B.08 7N23R0007 TDA Lamprey Plans.pdf

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US Army Corps of Engineers Portland District

THE DALLES LOCK AND DAM

FY19 FISH ACCORDS LAMPREY

THIS PROJECT WAS DESIGNED BY THE PORTLAND

DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.

THE INITIALS OR SIGNATURES AND REGISTRATION

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE

PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

PATRICK L. DUYCK, P.E. MARK J. SAWKA, P.E.

CHIEF, DESIGN BRANCH CHIEF, ENGINEERING & CONSTRUCTION DIVISION

MICHAEL D. HELTON, PMP

COLONEL, CORPS OF ENGINEERS

DISTRICT COMMANDER

DATE:

SOLICITATION NUMBER: W9127N23R0007

30 March 2023

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NOTES:

PRINTED IN COLOR.

3. ALL SHEETS IN THE PLANS AND SPECIFICATION DRAWING SET ARE INTENDED TO BE

2. FIO DENOTES "FOR INFORMATION ONLY"

DENOTES FIO DRAWING IS FOR REFERENCE ONLY5

DENOTES FIO DRAWING WAS REFERENCED BY THE FOLLOWING CONTRACT DRAWINGS4

AT THE COMPLETION OF THIS CONTRACT

DENOTES FIO DRAWING WILL BE SUPERCEDED BY THE FOLLOWING DRAWINGS3

BY THE CONTRACTOR.

DENOTES DRAWING MUST BE UPDATED AT THE COMPLETION OF THIS CONTRACT2

DENOTES FIO DRAWING IS OBSOLETE AT THE COMPLETION OF THIS CONTRACT1

1. SHEET ACTION NUMBER IDENTIFICATION KEY MUST BE AS SHOWN BELOW:

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1. SEE SHEET G-001 FOR SHEET ACTION NUMBER IDENTIFICATION KEY.

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SYMBOL

IDENTIFICATION

DETAIL

APPEARS *

WHICH DETAIL

SHEET NUMBER ON

IT WAS TAKEN

THE SAME SHEET AS

DETAIL APPEARS ON

CHARACTER IS USED,

* WHEN A DASH, "-",

1. DETAILING CONVENTION MUST BE INTERPRETED AS SHOWN BELOW:

WAS TAKEN *

WHERE DETAIL

SHEET NUMBER

WAS TAKEN *

NUMBER WHERE SECTION

SHEET IDENTIFICATION

APPEARS *

ON WHICH SECTION

SHEET IDENTIFICATION

SYMBOL

IDENTIFICATION

SECTION

WAS TAKEN

THE SAME SHEET AS IT

SECTION APPEARS ON

CHARACTER IS USED,

* WHEN A DASH, "-",

BE INTERPRETED AS SHOWN BELOW:MUST2. SECTIONING CONVENTION

FOR DETAILS

NUMERIC VALUE

FOR SECTIONS

ALPHA VALUE

LEGEND:

BE INTERPRETED AS SHOWN BELOW:MUST6. "INVENTOR" SHEETS FILE NAME CONVENTION

NOTED IN LEGEND NOTE 4 ON THIS SHEET:

BE INTERPRETED AS SHOWN BELOW, EXCEPT ASMUST3. SHEET IDENTIFICATION CONVENTION

BE INTERPRETED AS SHOWN BELOW:MUST4. "MICROSTATION" / "AUTOCAD" SHEET FILE NAME CONVENTION

BE INTERPRETED AS SHOWN BELOW:MUST5. "MICROSTATION" / "AUTOCAD" MODEL FILE NAME CONVENTION

AS SHOWN BELOW:

BE INTERPRETEDMUST7. "INVENTOR" MODEL FILE NAME CONVENTION

ME-zzzzzzzzzzz.IPT

LEGEND NOTES 10 THRU 11)

AREA FEATURE (SEE

(SEE LEGEND NOTE 9)

DISCIPLINE

DASH SEPARATOR, "-" (REQUIRED)

MODEL DESCRIPTION (USER DEFINED) REQUIRED

"INVENTOR" FILE EXTENSION (.IPT, .IAM)

NOTES 10 THRU 11)

AREA FEATURE (SEE LEGEND

DISCIPLINE (SEE LEGEND NOTE 9)

(SEE LEGEND NOTE 8)

TYPE DESIGNATOR

SEQUENCE NUMBER (00 THRU 99)

SE302

(BY CADD MANAGEMENT)

SERIES CODE (ASSIGNED

(F = FISH PASSAGE)

MAJOR PROJECT FEATURE

(DD = THE DALLES)

PROJECT CODE

DISCIPLINE (SEE LEGEND NOTE 9)

AREA FEATURE (SEE LEGEND NOTES 10 THRU 11)

USE "0" FOR UNUSED SPACES)

USER DEFINED(3 CHARACTERS ONLY;

USE "XXX"

"INVENTOR" SHEETS FILE EXTENSION

DDF1.107G-000XXX.IDW

PROJECT DATUM SUBTRACT 3.27 FEET FROM THE ELEVATION"

ELEVATIONS ADD 3.27 FEET. FOR CONVERTING FROM CURRENT DATUM TO ORIGINAL

"TO CONVERT FROM THE ORIGINAL PROJECT DATUM ELEVATIONS TO CURRENT DATUM

DATUM AND THE CURRENT DATUM (NAD88) SEE BELOW:

CONSTRUCTION OF THE DAM. TO CONVERT BETWEEEN THE ORIGINAL CONSTRUCTION

2. THE DATUM USED IN THE CONTRACT DRAWINGS IS THE ORIGINAL DATUM USED IN THE

1. SEE SHEETS G-001 THRU G-002 FOR DRAWING INDEX.

GENERAL NOTES:

DISCIPLINE (LEGEND SEE NOTE 9)

AREA FEATURE (SEE LEGEND NOTES 10 THRU 11)

SHEET TYPE (SEE LEGEND NOTE 8)

SEQUENCE NUMBER (00 THRU 99)

USE "XXX"

"AUTOCAD" FILE EXTENSION (.DWG)

"MICROSTATION" FILE EXTENSION (.DGN)

BY CADD MANAGEMENT)

SERIES CODE (ASSIGNED

(F = FISH PASSAGE)

MAJOR PROJECT FEATURE

(DD = THE DALLES)

PROJECT CODE

DDF1.107G-102XXX.DGN

DDF1.107zzzzzzzzzzzG-3DXXXX.DGN

(11) CHARCTERS MAX. OMIT IF NOT USED

MODEL DESCRIPTION (USER DEFINED)

BY CADD MANAGEMENT)

SERIES CODE (ASSIGNED

(F = FISH PASSAGE)

MAJOR PROJECT FEATURE

(DD = THE DALLES)

PROJECT CODE

DISCIPLINE (SEE LEGEND NOTE 9)

DASH SEPARATOR, "-" (REQUIRED)

MODEL FILE TYPE (3D OR 2D)

USE "XXX"

USE "X" FOR UNUSED SPACES)

USER DEFINED(1 CHARACTER ONLY;

"AUTOCAD" FILE EXTENSION (.DWG)

"MICROSTATION" FILE EXTENSION (.DGN)

FOR CONVERTING FROM CURRENT DATUM TO ORIGINAL PROJECT DATUM SUBTRACT 3.27 FEET FROM THE ELEVATION"

"TO CONVERT FROM THE ORIGINAL PROJECT DATUM ELEVATIONS TO CURRENT DATUM ELEVATIONS ADD 3.27 FEET.

TO CONVERT BETWEEEN THE ORIGINAL CONSTRUCTION DATUM AND THE CURRENT DATUM (NAD88) SEE BELOW:

12. THE DATUM USED IN THE CONTRACT DRAWINGS IS THE ORIGINAL DATUM USED IN THE CONSTRUCTION OF THE DAM.

LAMPREY PASSAGE WATER SUPPLY SYSTEMDENOTESG

LAMPREY PASSAGE SYSTEMDENOTESF

MECHANICAL DEMOLITIONDENOTESD

MECHANICAL GENERAL FEATURES (OR "ALL SHEETS ARE MECHANICAL")DENOTES-

BE AS SHOWN BELOW:MUST

11. MECHANICAL AREA FEATURE DESIGNATOR FOR "M" SHEETS IDENTIFICATION

NORTH AND SOUTH FISHWAY ENTRANCES LIFTING BEAM MODIFICATIONSDENOTESN

EAST AND WEST FISHWAY ENTRANCES LIFTING BEAM MODIFICATIONSDENOTESL

STRUCTURAL DEMOLITIONDENOTESD

STRUCTURAL GENERAL FEATURES (OR "ALL SHEETS ARE STRUCTURAL")DENOTES-

BE AS SHOWN BELOW:MUST

10. STRUCTURAL AREA FEATURE DESIGNATOR FOR "S" SHEETS IDENTIFICATION

ELECTRICALDENOTESE

MECHANICALDENOTESM

STRUCTURALDENOTESS

GENERALDENOTESG

BE AS SHOWN BELOW:MUST

9. ENGINEERING DISCIPLINE DESIGNATOR FOR SHEET IDENTIFICATION

USER DEFINEDDENOTES8

REINFORCEMENT (USER DEFINED)DENOTES7

SCHEDULES AND SCHEMATICSDENOTES6

DETAILSDENOTES5

ENLARGED VIEWSDENOTES4

SECTIONSDENOTES3

ELEVATIONSDENOTES2

PLANSDENOTES1

GENERALDENOTES0

SHOWN BELOW:

BE ASMUST8. TYPE DESIGNATOR FOR SHEET IDENTIFICATION

X-3##

XX

X-5##

SCALE: NONE

DETAIL

X-5##

X-1##

XX

" = 1'-0"8

3SCALE:

SECTION

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OREGON

WASHINGTON

LONGVIEW

VANCOUVER

ASTORIA

PORTLAND

SALEM

INTERSTATE

INTERSTATE

INTERSTATE

W I L

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REV

I

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HOOD RIVER

THE DALLES

COLUMBIA RIVER

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MILES

0 10 20 30 40 50

DISTRICT BOUNDARY MAP

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PROJECT LOCATION

PROJECT LOCATION

SYSTEM LOCATION

LAMPREY PASSAGE

PROJECT PHOTO

LOCAL VICINITY MAP

SITE PLAN

EAST FISH LADDER

ENTRANCE

EAST FISH

P O

W E R

H O

U S E

NON-

OVERFL

OW

DAM

TAILRACE

ENTRANCE

EAST FISH

ENTRANCE

NORTH FISH

ENTRANCE

WEST FISH

ENTRANCE

SOUTH FISHWAY

SYSTEM LOCATION

LAMPREY PASSAGE

LAKE CELILO

SCALE: NONE

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STAG.

SPL.

7'-6" 1'-6"

NO BURRS, OFFSETS OR ROUGH AREAS.

ALL WELDS MUST BE GROUND SMOOTH SUCH THAT THERE ARE7.4

ALL-AROUND FILLET WELD PER AISC MINIMUM WELD SIZE.

TYPE AND SIZE OF WELD MUST PREVENT WATER LEAKAGE - AN

NOTED. EVERY ACCESSIBLE JOINT NOT HAVING A DESIGNATED

ALL WELDS MUST BE CONTINUOUS UNLESS OTHERWISE7.3

OFFICER.

ON THE DRAWINGS OR AUTHORIZED BY THE CONTRACTING

FIELD WELDING WILL NOT BE PERMITTED UNLESS SHOWN7.2

CONTRACTING OFFICER AND ENGINEER.

BE PERMITTED EXCEPT BY WRITTEN PERMISSION FROM THE

WELDING THAT IS NOT SHOWN ON THE DRAWINGS WILL NOT

ALL WELDING MUST CONFORM TO AWS CODES D1.1 CODE.7.1

WELDING7.

PLACED CONCRETE.

OF BOND BETWEEN THE REINFORCING BARS AND FRESHLY

FORMS MUST BE SUPPORTED TO PREVENT THE BREAKING

ANY VERTICAL REINFORCEMENT PROJECTING ABOVE THE6.9

DETAILED IN THE DRAWINGS.

CONTINUE ACROSS CONSTRUCTION JOINTS AS

EXPANSION OR CONTRACTION JOINT. REBAR MUST

REINFORCING BARS MUST NOT CONTINUE ACROSS AN6.8

ALL BARS MUST BE SPACED AS SHOWN ON DRAWINGS.6.7

TO BE POWDER COATED SAFETY YELLOW.

TRANSPORTATION STANDARD DETAIL RD130. BOLLARDS

ACCORDANCE WITH OREGON DEPARTMENT OF

PROVIDE STANDARD REMOVABLE VEHICLE BOLLARDS IN4.1

VEHICLE BOLLARDS4.

SPECIFICATION SECTION 09 97 02.00 25.

FASTENERS MUST BE PAINTED IN ACCORDANCE WITH

THE SLOT COVER PLATE, LPS ATTACHMENT BEAM, AND 3.1

COATING3.

THE COR.

DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF

DIMENSION TOLERANCE STACKUPS, WARPAGE, ETC. ANY

STRUCTURAL STEEL AND PIPE DIMENSION VARIANCE,

DIMENSIONS MUST BE CHECKED TO TAKE INTO ACCOUNT2.6

UNO. REMOVE ALL WELD SPATTER.

" RADIUS MIN.16

ALL SHARP EDGES MUST BE GROUND TO A 2.5

SCREWS AS SHOWN ON THE DRAWINGS.

ALL SCREWS MUST CONFORM TO ASTM C1513. PROVIDE2.4

c. PLAIN WASHERS - ASTM F436, TYPE 1, PAINTED

b. NUTS - ASTM A563, GRADE DH, TYPE 1, PAINTED

a. BOLTS - ASTM F3125, GRADE A325 PAINTED

OTHERWISE:

CLASS, STYLE AND FINISH INDICATED BELOW UNLESS NOTED

ALL STEEL BOLTS MUST BE OF THE MATERIAL, GRADE, TYPE,2.3

OF THE SPECIFICATIONS.

AFTER FABRICATION AS SPECIFIED IN SECTION 09 97 02.00 25

ALL STRUCTURAL STEEL COMPONENTS MUST BE PAINTED2.2

THE SPECIFICATIONS.

A572, GRADE 50 AS NOTED IN SECTION 05 50 15.00 25 OF

ALL STRUCTURAL STEEL PLATE MUST CONFORM TO ASTM2.1

STRUCTURAL STEEL2.

OF COMPONENTS (OR EQUALS NOT PERMITTED, ETC.).

MATERIAL, CALCULATED WEIGHTS, AND EXACT CALLOUTS

PREPARATION, WELDING PROCEDURE, METHOD OF CUTTING

IDENTIFICATION OF ALL FINISHED SURFACES, WELD

FABRICATION SUCH AS MATERIAL IDENTIFICATION,

DRAWINGS MUST HAVE COMPLETE DETAILS REQUIRED FOR

DRAWINGS MUST BE SUBMITTED FOR APPROVAL. THE SHOP

A COMPLETE AND THOROUGHLY DETAILED SET OF SHOP1.5

SEE SHEET G-004 FOR GENERAL NOTES AND SYMBOLS.1.4

SEE SHEET G-001 AND G-002 FOR DRAWING INDEX.1.3

OTHERWISE ON DRAWINGS.

THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED1.2

ACCORDS LAMPREY PASSAGE PRODUCT.

FOUND ON THE "S" SERIES DRAWINGS FOR THE FY2019 FISH

FISHWAY ENTRANCES AND EAST FISH LADDER MODIFICATIONS

FEATURES OF THE DALLES NORTH, SOUTH, EAST, AND WEST

THESE GENERAL STRUCTURAL NOTES COVER STRUCTURAL1.1

SCOPE1.

GENERAL STRUCTURAL NOTES

STANDARD 90° HOOK

WHEN NO LETTER OR DIMENSION IS GIVEN, PROVIDE A

DIMENSION: OUTSIDE-TO-OUTSIDE LENGTH OF SHORT LEG

E: EXTEND BAR EMBEDMENT LENGTH BEYOND CROSSING BAR

L: EXTEND BAR LAP SPLICE LENGTH BEYOND BEND

FOLLOWING:

LETTER OR DIMENSION ON THE SHORT LEG INDICATES THE

TO-OUTSIDE DIMENSION (NOT BAR LENGTH) OF 7'-6". A

AND SPACING INDICATES A BENT BAR WITH AN OUTSIDE-

A NOTATION SUCH AS FOLLOWING THE BAR SIZE6.6

THE INDICATED LAP LENGTH.

ALTERNATING LAP LOCATIONS AS SHOWN, AND PROVIDING

BARS TO BE STAGGER LAP SPLICED (CLASS B) BY

A SYMBOL SUCH AS INDICATES REINFORCING6.5

OF BARS.

BAR SPACING DIMENSIONS ARE MEASURED TO THE CENTERS6.4

HOOKS AS DEFINED BY ACI 318.19.

UNLESS NOTED OTHERWISE, ALL HOOKS MUST BE STANDARD6.3

GRADE 60 REQUIREMENTS.

ALL REINFORCEMENT STEEL MUST CONFORM TO ASTM A615,6.2

FOR DETAILING REINFORCED CONCRETE STRUCTURES".

EDITION OF ACI 315, "MANUAL OF STANDARD PRACTICE

MUST BE IN ACCORDANCE WITH THE MOST RECENT

PLACEMENT DRAWINGS AND BAR BENDING SCHEDULES6.1

REINFORCEMENT6.

SURFACES NEED TO BE CLEANED ONLY.

PROVIDED, EXCEPT FOR UNDERWATER EXISTING CONCRETE

"4

1AGGREGATE PROFILE WITH A MINIMUM AMPLITUDE OF

CONCRETE, SURFACE MUST BE CLEANED AND A FRACTURED

WHERE NEW CONCRETE IS PLACED AGAINST EXISTING5.4

MEMBER OR AS NOTED OTHERWISE.

FILLET IS NOT CAST SIMULTANEOUSLY WITH ADJOINING

AT THE JUNCTION OF WALL AND FLOOR SURFACES WHERE

" FILLETS EXCEPT2

1ALL RE-ENTRANT CORNERS MUST HAVE 15.3

OR AS NOTED OTHERWISE AND/OR MARKED N.C.

RAILS, GATE GUIDES, HANDRAIL SOCKETS AND STAIR TREADS

EXPANSION JOINTS BUT MUST NOT INCLUDE BLOCKOUTS FOR

CORNERS OF ABUTTING CONTRACTION, CONSTRUCTION, AND

" CHAMFERS UNLESS OTHERWISE NOTED. THIS MUST INCLUDE4

ALL EXPOSED EDGES AND CORNERS OF CONCRETE MUST HAVE5.2

MUST BE 4500 PSI.

STRENGTH FOR THIS CAST-IN-PLACE CONCRETE (f'c)

MIX 1 - CAST-IN-PLACE CONCRETE. THE 28 DAY COMPRESSIVE

IS:

ACCORDING TO SPECIFICATION 03 30 53.00 25. THE MIX DESIGN

THE CONTRACTOR MUST DEVELOP AND SUBMIT THE MIX

THERE IS ONE CONCRETE MIX REQUIRED FOR THIS CONTRACT.5.1

CONCRETE5.

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

/0

/2

A N

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O R

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G

IN

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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

J.

C M

A H

N

S-101

F

IS

H

A C

C O

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S L

A M

P R

E D

A L

L E

S L

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K A

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D A

M

D D

F .1

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-1 X

X X

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A .H

E N

IN

G

E R

M A

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H E

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A N

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N P

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C O

L L

IN

P

O R

T E

R

P L

A N

A N

D D

E T

A

IL

S F

IS

H

W A

Y E

N T

R A

N C

E S

K E

Y

A D

V E

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IS

E

W N

R

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 I Z

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

IN SERVICE.

4.) THE SOUTHERN BAY AT THE NORTH ENTRANCE IS NOT

AND SPECIFICATIONS.

3.) SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES

2.) SEE SHEET G-004 FOR GENERAL NOTES AND SYMBOLS

1.) SEE SHEET G-001 AND G-002 FOR DRAWING INDEX.

NOTES:

Plate Covers

(6) Guide Slot

Plate Covers

(6) Guide Slot

Plate Covers

(4) Guide Slot

Plate Covers

(2) Guide Slot

ON THIS SHEET

SEE NOTE No.4

SCALE: NONE

DETAIL-PLAN AT NORTH FISHWAY ENTRANCE

SCALE: NONE

DETAIL-PLAN AT SOUTH FISHWAY ENTRANCE

SCALE: NONE

DETAIL-PLAN AT WEST FISHWAY ENTRANCE

SCALE: NONE

DETAIL-PLAN AT EAST FISHWAY ENTRANCE

SL201

SL201

SL202

SL202

SCALE: NONE

DETAIL-PLAN AT LAMPREY COLLECTION BOX

S-102

SEE REFERENCE DRAWING DDF-1-0-5/3

SEE REFERENCE DRAWING DDF-1-4-5/S1

SEE REFERENCE DRAWING DDF-1-3-1/2SEE REFERENCE DRAWING DDF-1-4-3/3SEE REFERENCE DRAWING DDF-1-4-2/2

S-102

S-103

N.T.S.

SITE KEY PLAN

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

W

N

R

B A

S E

A S

S E

M B

L Y

H E

IG

H

T

T A

N K

F O

U N

D A

T

IO

N

15" DIAMETER BASE

3" CLEAR COVER

4" DIAMETER BOLLARD SLEEVE

WITH STANDARD HOOKS

#4 BARS, 18" TALL

VERTICALLY

#4 BAR, 6" O.C.

9" DIAM HOOPS

LAMPREY COLLECTION TANK

SEE MECHANICAL SHEETS FOR

NEW GRADE 1" FROM TOP OF CONCRETE

/2

/2

A N

S I

D

U .S

A

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Y C

O R

P S

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IN

E E

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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

T

PORTLAND DISTRICT

S-102

:1

F Y

F

IS

H

A C

C O

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S L

A M

P R

E Y

T H

E D

A L

L E

S L

O C

K A

N D

D A

M

D D

F .1

S

-1 X

X X

.d g n

A

H E

N

IN

G E

R

M A

T T

H E

W D

H

A N

S O

N P

.E

C O

L L

IN

P

O R

T E

R

P L

A N

A N

D D

E T

A

IL

S B

O L

L A

R D

A R

R A

N G

E M

E N

T

E A

S T

F

IS

H W

A Y

L A

M P

R E

Y C

O L

L E

C T

IO

N

T A

N K

REF

"2

"2

1'-7 "2

1'-7

8'-0" LAMPREY COLLECTION TANK FOUNDATION1'-0" 1'-0"

1'-0"8'-0" LAMPREY COLLECTION TANK FOUNDATION1'-0"

11'-3"

REF

"2

1'-7

REF

"2

1'-7

1/2" REFLECTIVE TAPE

ATTACHMENT LUG

CONNECTING CHAIN

DRAINING MATERIAL

GRANULAR FREE

PIPE WITH DRAIN HOLE

STEEL DRAIN

1" NPS SCH 40

HOLE

PLATE WITH DRAIN

CONCRETE FOOTING

SLEEVE

PIPE BOLLARD

4" NPS SCH 40

CAP AND HINGE

PLATE

FOUNDATION

TOP OF CONCRETE

PLATE

BOLLARD CAP

SCHEDULE 40

3" I.D. STEEL PIPE

(VARIES)

EXIST GRADE

2:1 SLOPE

TO SPAN BOLLARDS

YELLOW POLYETHYLENE CHAIN

STRUCTURE

EXISTING LADDER

WEIR NO. 73

EXISTING LADDER

T S

U R

R A

T T

SEE NOTE 7 AND 8.

MAX SLOPE 1V:2H.

TO MATCH EXISTING

NEW GRADE NEEDED

EXISTING GRADE

SEE NOTE 7 AND 8.

MAX SLOPE 1V:2H.

TO MATCH EXISTING

NEW GRADE NEEDED

TO 95% MAX DRY DENSITY (MINIMUM)

GRAVEL BASE 4" DEEP. COMPACTED

TO 95% MAX DRY DENSITY (MINIMUM)

GRAVEL BASE 4" DEEP. COMPACTED

3.5 DIAMETER BOLLARD

A D

V E

R T

IS

E

REINFORCEMENT DETAILS)

(SEE SHEET S-501 FOR

6" CAST-IN-PLACE SLAB

REINFORCEMENT DETAILS)

(SEE SHEET S-501 FOR

6" CAST-IN-PLACE SLAB

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 I Z

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

NOTES:

LADDER WALL

TOP OF EXIST

LAMPREY PASSAGE SYSTEM

SEE MECHANICAL SHEETS FOR

LAMPREY COLLECTION TANK

SEE MECHANICAL SHEETS FOR

8) ROADWAY ADJACENT TO TRAP BOX MUST BE MAINTAINED.

AND LPS HOOKUP TO LAMPREY BOX.

7) ELEVATION OF BOX AND SLAB TO BE PER MECHANICAL DRAWINGS

6) ANCHOR TANK PER MECHANICAL PLANS.

5) CONTRACTOR TO LEVEL CONCRETE SLAB.

4) REFERENCE OREGON STANDARD DRAWINGS, "BOLLARDS", RD130.

AND SPECIFICATIONS.

3) SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES

2) SEE SHEET G-004 FOR GENERAL NOTES AND SYMBOLS.

1) SEE SHEET G-001 AND G-002 FOR DRAWING INDEX.

B

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

ELEVATION LOOKING WEST AT LAMPREY COLLECTION TANK

S-101

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

DETAIL-PLAN AT LAMPREY COLLECTION TANK

B

A

SCALE: 3" = 1'-0"

SECTION THRU BOLLARD

A

C

C

SCALE: N.T.S.

BOLLARD REBAR DETAIL

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 E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

T T

H E

W D

H

A N

S O

N P

.E

/2

/2

C O

L L

IN

P

O R

T E

R A

H E

N

IN

G

T

A

IL

S A

N D

S E

C T

IO

N

S

L P

S S

U P

P O

R T

B E

A M

S-103

F

IS

H

A C

C O

R D

S L

A M

P R

E Y

W N

R

E D

A L

L E

S L

O C

K A

N D

D A

M

D D

F .1

S

-1 X

X X

.d g n

A N

S I

D

22'-0"

10"

"2

3"

SPACING OF SUPPORTS PER MECHANICAL

1"

T S

U R

R A

T T

CONTRACTOR TO FIELD VERIFY

TO EDGE OF CHANNEL WALL.

3" MIN. FROM EDGE OF HOLE

CHANNEL WALL

" STEEL BEARING PLATE2

" STEEL TOP PLATE2

ATTACHMENT BARS TO BEAM

3"

" 3"

"2

"2

"16

"16

1'-5

CORBEL

FLUME

22'-0"

CORBEL

W10X30

FLUME

NEW W10X30 X 22FT LONG BEAM

" BY 1'-4" LONG16

3HSS 3X2X

" STEEL VERTICAL PLATES8

A D

V E

R T

IS

E

(SEE NOTE #10)

FOR "8

"8

" THICK4

STIFFENERS TO BE A572 STEEL,

BEAM, TYP - SEE NOTE #11)

(4 ON EACH END OF THE

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 I Z

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

FLUME

BEAM

1/8"

TYP.

3/16"

1/8"

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2'

SCALE: 3"= 1'-0"

0 3" 6" 12"

NOTES:

PLAN

ELEV

FLAT PLATES AND BEAM FLANGES.

CONTRACTOR TO INSTALL BIRD SPIKES ON CORBEL 12)

GRADE A BOLTS AS SHOWN ON THE DRAWINGS.

ATTACH BEAM TO CORBEL USING 1/2" ASTM A307 11)

4" EMBEDMENT AS SHOWN ON THE DRAWINGS.

MECHANICAL CONCRETE ANCHORS WITH A MININUM OF

ATTACH CORBEL TO CONCRETE USING 1/2" DIAM HDG 10)

ELEVATION.

IN THIS LOCATION. SEE MECHANICAL PLANS FOR LPS

MATCH ELEVATION OF BEAM WITH ELEVATION OF LPS 9)

SECTION 09 97 02.00 25.

PAINT BEAM AND CORBEL IN ACCORDANCE WITH SPEC 8)

LPS ATTACHMENT BARS TO BE ASTM A36 STEEL.7)

CORBEL TO BE ASTM A572 GRADE 50 STEEL.6)

BEAM TO BE ASTM A992 GRADE 50 STEEL.5)

CONDITIONS.

CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND4)

AND SPECIFICATIONS.

SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES3)

SEE SHEET G-004 FOR GENERAL NOTES AND SYMBOLS.2)

SEE SHEET G-001 AND G-002 FOR DRAWING INDEX.1)

SCALE: 3" = 1'-0"

DETAIL - BEAM STIFFENER

SCALE: 3" = 1'-0"

DETAIL - CORBEL

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

LPS ATTACHMENT BARS TO BEAM

S-101

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

BEAM AND CORBEL - PLAN

A

B

B

SCALE: 3" = 1'-0"

SECTION

A

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

BEAM ELEVATION

NTS

LPS SUPPORT BEAM - ISOMETRIC

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

N

R

EXTENSION ARM (TYP)

EXIST. LIFTING BEAM

(SEE DET. 1, SHEET S-502)

" RIB STIFFENERS8

/2

/2

A N

S I

D D

D F

.1

S

L X

X X

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U .S

A

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O R

P S

O F

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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

T S

U R

R A

T T

SL001

:1

F Y

F

IS

H

A C

C O

R D

S L

A M

P R

E Y

T H

E D

A L

L E

S L

O C

K A

N D

D A

M C

O L

L

IN

P O

R T

E R A .H

E N

N

IN

G E

R

M A

T T

H E

W D

H

A N

S O

N P

.E

E A

S T

W

E S

T N

O R

T H

A N

D S

O U

T H

F

IS

H W

A Y

M O

D

IF

IC

A

T

IO

N S

I

S O

M E

T R

IC

E

N T

R A

N C

E S

W

E

IR

L

IF

T

IN

G B

E A

M

DETAILS, TYP)

SL201 AND SL202 FOR

HEAD SCREW (SEE SHEET

COUNTERSUNK SLOTTED

SL202 FOR MORE DETAILS)

(SEE SHEETS SL201 AND

LOCKING COMPOUND (TYP)

INSERT AND COUPLED THREAD

AND (1) HEX NUT, AND NYLON-

FLAT WASHER, (1) LOCK WASHER,

WASHER-HEAD BOLT, WITH (1)

A AND B, SHEET S-502)

ATTACHMENT (SEE SECTIONS

A D

V E

R T

IS

E

NORTH-SOUTH FISHWAY ENTRANCE)

AND SHEET SL202 - DETAIL #1 FOR

EAST-WEST FISHWAY ENTRANCE

(SEE SHEET SL201 - DETAIL #2 FOR

WEIR SLOTS BLOCKING PLATE (TYP)

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 I Z

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

3.) SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES

2.) SEE SHEET G-004 FOR GENERAL NOTES AND SYMBOLS

1.) SEE SHEET G-001 AND G-002 FOR DRAWING INDEX.

NOTES:

BEAM

EXIST. LIFTING

FLO

W

(NOTE: SHOWN IS THE EAST-WEST WEIR LIFTING BEAM)

N.T.S.

REFERENCE PHOTO: TDA ENTRANCE EEL PLATES

N.T.S.

ISOMETRIC-WEIR LIFTING BEAM MODIFICATIONS (TYP)

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

N

R

"32

2'-7

1" 1"

"2

" REF4

8'-7

/2

/2

A N

S I

D D

D F

.1

S

L X

X X

.d g n

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

T S

U R

R A

T T

SL201

:1

F Y

F

IS

H

A C

C O

R D

S L

A M

P R

E Y

T H

E D

A L

L E

S L

O C

K A

N D

D A

M C

O L

L

IN

P O

R T

E R A

H E

N

IN

G E

R

M A

T T

H E

W D

H

A N

S O

N P

.E

E A

S T

A N

D W

E S

T F

IS

H

W A

Y E

N T

R A

N C

E S

W E

IR

L

IF

T

IN

G

B E

A M

M O

D

IF

IC

A

T

IO

N E

L E

V A

T

IO

N S

A N

D D

E T

A

IL

S

EXTENSION ARM

EXIST. LIFTING BEAM

S

P A

C

IN

G

T Y

P

R

E F

E X

IS

T

IN

G

L

IF

T

IN

G B

E A

M E

X T

E N

S

IO

N A

R M

R

E F

" TOP AND BOTTOM OF PLATE (TYP)4

AT 6.5" O.C. (TYP)

WITH LOCK NUT, SPACED

SLOTTED HEAD SCREWS,

STEEL, COUNTERSUNK

" THICK A572 PLATE16

LOCKING COMPOUND (TYP)

INSERT AND COUPLED THREAD

AND (1) HEX NUT, AND NYLON-

FLAT WASHER, (1) LOCK WASHER,

WASHER-HEAD BOLT, WITH (1)

A D

V E

R T

IS

E

DDF 9-3-4/5)

(SEE REFERENCE DRAWINGS

EXISTING CLEVIS CLAMP BARS

FOR DETAIL, TYP)

(SEE SHEET S-502

" RIB STIFFENER8

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 I Z

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

NOTES:

(6) REQ'D OPPOSITE HAND

(6) REQ'D AS SHOWN

EXIST. LIFTING BEAM

E X

IS

T

L

IF

T

IN

G

B E

A M

E X

T E

N S

IO

N

A R

M

E X

IS

T

L

IF

T

IN

G

B E

A M

E X

T E

N S

IO

N

A R

M

3/16

TYP

BE GROUND SMOOTH.

ALL EDGES ON PLATE AND ATTACHMENT MEASURE MUST9)

TO CONTACT THE CONCRETE SLOTS.

CONTRACTOR TO ENSURE ONLY THE EPDM SEALS ARE 8)

BEAM EXTENSION ARMS PRIOR TO ATTACHMENT.

CONTRACTOR TO REPAIR ANY DAMAGE TO THE LIFTING7)

EAST AND WEST EXTENSION ARMS.

SEE INFORMATIONAL DRAWINGS DDF-9-3-4/4 FOR EXISTING 6)

PER PLATE.

ESTIMATED WEIGHT OF COVER PLATE IS 300 POUNDS5)

CONDITIONS.

CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND4)

AND SPECIFICATIONS.

SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES3)

SEE SHEET G-004 FOR GENERAL NOTES AND SYMBOLS.2)

SEE SHEET G-001 AND G-002 FOR DRAWING INDEX.1)

SIDES

TYP BOTH

SCALE: 3" = 1'-0"

DETAIL - WEIR SLOT BLOCKING PLATE

A

A

SCALE: 1" = 1'-0"

SECTION

S-502

B

S-101

SCALE: 1" = 1'-0"

EAST AND WEST WEIR EXTENSION ARM MODIFICATION

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

/2

/2

A N

S I

D D

D F

.1

S

L X

X X

.d

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

S

U R

R A

T T

SL202

F

IS

H

A C

C O

R D

S L

A M

P R

E Y

W N

R

E D

A L

L E

S L

O C

K A

N D

D A

M C

O L

L

IN

P O

R T

E R A

H E

N

IN

G E

R

M A

T T

H E

W D

H

A N

S O

N

N O

R T

H A

N D

S O

U T

H F

IS

H

W A

Y E

N T

R A

N C

E S

W E

IR

L

IF

T

IN

G

B E

A M

M O

D

IF

IC

A

T

IO

N E

L E

V A

T

IO

N S

A N

D D

E T

A

IL

S

THREAD LOCKING COMPOUND (TYP)

NUT, AND NYLON-INSERT AND COUPLED

WASHER, (1) LOCK WASHER, AND (1) HEX

WASHER-HEAD BOLT, WITH (1) FLAT

5"

AT 6.5" O.C. (TYP)

WITH LOCK NUT, SPACED

SLOTTED HEAD SCREWS,

STEEL, COUNTERSUNK

" THICK A572 PLATE16

EXTENSION ARM

EXIST. LIFTING BEAM

15'-0"

"32

2'-7

1" 1"

FOR DETAIL - TYP)

(SEE SHEET S-502

" RIB STIFFENER8

S

P A

C

IN

G

T Y

P

A D

V E

R T

IS

E

DDF 9-3-4/2)

(SEE REFERENCE DRAWINGS

EXISTING CLEVIS CLAMP BARS

(SEE REFERENCE DRAWINGS)

EXISTING LIFTING BEAM NOT SHOWN FOR CLARITY

" TOP AND BOTTOM OF PLATE (TYP)4

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 I Z

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

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NOTES:

(3) REQ'D OPPOSITE HAND

(3) REQ'D AS SHOWN

SIDES

TYP BOTH

E X

IS

T

L

IF

T

IN

G

B E

A M

E X

T E

N S

IO

N

A R

M

E X

IS

T

L

IF

T

IN

G

B E

A M

E X

T E

N S

IO

N

A R

M

3/16

TYP

PER PLATE.

5) ESTIMATED WEIGHT OF COVER PLATE IS 300 POUNDS

CONDITIONS.

4) CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND

3) SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES

2) SEE SHEET G-004 FOR GENERAL NOTES AND SYMBOLS.

1) SEE SHEET G-001 AND G-002 FOR DRAWING INDEX.

MUST BE GROUND SMOOTH.

9) ALL EDGES ON PLATE AND ATTACHMENT MEASURE

TO CONTACT THE CONCRETE SLOTS.

8) CONTRACTOR TO ENSURE ONLY THE EPDM SEALS ARE

BEAM EXTENSION ARMS PRIOR TO ATTACHMENT.

7) CONTRACTOR TO REPAIR ANY DAMAGE TO THE LIFTING

EXISTING NORTH AND SOUTH EXTENSION ARMS.

6) SEE INFORMATIONAL DRAWINGS DDF-9-3-4/1 FOR

SCALE: 3" = 1'-0"

DETAIL - WEIR SLOT BLOCKING PLATE

A

SCALE: 1" = 1'-0"

SECTION

A

S-101

SCALE: 1" = 1'-0"

NORTH AND SOUTH WEIR EXTENSION ARM MODIFICATION

S-502

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

N

R

/2

/2

A N

S I

D

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

S-501

:1

F Y

F

IS

H

A C

C O

R D

S L

A M

P R

E Y

T H

E D

A L

L E

S L

O C

K A

N D

D A

M

D D

F .1

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-5 X

X X

.d g n

A

H E

N

IN

G E

R

M A

T T

H E

W D

H

A N

S O

N P

.E

C O

L L

IN

P

O R

T E

R

E A

S T

F

IS

H W

A Y

L A

M P

R E

Y C

O L

L E

C T

IO

N

T A

N K

C

L R

C

L R

3" CLR 3" CLR

R E

IN

F

O R

C E

M E

N T

D E

T A

IL

S

I

N C

H C

A S

T -I

N -P

L A

C E

S L

A B

3" CLR3" CLR

#4 @ 12" O.C. MAX. = 5'-0"7" 8" 7"8"

10 - #4 SPACED AS SHOWN

#4 BOTH WAYS SPACED AS SHOWN

3" CLR 3" CLR

6 - #4 SPACED AS SHOWN

#4 @ 12" O.C. MAX. = 3'-0"

N B

E E

M

7"8"1'-0"

3" 3"

A D

V E

R T

IS

E

8'-0"

10 - #4 SPACED AS SHOWN = 7'-6"

S P

A C

E D

A S

S H

O W

N

7" 8" 1'-0" (TYP)

2:1 SLOPE (BOTH SIDES)

" REF2

1'-7

START OF SLOPE

"2

START OF SLOPE

"2

1'-7

C

L R

T

Y P

" REF2

1'-7

C

L R

T

Y P

GRAVEL BASE

GRAVEL BASE

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 I Z

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

NOTES:

"= 1'-0"2

1SCALE: 1

12" 9" 6" 3" 0 1'

(NOTE: GRAVEL NOT SHOWN FOR CLARITY)

AND SPECIFICATIONS.

3) SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES

2) SEE SHEET G-004 FOR GENERAL NOTES AND SYMBOLS.

1) SEE SHEET G-001 AND G-002 FOR DRAWING INDEX.

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

6 INCH CAST-IN-PLACE SLAB - PLAN

B

A

A

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

SECTION A

B

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

SECTION B

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

N

R

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

M A

T T

H E

W D

H

A N

S O

N P

.E

/2

/2

T S

U R

R A

T T

C O

L L

IN

P

O R

T E

R A

H E

N

IN

G E

R

S-502

:1

F Y

F

IS

H

A C

C O

R D

S L

A M

P R

E Y

T H

E D

A L

L E

S L

O C

K A

N D

D A

M

D D

F .1

S

-5 X

X X

.d g n

A N

S I

D

BLOCK: 4.5" X 2" X 5'-0" TALL

UHMW SPACER

A572 SEAL PLATE

" X 5'-0"2 1" X 14

" A572 PLATE16

FLOW

"4

11"16

3"2

5"8

3"2

5"8

3"2

5"8

6"4

FLOW

A572 SEAL PLATE

" X 5'-0"2 1" X 14

BLOCK: 5" X 2" X 5'-0" TALL

UHMW SPACER

A572 SEAL PLATE

" X 5'-0"2 1" X 14

A572 SEAL PLATE

" X 5'-0"2 1" X 14

" A572 PLATE16

"4

10"16

3"2

5"8

3"2

5"8

3"2

5"8

6"4

(SEE DETAIL 1 THIS SHEET)

" RIB STIFFENER8

(SEE DETAIL 1 THIS SHEET)

" RIB STIFFENER8

5"

" RIB STIFFENER8

M O

D

IF

IC

A

T

IO

N

S E

C T

IO

N

S A

N D

D E

T A

IL

S

E A

S T

W

E S

T N

O R

T H

A N

D S

O U

T H

F

IS

H W

A Y

E N

T R

A N

C E

S

W E

IR

L

IF

T

IN

G

B E

A M

(SEE DETAIL 2 THIS SHEET)

" X 2" EPDM FLAP SEAL (TYP)8

(SEE DETAIL 2 THIS SHEET)

" X 2" EPDM FLAP SEAL (TYP)8

"4

2"

(SEE DETAIL 3 THIS SHEET)

" EPDM FLAP SEAL (TYP)2

1" X 28

(SEE DETAIL 3 THIS SHEET)

" EPDM FLAP SEAL (TYP)2

1" X 28

"2

2"

5° (APPROX.)

"32

1'-9

"32

1'-10

"32

1'-4

"32

A D

V E

R T

IS

E

C

L R

C

L R

SL202 FOR DETAILS, TYP)

NUT (SEE SHEET SL201 AND

HEAD SCREW, WITH LOCK

COUNTERSUNK SLOTTED

SL202 FOR DETAILS, TYP)

NUT (SEE SHEET SL201 AND

HEAD SCREW, WITH LOCK

COUNTERSUNK SLOTTED

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 I Z

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

NOTES:

SCALE: 3"= 1'-0"

0 3" 6" 12"

27° (APPROX.)

CONTRACTOR TO MILL TO BEAR STIFFENERS.2)

PLATES TO NEVER MAKE CONTACT WITH SLOT CHANNELS.

STIFFENERS, NUTS, BOLTS, WASHERS AND SEAL KEEPER1)

SL201

B

SCALE: 3" = 1'-0"

SECTION - WEIR SLOT BLOCKING - EAST AND WEST

SL202

A

SCALE: 3" = 1'-0"

SECTION - WEIR SLOT BLOCKING - NORTH AND SOUTH

SCALE: 3" = 1'-0"

DETAIL - 3/8" RIB STIFFENER

SCALE: 6" = 1'-0"

DETAIL - 3/8" EPDM FLAP SEAL

SCALE: 6" = 1'-0"

DETAIL - 3/8" EPDM FLAP SEAL

B

C

D

1 2 3 4 5

A

B

C

D

54321

ANGULAR

GENERAL

LINEAR FRACTIONAL

8"

0.002"

0 DECIMAL PLACES

1 DECIMAL PLACE

LINEAR DECIMAL

0.010" 0.030"

TOLERANCES UNLESS OTHERWISE SPECIFIED

1 DECIMAL PLACE

0.5 0.1

2 DECIMAL PLACES

3 DECIMAL PLACES

SAWING, FLAME CUTTING,

SHEARING, AND BREAKING

STRUCTURAL SHAPES AND

WELDING

D

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IG

N

ED

B

Y:

D

AT

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D W

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US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-001

TH

E

D

AL

LE

S

LO

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AN

D D

AM

FY

F

IS

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A C

C O

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AL

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G 2E

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1:

AN

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LEGEND:

BOLD LINES REPRESENT NEW ITEMS.

GREY LINES REPRESENT EXISTING ITEMS

BEND LINES

MECHANICAL GENERAL NOTES:

1. INFORMATION, TOLERANCES, AND NOTES ON THIS SHEET APPLY TO ALL MECH. DRAWINGS, UNLESS NOTED OTHERWISE.

2. DIMENSIONS SHOWN ARE BASED ON SPECIFIED EQUIPMENT. ADJUSTMENTS MAY BE REQUIRED DEPENDING ON SPECIFIC

EQUIPMENT APPROVED FOR INSTALLATION.

3. ALL LINEAR UNITS ARE FEET AND INCHES OR INCHES AND ALL ANGULAR UNITS ARE DEGREES, UNLESS SHOWN OTHERWISE.

4. WELDING OF STEEL IS TO BE PERFORMED IN ACCORDANCE WITH AWS D1.1.

5. WELDING OF ALUMINUM IS TO BE PERFORMED IN ACCORDANCE WITH AWS D1.2. WELD SIZES WILL BE THE MINIMUM SIZE

REQUIRED BY AWS D1.2 FOR THE TYPE OF WELD SHOWN UNLESS SHOWN OTHERWISE. REMOVE ALL BACKING BARS AND

STRIPS.

6. PROVIDE MECHANICAL FASTENERS PER ASTM F593C OR STRONGER WITH MATCHING NYLOC NUTS AND INSULATING

WASHERS. INSTALL WITH A MARINE GRADE ANTI-GALLING COMPOUND PER MIL-PRF-907E. INCLUDE NYLON WASHERS SIZED FOR REQUIRED GASKET PRESSURE PRE-LOAD. SUBMIT ANY CALCULATIONS TO THE CONTRACTING OFFICER FOR APPROVAL.

16 FASTENERS REQUIRED PER FLUME FLANGE CONNECTION. 2 FASTENERS REQUIRED PER FLUME SUPPORT. 2 FASTENERS

REQUIRED PER RAMP SUPPORT.

7. PROVIDE EPDM GASKETS PER ASTM D1056-2A FOR ALL FLANGED PIPE CONNECTIONS. GASKETS SHOULD BE SIZED FOR 30%

COMPRESSION.

8. BREAK CORNERS AND EDGES.

9. ALL FISH CONTACTING SURFACES MUST BE SMOOTH TO THE TOUCH WITH NO BURRS OR SNAGS. FINAL SURFACING

SUBJECT TO USACE BIOLOGIST APPROVAL.

10. ALL FLUME COMPONENTS ARE FABRICATED FROM 3/16" 5052-H34 ALUMINUM SHEET PER ASTM B209 UNLESS SPECIFIED

OTHERWISE.

11. ALL LAMPREY FLUME COMPONENTS ARE TO BE COLD FORMED WITH BEND RADII NO LESS THAN 9/16" UNLESS SPECIFIED

OTHERWISE. COMPONENTS MUST HAVE CLEAN CUTS AND MAY NOT BE FLAME CUT.

12. WELD ALL LAMPREY FLUME COMPONENTS WATER TIGHT. BUILD UP WELDS AND GRIND TO MATCH BEND RADII WHERE

NECESSARY TO ENSURE CONTINUOUS TRANSITION BETWEEN HORIZONTAL AND VERTICAL SURFACES.

13. CONTRACTOR MUST INSTALL FLUMES LEAK FREE. FLUME TRANSITIONS MUST NOT PRESENT AN INTERNAL RAISED EDGE ON THE

UPSTREAM SIDE OF THE FLANGE CONNECTION. PROVIDE GASKETS FOR ALL FLANGED FLUME CONNECTIONS. TEMPLATE FLANGE FOR GASKETS. GASKET MATERIAL MUST BE AN OUTDOOR RATED ETHYLENE PROPYLENE DIENE MONOMER WITH A DUROMETER OF 60A, WITH A MINIMUM TENSILE STRENGTH OF 1000 PSI, HAVE A RATED TEMPERATURE RANGE FROM -40F TO

225F, AND HAVE A NOMINAL THICKNESS NO GREATER THAN 1/8".

14. TORQUE FLUME FLANGE FASTENERS EQUALLY ACROSS THE CENTERLINE OF THE FLUME. TORQUE SHOULD BE APPLIED IN

THREE EQUAL STAGES SO FLANGES DO NOT BECOME DISTORTED. FINAL TORQUE SHOULD BE 20 FT-LB.

15. CONTRACTOR DESIGNED SUPPORTS MAY BE INSTALLED USING STAINLESS STEEL SHIMS TO LEVEL OR ACCOUNT FOR SLOPE.

CONTRACTOR PROVIDED SUPPORTS MUST BE PROVIDED TO ALLOW THE SHIM TO BE CAPTURED OR CLAMPED DURING

INSTALLATION.

16. THE SURFACE OF THE RAMP OR FLUME SUPPORT THAT WILL BE INSTALLED AGAINST THE CONCRETE SURFACE MUST BE COATED

WITH ZINC MOLYBENDATE IN ACCORDANCE WITH FED SPEC TT-P-645B PRIOR TO INSTALLATION. THE COATING MUST BE FULLY

CURED BEFORE PIECES ARE SHIPPED TO THE DALLES DAM FOR INSTALLATION.

17. SUPPORT ANCHORS MUST BE INSTALLED WITHOUT INTERFERING WITH EXISTING REBAR LOCATIONS. SURVEY FOR EXISTING

REBAR PRIOR TO INSTALLATION.

18. DIMENSIONS SHOWN IN PARENTHESIS ARE FOR REFERENCE ONLY.

C

D

1 2 3 4 5

A

B

C

D

54321

D

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IG

N

ED

B

Y:

D

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D W

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PL

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US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

MF101

TH

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SCALE:

FLUME ISOMETRICS

NTS

EAST WALL CLIMBING SECTION

WEST WALL

CLIMBING SECTION

TRAP BOX

SEE SHEET MF105

TRAVERSAL SECTION

TRAVERSAL SECTION

NOTES

1. SEE M-001 FOR GENERAL NOTES

C

MF105

A

MF103

B

MF104

SCALE:

FLUME PLAN VIEW

NTS

WALKWAY CONTINUES

NOT SHOWN

FISH LADDER CONTINUES

NOT SHOWN

EXISTING EARTH FILL

ON THIS SIDE OF LADDER

NOT SHOWN

C

D

1 2 3 4 5

A

B

C

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54321

D

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US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

MF102

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PARTS LIST

SHEETPART NAMEQTYITEM

MH101FLOW DEFLECTOR11

MF501ENTRANCE RAMP22

MF501CLIMBING RAMP63

MF503WEIR CONNECTOR84

MF504REST BOX55

MF505TRAVERSING FLUME66

MF505TRAVERSING FLUME, 1 FT27

MF505TRAVERSING FLUME, 2 FT18

MF505TRAVERSING FLUME, 2 FT 6 IN19

MF507TRAVERSING FLUME, 5 FT110

MF507TRAVERSING FLUME, 8 FT111

MF506TRANSITION ASSEMBLY412

MF511ANGLE CONNECTOR113

MF50690 DEG CONNECTOR,

POSITION 1

MF502RAMP SUPPORT3115

MF511EXTENDED FLUME SUPPORT816

MF511FLUME TEE SUPPORT517

MF106TRAP BOX118

MF511REST BOX LID619

MF512RAMP EXTENDED TEE

SUPPORT

MF512RAMP EXTENDED SUPPORT221

MF50690 DEG CONNECTION,

POSITION 2

NOTES

1. INSTALL REST BOXES WITH 1/16" PER 1' SLOPE.

2. INSTALL TRAVERSING FLUME SECTION WITH 1/16" PER 1' SLOPE.

3. SEE M-001 FOR GENERAL NOTES

LAMPREY FLUME SUPPORT BEAM

SEE STRUCTURAL SHEETS

SCALE:

GENERAL FLUME ASSEMBLY

PLAN VIEW

1/8"=1'-0"

SCALE:

GENERAL FLUME ASSEMBLY

ISOMETRIC

NTS

4" TYP MATCH-DRILL AFTER POSITIONING

TYPICAL

DETAIL

SCALE:

3/4"=1'-0"

EAST WALL CLIMBING RAMP

WEST WALL CLIMBING RAMP

TRAVERSAL SECTION

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US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

MF301

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NOTES

1. ELEVATIONS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY.

2. INSTALL REST BOXES WITH 1/16" PER 1' SLOPE.

3. INSTALL TRAVERSING FLUME SECTION WITH 1/16" PER 1' SLOPE.

4. SEE M-001 FOR GENERAL NOTES

EXISTING WEIR 71

EL 82.5

EL 94.5

EL 106.5

EL 118.5

EL 63.5

SECTION

SCALE:

MF101 1/4"=1'-0"

INSTALL SUPPORT AT THIS LOCATION

UNLESS FINAL FLUME POSITION

CREATES INTERFERENCE

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SHEET

IDENTIFICATION

MF302

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2' -1

4"

)27'-91

4"( )

EXISTING CONCRETE WEIRS

EL 118.5

NOTES

1. ELEVATIONS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY.

2. INSTALL REST BOXES WITH 1/16" PER 1' SLOPE.

3. INSTALL TRAVERSING FLUME SECTION WITH 1/16" PER 1' SLOPE.

4. SEE M-001 FOR GENERAL NOTES

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US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

MF303

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EL 63.5

EL 82.5

EL 94.5

EL 106.5

EL 118.5

60°

45°

45°

45°

EXISTING AWS PIPING

EXISTING FISHLOCK APPROACH

CHANNEL ENTRANCE

EXISTING WEIR 71

SECTION

SCALE:

C

MF101 3/16"=1'-0"

NOTES

1. ELEVATIONS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY.

2. INSTALL REST BOXES WITH 1/16" PER 1' SLOPE.

3. INSTALL TRAVERSING FLUME SECTION WITH 1/16" PER 1' SLOPE.

4. SEE M-001 FOR GENERAL NOTES

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IDENTIFICATION

MF501

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SCALE:

ENTRANCE RAMP ASSEMBLY ISOMETRIC

NTS

SCALE:

ENTRANCE RAMP BOTTOM PATTERN

3/4" = 1'-0"

SCALE:

RAMP END VIEW

TYPICAL, ALL RAMPS

3" = 1'-0"

ENTRANCE RAMP TOP

WELDED RAMP FLANGE

SEE SHEET MF502

SCALE:

CLIMBING RAMP ASSEMBLY ISOMETRIC

NTS

WELDED RAMP FLANGE

SEE SHEET MF502

CLIMBING RAMP

SCALE:

CLIMBING RAMP FOLD PATTERN

3/4" = 1'-0"

15'-63 4"

4' -7

2"

11'-21 2"

8"

3' -5

SYMMETRIC

SCALE:

ENTRANCE RAMP TOP PATTERN

3/4" = 1'-0"

ENTRANCE RAMP BOTTOM

SYMMETRIC

10'-1113 16"

3' -5

8"

120.00°

2"

8"

R9

16", TYP

SYMMETRIC

1'-83 8"

8"

4"

CJP

CJP

MODIFY IN THE FIELD TO ENSURE FLUSH

ALIGNMENT WITH UHMW BOLLARD PLATE MOUNT.

RAMP PLATE, TYP

3 REQUIRED

RAMP PLATE, TYP

4 REQUIRED

1'-103 8"

2"

8" TYP

2" TYP

4"

T

YP

SCALE:

RAMP PLATE

6"=1'-0"

1/4" THICK PLATE NOTES

1. SEE M-001 FOR GENERAL NOTES

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SHEET

IDENTIFICATION

MF502

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NOTES

1. WELD FLANGE FLUSH WITH END OF RAMP

2. MATCH-MARK HOLES PRIOR TO DRILLING

3. SEE M-001 FOR GENERAL NOTES

A

SECTION

SCALE:

A

- 3" = 1'-0"

DETAIL

SCALE:

- 6" = 1'-0"

SEE NOTE 3

SCALE:

ENTRANCE RAMP ASSEMBLY SIDE VIEW

3/4" = 1'-0"

WELD DETAIL TYPICAL

WELD DETAIL TYPICAL

SCALE:

CLIMBING RAMP ASSEMBLY SIDE VIEW

3/4" = 1'-0"

SECTION

SCALE:

- 3" = 1'-0"

DETAIL

SCALE:

- 6" = 1'-0"

SEE NOTE 3

B

SECTION

SCALE:

C

- 3" = 1'-0"

TYPICAL, ALL FLANGES

SEE NOTE 2

1'-8"

1'-8"

SEE NOTE 1

8"

8"

T

YP

16 THRU

16 PLACES

SEE NOTE 6

1'-111 8"

16" TYP

SY

M

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ET

R

IC

8"

16"

SCALE:

RAMP FLANGE PLAN VIEW

3" = 1'-0"

R7

8", TYP

SECTION

SCALE:

D

- 3" = 1'-0"

TYPICAL, ALL FLANGES

D

1/8 CJP

TYPC

1/8 1/8

WELD RAMP PLATE

TO BOTTOM OF

ENTRANCE RAMP

TYP, ALL RAMP PLATES

1/8 1/8

WELD RAMP PLATE

TO BOTTOM OF

CLIMBING RAMP

TYP, ALL RAMP PLATES

2'-0" TYP

2'-0" TYP

7'-9"

2'-2"

1' -1

4"

4"

4" 8"

DRILL FOR 1/2" STAINLESS

STEEL ANCHOR PER MF101

TYPICAL

8"

8"

2"

2"

16" SLOT, TYP

RAMP SUPPORT

MATERIAL:

PER:

NO. REQD:

1-1/2"=1'-0" 4" x 3" x 3/8" STRUCTURAL ANGLE

ASTM B209 6061-T6

SEE SHEET MF101

1/4 TYP

1/4 CJP

4"

1'-8 3 16 "

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SHEET

IDENTIFICATION

MF503

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16" 3"

2" 2"

8"

1'-8"

SECTION

SCALE:

-- 3" = 1'-0"

NOTES

1. FILLET INTERNAL CORNERS TO MATCH BEND RADIUS OF RAMPS AND

GRIND SMOOTH. SEE SHEET MF-501 FOR RAMP DETAILS

2. FLANGE WELDED FLUSH WITH END OF WEIR CONNECTOR.

3. SEE M-001 FOR GENERAL NOTES

SCALE:

45 DEG WEIR CONNECTOR SIDE VIEW

3" = 1'-0"

1'-1 16"

SEE NOTE 2

R9 16"

SEE NOTE 1

FLANGE

SEE NOTE 2

SHEET MF-502

WEIR CONNECTOR

SCALE:

WEIR CONNECTOR ASSEMBLY

ISOMETRIC VIEW

NTS

SCALE:

60 DEG WEIR CONNECTOR SIDE VIEW

3" = 1'-0"

3"47 16"117

8"

SEE NOTE 2

A

SCALE:

COVERED WEIR CONNECTOR ASSEMBLY

ISOMETRIC VIEW

NTS

16"

3"

R93 16"

R813 16"

R1'-53 16"

R13 16"

3"

R93 16"

R13 16"

R813 16"

R1'-53 16"

16"

1/8 CJP

FLANGES NOT SHOWN

FOR CLARITY

FLANGES NOT SHOWN

FOR CLARITY

FILLET CORNER TO FIT INSIDE FLANGE

TYP

FLOW

FLOW

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SHEET

IDENTIFICATION

MF504

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1. WELD FLANGES FLUSH WITH END OF REST BOX NECK.

2. SEE M-001 FOR GENERAL NOTES

WELDED FLANGE

SEE NOTE 1

SHEET MF502

REST BOX DOWNSTREAM NECK

REST BOX UPSTREAM NECK

SCALE:

REST BOX ASSEMBLY ISOMETRIC VIEW

NTS

RAMP PLATE, TYP

2 REQUIRED

SEE DETAIL ON

MF501 AND MF502

SYMMETRIC

4' -2

4' -7

8"

1' -5

4"

°45°

8"

1' -3

2"

16"

16"

4"

8"

7'-29 16"

1'-3"

SCALE:

REST BOX ASSEMBLY

WELD DETAILS

NTS

45°

8"

1' -1

8"

8'-31 16"

1' -8

8"

1' -2

8"

SCALE:

REST BOX ASSEMBLY

PLAN VIEW

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

SCALE:

REST BOX ASSEMBLY

ELEVATION VIEW

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

REST BOX ASSEMBLY

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

3"

8"

1'-8"

4"

FLANGES NOT SHOWN

SCALE:

REST BOX PATTERN

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

CJP

3" = 1'-0"

1/8CJP

REST BOX COVER PLATE

WELDED FLANGE

SEE NOTE 1

SHEET MF502

8 1 2 "

CJP

SEE WELD DETAIL ON MF502 1'-31

2"SEE WELD DETAIL ON MF502

SCALE:

REST BOX UPSTREAM NECK

NTS

7"

8"

DETAIL

SCALE:

TYPICAL BOTH NECKS

SEAL GAP AND WELD WATERTIGHT

FISH CONTACTING MUST BE GROUND

SMOOTH TO TOUCH PER M-001

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US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

MF505

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1. WELD FLANGES FLUSH WITH END OF FLUME.

2. POSITION FRONT LID STIFFENER FLUSH WITH SIDE WALL PRIOR TO

DRILLING FLUME FOR RIVETS.

3. MATCH-MARK HOLES PRIOR TO DRILLING.

4. COLD FORM, SEE TRAVERSING FLUME FLAT PATTERN ON THIS SHEET

FOR EXAMPLE.

5. POSITION LID AND MATCH-DRILL FOR 1/4-20 x 1" BOLT.

WELD BOLT IN PLACE. PROVIDE MATCHING WASHER AND NUT.

6. SEE M-001 FOR GENERAL NOTES

1'-31 8"

1'-3 8"

1' -3

8"

1' -3

8"

16" TYP

SEE NOTE 3

" T

YP

16" TYP

16" TYP

SCALE:

TRAVERSING FLUME FLANGE

3" = 1'-0"

8"

1' -5

4"

3' -1

8"

1'-0" 4'-0"

10'-0"

SYMMETRIC

FLAT PATTERN

1" = 1'-0"

WELDED FLANGE, TYP

SEE NOTE 1

SEE DETAIL ON THIS SHEET

SCALE:

TRAVERSING FLUME, 2'-6"

NTS

SEE NOTE 4

WELDED FLANGE, TYP

SEE NOTE 1

SEE DETAIL ON THIS SHEET

SEE NOTE 4

SCALE:

TRAVERSING FLUME, 1'

NTS

SEE NOTE 4

WELDED FLANGE, TYP

SEE NOTE 1

SEE DETAIL ON THIS SHEET

SCALE:

TRAVERSING FLUME, 2'

NTS

1/4" PLATE

8" TYP

2"

1'-23 8"

2" TYP

4"

T

YP

SCALE:

FLUME PLATE

6"=1'-0"

BOLTED LID

SEE DETAIL ON THIS SHEET

2 PER ASSEMBLY

TRAVERSING FLUME ASSEMBLY

1/8

1/8 TYP, ALL FLUME PLATES

2'-6" TYP

TYP

1" 11"11"

SEE NOTE 3

SEE NOTE 3

TYP

1"

2"

1"45°

WELD OR BOLT-ON HANDLE

2 REQUIRED

1'-0"1'-0"

3'-2"

8"

8"

5"

TRAVERSING FLUME ASSEMBLY

SCALE:

TRAVERSING FLUME BOLTED LID PLAN VIEW

3/4" = 1'-0"

SECTION

SCALE:

6" = 1'-0"

BOLTED FLUME LID

3" = 1'-0"

FLUME PLATE, TYP

SEE DETAIL ON THIS SHEET

DRILL FOR 1/2" STAINLESS

STEEL ANCHOR PER MF101

TYPICAL

4"

4"

4" 8"

FLUME SUPPORT

PER:

NO. REQD:

1-1/2"=1'-0" 4" x 3" x 3/8" STRUCTURAL ANGLE

ASTM B209 6061-T6

SEE SHEET MF101

CJP1/4 TYP

CJP

1' -1

4"

16" SLOT

TYP

2'-0"

2"

2"61

8"

45°

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US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

MF506

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WELDED FLANGE

SEE NOTE 2

SHEET MF-502

WELDED FLANGE

SEE NOTE 2

SHEET MF-506

FLUME TRANSITION

TRANSITION ASSEMBLY

16"

1'-1111 16"

2'-79 16"

3 13 16 "

1' -5

90 DEGREE CONNECTOR ASSEMBLY

WELDED FLANGE

SEE NOTE 2

SHEET MF-506

REMOVE FLANGE INNER RADII TO FIT WELDMENT

90 DEG CONNECTOR WELDMENT

R1'-113 4"

R3'-5 8"

1" TYP

FLAT PLATE

FLAT PLATE

OUTER WALL

INNER WALL

1-3

SCALE:

90 DEGREE CONNECTOR WELDMENT

WELD DETAILS

NTS

NOTES

1. 90 DEG CONNECTOR MAY BE FABRICATED BY ALTERNATE MEANS PER

SHEET M-001 AND SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.

2. TRANSITION ASSEMBLY MAY BE FABRICATED BY ALTERNATE MEANS PER

SHEET M-001 AND SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.

3. WELD FLANGES FLUSH WITH ENDS.

4. SEE GENERAL NOTES ON M-001

3/16" NOTCH

FOR FLANGE, TYP

R2'-0"

1" TYP

R3'-3 16"

1" TYP

SCALE:

TRANSITION

FOLDED ISOMETRIC

NTS

SCALE:

TRANSITION

ELEVATION VIEW

3" = 1'-0"

4"

12"

SCALE:

TRANSITION

END VIEW

3" = 1'-0"

1'-0"

1' -0

8"

1'-8"

4"

1'-613 16" 31

16"

4"

4" 4"

1-3

FLAT PLATE

INNER WALL

1'-7 8"

1' -0

1' -7

TRANSITION PATTERN

3"=1'-0"

FLAT PLATE

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

INNER WALL

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

OUTER WALL

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

RAMP PLATE

SEE DETAIL ON MF501

NOTCH OUTER WALL SO RAMP PLATE

SITS FLUSH WITH BOTTOM PLATE

1'-6"

1' -13

3/16 3/16

SCALE:

90 DEG CONNECTOR

RAMP PLATE POSITION 1

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

1-3

RAMP PLATE, POSITION 1

SCALE:

90 DEG CONNECTOR

RAMP PLATE POSITION 2

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

11"

4"

3/16

3/16RAMP PLATE

SEE DETAIL ON MF501

NOTCH OUTER WALL SO RAMP PLATE

SITS FLUSH WITH BOTTOM PLATE

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US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

MF507

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WELDED FLANGE, TYP

SEE DETAIL ON MF505

SEE NOTES 1 AND 2

SCALE:

TRAVERSING FLUME SPLITTER ASSEMBLY

NTS

FLAT PLATE

SIDE PLATE

SIDE PLATE

INNER PLATENOTCH CORNERS FOR FLANGE

3" = 1'-0"

TRAVERSING SPLIT

3" = 1'-0"

SCALE:

FLAT PLATE

3" = 1'-0"

SCALE:

SIDE PLATE

3" = 1'-0"

SCALE:

INNER PLATE

3" = 1'-0"

R1'-4" TYP

R4" TYP4"

1' -8

3"

1'-0"

2'-8"

R4"

1'-13 16"

1' -8

R1'-43 16"

2"

R4"

3"

8"

1-3 TYP

R4"

NOTES

1. TRAVERSING FLUME SPLITTER MAY BE FABRICATED BY ALTERNATE MEANS PER

SHEET M-001 AND SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.

2. WELD FLANGES FLUSH WITH ENDS OF FLUME.

3. COLD FORM, SEE TRAVERSING FLUME FLAT PATTERN ON MF505 FOR EXAMPLE.

4. POSITION LID AND MATCH-DRILL FOR 1/4-20 x 1" BOLT.

WELD BOLT IN PLACE PER DETAIL ON MF505. PROVIDE MATCHING WASHER AND NUT.

5. SEE M-001 FOR GENERAL NOTES

SEE NOTES 2, 3, 4

CJP

CJP

CJP

CJP

SEE NOTES 2, 3, 4

SCALE:

TRAVERSING FLUME, 5'

NTS

SCALE:

TRAVERSING FLUME, 8'

NTS

FLUME PLATE, TYP

SEE DETAIL ON MF505

FLUME PLATE, TYP

SEE DETAIL ON MF505

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US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

MF103

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TRAP LID ASSEMBLY

SHEET MF512

WELDED FLANGE

SEE NOTE 1

SHEET MF506

WATER INTAKE

SEE DETAIL ON THIS SHEET

SEE NOTE 2

TRAP DRAIN

SEE DETAIL ON THIS SHEET

SEE NOTE 2

LAMPREY FLUME CONNECTOR

WELDED IN PLACE

SHEET MF511

TRAP BOX

SHEET MF510

SCALE:

TRAP BOX ASSEMBLY

FRONT ISOMETRIC VIEW

NTS

SCALE:

TRAP BOX ASSEMBLY

FRONT ISOMETRIC BREAK OUT

NTS

FYKE ASSEMBLY

SLIDES INTO FRAME GUIDES

SEE DETAILS ON MF511

LAMPREY SCREEN

PARTIAL PATTERN SHOWN

SEE NOTE 1

SHEET MF511

V-NOTCH WEIR

SEE NOTE 1

SHEET MF511

WATER SUPPLY SCREEN

BOLT TO SCREEN BRACKET

SHEET MF511

SCREEN BRACKET

SEE NOTE 1, 4 SIDES

SHEET MF512

ADJUSTABLE SENSOR BRACKET

SHEET MF510

SCALE:

TRAP BOX ASSEMBLY

REAR ISOMETRIC BREAK OUT

NTS

FYKE FRAME GUIDE, 4 REQ.

L 3/4" x 1/2" x 3/16" 1" B209 5052 AL

SEE DETAILS ON MF512

FYKE FRAME REST

L 1" x 1/2" x 3/16" 1‐2 3/4" B209 5052 AL

SEE DETAILS ON MF512

MF-512

4" NPT CAM LOCK FITTING

MALE THREADED

4" DIA SCH 40 Al PIPE X 4"

MALE THREADED

2" NPT CAM LOCK FITTING

MALE THREADED

2" DIA SCH 40 Al PIPE X 19-1/4"

MALE THREADED

TRAP DRAIN

NOTES

1. LAMPREY SCREEN, V-NOTCH WEIR, AND SCREEN BRACKETS TO BE WELDED IN PLACE

WITH 1"-3" STITCH WELDS, BOTH SIDES.

2. VERIFY CLEARANCE WITH HOLE SPECIFIED ON SHEET MF-510 PRIOR TO WELDING.

IF CLEARANCE CANNOT BE ACHIEVED WITH CURRENT DIMENSION, SUBMIT PROPOSED

REVISIONS FOR APPROVAL BEFORE FABRICATION.

3. CHANNEL HEIGHT AND WIDTH FOR REFERENCE ONLY. ADJUST CHANNEL SIZE AND

AND USE SHIM PLATES AS NEEDED TO SUIT FIELD CONDITIONS. ANCHOR CHANNEL TO

CONCRETE WITH 5/8" DROP-IN ANCHORS AND MATCHING FASTENERS.

4. SEE M-001 FOR GENERAL NOTES

4" NPT BRASS BALL VALVE

FEMALE TO FEMALE

THREADED

2" NPT BRASS BALL VALVE

FEMALE TO FEMALE

THREADED

3/16 3/16

WATER SUPPLY LID ASSEMBLY

SHEET MF512

WEATHER RESISTANT DRAW LATCH

3-7/16" x 1-7/8"

2 PER WATER SUPPLY LID

RIVET TO TRAP BOX

WEATHER RESISTANT DRAW LATCH

3-7/16" x 1-7/8"

RIVET TO TRAP BOX

TRAP BOX SUPPORT

TS 5 x 5 x 1/4 5052 PER B221

MF512

SEE NOTE 3

WATER SUPPLY DRAIN

SEE DETAIL ON THIS SHEET

SEE NOTE 2

90 DEG ELBOW ADAPTER

FEMALE TO MALE THREADED

THREADED TANK WALL

INLET ADAPTER

WATER SUPPLY DRAIN

THREADED TANK WALL

INLET ADAPTER

INLET WELDED FLUSH

SEE MF510

90 DEG ELBOW ADAPTER

FEMALE TO MALE THREADED

2" DIA SCH 40 Al PIPE X 8-3/4"

MALE THREADED

2" NPT BRASS BALL VALVE

FEMALE TO FEMALE

THREADED

2" NPT CAM LOCK FITTING

MALE THREADED

WATER INTAKE

JBOX MOUNTING BRACKET

2 REQ

SEE MF511

MF511

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