Drawings SR701_SR101_AMDT 0004.pdf

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Attached to
Dexter Adult Fish Facility Upgrades
Solicitation number
W9127N23R0005
Issued by

About this file

This document includes drawings and specifications for the Dexter Adult Fish Facility Upgrades project solicitation. The U.S. Army Corps of Engineers is soliciting proposals to upgrade features and systems at the Dexter Fish Facility in Oregon to meet criteria from the National Marine Fisheries Service. Major work includes improvements and additions to the fish ladders, screens, and return water systems. The period of performance is from March 2023 to November 2026. The estimated value of construction is between $25-100 million. The solicitation is unrestricted and open to all. The NAICS code is 237990 for heavy and civil engineering construction.

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Text version

FISH LADDER ENTRANCE

NEW FISH LADDER

EXIST. FISH LADDER

STRUCTURE

NEW PRESORT POOL

12"0 5'

"= 1'-0"4

1SCALE:

NEW FISH LADDER CROSSING

NEW AWS INLET

NEW AWS INLET

NEW AWS PIPE

NEW AWS CONC. ENCASEMENT

NEW CONC. STRUT

CONC. FOUNDATION

NEW FISH LADDER

"4 132'-5

"4 133'-5

TO MOUTH OF INLET

SLOPE NEW CONC.

1'-0"

"4 132'-5"16

1113'-10

"16 1113'-10

NEW AWS INLET AND PIPE

EXIST. SLOPE

SLOPE TO MATCH

STRUT TYP UNO

EXIST. CONC.

TO-RIVER PIPE

NEW RETURN-

NEW GUARDRAIL

TYP UNO

EXIST. GUARDRAIL

STRUT TYP UNO

EXIST. CONC.

NEW CONC. STRUT

NEW AWS CONC. ENCASEMENT

NEW AWS PIPE

STRUT

NEW CONC.

FISH LADDER WALL

EXIST. CONC.

FISH LADDER WALL

EXIST. CONC.

"4 132'-5

2'-0"

FISH LADDER WALL

EXIST. CONC.

FISH LADDER WALL

EXIST. CONC.

TO COMPETENT ROCK

EXIST. SLOPE, EXCAVATE

SLOPE TO MATCH

1'-0"

NEW FISH SCREEN 2

NEW GRATING

NEW AWS PIPE

DEBRIS TROUGH

NEW PLATFORM AND

SCREEN 2

NEW FISH

NEW AWS INLET

NEW FISH SCREEN 2 SILL

GUIDE RAIL TYP.

SCREEN 2

NEW FISH

NEW GRATING

GUARDRAIL

AND REMOVABLE

DEBRIS TROUGH,

NEW PLATFORM,

D

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IDENTIFICATION

SHEET

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R of Engineers

US Army Corps

/1

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NOTE: NOT ALL FEATURES SHOWN FOR CLARITY.

LOCATION

POND #1

LOCATION

POND #2

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SEE SK516 FOR NEW FISH SCREENS AND GRATING DETAILS.1.

NOTES:

J A

N

SCALE: NTS

KEY PLAN

A

A

" = 1'-0"4

1SCALE:

SECTION

" = 1'-0"4

1SCALE:

DETAIL: AWS INLET PLAN OVERVIEW

SR701

B

SCALE: NTS

AWS INLET ISOMETRIC - LOOKING SOUTHEAST

PORTLAND DISTRICT

12" 0

"= 1'-0"2

1SCALE:

1' 2' 3' 4'

1/2

TYP

NEW CONC. STRUT

STRUT

NEW CONC.

1'-0"

NEW MASS CONC.

NEW MASS CONC.

WATERSTOP

NEW AWS INLET

648.00 NAVD88

MAX ELEVATION

@12" O.C.

" � X 4" STUDS

AWS INLET FLANGE

SLOPE TO MEET

WALL

FISH LADDER

EXIST. CONC.

CONC.

NEW MASS

CONC.

NEW MASS

"= 1'-0"8

3SCALE:

12" 0 2' 4' 6'

1'-6"9"

TOP AND BOTTOM

3 #7

CONC. STRUT

NEW 12" X 12"

WALL TYP. UNO

FISH LADDER

EXIST. CONC.

M

IN

CONC.

NEW MASS

NEW AWS INLET

C L

R

C L

R

FISH LADDER WALL

EXIST CONC.

WATERSTOP

SEE NOTE 5

2" CLR TYP

STARTER BARS

#7 EMBEDDED

#4 STIRRUPS @12" O.C.

(8) #7 BARS

#9@12" O.C.

#9@12" O.C.

#6 HOOPS@12" O.C.

WALL

FISH LADDER

EXIST. CONC.

CONC.

NEW MASS

T Y

P"

6"

NEW CONC.

EXIST. CONC.

TYP.

BATTEN BAR

BOLT AND

SS ANCHOR

EPOXY SEAL

PVC WATERSTOP

#9 @ 12" O.C. EA FACE EA WAY

A F

A C

E E

A W

A Y

1'-0"

THIS SHEET

SEE SECTION D

INTO EXTENSION,

EXTEND REINF.

HOOPS

#6 @ 12" O.C.

HOOPS

#6 @ 12" O.C.

#9 @ 12" O.C.

FACE BARS#9 @ 12" O.C.

ALL SIDES

" � X 4" STUDS @12" O.C,

ALL SIDES

" � X 4" STUDS @12" O.C TYP,

ALL SIDES

" � X 4" STUDS @12" O.C. TYP.

FISH LADDER WALL

EXIST CONC.

FISH LADDER WALL

EXIST CONC.

REFER TO SHEET MK502 FOR INLET DETAILS

INTO ROCK

GROUTED

SPACED,

EVENLY

(8) #7

THIS SHEET

SEE NOTE 6

WATERSTOP,

D

C

A

B

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IT

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IDENTIFICATION

SHEET

1 2 3 4 5 6

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D E

S C

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IP

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IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

/1

/2

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T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

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R S

P O

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L A

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IS

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A M A

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A N

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/1

/2

W

N

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SR701

J

F F M

R O

B E

R T S P .E

NOTE: NOT ALL FEATURES SHOWN FOR CLARITY.

D X

F .1

S

R .d g n

SEE NOTE 3

R E

IN

F O

R C

E M

E N

T

NOTE: ADDITIONAL REINFORCEMENT NOT SHOWN FOR CLARITY.

H E

N

IN

G E

R ,P

MATERIAL.

STUDS TO BE MADE OF MATERIAL COMPATIBLE WITH INLET7.

TO FORM CONTINUOUS SEAL.

WATERSTOPS TO BE JOINEDAGAINST EXISTING CONCRETE.

PVC WATERSTOPS TO BE USED TO SEAL NEW CONCRETE6.

DESIGN FOR APPROVAL.

WALL PRIOR TO PLACEMENT OF MASS CONCRETE. SUBMIT

CONTRACTOR MUST PROVIDE TEMPORARY BRACING FOR5.

BARS OF NEW STRUT.

REINFORCEMENT PRIOR TO DRILLING STARTER

CONTRACTOR MUST DETERMINE POSITION OF EXISTING4.

(AS INDICATED BY ) EXCEPT FOR FRONT FACE.

DIRECTIONS. ACI 90° HOOKS TO BE USED ON ALL FACES

OUTSIDE FACES. USE #9 @ 12" SPACING IN BOTH

TEMP / SHRINKAGE REINFORCEMENT ON ALL 3.

SEE S-00L FOR STRUCTURAL NOTES.2.

SEE G-001 FOR GENERAL NOTES1.

NOTES:

M .D .H

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

J A

N

C

" = 1'-0"4

1SCALE:

SECTION

C

D

G

" = 1'-0"2

1SCALE: 1

DETAIL

" = 1'-0"2

1SCALE: 1

DETAIL

E

E

" = 1'-0"8

3SCALE:

SECTION

F

F

" = 1'-0"8

3SCALE:

SECTION

G

" = 1'-0"8

3SCALE:

SECTION

D

" = 1'-0"8

3SCALE:

SECTION - PIPE OUTLET

H

" = 1'-0"8

3SCALE:

SECTION

H

SCALE: NTS

WATERSTOP DETAIL

SR101

B

" = 1'-0"4

1SCALE:

SECTION - AWS INLET PLAN

PORTLAND DISTRICT

BI_10047261_DXF1.101_SR101-Sheet Name-000
BI_10055592_DXF1.101_SR701_AMDT 0004

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