A.01.38_-_Structural_Advertise_Plans.pdf

DESIGN DRAWINGS ARE NAVD 88. NVGD 29 + 3.62 = NAVD 88.

3. FIO DRAWINGS ARE ON BONNEVILLE DATUM (NGVD 29).

2. FIO DENOTES "FOR INFORMATION ONLY"

REQUIRED.

DENOTES ONLY CONTRACTOR REDLINE MARK-UPS ARE 6

FIO DRAWING IS FOR REFERENCE ONLYDENOTES5

FOLLOWING CONTRACT DRAWINGS

FIO DRAWING WAS REFERENCED BY THEDENOTES4

CONTRACT

FOLLOWING DRAWINGS AT THE COMPLETION OF THIS

FIO DRAWING WILL BE SUPERCEDED BY THEDENOTES3

CONTRACTOR

THE COMPLETION OF THIS CONTRACT BY THE

DRAWING SHALL BE UPDATED ATDENOTES2

COMPLETION OF THIS CONTRACT

FIO DRAWING IS OBSELETE AT THEDENOTES1

SHOWN BELOW:

1. SHEET ACTION NUMBER IDENTIFICATION KEY SHALL BE AS

FOR INFORMATION ONLY

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IDENTIFICATION

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PORTLAND DISTRICT

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THE FOLLOWING ABBREVIATIONS MAY BE USED ON THE DRAWINGS IN THIS VOLUMETHE FOLLOWING ABBREVIATIONS MAY BE USED ON THE DRAWINGS IN THIS VOLUME

MAX.

LP

LONG.

LTH

LT

LG.

LF.

LBF

L

KSI

JT.

JFR

IWRC

ISO JT

IS

INFO

IN.

I.L.

IF

IE

ID

HOR.

HSS

H.M.

H.D.

H

GV

GALV.

GAC

GA.

FWS

F.W.

FT.

FLG

F.H.

FG

F.F.

F.D.

F.B.

EXIST.

EXAM.

E.W.

EQ. SP.

E.J.

ELEV

EL

EF

EA.

DWL'S

DWG

D/S

DIP

DI

DIA.

D&G

DET.

CU

C.T.C.

CSK

CSP

CRES

CP

C.M.P.

CONT. JT.

CONT

CONN

CONC.

CLR

CL2

CJP

C.J.

CI

CF

CBORE

C/E JT

C TO C

C

B TO B

BRG

BLDG.

B.L.

B.H.C.

BG

B.F.

B.C.

AWS

ARV

ARCH.

APPROX.

AC

A.B.

ANCH.

= MAXIMUM

= LOW POINT

= LONGITUDINAL

= LENGTH

= LEFT

= LONG

= LINEAR FEET

= POUNDS FORCE

= ANGLE

= KIPS PER SQUARE INCH

= JOINT

= JUVENILE FISH RETURN

= INDEPENDENT WIRE ROPE CORE

= ISOLATION JOINT

= INSIDE

= INFORMATION

= INCH, INCHES

= INSIDE LAYER

= INSIDE FACE

= INVERT ELEVATION

= INSIDE DIAMETER

= HORIZONTAL

= HOLLOW STRUCTURAL SECTION/SHAPE

= HOLLOW METAL

= HEAVY DUTY

= HORIZONTAL

= GATE VALVE

= GALVANIZED

= GRANULATED ACTIVATED CARBON

= GAUGE

= FACILITY WATER SUPPLY

= FLAT WASHER

= FOOT, FEET

= FLANGE

= FLAT HEAD

= FINISH GRADE

= FAR FACE

= FLOOR DRAIN

= FLAT BAR

= EXISTING

= EXAMINATION

= EACH WAY

= EQUALLY SPACED

= EXPANSION JOINT

= ELEVATION

= EACH LAYER

= EACH FACE

= EACH

= DOWELS

= DRAWING

= DOWNSTREAM

= DUCTILE IRON PIPE

= DUCTILE IRON

= DIAMETER

= DRILL & GROUT

= DETAIL

= COPPER

= CENTER TO CENTER

= COUNTERSINK

= CORNER SUPPORT PIECE

= CORROSION RESISTING STEEL

= COMPLETE PENETRATION

= CORRUGATED METAL PIPE

= CONTRACTION JOINT

= CONTINUOUS

= CONNECTION

= CONCRETE

= CLEAR

= CHLORINE

= CENTERLINE

= COMPLETE JOINT PENETRATION

= CONSTRUCTION JOINT

= CAST IRON

= CUBIC FEET

= COUNTERBORE

= CONTRACTION JOINT/EXPANSION JOINT

= CENTER TO CENTER

= CHANNEL

= BACK TO BACK

= BEARING

= BUILDING

= BOTTOM LAYER

= BOLT HOLE CIRCLE

= BACK GOUGE

= BOTTOM FACE

= BOLT CENTERS

= ATTRACTION WATER SUPPLY

= AIR RELEASE VALVE

= ARCHITECTURAL

= APPROXIMATE

= ASPHALT CONCRETE

= ANCHOR BOLT

= ANCHOR

WWF

WCJ

WSE

W.S.

WP

WL

W/

VERT.

VC

VBS

V

U/S

UNO

TYP.

T.S.

TOW

TOS

TOF

TOC

T.O.

T.L.

T.J.

T.F.

T.B.D.

T & B

SYM

STC

STA.

S.S.

SQ

SPS

SHLDR

S.F.

STL.

STIR.

STD

STAG. SPL.

SIM

SHT

SCH

S.B.

STR

RT

R.O.

REQ'D

REINF.

REF

R.H.

RAD.

PVI

PVC

PTFE

PNT

PT

PSPD

PSIG

PSI

PSF

PRE-FAB

P/N

PLF

PL

PERF

PCF

PC

O TO O

OSAY

OS

OPP

O.L.

OF

O.D.

O.C.

O.A.L.

NTS

NPT

NPS

NOM

NO.

NF

N.C.

NAT.

MSE

MK

MECH.

M.B.

MIN

= WELDED WIRE FABRIC

= WALL CONSTRUCTION JOINT

= WATER SURFACE ELEVATION

= WATERSTOP

= WORK POINT

= WATERLINE

= WITH

= VERTICAL

= VERTICAL CURVE

= VERTICAL BARRIER SCREEN

= VERTICAL

= UPSTREAM

= UNLESS NOTED OTHERWISE

= TYPICAL

= TUBULAR STEEL

= TOP OF WALL

= TOP OF SLAB

= TOP OF FOOTING

= TOP OF CONCRETE

= TOP OF

= TOP LAYER

= TROWELED JOINT

= TOP FACE

= TO BE DETERMINED

= TOP AND BOTTOM

= SYMMETRICAL

= STEEL TROWELED CONCRETE

= STATION

= STAINLESS STEEL

= SQUARE

= SPACES

= SHOULDER

= SQUARE FOOT

= STEEL

= STIRRUP

= STANDARD

= STAGGER SPLICE

= SIMILAR

= SHEET

= SCHEDULE

= STRUCTURAL BOLT

= STRUCTURAL

= RIGHT

= ROUGH OPENING

= REQUIRED

= REINFORCEMENT

= REFERENCE

= ROUND HEAD

= RADIUS

= POINT OF VERTICAL INTERSECTION

= POLYVINYL CHLORIDE

= POLYTETRAFLOUROETHYLENE (TEFLON)

= POINT

= POINT OF TANGENCY (CIVIL SHEETS)

= POST SORT POOL DRAIN

= POUNDS PER SQUARE INCH, GAGE

= POUNDS PER SQUARE INCH

= POUNDS PER SQUARE FOOT

= PREVIOUSLY FABRICATED

= PART NUMBER

= POUNDS PER LINEAR FOOT

= PLATE

= PERFORATED

= POUNDS PER CUBIC FOOT

= POINT OF CURVATURE

= OUT TO OUT

= OUTSIDE STEM AND YOKE (VALVES)

= OUTSIDE

= OPPOSITE

= OUTSIDE LAYER

= OUTSIDE FACE

= OUTSIDE DIAMETER

= ON CENTER

= OVERALL LENGTH

= NOT TO SCALE

= NATIONAL PIPE THREAD

= NOMINAL PIPE SIZE

= NOMINAL

= NUMBER

= NEAR FACE

= NO CHAMFER

= NATURAL

= MECHANICALLY STABILIZED EARTH

= MARK

= MECHANICAL

= MACHINE BOLT

= MINIMUM

LEGEND

1. DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

* WHEN SHEET NUMBER

EQUALS "-", DETAIL APPEARS

ON THE SAME SHEET AS IT

WAS TAKEN

2. SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

* WHEN SHEET NUMBER

EQUALS "-", SECTION APPEARS

ON THE SAME SHEET AS IT

WAS TAKEN

SD101

SHEET SEQUENCE NUMBER

SHEET TYPE DESIGNATORS (1=PLANS)

LEVEL 2 DISCIPLINE DESIGNATOR (D=DEMOLITION)

(NOTE: IF DASH "-" USED INDICATES ALL OF THAT DISCIPLINE)

DISCIPLINE DESIGNATOR (S=STRUCTURAL)

3. SHEET IDENTIFICATION CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

(5 CHARACTERS EXACTLY NO MORE, NO LESS)

4. FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

AUTOCAD FILE EXTENSION

USER DEFINED (USE XXX AS PLACE HOLDER)

SHEET IDENTIFICATION NUMBER

(SEE SHEET NAMING CONVENTION ABOVE)

DXF1.101_SD101XXX.DWG

DRAWING SERIES NUMBER (CHARACTERS 4-9)

USER DEFINED (CHARACTERS 10-20)

(ENDS WITH AN UNDERSCORE SEPARATOR)

PROJECT CODE IDENTIFIER (CHARACTERS 1-3)

DETAIL

SCALE: X" = X'-X"SDXXX

SDXXX

SDXXX

A

SECTION

SCALE: X" = X'-X"SDXXX

A

LEGEND

1. DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

* WHEN SHEET NUMBER

EQUALS "-", DETAIL APPEARS

ON THE SAME SHEET AS IT

WAS TAKEN

2. SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

* WHEN SHEET NUMBER

EQUALS "-", SECTION APPEARS

ON THE SAME SHEET AS IT

WAS TAKEN

SD101

SHEET SEQUENCE NUMBER

SHEET TYPE DESIGNATORS (1=PLANS)

LEVEL 2 DISCIPLINE DESIGNATOR (D=DEMOLITION)

(NOTE: IF DASH "-" USED INDICATES ALL OF THAT DISCIPLINE)

DISCIPLINE DESIGNATOR (S=STRUCTURAL)

3. SHEET IDENTIFICATION CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

(5 CHARACTERS EXACTLY NO MORE, NO LESS)

4. FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

AUTOCAD FILE EXTENSION

USER DEFINED (USE XXX AS PLACE HOLDER)

SHEET IDENTIFICATION NUMBER

(SEE SHEET NAMING CONVENTION ABOVE)

DXF1.101_SD101XXX.DWG

DRAWING SERIES NUMBER (CHARACTERS 4-9)

USER DEFINED (CHARACTERS 10-20)

(ENDS WITH AN UNDERSCORE SEPARATOR)

PROJECT CODE IDENTIFIER (CHARACTERS 1-3)

DETAIL IDENTIFICATION

NUMBER

SHEET NUMBER ON WHICH

DETAIL APPEARS*

DETAIL IDENTIFICATION

NUMBER

SHEET NUMBER ON WHICH

DETAIL WAS TAKEN*

DETAIL SCALE

SECTION IDENTIFICATION

LETTER

SHEET NUMBER ON WHICH

SECTION APPEARS*

SECTION IDENTIFICATION

LETTER

SHEET NUMBER ON WHICH

SECTION WAS TAKEN*

SECTION SCALE

SECTION CUT FLAG

VIEW DIRECTION

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(FVB)

FISH VIEWING BLDG

POWERHOUSE

SECOND

EL. 90.0

INTAKE DECK

ADULT FISH LADDER

ADULT FISH LADDER

FOREBAY

N

R E V I R A

I M

L

C

PARKING

EL. 90.0

PARKING

PARKING PARKING

ADULT FISH LADDER

040' 40'

SCALE: 1"= 40'

G-006

SEE PLAN

ADULT FISH LADDER

CONTRACTOR STAGING AND LAYDOWN

OPTIONAL OVERFLOW AREA

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WASHINGTON SHORE - KEY PLAN

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B

DSM CONTROL BLDG

FLOW

F L O

W

N

5' 0 10' 20' 30'

"= 1'-0"16

1SCALE:

PLATFORM

LPS ACCESS FLUME FLUME

SD101 AND S-101

LOCATION SEE SHEET

WEIR MODIFICATIONS

ANTENNAS AND WALKWAY

EXISITNG PIT TAG

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IDENTIFICATION

SHEET

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ADULT FISH LADDER

ADULT FISH LADDER

FISH VIEWING BUILDING

ADULT FISH LADDER

FOREBAY

COLUMBIA RIVER

WALKWAY

BRIDGE

G E

C D

M D

H G

E

C D

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P

P E

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A D

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A S

S A

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V E

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N

B

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

WASHINGTON SHORE UPPER FISH LADDER

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

12"0 5'

"= 1'-0"4

1SCALE:

N

BOX TO REMAIN

EXISTING REFUGE

BOX TO BE RELOCATED

DENOTES EXISTING REFUGE

BAFFLE 1, 3, AND 5.

DEVICES. TYPICAL FOR

MOUNTS AND CLOSURE

DEMO EXISTING CAMERA

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

5' 0 10' 20' 30'

"= 1'-0"16

1SCALE:

N

REFUGE BOX TO REMAIN

DENOTES EXISTING

SEE NOTE 2.

EXISTING REFUGE BOXES.

REMOVE AND RELOCATE

ORIFICE. SEE NOTE 1

REMOVE EXISTING LAMPREY

(PIT TAG ANTENNAS AND WALKWAYS NOT SHOWN)

KEY PLAN: EXIT CONTROL SECTION

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

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IDENTIFICATION

SHEET

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SD101

S H

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SIM SIM

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FOR EXISTING REFUGE BOX DETAILS.

FLUSH WITH FLOOR OF LADDER. SEE SHEET S-101 FOR NEW REFUGE BOX LOCATION. SEE INFO DWG. SD501

RELOCATE 9 EXISTING REFUGE BOXES AS SHOWN. FILL ANCHOR HOLES WITH NON- SHRINK GROUT,2.

AT BAFFLE 1 ONLY. REFER TO SPEC SECTION 02 41 00.00 AND 03 30 00.10 FOR REQUIREMENTS.

REMOVE EXISTING ORIFICE INSERT AND BACKFILL OPENING WITH CEMENTITIOUS REPAIR MORTAR1.

NOTES:

B D

F -1 .1

S

D

X X

X .d g n

A D

V E

R T

IS

E W

N

B

INFORMATIONAL DRAWINGS

BDF-2-15/129

BDF-2-15/128

BDF-2-15/127

BDF-2-15/126.2

BDF-2-15/126.1

BDF-2-15/126

BDF-2-15/125.1

BDF-2-15/123

BDF-2-15/122

BDF-2-15/121

BDF-2-15/120

SD401

B

SD501

BDF-2-15/246

BDF-2-15/268

BDF-2-15/262

BDF-2-15/247

BDF-2-15/244

BDF-2-15/239

BDF-2-15/238

BDF-2-15/237

BDF-2-15/236

BDF-2-15/133

"=1'-0"4

1SCALE:

PARTIAL PLAN: CLOSE VIEW - EXIT CONTROL SECTION

LEGEND:

SD401

A

SD401

B

SD401

12"

SCALE: 1"= 1'-0"

6" 0 1'4'-0" MIN

FISH VIEWING WINDOW

TOP OF BAFFLE # 3

TOP OF BAFFLE # 1

TOP OF EXISTING WALKWAY

1'-6"

VIEWING BLDG

EXISTING WALL OF FISH

2'-10"

TOP OF BAFFLE # 5

4'-0" MIN

FLOOR OF FISHWAY

FISH VIEWING WINDOW

2'-9"

4"

6'-6"

6"

6'-6"

BAFFLES 3 & 5

INSIDE CORNER OF FILLET

(APPROX)

1" MIN SEE NOTE 1

1" MIN SEE NOTE 1

1" MIN SEE NOTE 1

1" MIN SEE NOTE 1

VIEWING BLDG

EXISTING WALL OF FISH

3'-9"

CONCRETE PANEL

EXISTING PRECAST

3'-0"

(T

Y P

O /C M

A X

ORIFICE DETAILS.

SEE SHEET S-501 FOR EXISTING

WITH SPEC SECTION 02 41 00.

BAFFLE 1 ONLY IN ACCORDANCE

DEMO EXISTING ORIFICE

12"

SCALE: 1"= 1'-0"

6" 0 1'

FEATURE TO BE REMOVED

DENOTES EXISTING

CONCRETE.

FLUSH WITH EXISTING

NON-SHRINK GROUT

AND PATCH WITH

ANCHOR MIN 1" BACK

ALL BAFFLES. CUT ALL

CLOSURE DEVICES AT

OF EXISTING ORIFICE

REMOVE AND DISPOSE

FOR FUTURE USE.

APPURTENANCES TO GOV'T.

PROVIDE CAMERA MOUNTS AND

NON-SHRINK GROUT.

1" BACK CONCRETE AND PATCH WITH

ANCHORS FLUSH WITH EXISTING MIN

AT ALL BAFFLES. CUT ALL CONCRETE

REMOVE EXISTING CAMERA MOUNTS

S O

L

IC

IT

A T

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N N

O

F

IL

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A M

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D E

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IG

N E

D B

Y

D E

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R

IP

T

IO

N M

A R

K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

E

54321

D

C

B

A

D R

A W

N B

Y

C H

E C

K E

D B

Y

EL 63.0

EL 73.0

EL 70.06

EL 69.5

CL

LAMPREY ORIFICE

EL 73.75

EL 71.5

4'-8" MAX

LAMPREY ORIFICE

(T Y

P

4'-8" MAX

(T Y

P

(T Y

P

LC

/1

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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

T H

E W D

H A

N S

O N P .E

A N

S I

D

G E

C D

R A

D

N R

H A

N S

O N

G E

C D

M

L E

V A

T

IO

N S

SD401

S H

IN

G T

O N S

H O

R E F

IS

H L

A D

D

N N

E V

IL

L E L

O C

K A

N D D

A M

O R

IF

IC

E S F

O R L

A M

P R

E Y P

A S

S A

G E

B D

F -1 .1

S

D

X X

X .d g n

A D

V E

R T

IS

E W

N

B

SD101

A

SCALE: 1"=1'-0"

ELEVATION: DOWNSTREAM FACE OF BAFFLE (TYP)

SD101

B

SCALE: 1"=1'-0"

ELEVATION: UPSTREAM FACE OF BAFFLE (TYP)

LEGEND:

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

DETAILS.

FOR REFUGE BOX INSTALLATION

SEE NOTE 5. SEE SHEET S-502

NEW REFUGE BOX LOCATION

12"0 5'

"= 1'-0"4

1SCALE:

N

B A

F F

L E

5' 0 10' 20' 30'

"= 1'-0"16

1SCALE:

N

EXISTING ORIFICE

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

B A

F F

L E

SEE S-501 FOR DETAILS

SHOWN ON THIS SHEET.

TYPICAL ALL ODD NUMBER BAFFLES

INSTALL NEW LAMPREY ORIFICE.

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

E

54321

D

C

B

A

/1

/2

BORDER VERSION UPDATE [08-2013]

Sheet NameSHEET NAME:g2ecdrad BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 8/15/2018 8:45:43 AM

D R

A W

N B

Y

C H

E C

K E

D B

Y

FISH VIEWING BUILDING

F

LO

W

FLOW

/1

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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

T H

E W D

H A

N S

O N P .E

A N

S I

D

G E

C D

R A

D

N R

H A

N S

O N

G E

C D

M

X

IT

I

C O

N T

R O

L S

E C

T

IO

N

P A

R T

IA

L P

L A

N

S-101

IF

IC

E S F

O R L

A M

P R

E Y P

A S

S A

G E

W A

S H

IN

G T

O N S

H O

R E F

IS

H L

A D

D

N N

E V

IL

L E L

O C

K A

N D D

A M

B D

F -1 .1

S -1

X X

X .d g n

STRUCTURAL NOTES:

LOCATION OF EACH BOX ON SITE WITH THE COR.

BAFFLES 7-17,14, AND 16. LOCATIONS SHOWN ARE APPROXIMATE DETERMINE EXACT

RELOCATE 9 XISTING REFUGE BOXES ON THE FISHWAY FLOOR ADJACENT TO ODD NUMBERS5)

ASTM A240 TYPE 304 UNLESS NOTED OTHERWISE.

ALL STAINLESS STEEL SHAPES, PLATES, AND BARS SHALL MEET REQUIREMENTS OF ASTM A276 OR 4)

A DESIGNATED TYPE AND SIZE SHALL BE SEAL WELDED.

ALL WELDS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED. EVERY ACCESSIBLE JOINT NOT HAVING 3)

SITUATIONS AND SHALL NOT BE USED FOR OVERHEAD INSTALLATION SITUATIONS.

WRITTEN RECOMMENDATIONS. ADHESIVE ANCHORS SHALL NOT BE USED IN CONTINUOS TENSION

SHALL BE AS INDICATED ON THE DRAWINGS AND INSTALLED PER MANUFACTURER'S PUBLISHED

COMPARABLE TO THE HILTI STANDARD MAY BE USED UPON APPROVAL. CONRETE ANCHORS

HILTI PRODUCTS. OTHER MANUFACTURERS PRODUCTS THAT MEET AN ESR STANDARD

ESR-2302, ESR-2322 AND/OR ESR-3013 EVALUATION REPORTS THAT ARE USING VARIOUS

POST INSTALLED ANCHORS SHALL MEET ONE OF THE FOLLOWING ESR-1546, ESR-1917, 2)

SEE PECIFICATION SECTION 05 50 14.00 25 FOR NEW FABRICATION.1)

A D

V E

R T

IS

E W

N

B

S-401

B

"=1'-0"4

1SCALE:

PARTIAL PLAN: EXIT CONTROL SECTION

INFORMATIONAL DRAWINGS

BDF-2-15/129

BDF-2-15/128

BDF-2-15/127

BDF-2-15/126.2

BDF-2-15/126.1

BDF-2-15/126

BDF-2-15/125.1

BDF-2-15/123

BDF-2-15/122

BDF-2-15/121

BDF-2-15/120

BDF-2-15/246

BDF-2-15/268

BDF-2-15/262

BDF-2-15/247

BDF-2-15/244

BDF-2-15/239

BDF-2-15/238

BDF-2-15/237

BDF-2-15/236

BDF-2-15/133

SCALE 1/16"=1'-0"

KEY PLAN: EXIT CONTROL SECTION

AS-BUILT LOCATIONS

SEE S0501 FOR

12"

SCALE: 1"= 1'-0"

6" 0 1'

FISH LADDER WALL

BAFFLE FILLET

INSIDE CORNER OF

4'-8" MAX

4'-0" MIN

FLOOR OF FISHWAY

FISH LADDER WALL

4'-8" MAX

4'-0" MIN

FLOOR OF FISHWAY

T

Y P

BAFFLE FILLET

INSIDE CORNER OF

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

E

54321

D

C

B

A

D R

A W

N B

Y

C H

E C

K E

D B

Y

EL 63.0

LAMPREY ORIFICELC

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

E

C D

R

N N

E V

IL

L E L

O C

K A

N D D

A M

/1

/2

G E

C D

M D

H W

A S

H

IN

G T

O N S

H O

R E F

IS

H L

A D

D E

R

T

H E

W D

H A

N S

O N P .E

A N

S I

D

N R

H A

N S

2 2 1

LAMPREY ORIFICE LC

1. UPSTREAM BAFFLES BEYOND NOT SHOWN FOR CLARITY.

NOTES:

O R

IF

IC

E S F

O R L

A M

P R

E Y P

A S

S A

G E

S E

C T

IO

N S

B D

F -1 .1

S -4

X X

X .d g n

A D

V E

R T

IS

E W

N

B

S-101

A

SCALE: 1"=1'-0"

ELEVATION: DOWNSTREAM FACE OF BAFFLE (TYP)

S-101

B

SCALE: 1"=1'-0"

ELEVATION: UPSTREAM FACE OF BAFFLE (TYP)

S-501

12 GAUGE (TYP)

SHEET

S.S. STEEL

FLOOR

FISHWAY

EXISTING

SEE NOTE 5

TO EXISTING FLOOR SURFACE

EPOXY MASTIC TROWEL FLUSH

SEE NOTES

NEW S.S. LAMPREY ORIFICE INSERT

4"8" MAX

4"R

4"R

CJP (TYP), SEE NOTE 8

CJP (TYP)

SEE NOTE 8

CJP (TYP)

CJP (TYP)

SEE NOTES (TYP)

WITH ADHESIVE INSERT ANCHORS

" S.S BUTTONHEAD CAP SCREWS8

" R2

SEE NOTES (TYP)

WITH ADHESIVE INSERT ANCHORS

" S.S. BUTTONHEAD CAP SCREWS8

SEE NOTES 3,4, & 5

AND SMOOTH SURFACE AFTER INSTALLATION (TYP)

FOR NEW LAMPREY ORIFICE, FILL WITH NON- SHRINK GROUT

REMOVE CONCRETE AND EXISTING REINFORCING BARS

"8 11'-

2"2'-0"2"

1'-4"

EDGE EXISTING 45° FILLET

" MIN, 4'-8" MAX TO WALL OF FISH VIEWING BLDG SEE NOTE 34

14'-1

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

E

54321

D

C

B

A

/1

/2

BORDER VERSION UPDATE [08-2013]

Sheet NameSHEET NAME:g2ecdrad BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 8/15/2018 8:47:13 AM

D R

A W

N B

Y

C H

E C

K E

D B

Y

DOWNSTREAM SIDE

NOT SHOWN FOR CLARITY

CONCRETE ANCHORS AND EXISTING CONCRETE

FL

O

W

FLOW

CL

(T Y

P

(TYP)

(T Y

P

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

E

C D

R A

D G

E

C D

M D

S-501

N N

E V

IL

L E L

O C

K A

N D D

A M

/1

/2

:1

W A

S H

IN

G T

O N S

H O

R E F

IS

H L

A D

D

T

H E

W D

H A

N S

O N P .E

A N

S I

D

N R

H A

N S

IF

IC

E S F

O R L

A M

P R

E Y P

A S

S A

G E

D E

T A

IL

S

L A

M P

R E

Y O

R

IF

IC

E

FILLER METAL SHALL BE LOW CARBON. GRIND ALL GROOVE WELDS FLUSH AT EXPOSED SURFACES.

ALL WELDS SHALL CONFORM TO AWS D1.6. CONTINUOUS FORMED PLATE IS ACCEPTABLE IN LIEU OF WELDS.8.

ALL SHEET STEEL SHALL BE 12 GAUGE AISI 316L STAINLESS STEEL.7.

TO PREVENT THE SCREWS FROM LOOSENING. EXPANSION - TYPE ANCHORS WILL NOT BE ACCEPTED.

HEX CAP SCREWS AND ADHESIVE INTERNAL - THREADED INSERT ANCHORS. ALL SCREWS SHALL BE TACK WELDED

" Ø AISI 304 S.S. BUTTONHEAD8

3S.S. LAMPREY ORIFICE INSERTS SHALL BE ANCHORED TO BAFFLES WITH 6.

AND TROWEL FLUSH TO EXISTING FISHWAY FLOOR AT EL. 63.0. SEE SPECIFICATIONS

FILL OVERCUT AT BOTTOM SURFACE OF ORIFICE WITH EPOXY MASTIC, SPLASH ZONE OR APPROVED EQUAL, 5.

SMOOTH.

INSERT IN THE CUT HOLE, THEN GROUT BEHIND THE NEW S.S. ORIFICE INSERT. TROWEL ALL EXPOSED GROUT SURFACES

" OVER-CUT FOR GROUT AND PLACE NEW S.S. LAMPREY ORIFICE4

3EXISTING WEIR WALL WITH A CUT NEW HOLE IN 4.

REBAR.

IN ORDER TO MINIMIZE THE AMOUNT OF REBAR TO BE CUT. MAINTAIN 2" MINIMUM GROUTED CLEAR COVER FOR REMAINING

REBARS USING GROUND PENETRATING RADAR AND SHIFT THE LOCATION OF THE ORIFICE WITHIN THE LIMITS SHOWN

BEFORE REMOVING CONCRETE FOR THE NEW LAMPREY ORIFICES, FIELD LOCATE NO. 4 & NO. 63.

U/S FACE OF INSERTS DO NOT PROTRUDE BEYOND PLANE OF WALL.

EXISTING BAFFLE DIMENSIONS MAY VARY. GRIND U/S EDGE OF INSERT AS REQUIRED SO THAT2.

A TOTAL OF SIX ORIFICES WITH INSERTS REQUIRED.1.

NOTES:

B D

F -1 .1

S -5

X X

X .d g n

A D

V E

R T

IS

E

" MIN4

W

N

B

SECTION: ORIFICE

SCALE: 6"=1' -0"

PLAN: ORIFICE INSERT

SCALE: 6"=1' -0"

SCALE: 6"=1'-0"

ELEVATION: LAMPREY ORIFICE (TYP)

S-401

ISOMETRIC VIEW: ORIFICE INSERT

SCALE: NTS

FLOOR OF FISH LADDER

"8 32'- 2

2""16 52 2"

EDGES OF FLANGES

" BEVEL AT UPPER8

145°x

120°

0°

SEE NOTES.

THREADS INTO INTERNALLY THREADED DROP IN ANCHOR.

LENGTH WHICH 16

15" DIA. HOLE, FULLY THREADED, 18

-16 ROD END,8

3" OFFSET, 64

7" DIA. CAM WITH A 16

15HOLE,

" DIA.8

3" WIDTH, 8

1HANDLE 5" LENGTH, DOUBLE CAM BODY 1

300 SERIES STAINLESS STEEL FAST ACTION CLAMP ASSEMBLY,

0°

TO BE FLUSH WITH THE FLANGES

TRIM OR GRIND BOTTOM EDGE

" �16

" �16

1"

1"

120°

"8

" BEVEL (TYP)8

145°x

CJP (TYP)

CJP (TYP)

U/S END PLATE BEYOND

BACKING, SEE NOTE 8

FOOD- GRADE POLYCHLOROPRENE

SEE NOTE 6

BEND UP (TYP)

SEE NOTE 6

BEND DOWN (TYP)

2"

"2

"16

"4 31'-5

"8 32'-11

S

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

E

54321

D

C

B

A

D R

A W

N B

Y

C H

E C

K E

D B

Y

F L

O W

F

LO

W

(TYP)

(T Y

P

CLAMP NOT SHOWN FOR CLARITY

(TYP)

REFERENCE VIEW

VIEW IS ROTATED 90° CCW FROM

/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

T H

E W D

H A

N S

O N P .E

A N

S I

D

G E

C D

R A

D

N R

H A

N S

O N

G E

C D

M

T

A

IL

S

R E

F U

G E B

O X

E S

S-502

IF

IC

E S F

O R L

A M

P R

E Y

P A

S S

A G

E W

A S

H

IN

G T

O N S

H O

R E F

IS

H L

A D

D

N N

E V

IL

L E L

O C

K A

N D D

A M

B D

F -1 .1

S -5

X X

X .d g n

CONTACT WITH CONCRETE.

BACKING AT ENTIRE BOTTOM SURFACE OF FLANGES TO PREVENT ALUMINUM

", THICK FOOD- GRADE POLYCHLOROPRENE PADS WITH ADHESIVE16

1PROVIDE 8.

EXISTING CONCRETE FLOOR NOT SHOWN.7.

MINIMUM BEND RADIUS IS TWICE THE PLATE THICKNESS.6.

ANCHOR OR APPROVED EQUAL.

" S.S. HIS-NR, HY-HIT 500 V3 ADHESIVE.8

3CONCRETE ANCHOR SHALL BE HILTI HDI 5.

REFUGE BOX SHALL SIT FLUSH WITH THE FLOOR.4.

" RADIUS MINIMUM.16

1BREAK ALL EDGES AND CORNERS TO 3.

" PLATE EXCEPT AS NOTED.16

3MATERIAL 5052 ALUMINUM 2.

DETAILS SHOWN ARE FOR REMOVAL AND INSTALLATION PURPOSES ONLY.

1. FABRICATION OF NEW REFUGE BOXES IS NOT REQUIRED.

NOTES:

A D

V E

R T

IS

E W

N

B

SCALE: NTS

PLAN VIEW: REFUGE BOX

ISOMETRIC: REFUGE BOX

ELEVATION: U/S END

DETAIL: U/S CLAMP SLOT

DETAIL: D/S CLAMP SLOT

DETAIL: U/S OPENING

DETAIL: CLAMP W/ ANCHOR