Plans - McNary Powerhouse Turbine Draft Tube Slot Filler.pdf

SUB -STATION

SHORE FISHWAY

WASHINGTON

RIGHT ABUTMENT

NAVIGATION LOCK

NORTH NON-OVERFLOW

P O W E R H O U S E

WITH LIGHT

CONC. PILLAR

RAMP

BOAT

RAMP

BOAT

FISH COUNTING STATION

WELL NO. 2

LEFT ABUTMENT

FISHWAY

OREGON SHORE

SOUTH NON-OVERFLOW

PUMPHOUSE

FISH FACILITIES

JUVENILE

C.B.L.

DOCK

TANK

DOCK

LOADING

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WALLA WALLA DISTRICT

TURBINE DRAFT TUBE SLOT FILLER

POWERHOUSE

COLUMBIA RIVER, OREGON AND WASHINGTON

MCNARY LOCK AND DAM

W912EF25BA002

FEBRUARY 2025

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LOCATION MAP

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VICINITY MAP

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LOCATION

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SEE LOCATION

SPOKANE

OREGON

CLEARWATER R.

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(S o lid

C o n s tru c tio n

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To Plymouth

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N 225,000

N 6,000 x x x x x x x x x x x x x x x xx x x x x x x x

N 7,000 xx x x x x x

N 2,000

N 3,000

( NORTH SHORE )

W A S H I N G T O N

WALL

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TO UMATILLA

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(SOUTH SHORE)

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STORAGE AREA

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W A L L U L A L A K E

D E V O

R E R

O A D of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: SUBMITTED BY:

SUBMITTED BY:

APPROVED BY:

WALLA WALLA DISTRICT

CHIEF OF DESIGN BRANCH

MARCUS PALMER, P.E.

WALLA WALLA DISTRICT

CHIEF OF ENGINEERING & CONSTRUCTION DIVISION

DWAYNE WESTON, P.E.

WALLA WALLA DISTRICT

CHIEF OF STRUCTURAL DESIGN SECTION

JULIO MORELOS, P.E.

project documents within the scope of their employment as required by ER 1110-1-8152.

The initials or signatures and registration designations of individuals appear on these This project was designed by the Walla Walla District of the U.S. Army Corps of Engineers.

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1/16"

WELD ACCESS

PLATES (TYP)

END OF ALL WELDED

WRAP-WELD AROUND

PLATES (TYP)

END OF ALL WELDED

WRAP-WELD AROUND

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CONTROL DIMENSIONS (± 1/16" TOLERANCE, UNO)

1 35' - 7"

(MEASURED AT THE TOP AND BOTTOM)

(OUTSIDE TO OUTSIDE)

SLOT FILLER WIDTH

(MEASURED AT LEG 1 AND LEG 2)

(OUTSIDE BEARING SHOE TO OUTSIDE GUIDE SHOE)

(U/S TO D/S)

SLOT FILLER DEPTH

3' - 4 1/8"

25' - 6" CENTER OF ALIGNMENT PINS

"A" UPSTREAM SPREADER BASE BOTTOM TO BOTTOM OF SKIN PLATE13' - 6 7/16"

21' - 0"

14' - 0 7/16"

CENTER OF LIFTING BRACKET

SEE SPECIFICATION SECTION (05 50 14.01 28)

CONTROL DIMENSIONS CHART

7 17' - 6 3/4"

18' - 0 3/4"

SHEET

S-102/S-103

S-102/S-103

S-102/S-103

S-102/S-103

S-102/S-103

14'-0 5/8"9 S-102/S-103

S-102/S-103

S-102/S-103

S-102/S-103"B" DOWNSTREAM SPREADER BASE BOTTOM TO BOTTOM OF SKIN PLATE

REMAINING SETS. A REVISED SHOP DRAWING SUBMITTAL MAY BE REQUIRED.

COMPLETE, THE CONTRACTOR WILL BE RELEASED TO FABRICATE THE

THE 90 CALENDAR DAY TEST PERIOD. ONCE THE TESTING PERIOD IS

REQUIRED FOR THE REMAINING SLOT FILLERS, THEY WILL BE MADE DURING

CALENDAR DAYS TO TEST EACH SLOT FILLER. IF DESIGN CHANGES ARE

AND 1 SOUTH SLOT FILLER), THE GOVERNMENT WILL TAKE UP TO 90

UPON DELIVERY OF THE FIRST SET OF SLOT FILLERS (1 NORTH SLOT FILLER 3.

ARE THE RESPONSIBILITY OF THE CONTRACTOR.

NEEDED). ANY CRIBBING OR SECURING OF THE LOAD AFTER REPOSITION

SHIPPING PLAN SUBMITTAL TO ALLOW TIME TO SCHEDULE CRANE USE (IF

REQUIRED, INCLUDE REPOSITIONING PLANS WITH THE DELIVERY AND

MCNARY MUST BE OPERATED BY MCNARY PERSONNEL. IF REPOSITIONING IS

REPOSITIONING SLOT FILLERS THAT MAY REQUIRE IT. CRANES OWNED BY

AND TO THE TAILRACE DECK. CRANES AT MCNARY WILL BE AVAILABLE FOR

REPOSITIONED ON THE TRUCK IN ORDER TO MAKE IT THROUGH THE GATE

UPON ARRIVAL AT MCNARY LOCK AND DAM THE SLOT FILLER MAY NEED TO BE 2.

EACH SLOT FILLER.

REQUIRED. THE CONTRACTOR IS FULLY RESPONSIBLE FOR SHIPPING OF

OREGON/WASHINGTON. SPECIAL SHIPPING ARRANGEMENTS WILL BE

FILLER IS LARGER THAN A STANDARD LOAD PERMITTED ON HIGHWAYS IN

DELIVERY TO THE TAILRACE DECK AT MCNARY LOCK AND DAM. THE SLOT

EACH SLOT FILLER MUST BE FULLY FABRICATED IN A SHOP PRIOR TO 1.

GENERAL NOTES

"C" UPSTREAM SPREADER BASE BOTTOM TO BOTTOM OF SKIN PLATE

"D" DOWNSTREAM SPREADER BASE BOTTOM TO BOTTOM OF SKIN PLATE

STRAIGHT LINE BY MORE THAN ± 1/16"

SHALL NOT VARY FROM A

BE PARALLEL WITHIN 1/8" AND

OF THE BEARING SHOES SHALL

THE CONTACTING SURFACES

A3

DETAIL: SLOT FILLER ALIGNMENT TOLERANCE

N.T.S.

10 14' - 6 5/8" S-102/S-103"F" DOWNSTREAM SPREADER BASE BOTTOM TO BOTTOM OF SKIN PLATE

11 REF A11 SLOT FILLER ALIGNMENT TOLERANCE

12 1/16" S-102/S-103SLOT FILLER LEGS FROM PLUMB

"E" UPSTREAM SPREADER BASE BOTTOM TO BOTTOM OF SKIN PLATE

G-002

1.0 STRUCTURAL STEEL

GENERAL STRUCTURAL NOTES

2.0 DESIGN STANDARDS

3.0 QUANTITY

PRIMARLY WITH SYSYEM 5-E-Z.

POLYSILOXANE. THE REMAINING SLOT FILLER SETS ARE TO BE PAINTED

ONLY THE FIRST SLOT FILLER SET IS TO BE PAINTED PRIMARLY WITH EPOXY 3.2

SOUTH.

UNIT. THIS CONTRACT WILL REQUIRE 12 SLOT FILLERS, SIX NORTH AND SIX

SEPARATE NORTH AND SOUTH SLOT FILLERS SHALL BE FABRICATED FOR EACH 3.1

AWS D1.1 - 20202.2

AISC 325 - STEEL CONSTRUCTION MANUAL 15TH EDITION2.1

GENERAL STRUCTURAL NOTES (CONT.)

ABBREVIATIONS

NOT TO SCALENTS

MISCELLANEOUSMISC

UPSTREAMU/S

PLATEPL

ON CENTEROC

LOOKINGLKG

IN ACCORDANCE WITHI.A.W.

SECTIONS

HOLLOW STRUCTURAL HSS

FRAMEFR

ELEVATIONEL

DOWNSTREAMD/S

DIMENSIONDIM

DIAMETERDIA

CENTERLINECL

CENTER OF GRAVITYCG

CENTER TO CENTERCC

BOTTOMBOT

AMERICIAN WELDING SOCIETYAWS

INSTITUTE

AMERICIAN IRON AND STEEL AISI

CONSTRUCTION

AMERICIAN INSTITUTE OF STEEL AISC

UNLESS NOTED OTHERWISEUNO

WEIGHT POLYETHYLENE

ULTRA HIGH MOLECULAR UHMW

TYPICALTYP

THREADTHD

SIMILARSIM

SECTIONSECT

ENGINEERS

SOCITEY OF AUTOMOBILE SAE

STRUCTURAL CONNECTIONS

RESEARCH COUNCIL ON RCSC

REFERENCEREF

INDEX

NEW ITEMS

EXISTING ITEMS

LINE STYLE LEGEND

VARY FROM A STRAIGHT LINE BY MORE THAN ±1/16"

EDGES BY MORE THAN 1/16" AND SHALL NOT

PERPENDICULAR TO THE TOP OR BOTTOM

OUTER EDGES SHALL NOT VARY FROM

STRAIGHT LINE BY MORE THAN ±1/16"

WITHIN 1/8" AND SHALL NOT VARY FROM A

TOP AND BOTTOM EDGES SHALL BE PARALLEL

NEAR END

FAR END

WITHOUT GOVERMENT APPROVAL.

1.12 DO NOT WELD ANY LIFTING DEVICES NOT IN THE PLAN SET TO THE SLOT FILLER

WITHOUT GOVERNMENT APPROVAL.

1.11 SPLICES IN STEEL MEMBERS ARE NOT ALLOWED UNLESS NOTED OTHERWISE

1.10 ALL BOLT HOLES ARE TO BE STANDARD SIZE UNLESS NOTED OTHERWISE.

28.

WATER TIGHTNESS PRIOR TO PAINTING, SEE SPECIFICATION SECTION 05 05 23.16

WRAPPED. PROVIDE SEAL WELDS FOR ALL WELDED COMPONENTS TO ENSURE

DETAIL BELOW. MATCH ADJACENT WELD SIZES AT LOCATIONS THAT ARE TO BE

OR THE REQUIRED REINFORCING WELD SIZE PER AWS D1.1 AND WELD WRAP

WRAP ALL WELDS USING THE REQUIRED WELD SIZES SHOWN ON THE DRAWINGS 1.9

SPECIFICATION SECTION 09 97 02.01 28.

SURFACE PREPARATION AND COATING APPLICATION MUST BE CERTIFIED PER

FOR ALL REMAINING SLOT FILLERS. ALL PAINTING CONTRACTORS ENGAGED IN

SET OF SLOT FILLERS (ONE NORTH ONE SOUTH SLOT FILLER). USE SYSTEM 5-E-Z

SPECIFICATION SECTION 09 97 02.01 28. USE EPOXY POLYSILOXANE FOR THE FIRST

1.8 CONFORM PAINTING FOR SLOT FILLERS TO ALL REQUIREMENTS STATED IN

EDGES OF ALL DRAIN HOLES TO A 1/8" RADIUS UNLESS NOTED OTHERWISE.

1.7 BREAK ALL EDGES TO A 1/16" RADIUS UNLESS NOTED OTHERWISE. BREAK ALL

AND PROVIDE THE LIST FOR GOVERNMENT APPROVAL.

WELD IS LOCATED ON. ADD THIS LIST TO THE FIRST PAGE OF THE SHOP DRAWINGS

SHOP DRAWINGS IN LIST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE

1.6 PROVIDE ANY IDENTIFIED MISSING WELDS ADDED BY THE CONTRACTOR TO THE

IN SPECIFICATION SECTION 05 05 23.16 28.

1.5 ALL WELDING SHALL CONFORM TO REQUIREMENTS OF AWS D1.1-2020 AS STATED

SPECIFICATION SECTION 05 50 14.01 28.

1.4 ALIGNMENT PINS SHALL BE ASTM A36 UNLESS STATED OTHERWISE. SEE

UNC, SIZED AS INDICATED.

SPECIFICATION SECTION 05 50 14.01 28. THREADS FOR PINS AND NUTS SHALL BE

SHALL BE ASTM A563, GRADE DH, PROVIDE ADHESIVE THREAD LOCKER, SEE

1.3 LIFTING PINS SHALL BE ASTM A193 GRADE B7 UNLESS STATED OTHERWISE. NUTS

SECTION 05 50 14.01 28.

FABRICATION OF THE SLOT FILLER SHALL BE ASTM A1085. SEE SPECIFICATION

1.2 UNLESS OTHERWISE NOTED, ALL HOLLOW STRUCTURAL SECTIONS (HSS) USED IN

ASTM A572 WITH A 50 KSI YIELD. SEE SPECIFICATION SECTION 05 50 14.01 28.

OF THE SLOT FILLER, LIFTING BRACKET, AND ALIGNING WELDMENT, SHALL BE

1.1 UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL PLATE USED IN FABRICATION

WELD WRAP DETAIL

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SPILLWAY

STA. 0+00)

(POWERHOUSE

C.B.L.

GATE NO.1

PRIMARY TRUCK ACCESS ROUTE

FISH LADDER

GATE NO.2

BRIDGE NO.1

GATE NO.3

SOUTH SLOT (14 PLACES)

NORTH SLOT (14 PLACES)

INTAKE DECK

NORTH

EARTHEN DAM

GATE NO.4

TAILRACE DECK

JUVENILE FISH FACILITY

CRANE RAIL

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SCALE: NTS

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DeSCHUTES AVE

DEVO

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U.S. 730

I-8

3RD ST.

RAILROAD

WASHINGTON

OREGON

L A K E W A L L U L A

UNIT 1

UNIT 2

UNIT 3

UNIT 4

UNIT 5

UNIT 6

UNIT 7

UNIT 8

UNIT 9

UNIT 10

UNIT 11

UNIT 12

UNIT 13

UNIT 14

RESTRICTED ACCESS POINTS

RESTRICTION POINT DESCRIPTION

GATE NO. 1 WIDTH: 19'-6", FENCE HEIGHT: 8'-4"

GATE NO. 2

GATE NO. 3

GATE NO. 4

BRIDGE NO. 1

WIDTH: 23'-4", FENCE HEIGHT: 8'-4"

WIDTH: 26'-0", FENCE HEIGHT: 8'-4"

WIDTH: 15'-4", RAILING HEIGHT: 3'-0", HS20

COLUMBIA RIVER

LAYDOWN YARD

WIDTH: 28'-3", FENCE HEIGHT: 8'-4"

MEASUREMENTS ARE APPROXIMATE, CONTRACTOR TO VERIFY.

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5'-1 1/2 "35'-9"4'-3"35'-9"5'-1 1/2 "

CURB

POWERHOUSE WALL

CRANE RAIL

OPEN TO FISH COLLECTION CHANNEL GRATING (CLOSED FISH CHANNEL BELOW)

CRANE RAIL

DRAFT TUBE APRON (BELOW)

LIGHT STANDARD BASE

SLOT (BELOW)

FISH ENTRANCE BULKHEAD

CURB AND FENCE AROUND OPENING

POWERHOUSE WALL

DRAFT TUBE APRON

NORTH DRAFT TUBE

SOUTH DRAFT TUBE

(SEE NOTE 1)

(DEPLOYED)

SLOT FILLER

NORTH

(SEE NOTE 1)

(DEPLOYED)

SLOT FILLER

SOUTH

DRAFT TUBE BULKHEAD NORTH SLOT

SOUTH SLOT

BULKHEAD

DRAFT TUBE

4'-0"

5'-0"

3'-8 1/2 "3 1/2 "

3'-5" 3 1/2 "

CLOSED FISH CHANNEL

POWERHOUSE WALL

DRAFT TUBE BULKHEAD SLOT

GRATING

CRANE RAIL

/2

/2

COVER/GRATING

4' 0" 8' 0" 16' 0"0 4' 0" 8' 0" 16' 0"0

4"4"

(SEE NOTE 2)

(STORED-STACKED)

SLOT FILLER

(SEE NOTE 3)

(DOGGED)

SLOT FILLER

DOGGING BEAM

BEAM

DOGGING

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

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B M

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B Y

C H

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K E

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N B

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D E

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IG

N E

D B

Y

C O

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N O

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IC

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D A

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S I Z

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M A

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D E

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A T

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

DRAFT TUBE BULKHEAD NORTH SLOT DRAFT TUBE BULKHEAD SOUTH SLOT

A9

BULKHEAD SLOT

: DRAFT TUBE SECTION

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

DRAFT TUBE

EL. 287.00

EL. 242.00

EL. 213.00

EL. 265.50

EL. 204.30

EL. 185.64

EL. 184.96

(TOP OF SLOT FILLER)

EL. 205.75±

A1

: DRAFT TUBE SLOT FILLERISOMETRIC

N.T.S.

A13

PLAN: TAILRACE DECK (EL. 287.0')

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

THAT THE GRATING RESTS ON.

THE DOWNSTREAM SIDE. THE DOGGING BEAMS WILL REST ON THE SAME LIP

ARE DESIGNED TO BE INSERTED INTO THE DOGGING BEAM RECEIVER FROM

DUE TO THE PROXIMITY OF THE POWERHOUSE WALL, THE DOGGING BEAMS 3.

UPPER FILLER IN A SLOT.

FUNCTION CAN ACCOMMODATE EITHER A NORTH OR SOUTH FILLER AS THE

SHALL BE STACKED IN THE SAME SLOT AT ANY GIVEN TIME. THE STACKING

STACK ON ADJACENT SLOT FILLERS. NO MORE THAN ONE SLOT FILLER

DRAFT TUBE FLOOR. FOR STORAGE THE SLOT FILLERS ARE DESIGNED TO

THE BASE OF THE SLOT FILLERS ARE DESIGNED TO SUIT THE SLOPE OF THE 2.

STACKED WITH THE DOWNSTREAM SIDE FACING DOWNSTREAM.

DEDICATED UNIT. THE SLOT FILLERS MUST ALWAYS BE INSTALLED OR

THE SLOT FILLERS ARE TO BE DEPLOYED AS A NORTH & SOUTH PAIR FOR A 1.

GENERAL NOTES

(14 TOTAL)

(1) POWERHOUSE MAIN UNIT MONOLITH

T A

IL

R

A C

E D

E C

K

S I

D

F

IN

A L

T U

R B

IN

E

D R

A F

T T

U B

E S

L O

T F

IL

L

E R

P O

W E

R H

O U

S E

C O

L U

M B

IA

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IV

E

R O

R E

G O

N A

N D

W A

S H

IN

G

T O

N

M C

N A

R Y

L O

C K

A N

D D

A M

W

E F

B A

F E

B R

U A

R Y

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

J U

L

IO

M O

R E

L O

S P

.E

P L

A N

A N

D E

L E

V A

T

IO

N S

S L

O T

F

IL

L E

R A

S S

E M

B L

Y

S O

U T

H D

R A

F T

T U

B E

S-102

R

H A

U G

E N

J.

M

IL

L

IG

P -1

-5 -3

H

O U

C

P

D

:3

:1

P

M

/2 /2

M N c S

-1

X

X X

.d g n

35'-7" (± 1/16)(CRITICAL DIMENSION)

/8

/2

(G U

ID

E

S H

O E

(SEE J1/S-505)

ALIGNMENT PIN

(SEE H17 & J7/S-505)

LIFTING PIN & BRACKET

LIFTING PIN & BRACKET

(SEE M1/S-501)

SLOT FILLER FRAME

/2 (B

E A

R

IN

G S

H O

E

DOGGING BEAM RECEIVER

BLOCK (S-507)

STACKING SPACER

(A12/S-506)

RECEIVER

DOGGING BEAM

BLOCK

SPACER

STACKING

(SEE A16/S-505)

GUIDE SHOE (THICK)

GUIDE SHOE

GUIDE SHOE

GUIDE SHOE

(SEE A5/S-505)

LEAF SPRING (THICK)

LEAF SPRING

LEAF SPRING

1" TOP PLATE

BLOCK (S-507)

STACKING SPACER

BEARING SHOE

BEARING SHOE

(CRITICAL DIMENSION)

± 1/16" (FROM PLUMB)

1' 0" 2' 0" 4' 0"0

1' 0" 2' 0" 4' 0"0 1' 0" 2' 0" 4' 0"0

GUIDE SHOE

GUIDE SHOE

LEAF SPRING

LEAF SPRING

GUIDE SHOE (THICK)

GUIDE SHOE

LEAF SPRING (THICK)

BLOCK

STACKING SPACER

ALIGNMENT PINLIFTING PIN & BRACKET

DOGGING BEAM & RECEIVER

GUIDE SHOE

GUIDE SHOE

LEAF SPRING

LEAF SPRING

GUIDE SHOE (THICK)

GUIDE SHOE

LEAF SPRING (THICK)

RECEIVER(S-506)

DOGGING BEAM AND

MANUFACTURE DATA PLATE (S-901)

LIFTING PIN AND BRACKET

ALIGNMENT PIN

SLOT FILLER FRAME

BLOCK (S-507)

STACKING SPACER

6"3'-6 1/2 "3'-3"4'-2 3/8 "4'-2 3/8 "4'-2 1/2 "4'-2 3/8 "4'-2 3/8 "3'-4 3/4 "3'-4 3/4 "6"

2"

1'-0"

2"

1'-0" 1'-8"

7'-3 1/2 " (± 1/32)(CRITICAL DIMENSION)21'-0"7'-3 1/2 "

5'-0 1/2"25'-6" (± 1/16)(CRITICAL DIMENSION)5'-0 1/2"

/8

L E

A F

S P

R

IN

G

1'-6"

LEG 1 (SEE A6/S-503)

LEG 2 (SEE A1/S-503)

(SEE A9/S-505)

BEARING SHOE (THICK)

PIN

ALIGNMENT

SPREADER BASE (J1/S-504)

1" SKIN PLATE 1 (J4/S-501)

1" SKIN PLATE 2(J17/S-501)

(1" PLATE)

TOP PLATE

WITH LIFTING BRACKETS

ALIGN CHOCKS (BELOW)

(E16/S-501)(2 PLACES)

SIDE PLATE (1/2" PLATE)

FILLER FRAME-DIAGONAL

1" TOP PLATE

1" SKIN PLATE 3(J1/S-501)

1" SKIN PLATE 3(J1/S-501)

1" SKIN PLATE 3(J1/S-501)

FISH SWEEPER BRUSH

(SEE S-508)

FISH SWEEPER BRUSH

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

C

D

E

F

G

H

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B M

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E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

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IC

IT

A

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IO

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IS

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U E

D A

T E

S I Z

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M A

R K

D E

S C

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IP

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N D

A T

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

E N

D

A

B

C

D

E

F

G

H

(C R

IT

IC

A L

D

IM

E N

S

IO

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E N

D

K

A1

SOUTH SLOT FILLER - DOWNSTREAM ELEVATION

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

K1

PLAN - SOUTH SLOT FILLER

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

A16

ELEV - SOUTH SLOT FILLER (LKG NORTH)

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

3/16

SMOOTH

CJP- GROUND SMOOTH

CJP- GROUND

SMOOTH

CJP- GROUND

SMOOTH

GROUND

CJP-

3/16

TYP

3/16

TYP

SMOOTH (TYP)

CJP- GROUND

3/16

TYP

3/16

F L

O W

5/16

TYP

5/16

TYP

FLOW

J

T O

B O

T T

O M

O F

S K

IN

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(C

R

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IC

A

L D

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N S

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A

U P

S T

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A M

S P

R E

A D

E R

B A

S E

B O

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/1

T O

B O

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O M

O F

S K

IN

P

L A

T E

(C

R

IT

IC

A

L D

IM

E

N S

IO

N

B

D O

W N

S T

R E

A M

S P

R E

A D

E R

B A

S E

B O

T T

/1

T O

B O

T T

O M

O F

S K

IN

P

L A

T E

(C

R

IT

IC

A

L D

IM

E

N S

IO

N

C

U P

S T

R E

A M

S P

R E

A D

E R

B A

S E

B O

T T

/4

T O

B O

T T

O M

O F

S K

IN

P

L A

T E

(C

R

IT

IC

A

L D

IM

E

N S

IO

N

E

U P

S T

R E

A M

S P

R E

A D

E R

B A

S E

B O

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/8

T O

B O

T T

O M

O F

S K

IN

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L A

T E

(C

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IC

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L D

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E

N S

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N

F

D O

W N

S T

R E

A M

S P

R E

A D

E R

B A

S E

B O

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B O

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O M

O F

S K

IN

P

L A

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(C

R

IT

IC

A

L D

IM

E

N S

IO

N

D

D O

W N

S T

R E

A M

S P

R E

A D

E R

B A

S E

B O

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/4

A1

A16

S-103

K16

S-502

G16

S-502

A16

S I

D

F

IN

A L

T U

R B

IN

E

D R

A F

T T

U B

E S

L O

T F

IL

L

E R

P O

W E

R H

O U

S E

C O

L U

M B

IA

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IV

E

R O

R E

G O

N A

N D

W A

S H

IN

G

T O

N

M C

N A

R Y

L O

C K

A N

D D

A M

W

E F

B A

F E

B R

U A

R Y

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

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D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

J U

L

IO

M O

R E

L O

S P

.E

P L

A N

A N

D E

L E

V A

T

IO

N S

S L

O T

F

IL

L E

R A

S S

E M

B L

Y

N O

R T

H D

R A

F T

T U

B E

S-103

R

H A

U G

E N

J.

M

IL

L

IG

P -1

-5 -3

H

O U

C

P

D

:3

:2

P

M

/2 /2

M N c S

-1

X

X X

.d g n

35'-7"(± 1/16)(CRITICAL DIMENSION)

2"

/8

/2

(G U

ID

E

S H

O E

(SEE J1/S-505)

ALIGNMENT PIN

(SEE H17 & J7/S-505)

LIFTING PIN & BRACKET

LIFTING PIN & BRACKET

(SEE S-501)

SLOT FILLER FRAME

ALIGNMENT PIN

/2 (B

E A

R

IN

G S

H O

E

DOGGING BEAM RECEIVER

1'-0"

BLOCK (S-507)

STACKING SPACER

BEAM RECEIVER

DOGGING

BLOCK

SPACER

STACKING

(SEE A16/S-505)

GUIDE SHOE (THICK)

GUIDE SHOE

GUIDE SHOE

GUIDE SHOE

(SEE A5/S-505)

LEAF SPRING (THICK)

LEAF SPRING

LEAF SPRING

1" TOP COVER PLATE

BLOCK (S-507)

STACKING SPACER

(SEE A9/S-505)

(THICK)

BEARING SHOE

BEARING SHOE

BEARING SHOE

(CRITICAL DIMENSION)

± 1/16" (FROM PLUMB)

2"

1'-0"

1' 0" 2' 0" 4' 0"0

1' 0" 2' 0" 4' 0"0 1' 0" 2' 0" 4' 0"0

GUIDE SHOE

GUIDE SHOE

LEAF SPRING

LEAF SPRING

GUIDE SHOE (THICK)

GUIDE SHOE

WEAR PAD

1/8" UHMW

LEAF SPRING (THICK)

BLOCK

STACKING SPACERALIGNMENT PINLIFTING PIN & BRACKETDOGGING BEAM RECEIVER

BOTTOM PLATE

5/8" PLATE LEG

GUIDE SHOE

GUIDE SHOE

LEAF SPRING

LEAF SPRING

GUIDE SHOE (THICK)

GUIDE SHOE

LEAF SPRING (THICK)

RECEIVER (S-506)

DOGGING BEAM AND

MANUFACTURE DATA PLATE (S-901)

LIFTING PIN & BRACKET

ALIGNMENT PIN

SLOT FILLER FRAMEBLOCK (S-507)

STACKING SPACER

6""4

3'-4"4

3'-4"8

4'-2"8

4'-2"2

4'-2"8

4'-2"8

4'-23'-3""2

3'-66"

LIFTING PIN BRACKET

WITH LIFTING PIN BRACKETS

ALIGN CHOCKS (BELOW)

DOGGING BEAM RECEIVER

ALIGNMENT PIN

WITH LIFTING PIN BRACKETS

CHOCKS (J1/S-502) ALIGN

(BEHIND)

SIDE PLATE

FRAME "C" OR "H"

1" TOP PLATE

6" 1' 0" 2' 0"0

(SEE A1/S-503)

LEG 3

(SEE A6/S-503)

LEG 4

WEAR PAD

1/8" UHMW

(1" PLATE)

SKIN PLATE 1(1" PLATE)

SKIN PLATE 2

(E16/S-501)(2 PLACES)

SIDE PLATE (1/2" PLATE)

FILLER FRAME-DIAGONAL

(1" PLATE)

TOP PLATE

REINFORCEMENT (J4/S-505)

ALIGNMENT PIN WELDING

5'-0 1/2"25'-6"(± 1/16)(CRITICAL DIMENSION)5'-0 1/2"

7'-3 1/2 "(± 1/32)(CRITICAL DIMENSION)21'-0"7'-3 1/2 "

1'-8" 1'-8"

(1" PLATE)

SKIN PLATE 3

(1" PLATE)

SKIN PLATE 3

FISH SWEEPER BRUSH (S-508)

FISH SWEEPER BRUSH

SPREADER BASE (J1/S-504)

/8

L E

A F

S P

R

IN

G

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

E N

D

A

B

C

D

E

F

G

H

J

E N

D

K

K1

PLAN - NORTH SLOT FILLER

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

5/16

TYP

A16

ELEV - NORTH SLOT FILLER (LKG NORTH)

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

K16

& DOGGING ATTACHMENT

DETAIL: ALIGNMENT/LIFTING

1"=1'-0"SCALE:

5/16

TYP

3/16

TYP

5/16

TYP

5/16

TYP

5/16

TYP

3/16

3/16

TYP

(3/16)

FLOW

F L

O W

(C R

IT

IC

A L

D

IM

E N

S

IO

N

T O

B O

T T

O M

O F

S K

IN

P

L A

T E

(C

R

IT

IC

A

L D

IM

E

N S

IO

N

E

U P

S T

R E

A M

S P

R E

A D

E R

B A

S E

B O

T T

/8

T O

B O

T T

O M

O F

S K

IN

P

L A

T E

(C

R

IT

IC

A

L D

IM

E

N S

IO

N

F

D O

W N

S T

R E

A M

S P

R E

A D

E R

B A

S E

B O

T T

/8

T O

B O

T T

O M

O F

S K

IN

P

L A

T E

(C

R

IT

IC

A

L D

IM

E

N S

IO

N

C

U P

S T

R E

A M

S P

R E

A D

E R

B A

S E

B O

T T

/4

T O

B O

T T

O M

O F

S K

IN

P

L A

T E

(C

R

IT

IC

A

L D

IM

E

N S

IO

N

D

D O

W N

S T

R E

A M

S P

R E

A D

E R

B A

S E

B O

T T

/4

T O

B O

T T

O M

O F

S K

IN

P

L A

T E

(C

R

IT

IC

A

L D

IM

E

N S

IO

N

A

U P

S T

R E

A M

S P

R E

A D

E R

B A

S E

B O

T T

/1

T O

B O

T T

O M

O F

S K

IN

P

L A

T E

(C

R

IT

IC

A

L D

IM

E

N S

IO

N

B

D O

W N

S T

R E

A M

S P

R E

A D

E R

B A

S E

B O

T T

/1

A1

NORTH SLOT FILLER - DOWNSTREAM ELEVATION

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

K16

S-502

A8

A1

S I

D

F

IN

A L

T U

R B

IN

E

D R

A F

T T

U B

E S

L O

T F

IL

L

E R

P O

W E

R H

O U

S E

C O

L U

M B

IA

R

IV

E

R O

R E

G O

N A

N D

W A

S H

IN

G

T O

N

M C

N A

R Y

L O

C K

A N

D D

A M

W

E F

B A

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

JU

L

IO

M

O R

E L

O S

P

P

B O

T T

O M

A N

D S

ID

E

P L

A T

E S

D R

A F

T T

U B

E S

L O

T F

IL

L

E R

F R

A M

E

S-501

R

H A

U G

E N

J.

M

IL

L

IG

P -1

-5 -3

H

O U

C

P

D

:3

:4

P

M

/2 /2

M N c S

-5

X

X X

.d g n

SOUTH SLOT FILLER

NORTH SLOT FILLER

WELD ACCESS(4 PL)

35'-7"

/2

/2

5'-10 1/16 "

9 15/16 "

15/16 "

13/16 "

/1

/4

/8

/8

/8

34'-8 1/2 "

1 13/16 "

1 13/16 "

/8

7"34'-5"7"

7"34'-5"7"

/1

/1

/1

/8

/1

1'- 5/8 " 2'-4 1/16 " 1'- 1/2 " 2'-4 1/16 " 1'- 1/2 " 3'-1 7/8 " 1'- 1/2 " 3'-1 7/8 " 1'- 1/2 " 3'-1 7/8 " 1'- 1/2 " 3'-1 7/8 " 1'- 1/2 " 3'-1 15/16 " 1'- 1/2 " 2'-2 3/4 " 4'-6 1/2 "

" (M

IN

M

IN

" (M

IN

M

IN

1'- 5/8 "2'-5 3/8 "1'- 1/2 "2'-2 3/4 "1'- 1/2 "3'-1 7/8 "1'- 1/2 "3'-1 7/8 "1'- 1/2 "3'-1 7/8 "1'- 1/2 "3'-1 7/8 "1'- 1/2 "3'-1 7/8 "1'- 1/2 "2'-4 1/16 "1'- 1/2 "2'-4 1/16 "1'- 5/8 "

1" (TYP)

R

/1

/8

/8

/8

/8

/8

7"

1" (TY

P

R

0 1/2" 1" 2"0

0 1/2" 1" 2"0 0 1/2" 1" 2"0

0 1/2" 1" 2"0

0 1/2" 1" 2"0

0 1/2" 1" 2"0

1'-1 1/8 " 7"

4'- 1/16 "

/1

/8

/1

1'- 2"

(T

Y P

R

1/2" PLATE

1" PLATE1" PLATE

1" PLATE

1" PLATE

1/2" PLATE

1/2" PLATE

(T

Y P

R (T

Y P

R

WELD ACCESS(4 PL)

R

2" R

2" R

R

/4

9 3/4 "

3'-4 3/4 " 3'-4 3/4 " 4'-2 3/8 " 4'-2 3/8 " 4'-2 1/2 " 4'-2 3/8 " 4'-2 3/8 " 3'-3" 3'-6 1/2 " 6"

3'-3"4'-2 3/8 "4'-2 3/8 "4'-2 1/2 "4'-2 3/8 "4'-2 3/8 "3'-4 3/4 "3'-4 3/4 "6" 6"

3'-3"4'-2 3/8 "4'-2 3/8 "4'-2 1/2 "4'-2 3/8 "4'-2 3/8 "3'-4 3/4 "3'-4 3/4 "6" 6"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SHEET ID

®of Engineers

US Army Corps

U .S

A

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A16

ISOMETRIC: SLOT FILLER ORIENTATION

N.T.S.

UPS

TREAM

NORTH

SOUTH

DOW

NSTREAM

END

"A

END

"K

END

"A

END

"K

E N

D

A

F R

B

F R

C

F R

D

F R

E

F R

F

F R

G

F R

H

F R

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E N

D

K

EDGES TO SUIT ADJOINING PLATES, OR CREATE A VERTICAL EDGE.

PLATE DIMENSIONS SHOWN ARE THE TO EXTENTS OF THE PLATE. TAPER 2.

ASSEMBLY IS OPPOSITE HAND.

SOUTH FRAME PARTS AND ASSEMBLY SHOWN, NORTH FRAME AND 1.

GENERAL NOTES

M1

PLAN: FILLER FRAME-TOP PLATE

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

A1

DETAIL: FILLER FRAME-DOWNSTREAM SIDE PLATE

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

E1

DETAIL: FILLER FRAME-UPSTREAM SIDE PLATE

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

E16

DIAGONAL SIDE PLATE

DETAIL: FILLER FRAME-LOWER

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

J4

DETAIL: FILLER FRAME-SKIN PLATE 1

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

J17

FRAME SKIN PLATE 2

DETAIL: FILLER

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

E N

D

A

F R

B

F R

C

F R

D

F R

E

F R

F

F R

G

F R

H

F R

J

E N

D

K

E N

D

A

F R

B

F R

C

F R

D

F R

E

F R

F

F R

G

F R

H

F R

J

E N

D

K

J1

PLATE 3 (ENDS)

DETAIL: SKIN

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

LEG 2

LEG 3

LEG 1

LEG 4

S-102

REF

S-102

REF

S-102

REF

S-102

REF

S-102

REF

S-102

REF

S-102

REF

ONE (1) UPSTREAM & ONE (1) DOWNSTREAM.

NOTE: TWO (2) PLATES REQUIRED FOR EACH ASSEMBLY.

S I

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IN

A L

T U

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IN

E

D R

A F

T T

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L O

C K

A N

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A M

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B A

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A W

A L

L A

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W A

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A W

A L

L A

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A M

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A N

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F R

A M

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S-502

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2'-9"

"A

D

IM

"B

D

IM

6"6"

6" (TYP)

R

R 2" WELD ACCESS (TYP)

(SEE NOTE 1)

1/2" PLATE

1/2" PLATE

HOLE

/1

/1

/8

(1 E

A

4 7/8 "

/1

/1

(1 E

A

W

ELD

AC

C

ESS (TYP)

1 1/2"

2'-9"

7 1/2 " 9" 9" 7 1/2 "

5/8" PLATE

W

ELD ACCESS (TYP)

2"

/1

/1

1"1"

1"2 7/8"

(SKIN PLATE 3)

1" PLATE

(FRAME TOP PLATE)

1" PLATE

(E1/S-501)

1/2" PLATE

(SEE DET A4)

1/2" PLATE (STIFFENER)

(A1/S-501)

1/2" PLATE

1/2" PLATE

4 7/8 "

1 1/2" (TYP)

R

2'-9"

7 1/2 " 9" 9" 7 1/2 "W

ELD ACCESS (TYP)

2"

1"1"

(FRAME TOP PLATE)

1" PLATE

/8

1"

(SEE DET A16)

1" PLATE

2 7/8"

(Q T

Y

/1

1/2" PLATE

4 7/8 "W

ELD

AC

C

ESS (TYP)

1 1/2"

5/8" PLATE

(E1/S-501)

1/2" PLATE

(SEE DET G13)

1/2" PLATE(STIFFENER)

2'-9"

7 1/2 " 9" 9" 7 1/2 "

W

ELD ACCESS (TYP)

2"

2 7/8"1"

(SKIN PLATE 3)

1" PLATE1

5/8" PLATE

(E16/S-501)

1/2" PLATE

(SEE DET A13)

1/2" PLATE(STIFFENER)

/8

/8

(E16/S-501)

1/2" PLATE

/8

6" 1' 0" 2' 0"0

(SKIN PLATE 3)

1" PLATE

0 1/2" 1" 2"0

5 1/8 "

1 1/2 "

R

1/2" PLATE

(A1/S-501)

1/2" PLATE

3 1/8 "

/8

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SHEET ID

®of Engineers

US Army Corps

U .S

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FRAME

FRAME TABLE

"A" DIMENSION "B" DIMENSION HOLE

"B" 5'-6 5/8" 6'-6 3/4"

"C" 5'-1 5/16" 6'-1 7/16" "NO"

"D" 4'-6 3/4" 5'-6 7/8" "YES"

"E" 4'-0 3/16" 5'-0 5/16"

"F" 3'-5 5/8" 4'-5 3/4"

"G" 2'-11 1/16" 3'-11 3/16"

"H" 2'-4 1/2" 3'-4 5/8"

"J" 1'-11 7/16" 2'-11 9/16"

"YES"

"YES"

"YES"

"YES"

"NO"

"NO"

A13

BOTTOM STIFFENER

DETAIL: END "K"

1"=1'-0"SCALE:

J5

DETAIL: FRAME PLATE DIMENSIONS

SCALE: N.T.S.

A4

DETAIL: END "A" STIFFENER

1"=1'-0"SCALE:

3/16

TYP

3/16

TYP

G13

TOP STIFFENER

DETAIL: END "K"

1"=1'-0"SCALE:

G16

DETAIL: END "K" - UPPER PLATE ASSEMBLY

1"=1'-0"SCALE:

A8

DETAIL: END "A" - PLATE ASSEMBLY

1"=1'-0"SCALE:

A16

DETAIL: END "K" - LOWER PLATE ASSEMBLY

1"=1'-0"SCALE:

3/16

TYP

3/16

TYP

3/16

TYP

3/16

TYP

3/16

TYP

3/16

TYP

3/16

TYP

3/16

TYP

3/16

TYP

SOUTH FRAME PARTS SHOWN, NORTH FRAME IS OPPOSITE HAND.2.

EDGES TO SUIT ADJOINING PLATES.

PLATE DIMENSIONS GIVEN ARE THE TO EXTENTS OF THE PLATE. TAPER 1.

GENERAL NOTES

J1

DETAIL: LIFTING PIN CHOCK

6"=1'-0"SCALE:

NOTE: (4) REQUIRED PER LIFTING BRACKET.

3/16

TYP

S-103

REF

S-103

A16

S-102

A16

S-102

A16

QTY

FLOW

FLOWFLOW

FLOW

S I

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T U

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IN

E

D R

A F

T T

U B

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IN

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N A

R Y

L O

C K

A N

D D

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F E

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S-503

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SOUTH SLOT FILLER

NORTH SLOT FILLER

BEARING SHOE

2" 4" 2"4"

SLOT FILLER FRAME)SOUTH 35'-7" (

BEARING SHOE

GUIDE SHOE AND LEAF SPRING

18"x 6"x 5/8" HSS

GUIDE SHOE AND LEAF SPRING

/2

/1

/2

/1

/2

(SEE NOTE 1)

GUIDE SHOE

SHOE

GUIDE

SHOE

GUIDE

SHOE

GUIDE

(SEE NOTE 1)

LEAF SPRING

SPRING

LEAF

SPRING

LEAF

BLOCK

MOUNTING

BLOCK

SLIDE

(SEE NOTE 1)

BEARING SHOE

BEARING SHOE

BEARING SHOE

FRAME

SLOT FILLER

1 3/4 "4 1/4 "

1 3/4 " 4 1/4 "

/1

/2

/1

/1

/1

/1

/2

/8

/1

/2

/1

/2

/8

/1

/1

SLOT FILLER FRAME)NORTH 35'-7" (

2"4"2" 4"

1 3/4 "4 1/4 "

1 3/4 " 4 1/4 "

18"x 6"x 5/8" HSS

FRAME

SLOT FILLER

6" 1' 0" 2' 0"0

/4 "1

/8

18"x 6"x 5/8" HSS

1"2'-10"1"

1 7/8"3'-0"

2 7/8"

6"5 13/16"

4 13/16 "

6 15/16 "

/2

/2

EACH LEG ONLY)

(4 PLACES, INSIDE OF

1" R WELD RELIEF HOLES

EACH LEG ONLY)

INSIDE OF

HOLES (4 PLACES,

1" R WELD RELIEF

SPREADER BASE)

(TOP & BOTTOM OF

1" R WELD RELIEF HOLES

SPREADER BASE

SPREADER BASE

SKIN PLATE NO.3

SKIN PLATE NO.3

SKIN PLATE NO.3

TOP PLATETOP PLATE

END PLATE "A"

END PLATE "K"

EACH LEG ONLY) TYP

(4 PLACES, INSIDE OF

1" R WELD RELIEF HOLES

EACH LEG ONLY) TYP

(4 PLACES, INSIDE OF

1" R WELD RELIEF HOLES

BEARING SHOE

(SEE S-504)

SPREADER BASE

EACH LEG ONLY)

(4 PLACES, INSIDE OF

1" R WELD RELIEF HOLES

6" 1' 0" 2' 0"0

(18"x 6"x 5/8" HSS)

SLOT FILLER LEG

3" 6" 1' 0"0

/2

4 3/4 "

1 1 /4 "

1/2 "(TYP)

/2

T Y

P

(TYP)(SEE DET L17)

LEG LIFTING POINT

(SEE DET L17)

LIFTING POINT, TYP

(SEE DET L17)

LIFTING POINT, TYP

/4

2 3/8 "

5/8" PLATE

HSS OPEN ENDS

THIS SIDE AT

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

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O R

P S

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E N

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IN

E E

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A16

ISOMETRIC: SLOT FILLER ORIENTATION

N.T.S.

UPS

TREAM

NORTH

SOUTH

DOW

NSTREAM

END

"K

END

"A

END

"A

TYP

F L

O W

LEG 2 LEG 1

FLOW

FLOW

NOTE: LEG 1 ASSEMBLY SHOWN, (LEG 4, SIMILAR S-103)

GALVANIZING.

LEG TO FRAME WELDS SHALL BE ACCOMPLISHED AFTER THE LEG INTERIOR 3.

PAINTING.

BLAST ANY GALVANIZATION ON THE EXTERIOR OF THE HSS PRIOR TO

GALVANIZE THE INTERIOR OF ALL HOLLOW STRUCTURAL SECTIONS (HSS). 2.

NARROWER (2'-10") FRAME DIMENSION.

OR BE MOUNTED ON 1" THICK SPACER PLATES TO ACCOMMODATE THE

THE SLOT FILLER SIDE PLATES SHALL HAVE 1" THICKER MOUNTING PLATES

BEARING SHOE, GUIDE SHOE AND LEAF SPRING ASSEMBLIES MOUNTED TO 1.

GENERAL NOTES

NOTE 3)

CJP (SEE

A6

ELEVATION: LEG 1 ("K" END PLATE)

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

A1

ELEVATION: LEG 2 ("A" END PLATE)

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

F L

O W

LEG 4 LEG 3

E12

SECTION: SLOT FILLER LEG ASSEMBLIES

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

NOTE 3)

CJP (SEE

04"8" 4" 8"1'-0" 2'-0" 04"8" 4" 8"1'-0" 2'-0"

NOTE: LEG 2 ASSEMBLY SHOWN, (LEG 3, SIMILAR S-103)

LEG 4

LEG 3

END

"K

LEG 1

LEG 2

1/4

(3/8)

(13/16)

(13/16)

TYP

TYP

1/4

(3/8)

A12

BASE CONNECTION

ISOMETRIC: LEG / SPREADER

SCALE: NTS

FL

OW

PJP

PJP

CJP

CJP

(3/8)

(3/8)

L12

DETAIL: LEG/SPREADER BASE CONN.

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

CJP

CJP

L17

DETAIL: LEG LIFTING POINT

3"=1'-0"SCALE:

TYP

1/4

1/4

ASTM A1085

ASTM A1085

S-102

REF

S-102

REF

(SIMILAR TO LEG 2)(SIMILAR TO LEG 1)

E12

E12

S I

D

F

IN

A L

T U

R B

IN

E

D R

A F

T T

U B

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L O

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P O

W E

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O U

S E

C O

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M B

IA

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IV

E

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G O

N A

N D

W A

S H

IN

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T O

N

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N A

R Y

L O

C K

A N

D D

A M

W

E F

B A

F E

B R

U A

R Y

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

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D A

V E

W A

L L

A W

A L

L A

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IS

T R

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O S

P

R E

A D

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B A

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D R

A F

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S-504

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

3'-0"

12” ELLIPSE

1/4 OF 24”x

"2

11'-316 SPACES @ 2'-0" = (32'-0")"2

11'-3

34'-7"

(APPROACH BAR)

ASTM A36 HSS12x6x5/8

HSS12x6x5/8

3” FLOW HOLE (INTO STEEL TUBES)

3” FLOW HOLE (INTO STEEL TUBES)

3” DIA. FLOW HOLE (INTO STEEL TUBES)(17 PLACES)

UPSTREAM APPROACH BAR

3” FLOW HOLE (INTO STEEL TUBES)

1' 0" 2' 0" 4' 0"0

1' 0" 2' 0" 4' 0"0

1 1/2" 3" 6"0

1/ 2"

R

1'-6"1'-6"

"16 37 "16

ENDS ONLY)

(TOP & BOTTOM,

1"R WELD RELIEF HOLE

NOTCH (TOP & BOTTOM)

1"R WELD RELIEF ACCESS

(TOP & BOTTOM)

1"R WELD RELIEF HOLE

SEE NOTE 2SEE NOTE 2

PAINT SYSTEMS

SEAM BETWEEN

34'-7"

ASTM A1085ASTM A1085

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

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E C

K E

D B

Y

D R

A W

N B

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D E

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N E

D B

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C O

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N O

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S

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E

M A

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D E

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SHEET ID

®of Engineers US Army Corps

U .S

A

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O R

P S

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E N

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IN

E E

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F1

ELEVATION: SPREADER BASE (LOOKING UPSTREAM)

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

FLOW

A15

ISOMETRIC VIEW: SPREADER BASE

SCALE: NTS

J1

PLAN: SPREADER BASE

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

(3/8)

(3/8)

(3/8)

(3/8)

A1

PLAN: SPREADER BASE

SCALE: 6"= 1'-0"

(SEE NOTE 3)

HOT DIP GALVANIZE

PAINT SYSTEMS

SEAM BETWEEN

(SEE NOTE 4)

(IAW.09 97 02.01.28)

5-E-Z OR EPOXY COATING

(SEE NOTE 4)

EXECPT BOTTOM)

(SPREADER BAR EXTERIOR,

(IAW.09 97 02.01.28)

5-E-Z OR EPOXY COATING

6-A-Z COATING (SEE NOTE 4)

PROPER DRYING PER SPECS BETWEEN COATS.

SURFACE, INCLUDES WELD HOLE AND FLOW HOLE WALLS). ALLOW FOR

5-E-Z OR EPOXY SYSTEM OVER SEAM 3" IN BOTH DIRECTIONS. (EXTERIOR

BOTTOM HALF. 2nd APPLY 5-E-Z OR EPOXY SYSTEM TO TOP HALF. 3rd APPLY EXTERIOR PAINT SYSTEM APPLICATION SEQUENCE: 1st APPLY 6-A-Z TO 4.

PAINTING.

BLAST ANY GALVANIZATION ON THE EXTERIOR OF THE HSS PRIOR TO

GALVANIZE THE INTERIOR OF ALL HOLLOW STRUCTURAL SECTIONS (HSS). 3.

MEMBERS. (I.A.W. SPECIFICATION 05 50 14.01 28)

FILL AND LEVEL JOINT WITH REPAIR COMPOSITE AT JOINED STRUCTURAL 2.

REPAIR COMPOSITE.

INSPECT ALL WELDS PER THE SPECIFICATIONS BEFORE COVERING WITH 1.

GENERAL NOTES

F1

2 1/2 "±

A N

S I

D

F

IN

A L

T U

R B

IN

E

D R

A F

T T

U B

E S

L O

T F

IL

L

E R

P O

W E

R H

O U

S E

C O

L U

M B

IA

R

IV

E

R O

R E

G O

N A

N D

W A

S H

IN

G

T O

N

M C

N A

R Y

L O

C K

A N

D D

A M

W

E F

B A

F E

B R

U A

R Y

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

JU

L

IO

M

O R

E L

O S

P

IS

C E

L L

A N

E O

U S

D E

T A

IL

S

D R

A F

T T

U B

E S

L O

T F

IL

L

E R

S-505

R

H A

U G

E N

J.

M

IL

L

IG

P -1

-5 -3

H

O U

C

P

D

:3

:5

P

M

/2 /2

M N c S

-5

X

X X

.d g n

3" DIA

/8

DIA

2 1/2 "

1/16 "

R

MATL: ASTM A36

10 1/2 "

/2

3 3/8 " 1 1/4 " 4 1/4 " 1 1/4 " 3 3/8 " 5/8 "4 5/8 "4 5/8 " 5/8 "

/2

/2

2 5/8 "

R

/8

D

IA

3/4"

5 1/4 "5 1/4 "

1 1/4" PLATE

/4 (T

Y P

R

/8

/2

/8

1/2 "

2 7/8 "

1/2 "

3 1/2 "

3"

/2

1 1/2"1 1/2"

1/2 "

(ASTM A572 GR 50)

SLIDE BLOCK

(2'-8" LENGTH)

ASTM A322 AISI 5160H)

LEAF SPRING

(ASTM A572 GR 50)

TAP BLOCK

7/8 "(MID/LOWER)

1" FLAT HEAD SCREW

COUNTERSINK FOR

3/4"-10 UNC (TYP)

THRU DRILL & TAP

M

ID

/L O

W E

R

/2

/2

1'-0"R

1/2" CHAMFER

SCREW (4 PLCS)

3/4" FLATHEAD

3/4" DEEP (4 PLCS)

COUNTERSINK

2'-2"

ASTM A572 GR 50

/2

/2

UHMW

1 1/4"2 3/4 "3 1/2 "2 3/4 "1 1/4"

/4

/4

11 1/2 "

/2

3/8" CHAMFER

1 7/8 "(UPPER)

U P

P E

R

(M

ID

/L O

W E

MATL: ASTM A36

1" (TYP)

R

1/2" DEEP (4 PLCS)

COUNTERSINK

SCREW (4 PLCS)

3/4" FLATHEAD

2" DIA.

/8

3 1/8 " DIA.

/1

/1

/2

/2

(ASTM A563, GR-DH)

2" HEX NUT

2 5/8" ± DIA

MATL: ASTM A193 GRADE B7

3" 6" 1' 0"0

1 1/2" 3" 6"0

4"R

(THREADS AND NUT)

2"- 4 1/2 UNC

/2

2"

( FOR 1" SCREW)

THRU DRILL & TAP

1 3/4 "1 3/4 " 7/8 "(MID/LOWER)

1 7/8 "(UPPER)

UHMW

2'-0"

1/2" CHAMFER

/4

/2

/2

1 3/4 " 3" 1'-2 1/2 " 3" 1 3/4 "

1/2" CHAMFER

OUTSIDE EDGEOUTSIDE EDGE

1/2 " 2'-1" 1/2 "

/8

U P

P E

R

11 1/2 "

/2

/4

/4

ASTM A572 GR 50

3/8" CHAMFER

3/4"-10 UNC (TYP)

THRU DRILL & TAP

/8

3/8" CHAMFER

/2

OUTSIDE EDGE

ASTM A572 GR 50

2 3/4 "3 1/2 "2 3/4 "1 1/4 "

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1 SEE NOTE 1

3'-11 11/16 " R

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

.005.000

J7

DETAIL - LIFTING PIN BRACKET

3"=1'-0"SCALE:

O N

L

IF

T

IN

G P

IN

F O

R F

R E

E

IT

TYP

5/16

E9

DETAIL - BEARING SHOE

3"=1'-0"SCALE:

A9

DETAIL - BEARING SHOE TAP BLOCK

3"=1'-0"SCALE:

E16

DETAIL - GUIDE SHOE (FRONT)

3"=1'-0"SCALE:

A16

DETAIL - GUIDE SHOE TAP BLOCK

3"=1'-0"SCALE:

TOP FRONTSIDE

J4

REINFORCEMENT

PIN WELDING

DETAIL: ALIGNMENT

SCALE: 6"=1'-0"

J1

ALIGNMENT PIN

DETAIL:

SCALE: 3"= 1'-0"

TYP

5/16

1/128

H17

DETAIL: LIFTING PIN

6"=1'-0"SCALE:

S-503

REF

S-503

REF

S-503

REF

S-503

REF

S-102

REF

S-503

REF

S-103

REF

NOTE: SEE NOTE 1.

NOTE: SEE NOTE 1. NOTE: SEE NOTE 1.

AA

SECTION A-A

FRONT SIDE

FRONT SIDE

FRONT

SIDE

END

FRONT

SIDE

END

FRONT

SIDE

FRONT

SIDE

OF THE SLOT FILLER STRUCTURE WIDTH.

SLOT FILLER LEGS (MIDDLE AND LOWER) TO ACCOMADATE THE DIFFERENCE

SHALL BE 1" THICKER THAN THE SLIDE BLOCKS AND TAP BLOCKS ON EACH

THE SLIDE BLOCKS AND TAP BLOCKS ON EACH SLOT FILLER FRAME (UPPER) 1.

GENERAL NOTES

SIDEFRONT

A1

DETAIL - LEAF SPRING

3"=1'-0"SCALE:

A5

TAP AND SLIDE BLOCKS

DETAIL - LEAF SPRING

3"=1'-0"SCALE:

S I

D

F

IN

A L

T U

R B

IN

E

D R

A F

T T

U B

E S

L O

T F

IL

L

E R

P O

W E

R H

O U

S E

C O

L U

M B

IA

R

IV

E

R O

R E

G O

N A

N D

W A

S H

IN

G

T O

N

M C

N A

R Y

L O

C K

A N

D D

A M

W

E F

B A

F E

B R

U A

R Y

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

JU

L

IO

M

O R

E L

O S

P

.E

M

IS

C D

E T

A

IL

S

D O

G G

IN

G

B E

A M

A N

D

D R

A F

T T

U B

E S

L O

T F

IL

L

E R

S-506

R

H A

U G

E N

J.

M

IL

L

IG

P -1

-5 -3

H

O U

C

P

D

:3

:0

P

M

/2 /2

M N c S

-5

X

X X

.d g n

1 1/2" 3" 6"0

3" 6" 1' 0"0

3" 6" 1' 0"0 3" 6" 1' 0"0

3" 6" 1' 0"0

2 1/4 "8"2'-9 1/2 "8"2 1/4 "

10"

8" 1 5/8 "

/1

4'-6"

2" TYP

R

2'-10"

/2

/2

/2

/2

2'-7" 3"

2'-7" 3"

1/2 " 3" 1/2 "

/2

1 7/8 "

L3"x 3"x 3/8"

L3"x 3"x 3/8" 5/8" DIA ROUND BAR

4'-6"

W8 x 13

W8 x 13

L3"x 3"x 3/8"

5/8" DIA ROUND BAR

1/2" PLATE (TYP)

1/2" PLATE (TYP)

W8 x 13

1/2" PLATE

1/2" PLATE (TYP)

1/2" R (TYP)

1/4" R1/4" R

PAD

1/2" UHMW WEAR

DATA LABEL (SEE G1/S-901)

DOGGING BEAM MANUFACTURE

3/4 " (TYP)

R

HANDLE

DATA LABEL (SEE G1/S-901)

DOGGING BEAM MANUFACTURE

4" 4"

1" DIA HOLE

1" DIA HOLE

PAD

1/2" UHMW WEAR

1 3/4"

/8

/8

9"9"9"2"

9"9"9"2"

FLATHEAD SCREWS @ (10) PLACES

UHMW TO BE ATTACHED WITH 1/4"

1/2 "2'-9"

1' 0" 2' 0" 4' 0"0

(DOGGED POSITION)

DRAFT TUBE SLOT FILLER

DOGGING BEAM

G R

A T

IN

G

R E

C E

S S

S

L O

T C

O V

E R

4'-0"

4" 4"

5'-0"

3'-6"

CRANE RAIL

CURB

POWERHOUSE WALL

DOGGING BEAM RECEIVER

DRAFT TUBE SLOT FILLER

L4"x 3"x 3/8" (EXISTING)

(EXISTING)

L4"x 3"x 3/8" L3"x 3"x 3/8" (EXISTING)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

J16

ISOMETRIC: DOGGING BEAM RECEIVER

SCALE: N.T.S.

F12

PLAN: DOGGING BEAM RECEIVER

3"=1'-0"SCALE:

A12

ELEVATION: DOGGING BEAM RECEIVER

3"=1'-0"SCALE:

H6

ISOMETRIC: DOGGING BEAM

SCALE: N.T.S.

E1

PLAN: DOGGING BEAM

3"=1'-0"SCALE:

A1

ELEVATION: DOGGING BEAM

3"=1'-0"SCALE:

J1

END VIEW: DOGGING BEAM

6"=1'-0"SCALE:

3/16

TYP

3/16

TYP

3/16

TYP

SEE NOTE 1

3/16

TYP

3/16

TYP

3/16

TYP

1/4

TYP

3/16

NOTE: QUANTITY 8 TOTAL REQUIRED

(COUNTERSINK UHMW 3/16")

FLATHEAD SCREWS @ (10) PLACES

UHMW TO BE ATTACHED WITH 1/4"

EACH SLOT FILLER SHALL BE FITTED WITH TWO (2) DOGGING BEAM RECEIVERS.2.

WELD TO BE CJP, GRIND INSIDE SMOOTH.1.

GENERAL NOTES

L9

DETAIL: DOGGED SLOT FILLER

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

S I

D

F

IN

A L

T U

R B

IN

E

D R

A F

T T

U B

E S

L O

T F

IL

L

E R

P O

W E

R H

O U

S E

C O

L U

M B

IA

R

IV

E

R O

R E

G O

N A

N D

W A

S H

IN

G

T O

N

M C

N A

R Y

L O

C K

A N

D D

A M

W

E F

B A

F E

B R

U A

R Y

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

JU

L

IO

M

O R

E L

O S

P

A C

K

IN

G S

P A

C E

R B

L O

C K

D R

A F

T T

U B

E S

L O

T F

IL

L

E R

S-507

R

H A

U G

E N

J.

M

IL

L

IG

P -1

-5 -3

H

O U

C

P

D

:3

:2

P

M

/2 /2

M N c S

-5

X

X X

.d g n

1" STEEL PLATE

45°

1'-0"

/1

/1

/2

/8

6"6"

/2 (T

Y P

R

2'-0"

1'-0 7 /16"

2'-0"

/1

3" 6" 1' 0"0

3" 6" 1' 0"0 3" 6" 1' 0"0

CHAMFER EDGE

CHAMFER EDGE

1" STEEL PLATE

1" STEEL PLATE

1" STEEL PLATE 1" STEEL PLATE1" STEEL PLATE

1" STEEL PLATE

1/2 "1'-11" 1/2 "

5" 1/2 "5" 1/2 "

9"9"3"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

H7

PLAN: FILLER STACKING SPACER BLOCK

3"=1'-0"SCALE:

FL

OW

A1

END VIEW: FILLER STACKING SPACER BLOCK

3"=1'-0"SCALE:

A7

SIDE VIEW: FILLER STACKING SPACER BLOCK

3"=1'-0"SCALE:

A15

ISOMETRIC: FILLER STACKING SPACER BLOCK

SCALE: NTS

5/16

5/16

5/16

5/16

TYP

TYP

TYP

TYP

S-102

S I

D

F

IN

A L

T U

R B

IN

E

D R

A F

T T

U B

E S

L O

T F

IL

L

E R

P O

W E

R H

O U

S E

C O

L U

M B

IA

R

IV

E

R O

R E

G O

N A

N D

W A

S H

IN

G

T O

N

M C

N A

R Y

L O

C K

A N

D D

A M

W

E F

B A

F E

B R

U A

R Y

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

JU

L

IO

M

O R

E L

O S

P

.E

S W

E E

P E

R B

R U

S H

A N

D D

E T

A

IL

S

F

IS

H E

X C

L U

S

IO

N B

O U

N D

A R

Y

D R

A F

T T

U B

E S

L O

T F

IL

L

E R

S-508

R

H A

U G

E N

J.

M

IL

L

IG

P -1

-5 -3

/5

H

O U

C

P

D

:3

:4

P

M

/2 /2

M N c S

-5

X

X X

.d g n

DRAFT TUBE SLOT (3'-8 1/2")

3'-0"

3 1/2 "3'-5"

2 7/8"

5/8 "

2'-10" 1"

TOP OF FILLER FRAME

SLOT FILLER LEGS

18"x 6"x 5/8" WALL HSS

2 1/2"

DRAFT TUBE SLOT WALL

DRAFT TUBE CEILING

DRAFT TUBE CEILING

DRAFT TUBE CEILING

FISH EXCLUSION BRUSH (NYLON)

SKIN PLATE

DOWNSTREAM SIDE PLATE

DRAFT TUBE SLOT FILLER

REQUIREMENTS

THE MANUFACTURES

IN ACCORDANCE WITH

BOLTED BRUSH MOUNTING

"L" BRUSH HOLDER

35'-1"±

(FISH EXCLUSION BRUSH)

4'-10"± (F

IS

H E

X C

LU

S

IO

N B

R U S H

1"

1"

(DOWNSTREAM SIDE ONLY)

FISH EXCLUSION BRUSH

(DOWNSTREAM SIDE ONLY)

FISH EXCLUSION BRUSH

FRAME

SLOT FILLER

SKIN PLATE

SLOT FILLER LEG

SPREDDER BASE

SLOT FILLER LEG

(M

IN

LOCK WASHER

(DISTANCE + 1/2") 3"(MIN)-4"(MAX)

FISH EXCLUSION BRUSH LENGTH

SKIN PLATE

DOWNSTREAM SIDE PLATE

DRAFT TUBE SLOT FILLER

DRAFT TUBE SLOT WALL

FISH EXCLUSION BRUSH (NYLON)

"L" BRUSH HOLDER

0 1/2" 1" 2"0

6" 1' 0" 2' 0"0

DRAFT TUBE CEILING

1"

BRUSH BACKING

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A1

SCLEARANCE DETAILBOUNDRY BRUSH &

ELEVATION: FISH EXCLUSION

1"=1'-0"SCALE:

J1

DETAIL: EXCLUSION BRUSH INSTALLATION

1"=1" FULL SIZESCALE:

A8

ELEVATION: FISH EXCLUSION BOUNDRY

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

ALTERNATIVE.

WELDED BRUSH HOLDER PREFERRED. BOLTING IS AN ACCEPTED 3.

PROVIDING A BRUSH SYSTEM TO THE SLOT FILLER SKIN PLATES.

THE DOWNSTREAM FISH EXCLUSION BOUNDARY IS DEVELOPED BY 2.

FRAME.

THE SLOT FILLER BY EXTENDING THE SKIN PLATES PAST THE SLOT FILLER

MINIMAL (5/8”) OPENING BETWEEN THE DRAFT TUBE BULKHEAD SLOT AND

THE UPSTREAM FISH EXCLUSION BOUNDARY IS DEVELOPED BY PROVIDING A 1.

GENERAL NOTES

K8

DETAIL: EXCLUSION BRUSH INSTALL (ALTERNATE)

1"=1" FULL SIZESCALE:

TYP

J1

1'-0"

/2

/2

/2

/2

/2

/2

/4

/4

A N

S I

D

F

IN

A L

T U

R B

IN

E

D R

A F

T T

U B

E S

L O

T F

IL

L

E R

P O

W E

R H

O U

S E

C O

L U

M B

IA

R

IV

E

R O

R E

G O

N A

N D

W A

S H

IN

G

T O

N

M C

N A

R Y

L O

C K

A N

D D

A M

W

E F

B A

F E

B R

U A

R Y

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

JU

L

IO

M

O R

E L

O S

P

.E

M A

N U

F A

C T

U R

E M

A R

K S

S L

O T

F

IL

L E

R I

S O

M E

T R

IC

A

N D

D R

A F

T T

U B

E S

L O

T F

IL

L

E R

S-901

R

H A

U G

E N

J.

M

IL

L

IG

P -1

-5 -3

/5

H

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SIDE ONLY)

(SEE DETAIL A1)(DOWNSTREAM

SLOT FILLER MANUFACTURE DATA LABEL

FOR THE SLOT. BELOW WILL BE THE ACTUAL WEIGHT)

UNIT NUMBER FOLLOWED BY "NORTH" OR "SOUTH"

EXAMPLE TEXT SHOWN (ACTUAL TEXT TO BE:

1 1/2" 3" 6"0

4 1/2"

/4

/4

/1

/1

/1

/4

/1

BEAM WEIGHT

THE ACTUAL DOGGING

5"

/2

/8

1/2 "2"2" 1/2 "

/1

/8

/1

/1

" 1

/4

(SEE DET L8)

(HIDDEN)

FLOW LABEL

(SEE DET L1)

FLOW LABEL

0 1/2" 1" 2"0

0 1/2" 1" 2"0

1/2 "2"2" 1/2 "

/2

/8

/1

/8

/1

" 1

/4 " 7

/1

5"

0 1/2" 1" 2"0

(SEE NOTE 3)

STENCILED DATA LABEL

SLOT FILLER FRAME

LEG 1

SPREADER BASE

LEG 2

BASE AND LEGS WITH SYSTEM 6-A-Z

PAINT THE UNDERSIDE OF THE SPREADER

SEE S-503 & S-504.

THE SPREADER BASE AND LEG TUBES.

HOT DIP GALVINIZE THE INTERIOR OF

/4

/4

/4

/4

/4

/4

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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14 SOUTH

35,000 LBS

McNARY TURBINE DRAFT TUBE SLOT FILLER

RAISED IMAGE AND/OR TEXT

MNA SLOT FILLER

DOGGING BEAM

WEIGHT XX.X lb.

A1

DETAIL: SLOT FILLER MANUFACTURE DATA LABEL

6"=1'-0"SCALE:

FLOW

FLOW

A9

ISOMETRIC: SLOT FILLER ASSEMBLY- LABEL LOCATIONS

N.T.S.

G1

DETAIL: DOGGING BEAM MANUFACTURE DATA LABEL

SCALE: 12"=1'-0"

DESIGNATION WILL CHANGE WITH EACH SLOT FILLER.

MINIMUM 6" TALL. FLOW ARROWS TO BE A MINIMUM 12" LONG. SLOT

PAINTED ON THE TOP PLATE OF THE SLOT FILLER. LETTER HEIGHT TO BE A

SLOT FILLER INFORMATION AND FLOW ARROWS SHALL BE STENCILED 3.

IMAGES SHALL BE RAISED 1/4" HIGH.

LABEL PLATES TO BE 1/4" THICK (MINIMUM) ASTM A-36 STEEL. TEXT AND 2.

DISPLAYED ON EACH DATA LABEL.

PRIOR TO DELIVERY, THE COR WILL IDENTIFY UNIT NUMBER TO BE

THE CONTRACTOR SHALL CONTACT THE COR AT LEAST 90 CALENDAR DAYS 1.

GENERAL NOTES

FLOW

L1

DETAIL: FLOW DIRECTION LABEL (LEG 1 & 3)

SCALE: 12"=1'-0"

FLOW

L8

DETAIL: FLOW DIRECTION LABEL (LEG 2 & 4)

SCALE: 12"= 1'-0"

3/16

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