

SN101

SCALE: 3/4" = 1'-0"

DETAIL

SN101

SCALE: 1" = 1'-0"

DETAIL

A

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

SECTION

N

SCALE: 3" = 1'-0"

SECTION

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

LADDER TIE-OFF

M

SCALE: 3" = 1'-0"

SECTION

SCALE: 3/4" = 1'-0"

WEIR BOARD GUIDE

H

SCALE: 3" = 1'-0"

SECTION

B

SCALE: 3" = 1'-0"

SECTION

J

SCALE: 3" = 1'-0"

SECTION

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

END SCREEN GUIDE

SCALE: 3/4" = 1'-0"

EMBEDDED SST ANGLE

L

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

SECTION

SCALE: 3" = 1'-0"

DETAIL

K

SCALE: 3" = 1'-0"

SECTION

H

B

J

L

A

K

M

N

C

C

SCALE: 3" = 1'-0"

4'-0"

1""2

2'-0" "2

1'-10"

1" PREFORMED FILLER

FILLER (TYP, UNO)

" PREFORMED2

" PREFORMED FILLER2

" PREFORMED FILLER2

FILLER (TYP, UNO)

" PREFORMED2

1" PREFORMED FILLER

1"2'-0"

"2

"2

1'-10"

4'-0"

4'-0"

POOLS

EDGE OF POST-SORT

WALKWAY

FINISH GRADE

CONCRETE

UNREINFORCED

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

P O

R T

L A

N D

O

R E

G O

N

P O

R T

L A

N D

D

IS

T R

IC

T

PORTLAND DISTRICT

A D

U L

T F

IS

H

F A

C

IL

IT

Y

U P

G R

A D

E

D E

X T

E R

D A

M A

N D

R E

S E

R V

O

IR

D X

F

.1

S N

.d g n

A N

S I

F

SN506

M A

T T

H E

W D

H

A N

S O

N

P .E

:1

C A

R L

M H

A R

R

IS

P

.E

P O

S T

-S O

R T

P O

O L

S

N B

E E

M H

E N

IN

G

E R

,P E

/1

/2

W N

R

L K

W A

Y D

E T

A

IL

S D

E C

R E

V

IS

E D

I N

A C

C O

R D

A N

C E

W

IT

H A

M D

T

DRAWING PLOT SIZE: $BORDER$

D

C

A

B

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

E

C O

N T

R A

C T

N O

IDENTIFICATION

SHEET

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [12-2015]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D

A T

E

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2'12" 0

"= 1'-0"2

1SCALE:

1' 2' 3' 4'

2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.

AND ABBREVIATIONS.

1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS

NOTES:

EL. 662.67'

EL. PER CIVIL DRAWINGS

EL. 659.00'

SN101

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

WALWAY PLAN VIEW

SCALE: 3/4" = 1'-0"

WALWAY PLAN VIEW

SCALE: 3/4" = 1'-0"

WALWAY PLAN VIEW

A

SCALE: 3/4" = 1'-0"

WALWAY ELEVATION VIEW

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2' 12" 0

"= 1'-0"2

1SCALE:

1' 2' 3' 4'

10'-0"

10'-0"

WITH 9" MIN. EMBEDMENT (TYP) BEARING PAD

" FLAT UHMW4

C

H A

M F

E R

2'-10" 1'-0" 2'-4" 1'-0" 2'-10"

BEARING PAD

" FLAT UHMW4

HOPPER PIT

BEARING PAD

" VERTICAL8

(T

Y P

" (TYP)2

1'-0"

" (TYP)2

11 "

(T Y

P

WITH 9" MIN. EMBEDMENT (TYP)

"8

" CHAMFER2

BEARING PAD

" VERTICAL8

BEARING PAD

" FLAT UHMW4

T

H K S

T

IF

F E

N E

R P

L A

T E E

Q U

A L L

Y S

P A

C E

(6

T

H K S

T

IF

F E

N E

R P

L A

T E E

Q U

A L L

Y S

P A

C E

D

(5

3"

" BENT PLATE8

SST WELDED STUD

" NOMINAL BENT8

" STIFFENER PLATE8

45°

" SNIPE2

1/4

STIFFENER PLATE

TYP AT EACH

18" CONCRETE WALL

WITH 9" MIN. EMBEDMENT (TYP)

EQ. EQ.

FOUNDATION

3'-0" CONCRETE

FOUNDATION

3'-0" CONCRETE

FOUNDATION

3'-0" CONCRETE

12"

SCALE: 1"= 1'-0"

6" 0 1'

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

" (TYP)2

" BENT PLATE8

" THK STIFFENER8

S

S T S

T U

D E

Q U

A L L

Y S

P A

C E

(5

S

S T S

T U

D E

Q U

A L L

Y S

P A

C E

(8

" BEARING PLATE8

SST WELDED STUD

" NOMINAL BENT8

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

1 2 3 4 5 6

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

/2

/2

HOPPER PIT

.S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

IC

T

/1

/2

A D

U L T F

IS

H F

A C

IL

IT

Y U

P G

R A

D E

W

N

R

D E

X T

E R D

A M A

N D R

E S

E R

V O

IR

D X

F .1

S

N .d g n

A N

S I F

SN507

M A

T T

H E

W D

H A

N S

O N P .E

:1

C A

R L M

H A

R R

IS

P .E

P O

S T -S

O R

T P

O O

L S

N

B E

E M

H E

N

IN

G E

R ,P

E

M .D .H

D E

C

(NOTE: VERTICAL UHMW PAD NOT SHOWN FOR CLARITY)

ELEV. 641.00'

ELEV. 642.50'

ELEV. 641.00'

ELEV. 642.50'

ELEV. 651.42'

ELEV. 651.42'

ELEV. 662.67'

ELEV. 651.67'

N E

W S

H E

E T A

M D

T

(NOTE: BOTTOM PAD TO BE INSTALLED BEFORE VERTICAL PAD)

(NOTE: SHOWN IS SHORT BUMPER) M

IS

C E

L L

A N

E O

U S D

E T

A

IL

S

A

A

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

UHMW VERTICAL PAD

B

SCALE: 3/4" = 1'-0"

3/4" FLAT UHMW

SCALE: 3/4" = 1'-0"

7/8" VERTICAL UHMW

B

SCALE: 3/4" = 1'-0"

UHMW VERTICAL ELEV.

SCALE: 1" = 1'-0"

SHORT BUMPER

SCALE: 1" = 1'-0"

LONG BUMPER

C

C

C

SCALE: 6" = 1'-0"

HORIZONTAL BUMPER SECTION

SN103

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

HOPPER PIT PLAN AT ELEV. 642.50 FT

D

D

D

SCALE: 1" = 1'-0"

TYPICAL FRONT VIEW FOR SHORT AND LONG BUMPER

/1

/2

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

P O

R T

L A

N D

O

R E

G O

N

P O

R T

L A

N D

D

IS

T R

IC

A

T T

H E

W D

H

A N

S O

N

P .E

A N

S I

F D

X F

.1

S

N

.d g n

A C

IC

A

L E

S E

C A

R L

M H

A R

R

IS

P

.E

H E

N

IN

G E

R ,P

E

P O

S T

-S O

R T

P O

O L

S

SN703

0 0

U L

T F

IS

H

F A

C

IL

IT

Y

U P

G R

A D

E W

N

R

X T

E R

D A

M A

N D

R E

S E

R V

O

IR

PER SN701

SLAB REINFORCEMENTT

Y

P

C

L R

TYP

3" CLR

T Y

P

C

L R

PER SN701

SLAB REINFORCEMENT

CENTER OF SLAB

WALKWAY #4 @ 12" E.W.,

#4 @ 12" O.C.

PER SN701

SLAB REINFORCEMENT

#7 @ 12" O.C., TYP.

#6 @ 12" O.C., TYP.

PER SN701

SLAB REINFORCEMENT

2'-8 1/2"

PER SN701

SLAB REINFORCEMENT

2'-6"

PER SN701

SLAB REINFORCEMENT

PER SN702

SLAB REINFORCEMENT

T

Y P

PER SN702

REINFORCEMENT

SLAB

TYP

1'-4"#4 @ 12" O.C.

#4 @ 12" MAX

R

IN

F O

R C

E M

E N

T S

E C

T

IO

N S

#7 @ 12" MAX, TYP.

#6 @ 12" MAX, TYP.

E.W., TYP.

#7@ 12" MAX

E.W., CENTER OF SLAB

WALKWAY #4 @ 12" MAX

CENTER OF SLAB

WALKWAY #4 @ 12" MAX E.W.,

#4 @ 12" MAX, TYP.

#6 @ 12" MAX, TYP.

#7 @ 12" MAX, TYP.

#4 @ 12" MAX

#4 @ 12" MAX

#4 @ 12" MAX

#6 @ 12" MAX, TYP.

#7 @ 12" MAX, TYP.

#4 @ 12" MAX

#4 @ 12" MAX, TYP.

#4 @ 12" MAX

TYP.

#6 @ 12" MAX,

#5 @ 12" MAX (TYP)

#4 @ 12" MAX

#4 @ 12" MAX

#6 @ 12" MAX (TYP)

#7 @ 12" MAX, E.W. E.F.

#7 @ 12" MAX (TYP)

#6 @ 12" MAX (TYP)

#4 @ 12" MAX

#7 @ 12" MAX (TYP)

#7@ 12" MAX E.W. E.F.

#4 @ 12" MAX

E.W., CENTER OF SLAB

WALKWAY #4 @ 12" MAX

#4 @ 12" MAX

#7@ 12" MAX E.W. E.F.

#7 @ 12" MAX (TYP)

#6 @ 12" MAX (TYP)

#4 @ 12" MAX

(TYP)

CONCRETE

UNREINFORCED

CONCRETE

UNREINFORCED

CONCRETE

UNREINFORCED

CONCRETE

UNREINFORCED

D E

C

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

D T

DRAWING PLOT SIZE: $BORDER$

D

C

A

B

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

E

C O

N T

R A

C T

N O

IDENTIFICATION

SHEET

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [12-2015]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D

A T

E

0-8"

0-8"

0-8"

0-8"

0-8"

0-8"

0-8"

0-8"

0-8"

0-8"

0-8"

0-8"

0-8"

0-8"

0-8"

0-8"

SCALE: 1"= 10'

10' 0 10'12"0 5'

"= 1'-0"4

1SCALE:

A

SECTION

1/4"=1'-0"SCALE:

C

SECTION

1/4"=1'-0"SCALE:

D

SECTION

1/4"=1'-0"SCALE:

E

SECTION

1/4"=1'-0"SCALE:

F

SECTION

1/4"=1'-0"SCALE:

G

SECTION

1/4"=1'-0"SCALE:

B

SECTION

1/4"=1'-0"SCALE:

A -

C

SN704

H

E

D

B

F

G

SN704

J

SN704

I

SCALE: 1" = 10'-0"

REINFORCEMENT PLAN VIEW

SN706

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

P O

R T

L A

N D

O

R E

G O

N

P O

R T

L A

N D

D

IS

T R

IC

/1

/2

N B

E E

M H

E N

IN

G

E R

,P

U L

T F

IS

H

F A

C

IL

IT

Y

U P

G R

A D

E W

N

R

X T

E R

D A

M A

N D

R E

S E

R V

O

IR

D X

F

.1

S N

.d g n

SN706

W A

L L

E L

E V

A T

IO

N

S

P O

S T

-S O

R T

P O

O L

S

A N

S I

F

M A

T T

H E

W D

H

A N

S O

N

P .E

:1

C A

R L

M H

A R

R

IS

P

.E

R E

IN

F

O R

C E

M E

N T

D E

T A

IL

S

#7 VERT. @ 12" MAX (TYP)

#6 HORIZ. @ 12" MAX (TYP)

C/E JOINTC/E JOINT

HOOK END OF VERT. BARS

CIVIL DRAWINGS

DISCHARGE PIPE PER

WATERSTOP AT PIPE

PROVIDE HYDROPHILIC

#6 HOOP, 3" CLR, EA. SIDE (TYP)

C/E JOINT C/E JOINT

SLAB REINFORCEMENT PER SN 701

PER SN 702

SLAB REINFORCEMENT

#6 HOOP, PER SIDE

#7 VERT. @ 12" MAX (TYP)

#6 HORIZ. @ 12" MAX (TYP)

L A

P L

E N

G T

H P

E R

S -0

#6 BAR @ 12" O.C. (TYP)

PER SHEET SN702

SLAB REINFORCEMENT

PER CIVIL DRAWINGS

PER CIVIL DRAWINGS

D E

C

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

D T

DRAWING PLOT SIZE: $BORDER$

D

C

A

B

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

E

C O

N T

R A

C T

N O

IDENTIFICATION

SHEET

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [12-2015]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D

A T

E

NOT SHOWN FOR CLARITY

OTHER REINFORCEMENT

NOTE:

T Y

P

SN705

SCALE: 1/4" = 1'-0"

ELEVATION

SN705

SCALE: 1/4" = 1'-0"

ELEVATION

SN703

CORNER DETAIL (TYP)

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

P O

R T

L A

N D

O

R E

G O

N

P O

R T

L A

N D

D

IS

T R

IC

U

L T

F

IS

H F

A C

IL

IT

Y U

P G

R A

X T

E R

D A

M A

N D

R E

S E

R V

O

IR

D X

F .1

S

O .d g n

SO102

A N

S I

F

M A

T T

H E

W D

H

A N

S O

N

P .E

:1

M

IC

H A

E L

P S

C H

O C

H P

.E

M S

C H

O C

H

/1

/2

W N

R

F

IS

H L

O A

D

IN

G S

Y S

T E

M

H O

P P

E R

C R

A N

E F

R A

M E

P L

A N

V

IE

W S

16'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"

16'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"

H E

N

IN

G E

R

P E

TYP. UNO

W18x143

EA. CORNER

W18x192

PER SPECIFICATIONS

DOWNSPOUT

C

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

D T

DRAWING PLOT SIZE: $BORDER$

D

C

A

B

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

E

C O

N T

R A

C T

N O

IDENTIFICATION

SHEET

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [12-2015]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D

A T

E

12"0 5' 10'

"= 1'-0"16

3SCALE:

W14x68

W x

W x

W x

W14x68 W14x68 W14x68 W14x68 W14x68 W14x68

W14x68 W14x68 W14x68 W14x68 W14x68 W14x68 W14x68

H

SS

.0 x0 .3

H SS10.000x0.375

W14x68

W14x68 W14x68

W14x68 W14x68

W14x68 W14x68

W14x68 W14x68

W14x68

W14x68

W14x68

W14x68

W14x68

OPP.

H

SS

.0 x0 .3

H SS10.000x0.375

H

SS

.0 x0 .3

H SS10.000x0.375

H

SS

.0 x0 .3

H SS10.000x0.375

H

SS

.0 x0 .3

H SS10.000x0.375

H

SS

.0 x0 .3

H SS10.000x0.375

H

SS

.0 x0 .3

H SS10.000x0.375

W x

W x

W x

W x

W x

W x

W x

OPP.

OPP.

SIM.

OPP.

OPP.

OPP.

OPP.

OPP.

OPP.

OPP.

OPP. OPP. OPP. OPP. OPP. OPP.

SIM.

COLUMN WILL BE PERMITTED.

FOR APPROVAL. NO MORE THAN 1 SPLICE PER

CALLED OUT ON THE SHOP DRAWINGS SUBMITTED

COLUMN SPLICES, THEY MUST BE CLEARLY

SO503. IF CONTRACTOR REQUESTS USE OF

2. FOR OPTIONAL COLUMN SPLICES REFER TO

1. FOR COLUMN OFFSETS REFER TO SHEET SO503.

NOTES:

SCALE: 3/16" = 1'-0"

PLAN VIEW @ ELEV. 689.17 FT

SCALE: 3/16" = 1'-0"

PLAN VIEW @ ELEV. 705.67 FT

SO201

C

SO201

D

SO201

A

SO201

B

SO503

1 2 3 4 5 6 7 8 9

B

A

SO201

C

1 2 3 4 5 6 7 8 9

A

B

SO502

SO502

SO502

SO503

SO503

SO514

SO502

SO502

SO502

SO502

SO502

SO502

SO502

SO502

SO502

SO502

SO503

SO503

SO503

SO502

SO502

SO502

SO502

SO502

SO502

SO502

SO502

SO514

SO514

SO514

SO514

SO514

SO514

SO514

SO514

SO514

SO514

SO514

SO201

D

SO201

A

SO201

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

P O

R T

L A

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