ATTACHMENT 2 - PLANS.pdf

FISH LADDER

NORTH SHORE

FISH LADDER

SOUTH SHORE

SPILLWAY

POWERHOUSE

ICE HARBOR DAM

TRANSMISSION LINES

HIGH VOLTAGE

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WALLA WALLA DISTRICT

UPSTREAM TAINTER GATE SUPPLY

NAVIGATION LOCK

SNAKE RIVER, OREGON, WASHINGTON AND IDAHO

ICE HARBOR LOCK AND DAM

W912EF26BA001

NOVEMBER 2025

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BOAT RAMP

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SITE MAP

NOT TO SCALE

LOCATION MAP

NOT TO SCALE

VICINITY MAP

NOT TO SCALE

LOCATION

PROJECT

MAP

SEE LOCATION

SPOKANE

OREGON

CLEARWATER R.

EUGENE

BOISE

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WASHINGTON

IDAHO

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SNAKE R.

PASCO

SEATTLE

PORTLAND

SALEM

THE

OLYMPIA

DALLES

WALLA WALLA

PENDLETON

VANCOUVER

PENDLETON

WALLA WALLA

PASCO

KENNEWICK

COLFAX

PULLMAN

RICHLAND

DAM

OREGON

WASHINGTON

HARBOR

ICE

CLARKSTON

LEWISTON

Washtucna

Riparia

GOOSE

DAM

LITTLE

F la t

ID

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P A L O

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C. P. RR.

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Alkali

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Waitsburg

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Pomeroy

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Flat

Union

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As oti n

TUCAN

Camp Wooten

R

GRANITE

LOWER

DAM

YA

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B Cr

RIVER

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GRANDE

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ATILLA

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r. U

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R

. RIVER

B u tt e r

Elgin Wallowa

Athena

Weston

Hermiston

Anatone

Asotin

M ill

R.

WALLA

T O

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H E T

Touchet

Milton-Freewater

R.

Wallula

B.N.

Kahlotus

Umatilla

Plymouth

Dayton

Almota

Ferry

Starbuck

BishopCentral

MONUMENTAL

LOWER Dodge

DAM

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MANHOLE

NAVIGATION LOCK

SNAKE

RIVER

L o c a l

G ri d N o rt h

C o n s tr u c ti o n

S o li d

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#1 #2 #3 #4

N

PIPE

TRANSPORT

FISH

FRANKLIN COUNTY

WALLA WALLA COUNTY

COFFER CELLS

NAVIGATION

WATER TANK

JUVENILE FISH FACILITY

POWERLINE TOWERS

TO CHARBONNEAU PARK

of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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.

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.

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25' 0" 50' 0" 100' 0"0

(SEE SHT G-001)

TO BOAT RAMP

LAY-DOWN AREA

TAINTER GATE

FENCE

SECURITY

TEMPORARY

TRAIL

GUIDE WALL

MOORING BITT

LT POLE

LT POLE

LADDER AT END OF PIER

HOOK w/ ACCESS

LT POLE & MOORING

B1

SPILLWAY BRIDGE

SNAKE RIVER

NORTH SHORE FISH LADDER

NON-OVERFLOW SECTION

NAVIGATION LOCK

CL

SECURITY GATE

DURING METROLOGY WORK.

THE NORTH SIDE OF THE NAVLOCK

BE A TRAILER HERE, OR POSSIBLY ON

STORAGE AND STAGING. THERE MAY

ALSO THIS AREA MAY BE CONTRACTOR

THE SECURITY FENCE.

CAN BE PARKED IN THIS AREA OUTSIDE

CONTRACTORS PERSONAL VEHICLES

NAV-LOCK GATE

DOWNSTREAM

METROLOGY WORK AREA

VALVE #3 ACCESS

NAV-LOCK TAINTER

UPSTREAM NAV-LOCK GATE

VALVE #4 ACCESS

NAV-LOCK TAINTER

CONTRACTORS.

GOVERNMENT AND OTHER

WILL BE SHARED/COORDINATED WITH

FOR METROLOGY WORK. AREA USE

CONTRACTOR STORAGE AND STAGING

AROUND BOTH RAMPS CLEAR AT ALL TIMES

KEEP ROADWAY, RAMPS, AND AREAS

AROUND BOTH RAMPS CLEAR AT ALL TIMES

KEEP ROADWAY, RAMPS, AND AREAS

CONTRACTOR WORK AREA

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AND DAM PROJECT SECURITY FENCE.

CONTRACTOR POV PARKING NOT PERMITTED WITHIN THE ICE HARBOR LOCK 7.

DESIGNATED CONTRACTOR STORAGE AND STAGING.

THE CONTRACTOR'S WORK TRAILER CAN BE LOCATED WITHIN THE 6.

AND OPERABLE EQUIPMENT.

THE CONTRACTOR MUST MAINTAIN GOVERNMENT ACCESS TO ALL VALVES, 5.

GOVERNMENT MOBILE CRANE ACCESS TO TAINTER VALVE #3 OR #4.

THE CONTRACTOR WORK AND STAGING AREAS MUST NOT RESTRICT 4.

NORTH SHORE.

ADDITIONAL CONTRACTOR PARKING LOCATED AT THE BOAT RAMP ON THE 3.

AND DAM PROJECT SECURITY FENCE.

CONTRACTOR POV PARKING NOT PERMITTED WITHIN THE ICE HARBOR LOCK 2.

DESIGNATED CONTRACTOR WORK AREA.

THE CONTRACTOR SHALL PERFORM ALL ON SITE WORK WITHIN THE 1.

GENERAL NOTES

A1

SITE PLAN

SCALE: 1" = 50'

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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)

90'-7"

OUTSIDE END OF SKIN PLATE (SEALS ARE NOT INCLUDED)

OUTSIDE END OF SKIN PLATE TO

SEE SPECIFICATION SECTION (05 59 20.00 28 28)

CONTROL DIMENSIONS CHART

SHEET

S-102

21'-0"

D/S FACE OF SKIN PLATE

CENTER OF TRUNNION HUB TO

S-504

92'-9"

OUTSIDE OF TRUNNION HUB

OUTSIDE OF TRUNNION HUB TO

S-102

TRUNNION HUB CENTERS ARE AT THE SAME ELEVATION

AXIS AND ARE ORTHOGONAL TO THE LOCK WALL

TRUNNION HUB CENTERS ARE ON THE SAME HORIZONTAL

LINEAR DECIMAL

1 DECIMAL PLACE

2 DECIMAL PLACES

3 DECIMAL PLACES

0 DECIMAL PLACES

1 DECIMAL PLACE

±0.030"

±0.010"

±0.002"

LINEAR FRACTIONAL

GENERAL ±1/32"

ANGULAR

0.5°

0.1°

TOLERANCES UNLESS OTHERWISE SPECIFIED

TOLERENCE CRITERIA

WATER TIGHTNESS PRIOR TO PAINTING.

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 D1.5 AND WELD WRAP

WRAP ALL WELDS USING THE REQUIRED WELD SIZES SHOWN ON THE DRAWINGS 11.

TRUNNION YOKE PER THE SPECIFICATIONS.

CONDUCT POST WELD THERMAL STRESS RELIEF ON THE TRUNNION HUB AND 10.

THE SPECIFICATIONS, EXCEPT AS NOTED.

PAINT ALL SURFACES OF THE GATE WITH VINYL SYSTEM 5-E-Z, AS DESCRIBED IN 9.

APPROVAL.

SPLICES IN STEEL MEMBERS ARE NOT ALLOWED WITHOUT GOVERNMENT 8.

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

BREAK ALL EDGES TO A 1/16 INCH RADIUS UNLESS NOTED OTHERWISE. BREAK 7.

APPROVAL.

FIRST PAGE OF THE SHOP DRAWINGS AND PROVIDE THE LIST FOR GOVERNMENT

WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON. ADD THIS LIST TO THE

BY THE CONTRACTOR TO THE SHOP DRAWINGS IN LIST FORM IDENTIFYING

DRAWINGS AND CLOUDED FOR APPROVAL. PROVIDE ALL MISSING WELDS ADDED

BE FRACTURE CRITICAL CJP WELDS, AND SHALL BE IDENTIFIED ON THE SHOP

ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHALL BE ASSUMED TO 6.

DESCRIBED IN THE SPECIFICATIONS.

UNLESS NOTED OTHERWISE, WELDING SHALL CONFORM TO AWS D1.5 AS 5.

GRIND FLUSH ALL CJP BUTT JOINTS.4.

DESCRIBED IN THE SPECIFICATIONS.

TRUNNION HUBS SHALL BE ASTM A668 CLASS D, SUPPLEMENT S4, AS 3.

THE GATE SHALL BE ASTM A709 F-2 GRADE 50.

UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL USED IN FABRICATION OF 2.

CONTROL ENDORSEMENT FOR HYDRAULIC STRUCTURES.

C. HYDA-FECH: HYDRAULIC FABRICATOR - ADVANCED, WITH FRACTURE

CONTROL ENDORSEMENT.

B. IBR-FCE: CERTIFIED BRIDGE FABRICATOR - INTERMEDIATE, WITH FRACTURE

CONTROL ENDORSEMENT.

A. ABR-FCE: CERTIFIED BRIDGE FABRICATOR - ADVANCED, WITH FRACTURE

PROGRAM WITH ONE OF THE FOLLOWING CERTIFICATIONS:

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) QUALITY CERTIFICATION

THE STRUCTURAL STEEL FABRICATOR SHALL BE CERTIFIED UNDER THE 1.

GENERAL STRUCTURAL NOTES

/0

/2

FOR REQUIRED MACHINING, CAMBERING, AND OTHER FINISHING PROCESSES.

DIMENSIONS. THE CONTRACTOR SHALL PROVIDE SUFFICIENT MATERIAL TO ALLOW

UNLESS NOTED OTHERWISE, DIMENSIONS ON ALL DRAWINGS ARE FINISHED 3.

EXAMINATION CALLOUTS. SEE SPECIFICATIONS FOR COMPLETE REQUIREMENTS.

CALCULATED WEIGHTS, COMPONENT CALLOUTS, AND NONDESTRUCTIVE

WELD PREPARATION, WELDING PROCEDURES, METHODS OF MATERIAL CUTTING,

IDENTIFICATION, SURFACE FINISHES, MATERIAL ALLOWANCES FOR MACHINING,

DETAIL REQUIRED FOR FABRICATION, INCLUDING BUT NOT LIMITED TO MATERIAL

SUBMITTED FOR APPROVAL. THE SHOP DRAWINGS SHALL HAVE ALL THE NECESSARY

A COMPLETE AND THOROUGHLY DETAILED SET OF SHOP DRAWINGS SHALL BE 2.

FOR ENGINEER APPROVAL.

OR STARTING FABRICATION AND SHOULD BE INDICATED ON THE SHOP DRAWINGS

THAT ALL ISSUES CAN BE RESOLVED TO MINIMIZE DELAYS IN ORDERING MATERIALS

SHALL BE BROUGHT TO THE ATTENTION OF THE GOVERNMENT IMMEDIATELY SO

INACCURACIES, OMISSIONS, CONFLICTS, AND PROBLEMS RELATED TO FABRICATION

DRAWINGS DURING PREPARATION OF THE SHOP DRAWINGS. ALL DEFICIENCIES,

CONTRACTOR SHALL CAREFULLY AND COMPLETELY REVIEW THE CONTRACT

THE CONTRACT DRAWINGS SHOW THE BASIC DESIGN OF THE GATE. THE 1.

GENERAL NOTES

ABBREVIATIONS

EXISTING ITEMS

NEW ITEMS

RUBBER SEAL

STEEL

WORK POINTW.P.

UNLESS NOTED OTHERWISEUNO

TYPICALTYP

REFERENCEREF

NOT TO SCALENTS

NOT IN CONTRACTN.I.C.

UPSTREAMU/S

PLATEPL

ON CENTEROC

LIGHTLT

ELEVATIONEL

EXISTINGE

DOWNSTREAMD/S

DIA DIAMETER

CENTERLINECL

COMPLETE JOINT PENETRATION WELDCJP

TYPICAL LEGEND

AMERICAN WELDING SOCIETY (AWS) D1.5 BRIDGE WELDING CODE 2020.4.

AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES"

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-22 "MINIMUM DESIGN LOAD 3.

15TH EDITION

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL DESIGN MANUAL, 2.

EM 1110-2-2107 "DESIGN OF HYDRAULIC STEEL STRUCTURES" AUGUST 20221.

DESIGN CODES

DESIGN CRITERIA

WELD WRAP DETAIL

FOR REFERENCE ONLY - NIC)

NEW GATE (INSTALLED LOCATION -

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RECESS

BULKHEAD

FLOATING

FLOATING BULKHEAD RECESS

TAINTER VALVE SLOT

TAINTER VALVE SLOT

BULKHEAD SLOT

BULKHEAD SLOT

CONTROL STAND 2

MACHINERY ROOM HATCH COVERS

MACHINERY ROOM HATCH COVERS

STAIRWELL BUILDING

CONCRETE REMOVED FOR CLARITY

CONCRETE REMOVED FOR CLARITY

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A1

INSTALLATION PLAN (FOR INFORMATION ONLY - NOT IN CONTRACT)

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

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.d g n

2' 0" 4' 0" 8' 0"0

2' 0" 4' 0" 8' 0"0

TRUNNION HUB

TRUNNION HUB

TRUNNION HUB

TRUNNION ARM

(J9/S-505)

TRUNNION ARM "A"

TRUNNION ARM (XX/S-505

UPPER GIRDER PLATE

UPPER GIRDER PLATE

REAR GIRDER PLATE

UPPER VERTICAL RIB

BRACKET (N.I.C.)

GATE CONNECTION

BRACKET (N.I.C.)

GATE CONNECTION

SIDE SEAL (N.I.C.)

SIDE SEAL (N.I.C.)

LOWER VERTICAL RIB

REAR GIRDER PLATEREINFORCING RING AT OPENING (TYP)

REINFORCING RING AT OPENING (TYP)

REINFORCING RING AT OPENING (TYP)

92'-7 5/8" (CONTROL DIMENSION)

2 1/2" 90'-7" (CONTROL DIMENSION) 2 1/2"

GIRDER FLANGE PLATE

GIRDER FLANGE PLATE

SKIN PLATE

SKIN PLATE

SKIN PLATE

EDGE OF GATE

45'-3 1/2 "

[f|1/4"|A]

SIDES)

(BOTH

2'-7"

RIBS (14) @ 3'-0" = 42'-0" (BOTH SIDES) 8 1/2 "SIDES)

(BOTH

4'-1"

27'-0" (BOTH SIDES)13'-6" (BOTH SIDES)

DIAPHRAGM PLATE DIAPHRAGM PLATE

END PLATE

8 1/2 "

CENTERLINE NAV-LOCK

CENTERLINE GATE

EDGE OF GATE

BOTTOM EDGE OF SEAL BAR

43'-4"

44'-7"

TRUNNION HUB

(L8/S-502)

BRACKET INTERCOSTAL

HOLDING ANCHOR

BRACKET

HOLDING ANCHOR

UPPER RIB CAP PLATE

LOWER RIB CAP PLATE

(E9/S-505)

TRUNNION ARM "D"

(E9/S-505)

TRUNNION ARM "B"

(J9/S-505)

TRUNNION ARM "C"

TOP PLATE TRUNNION ARM STIFFENER (8)

BRACKET (H1/S-502)

HOLDING ANCHOR

(A17/S-504)

BRACKET

INDICATOR

POSITION

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

H2

PLAN: TOP VIEW

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

A2

ELEVATION: LOOKING UPSTREAM

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

[r|.062|B]

[A]

[B]

CENTERLINE OF NAV-LOCK & TAINTER GATE

[C]

S-301

A11

S-301

A4

S-301

H4

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

2' 0" 4' 0" 8' 0"0

2' 0" 4' 0" 8' 0"0

4' -6

ID

4' -6 (I D

D

IA

ID

Ø6'-0" (ID)

6" 1' 0" 2' 0"0

6" 1' 0" 2' 0"0

4'-7 1/2"(OD)

Ø6'-1 1/2 " (OD)

4'- 7 1 /2

OD)

A L

U P

S T

R E

A M

T A

IN

T

E R

G A

T E

S U

P P

L Y

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

IC

E

H A

R B

O R

L O

C K

A N

D D

A M

W

E F

B A

N O

V E

M B

E R

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

L D

M E

N T

S

G A

T E

S E

C T

IO

N

S

S-301

J H

A U

G E

N

J.

M

IL

L

IG

-1 -5

-4

H

O U

C

P

D

:1

:2

P

M

/2

/2

H L b S

-3 X

X X

.d g n

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

A11

ELEVATION: NORTH END

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

H4

SECTION: DIAPHRAGM

3/8"=1'-0"SCALE:

A4

SECTION: NORMAL FRAME

3/8"=1'-0"SCALE:

TRUNNION HUB

TRUNNION ARM

REAR GIRDER PLATE

(1" PLATE)

END PLATE

GATE CONNECTION BRACKET (N.I.C.)

UPPER GIRDER PLATE

LOWER GIRDER PLATE

LOWER VERTICAL RIB

BOTTOM SEAL (N.I.C.)

SIDE SEAL (N.I.C.)

REINFORCING RING

UPPER VERTICAL RIB

K1

DETAIL: GIRDER FLANGE PLATE

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

1" DIAPHRAGM PLATE (SEE A1/S-501)

1" UPPER GIRDER PLATE (SEE A1/S-503)

FLANGE PLATE

GIRDER

18"x 1 1/2"

SKIN PLATE

RIB FLANGE PLATE

RIB WEB PLATE

1" DIAPHRAGM PLATE

UPPER VERTICAL RIB (SEE A1/S-502)

LOWER VERTICAL RIB (SEE A15/S-502)

BOTTOM SEAL (N.I.C.) (SEE A1/S-507)

1" REAR GIRDER PLATE (SEE F1/S-503)

1" LOWER GIRDER PLATE (SEE A1/S-503)

1/2" SKIN PLATE

REINFORCING RING

UPPER VERTICAL RIB (SEE A1/S-502)

UPPER GIRDER PLATE

REAR GIRDER PLATE

LOWER GIRDER PLATE

LOWER VERTICAL RIB (SEE A15/S-502)

BOTTOM SEAL (N.I.C.)

SKIN PLATE

REINFORCING RING

CJP

CJP

1. ALL FILLET WELDS ARE MINIMUM SIZE PER AWS D1.5 UNLESS OTHERWISE

STATED.

2. CJP WELDS TO CLOSE THE RING ON THE REINFORCING RINGS MUST BE

COMPLETELY COOLED AND UT TESTED BEFORE THE RINGS CAN BE WELDED

INTO THE GATE. RINGS TO BE CENTERED IN ADJOINING PLATE.

GENERAL NOTES

5/16

CJP, HUB TO ARMS

FLANGE PLATE

GIRDER

18"x 1 1/2"

CJP

INTERMEDIATE RIB (SEE A8/S-502)

(1" PLATE)(A15/S-501)

BRACKET STIFFENERS

GATE CONNECTION

5/16

MILL TO BEAR

A1

DETAIL: RIB FLANGE WELD

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

CJP

CJP

1" GIRDER PLATE

1/2" RIB FLANGE PLATE

1/2" RIB WEB PLATE

1/2" RIB FLANGE PLATE

1/2" RIB WEB PLATE

1/4

1/4

1/4

1/4

1/4

1/4

RING TO PLATE

5/16

5/16

CJP, NOTE 2

CJP

5/16

TYP

TYP

5/16

5/16

RING TO PLATE

TYP, TOP AND

BOTTOM RIB

TYP, TOP AND

BOTTOM RIB

TYP, TOP AND

BOTTOM RIB

TYP

TOP AND BOTTOM RIB CAP

TYP

TYP

2.5:1 SLOPE

1/4

1/4

1/4

1/4

1/4

5/16

1/4

1/4

1/4

1/4

5/16

5/16

1/4

1/4

K1

A1

S-503

A18

S-503

A18

S I

D

F

IN

A L

U P

S T

R E

A M

T A

IN

T

E R

G A

T E

S U

P P

L Y

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

IC

E

H A

R B

O R

L O

C K

A N

D D

A M

W

E F

B A

N O

V E

M B

E R

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

IM

E N

S

IO

N S

G A

T E

S E

C T

IO

N

S

S-302

J H

A U

G E

N

J.

M

IL

L

IG

-1 -5

-4

H

O U

C

P

D

:1

:3

P

M

/2

/2

H L b S

-3 X

X X

.d g n

2'-6" (N.I.C.)6'-0" (N.I.C.)

(N .I

.C

A R

M /H

U B

C E

N T

E R

L

IN

E

/2

T R

U N

N

IO

/8

N

.I .C

N .I

.C

BRACKET

ANCHOR

HOLDING TRUNNION HUB

TRUNNION YOKE

REAR GIRDER PLATE

UPPER GIRDER PLATE

(N .I

.C

/2

SKIN PLATE

N .I

.C

T R

U N

N

IO

N Y

O K

E

(N .I

.C

/1

C E

N T

E R

L

N .I

.C

CENTERLINE OF LOCK (N.I.C.)

TRUNNION ARM

REAR GIRDER PLATE

UPPER GIRDER PLATE

LOWER GIRDER PLATE

W.P.

AND CARRIER (N.I.C.)

BOTTOM SEAL

REINFORCING RING

W.P.

[5

[1 /4

[4 '-5 /4

[2 /2

10'-2 1/16 "

BRACKET (N.I.C.)

GATE CONNECTION

UPPER VERTICAL RIB

NOT SHOWN FOR CLARITY)

(TRUNNION YOKE

TRUNNION HUB

UPPER TRUNNION ARM

UPPER GIRDER PLATE

GATE IN FULL UP POSITION

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

19'-5 13/16"+/- (N .I.C

.0

.6

.0

.3

.7

(N .I .C

.2

° (N

.I.C

N .I .C

.4

(N .I.C

.5

21'-0" (D/S FACE OF SKIN PLATE)

R

CLEARANCE REFERENCE (N.I.C.) (SEE NOTE 1)

CONCRETE OUTLINE SHOWN FOR DESIGN

GATE RECESS OUTLINE

BRACKET (N.I.C.)

GATE CONNECTION

FENDER (NIC)

RUBBER MARINE

GIRDER PLATE

CL LOWER

PLATE

GIRDER

CL UPPER

SIDE SEAL (N.I.C.) NOT SHOWN FOR CLARITY

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

A11

PLAN: TAINTER GATE DIMENSIONS AND CLEARANCE

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

N

.I .C

T R

U N

N

IO

N H

U B

C E

N T

E R

L

IN

E

A

.0

SIDE OF SKIN PLATE.

DIMENSIONS SHOWN [X'-X"] ARE ARC LENGTH TAKEN AT THE DOWNSTREAM 2.

ENGINEERS USE ONLY.

NAVLOCK LAYOUT AND CLEARANCES ARE SHOWN FOR U.S. ARMY CORP OF

GATE WILL NOT BE INSTALLED IN THIS CONTRACT. OPERATIONAL RANGE, 1.

GENERAL NOTES

EL.428.67

(EL.442.00)

TOP OF GATE

(EL.422.00)

SILL BLOCK

TOP OF

S T

A

.0

(N .I.C

.9 ° O

P E

R A T

IO

N A

L "D

O W

N

A1

SECTION: TAINTER GATE DIMENSIONS AND CLEARANCE

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

(CONTROL DIMENSION)CENTER OF HUB TO SKIN PLATE

(N .I.C

.8

° "F

U L L D

O W

N

A11

11"

/8

5'-4 1/2 "

'-6 /8

20'-8 7/8

R

.0

6" R

R

1/2 "

1'-0"

1/2 "

1'-0"

A L

U P

S T

R E

A M

T A

IN

T

E R

G A

T E

S U

P P

L Y

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

IC

E

H A

R B

O R

L O

C K

A N

D D

A M

W

E F

B A

N O

V E

M B

E R

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

IA

P H

R A

G M

D E

T A

IL

S

S-501

J H

A U

G E

N

J.

M

IL

L

IG

-1 -5

-4

H

O U

C

P

D

:1

:4

P

M

/2

/2

H L b S

-5 X

X X

.d g n

/2

R

PLATE (1")

UPPER

'-7 /2 " O

D

1"

4"

/1

10'-3 7/16 "

3/4 "

1/2 "

/4

/4

/8

'-5

/1

7 1/2 "

(END PLATE ONLY)

BRACKET STIFFENER

GATE CONNECTION

/2

/2

21'-0"R

21'-0"

R

20'-3"

R

/2

/2

.9

21'- 0"

R

20'- 3"

R

1/2

RIB AT END PLATE ONLY

RIB AT END PLATE ONLY

GATE CONNECTION BRACKET (N.I.C.)

1'-6"

1'-1 11/16 "

3" 6" 1' 0"01' 0" 2' 0" 4' 0"01' 0" 2' 0" 4' 0"0

1"

7 1/2 "

1/

R

1" PLATE

GATE CONNECTION BRACKET (N.I.C.)

1" PLATE

1" END PLATE

1" TOP GIRDER PLATE

1/2 "

2" R

2"

R

1 1 /2

TYP)

R

EQEQ

CABLE DRUM

CENTERLINE

REINFORCING RING

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

ELEVATION: END PLATE/DIAPHRAGM PLATE

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

A9

SECTION: END PLATE

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

NOTE: LEFT END PLATE SHOWN. DIAPHRAGM SIMILAR, (BETWEEN RIBS)

A15

DETAIL: GATE CONNECTION BRACKET STIFFENER

3"=1'-0"SCALE:

5/16

TYP

LEFT AND RIGHT END PLATES TO BE OPPOSITEHAND, LEFT AND SHONE.3.

INTO THE GATE. RINGS TO BE CENTERED IN ADJOINING PLATE.

COMPLETELY COOLED AND UT TESTED BEFORE THE RINGS CAN BE WELDED

CJP WELDS TO CLOSE THE RING ON THE REINFORCING RINGS MUST BE 2.

STATED.

ALL FILLET WELDS ARE MINIMUM SIZE PER AWS D1.5 UNLESS OTHERWISE 1.

GENERAL NOTES

CJP, NOTE 2

A15

A9

A L

U P

S T

R E

A M

T A

IN

T

E R

G A

T E

S U

P P

L Y

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

IC

E

H A

R B

O R

L O

C K

A N

D D

A M

W

E F

B A

N O

V E

M B

E R

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

T E

R

IB

D E

T A

IL

S

S-502

J H

A U

G E

N

J.

M

IL

L

IG

-1 -5

-4 /7

H

O U

C

P

D

:1

:5

P

M

/2

/2

H L b S

-5 X

X X

.d g n

6"

4"R

9"

1'-0"

2'-0"

/2

1 1/2 "

R1'-0"

1"

1/2 "

1'-0"

1/2 "

/8

/2

'-5

/1

'-5 /1

/4

/8

T Y P

IC

A L

6"

1 1/2 " (TYP)

R

4" R

21'-0" R

20'-9"R

21'-0" (TYP)

R

20'-3"R

/2

2"

R

/2

2" T Y P

R

/2 (T

Y P

20'-9" (TYP)R

20'-3" (TYP)

R

1/2 "

1/2 "

1/2 "

1/2 "

1" PLATE

1/2" PLATE

HOLDING ANCHOR BRACKET

HOLDING ANCHOR BRACKET INTERCOSTAL

/1

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

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

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

/4

/2

Ø2 13/16"

3 1/2 "

R4"

SKIN PLATE

HOLDING ANCHOR BRACKET (1" PLATE)

1/4" PLATE

1/4" PLATE

1 1/2" 3" 6"0

SKIN PLATE

/1

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

1"

1/2" PLATE

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

/2

HOLDING ANCHOR BRACKET

43'-4"43'-4"

6 3/4" (TYP)

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

GATE - UPPER VERTICAL RIB

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

A8

GATE - INTERMEDIATE RIB

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

A15

GATE - LOWER VERTICAL RIB

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

H1

GATE - HOLDING ANCHOR BRACKET

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

L8

GATE - HOLDING ANCHOR BRACKET INTERCOSTAL

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

TYP

5/16

S-102

REF

S-102

REF

S-301

REF

S-301

REF

S-301

REF

TYP

5/16

TYP

5/16

TYP

5/16

H15

DETAIL: HOLDING ANCHOR BRACKET/HOLDING LINK CONN.

SCALE: 6"=1'-0"

TYP

5/16

(5/16)

BRACKET TO SKIN PLATE

HOLDING ANCHOR

GATE

CENTERLINE

5/16

H15

A L

U P

S T

R E

A M

T A

IN

T

E R

G A

T E

S U

P P

L Y

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

IC

E

H A

R B

O R

L O

C K

A N

D D

A M

W

E F

B A

N O

V E

M B

E R

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

IR

D E

R D

E T

A

IL

S

U P

P E

R L

O W

E R

A N

D R

E A

R

S-503

J H

A U

G E

N

J.

M

IL

L

IG

-1 -5

-4

H

O U

C

P

D

:1

:0

P

M

/2

/2

H L b S

-5 X

X X

.d g n

1'-11 1/2 "43'-4"45'-3 1/2 " (90'-7" oa)

/2

90'-7"

9'-3 1/2 " 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"

6'-1 1/2 " (O D)

90'-7"

9'-3 1/2 " 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"

3'-3 1/2 " (OD)

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

8"

/2

2"R

/8

/1

/1

6' -0

(ID

3'-2 " (I

D)

/8

/8

/1

/2 "3

/4

/4

GIRDER PLATE

LINE OF TOP

GIRDER PLATE

LINE OF BOTTOM

CENTERLINE OF HOLES

CENTERLINE OF HOLES

1" PLATE

1" PLATE

1/2" PLATE

1/2" PLATE

DETAIL L18

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

2' 0" 4' 0" 8' 0"0

2' 0" 4' 0" 8' 0"0

2' 0" 4' 0" 8' 0"0

4" x 3/4" REINFORCING RING

4" x 3/4" REINFORCING RING

LINE OF DIAPHRAGM PLATE

LINE OF DIAPHRAGM PLATE

LINE OF END PLATE

LINE OF END PLATE

/2

8 1/2 " 8 1/2 "

4'-9 1/2 "27'-0"27'-0"27'-0"4'-9 1/2 "

LINE OF END PLATE

4"

EQ

EQ

RING)

(REINFORCING

3/4" PLATE

1" PLATE

3" 6" 1' 0"0

C L

H O

L D

IN

G

L

IN

K

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

F1

DETAIL: REAR GIRDER PLATE

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

L1

DETAIL: UPPER AND LOWER RIB CAP PLATE

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

L18

HOLDING LINK NOTCH

DETAIL:

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

C L

G A

T E

/N A

V -L

O C

K

A1

DETAIL: UPPER AND LOWER GIRDER PLATES

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

LOWER RIB CAP UPPER RIB CAP

SYMMETRICAL ABOUT CL

C L

H O

L D

IN

G

L

IN

K

S-102

REF

A18

REINF-RINGDET: TYP

3"=1'-0"SCALE:

(P E

R D

R A

W

IN

G

O U

T S

ID

E

IA

(SEE G.N. 2 SHT S-301)

INTO GIRDER OR DIAPHRAM PLATES.

TO BE COMPLETED PRIOR TO INSTALLATION

NOTE: REINFORCING RING CJP WELD JOINT

A18

A18

3'-6 1/2 "

10 11/16 "

R

6 1/2"

.0

.0

.0

1'- 5/8 " 8 5/16 " 9 7/16 "

3 1/16 "

/4

/8

/1

/1

/1

/1

8 3/4 " 8 5/16 "

3 1/16 "

EQEQ

7 13/16 "7 13/16 "

(A)

(B)

(C)

.0

/2

R

6"

3"

/2

/8

A L

U P

S T

R E

A M

T A

IN

T

E R

G A

T E

S U

P P

L Y

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

IC

E

H A

R B

O R

L O

C K

A N

D D

A M

W

E F

B A

N O

V E

M B

E R

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

R

U N

N

IO

N H

U B

A S

S E

M B

L Y

D E

T A

IL

S

S-504

J H

A U

G E

N

J.

M

IL

L

IG

-1 -5

-4

H

O U

C

P

D

:1

:0

P

M

/2

/2

H L b S

-5 X

X X

.d g n

1' 0" 2' 0" 4' 0"0 6" 1' 0" 2' 0"0

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

6" 1' 0" 2' 0"0

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

TRUNNION ARM

CENTERLINE

ARM RIB

TRUNNION

OUTSIDE

ARM RIB

TRUNNION

INSIDE

TRUNNION ARM

TRUNNION CENTERLINE

TRUNNION ASSEMBLY

CENTERLINE)

TRUNNION SHAFT

PERPENDICULAR TO

(ALIGNMENT TO BE

TRUNNION ARM ONLY)

BRACKET (TOP OF "B"

POSITION INDICATOR

SKIN PLATE

BACK FACE OF

INSIDE FLANGE

OUTSIDE FLANGE

WEB PLATE

INSIDE FLANGE(M)

OUTSIDE FLANGE (M)

WEB PLATE (M)

UPPER ARM (RADIAL)

LOWER ARM (RADIAL)

MIRROR LINE

TRUNNION HUB

CJP - FLANGE TO HUB

3/8

3/8

CJP - BOTH SIDES

WEB TO FLANGE

3/8

3/8

CJP

CJP - WEB TO HUB

3/8

3/8

TEMPLATE TO TRUNNION HUB

CL TRUNNION HUB

CL TRUNNION HUB

1 1/2" R COPE TYP.

TRUNNION ARM FLANGE

OF FLANGE TO MATCH

2.5:1 TAPER OUTSIDE

TRUNNION ARM FLANGE

OF FLANGE TO MATCH

2.5:1 TAPER OUTSIDE

WEB

MATCH TRUNNION ARM

BOTTOM OF WEB TO

2.5:1 TAPER TOP AND

TEMPLATE TO TRUNNION HUB

WEB PLATE OUTSIDE FLANGEINSIDE FLANGE

1 1/2" PLATE

2" PLATE

2" PLATE

CL TRUNNION ARM

CL TRUNNION ARM

ARM

CL TRUNNION

OUTSIDE FLANGE

OUTSIDE FLANGE

INSIDE FLANGE

INSIDE FLANGE

TRUNNION HUB

WEB PLATE

WEB PLATE

TRUNNION ARM

CENTERLINE

TRUNNION HUB

CENTERLINE

1/2" PLATE

ARM (WEB)

TRUNNION

UPPER

3/8

STATED.

ALL FILLET WELDS ARE MINIMUM SIZE PER AWS D1.5 UNLESS OTHERWISE 1.

GENERAL NOTES

A17

PLAN: TRUNNION ARM

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

A9

ELEVATION: TRUNNION HUB ASSEMBLY

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

H1

DETAIL: TRUNNION HUB PLATES

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

H10

ISOMETRIC: TRUNNION ASSEMBLY

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

A1

DETAIL: TRUNNION HUB

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

CLEARANCE DIMENSION

INSIDE FLANGE/TRUNNION HUB FACE

LETTER DIMENSION LOCATION

A 1.188" TOP OF FLANGE/FACE OF TRUNNION HUB

B 0.500"

C 0.578"

INSIDE FLANGE AT ARM RADIAL/FACE OF TRUNNION HUB

BOTTOM OF FLANGE AT MIRROR LINE/FACE OF TRUNNION HUB

E4

DETAIL - POSITION INDICATOR BRACKET

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

S-102

REF

A L

U P

S T

R E

A M

T A

IN

T

E R

G A

T E

S U

P P

L Y

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

IC

E

H A

R B

O R

L O

C K

A N

D D

A M

W

E F

B A

N O

V E

M B

E R

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

D I

N D

IC

A

T O

R B

R A

C K

E T

T R

U N

N

IO

N A

R M

D E

T A

IL

S

S-505

J H

A U

G E

N

J.

M

IL

L

IG

-1 -5

-4

H

O U

C

P

D

:1

:1

P

M

/2

/2

H L b S

-5 X

X X

.d g n

8'-2 9/16 "

8'-7 3/8 "

8'-0"

8'-4 7/8 "

.7

9'-2 5/16 "

2 1/2 "8'-2 15/16 "

6"

R

6"

R

W14 x 159

8'-0"

8'-4 7/8 "

8'-2 9/16 "

8'-7 3/8 "

(1

.9

(1 .1

(1 .1

1 1/2" COPE (TYP)

W14 x 159

1 1/2" COPE (TYP)

(1

.9

(1 .1

(1 .1

6" 1' 0" 2' 0"0

6" 1' 0" 2' 0"0

6" 1' 0" 2' 0"0

1 1/2" COPE (TYP)

1" PLATE

11 5/16 "

1'- 5/8 "

/1

/1

/8 " 3

/8

/8

1 1/4 "

FLANGE: 1 1/4" PLATE

FLANGE: 15.625"x 1 1/4" PLATE

WEB: 3/4" PLATE

3" 6" 1' 0"0

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

J9

DETAIL: TRUNNION ARM "A" AND "C"

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

A9

DETAIL: TOP PLATE TRUNNION ARM STIFFENER

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

E9

DETAIL: TRUNNION ARM "B" AND "D"

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

NOTE: 8 PIECES REQUIRED

NOTE: 2 PIECES REQUIRED (TOP OF "D" SHOWN)

NOTE: 2 PIECES REQUIRED (TOP OF "C" SHOWN)

TRUNNION HUB.

UP WITH THE 2.5:1 SLOPE ON THE FLANGE AND WEB PLATES ON THE

NEED TO SHOW THE ACCURATE THICKNESS FOR THE ARMS AND PROPER FIT-

THICKNESS THAN WHAT IS SHOWN ON THE DRAWINGS. THE SHOP DRAWINGS

ROLLED SHAPES HAVE TOLERANCES AND MAY HAVE A DIFFERENT 2.

TRUNNION HUB WEB AND FLANGES.

THE SIZE INDICATED IN THE DRAWING FOR PROPER FIT UP WITH THE

ROLLED SHAPE. TRUNNION ARMS MUST BE A709 GRADE 50 STEEL AND BE OF

THE TRUNNION ARMS CAN BE BUILT FROM PLATE OR PURCHASED AS A 1.

GENERAL NOTES

S-102

REF

S-102

REF

S-102

REF

5/16

5/16

A1

SECTION: BUILT-UP TRUNNION ARM

3"=1'-0"SCALE:

NOTE: MATERIAL GRADE IN ACCORDANCE NOTE 1.

CL WEB

CL ARM

A L

U P

S T

R E

A M

T A

IN

T

E R

G A

T E

S U

P P

L Y

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

IC

E

H A

R B

O R

L O

C K

A N

D D

A M

W

E F

B A

N O

V E

M B

E R

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

T A

IL

S

L O

W E

R G

A T

E A

N D

S

IL

L B

L O

C K

S E

A L

S-506

J H

A U

G E

N

J.

M

IL

L

IG

-1 -5

-4

H

O U

C

P

D

:1

:2

P

M

/2

/2

H L b S

-5 X

X X

.d g n

PLATE (N.I.C.)(SEE NOTE 3)

SIDE SEAL KEEPER

SIDE SEAL (BULB SEAL) (N.I.C.)

1/2" (MIN)

1 1/2" 3" 6"0

(NOTCH IN WAY OF SIDE SEAL SUPPORT)

BOTTOM SEAL RETAINER PLATE (N.I.C.)

RUBBER GASKET (N.I.C.)

(DESIG

N R

ADIU

S)

INSID

E O

F G

ATE

PLATE

21'-0

SID

E S

EAL CARRIE

R)(N

.I.C.

(OUTSID

E FL

ANGE O

F

R 21 '-1"

SIDE SEAL (N.I.C.)

/2

4 1/2 "

2 1/4 "

1/8"

R

BOTTOM SEAL (N.I.C.)

SILL BLOCK (E)

KEEPER PLATE (E)

4 PLY NYLON REINFORCEMENT (E)

10 1/4"x 1" RUBBER FLAP SEAL w/

1/8" R

SIDE SEAL SUPPORT (N.I.C.)(L4"x 4"x 3/8")

SIDE SEAL SUPPORT GASKET (N.I.C.)

SKIN PLATE

4 PLY NYLON REINFORCEMENT (E)

10 1/4"x 1" RUBBER FLAP SEAL w/

KEEPER PLATE (E)

BOTTOM SEAL CARRIER (N.I.C.)

BOTTOM BULB SEAL (N.I.C.)

KEEPER PLATE (N.I.C.)

BOTTOM SEAL

BOTTOM BULB SEAL (N.I.C.)

BETWEEN MOUNTING HOLES N.I.C.)

STAGGER 11/16" DIA. SIDE SEAL HOLES

11/16" DIA. MOUNTING HOLES @ 6" OC

SIDE SEAL SUPPORT (L4"x 4"x 3/8")

CARRIER GASKET (N.I.C.)

BOTTOM SEAL

SIDE SEAL KEEPER PLATE (N.I.C.) (SEE NOTE 3)

(SEE NOTE 2)

BOTTOM SEAL CARRIER (N.I.C.)

1/4" RADIUS

5/8" BOLT (SEE NOTE 1)

LONG SLOT HOLE FOR

SID

E S

EAL R

ETAI

NER)

R 2 0'-9

" (IN

SID

E

5/8" SS BOLT (N.I.C.)

5/8" SS HEX NUT (N.I.C.)

5/8" WASHER (N.I.C.)

5/8" SS HEX NUT (N.I.C.)

(N.I.C.)5/8" WASHER

HEAD CAP SCREW (N.I.C.)

5/8" SS FLAT COUNTERSUNK

WASHER (N.I.C.)

SPACER SLEEVE (N.I.C.)

109.92°

/4

/2

(1/2" PLATE)

BOTTOM SEAL CARRIER (N.I.C.)

ADD CAULK TO NOTCHED STEEL (N.I.C.)

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

SECTION: TAINTER GATE SEAL INSTALLATION

6"=1'-0"SCALE:

A14

ISOMETRIC: BOTTOM GATE SEAL ASSEMBLY

SCALE: NTS

RADIUS CORNER NEAREST TO BULB OF THE BULB SEAL.

MOUNTING HOLES (FOR 5/8" FLATHEAD BOLTS) @ 6" OC. PROVIDE 1/8"

WITH 11/16" DIA. TO BE 3"x 3/8" PLATE (N.I.C.) SIDE SEAL KEEPER PLATES 3.

BETWEEN MOUNTING HOLES

NOTE1) LONG MOUNTING HOLES @ 6" OC STAGGER BOTTOM SEAL HOLES

BOTTOM SEAL CARRIER (N.I.C.) (1/2" FLANGE PLATE) w/11/16"x 1 9/16" (SEE 2.

LONG SLOT HOLES ARE PER AISC STEEL CONSTRUCTION MANUAL TABLE J3.31.

GENERAL NOTES

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

S

P

D

:1

:3

P

M

/2

/2

H L b S

-5 X

X X

.d g n

AND SEAL SUPPORT FLANGE HOLES)

(@ 6" OC, STAGGER FACE FLANGE HOLES

DRILL FOR 5/8" BOLTS

BULB SEAL(N.I.C.)

MOUNTING FLANGE

21'-1" OUTSIDE OF 20'-9"

R

SKIN PLATE

5/8" SS BOLT (N.I.C.)

5/8" WASHER (N.I.C.)

5/8" SS HEX NUT (N.I.C.)

SIDE SEAL SUPPORT GASKET (N.I.C.)

SUPPORT)(N.I.C.)(DETAIL A1)

L4"x 4"x 3/8" (SIDE SEAL

1/8" R

5/8" LONG SLOT HOLE

1/2 "

R

1/2

R

1/2 "

R

1/2

R 1/2

R

1/2" SNIPE

1/2" SNIPE

(DET G14/S-506)

BULB SEAL (N.I.C.)

HEAD CAP SCREW (N.I.C.)

5/8" SS FLAT COUNTERSUNK

KEEPER PLATE (DET A10)

3"x 3/8" SIDE SEAL

(SEAL LINER)

LOCK WALL

/1

C

O M

P R

E S

S

IO

N

/2

R

E F

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

BOTTOM SEAL

BOTTOM SEALS

VULCANIZE SIDE AND

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

/8

L4"x 4"x 3/8"(N.I.C.)

1 1/2 "

/2

" 5/8" WASHER (N.I.C.)

5/8" WASHER (N.I.C.)

/1

/1

NUT (N.I.C.)

5/8" SS HEX

1/2" SNIPE

SPACER (N.I.C.)

COMPRESSION

5/8"

A L

U P

S T

R E

A M

T A

IN

T

E R

G A

T E

S U

P P

L Y

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

IC

E

H A

R B

O R

L O

C K

A N

D D

A M

W

E F

B A

N O

V E

M B

E R

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

D M

O U

N T

D E

T A

IL

S

G A

T E

S

ID

E S

E A

L S

S-507

J H

A U

G E

N

J.

M

IL

L

IG

-1 -5

-4

H

O U

C

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

ELEVATION: SIDE SEAL SUPPORT ANGLE (N.I.C.)

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

A6

ELEVATION: SIDE SEAL (N.I.C.)

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

A10

ELEVATION: SIDE SEAL KEEPER PLATE (N.I.C.)

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

5A1

DETAIL: SIDE SEAL AND SUPPORT

1"=1" FULL SIZESCALE:

ARE N.I.C.

INCLUDED FOR INFORMATION ONLY. SEALS, SEAL KEEPERS, AND HARDWARE 2.

OR A709 GRADE 50 STEEL. (N.I.C.)

SEAL SUPPORT ANGLE AND SEAL KEEPER PLATE SHALL BE A572 GRADE 50 1.

GENERAL NOTES

A L

U P

S T

R E

A M

T A

IN

T

E R

G A

T E

S U

P P

L Y

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

IC

E

H A

R B

O R

L O

C K

A N

D D

A M

W

E F

B A

N O

V E

M B

E R

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

T U

R E

C O

N T

R O

L I

S O

M E

T R

IC

T A

IN

T

E R

G A

T E

S-901

J H

A U

G E

N

J.

M

IL

L

IG

-1 -5

-4

H

O U

C

P

D

:1

:5

P

M

/2

/2

H L b S

-9 X

X X

.d g n

GATE CONNECTION BRACKET (N.I.C.)

TRUNNION ARM

SHOWN FOR CLAIRITY)

(TRUNNION YOKE NOT

TRUNNION HUB

REAR GIRDER PLATE

END PLATE

SIDE SEAL (N.I.C.)

VERTICAL RIB

GIRDER PLATE

RIB CAP

UPPER GIRDER PLATE

LOWER GIRDER PLATE

SEE NOTE 4

SEE NOTE 4

DIAPHRAGM

DIAPHRAGM

TRUNNION YOKE

SKIN PLATE

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

A3

ISOMETRIC VIEW: FRACTURE CONTROL

N.T.S.

UNLESS OTHERWISE STATED.

ALL SPLICES MUST BE CJP GROOVE WELDS WITH 100% UT AND 100% RT, 5.

GATE.

AND REAR GIRDER PLATES. THERE SHALL BE NO FIELD SPLICING OF THE

SPLICES. SPLICING CAN HAPPEN AROUND THE HOLES IN THE UPPER, LOWER,

PLATES MUST BE OFFSET A MINIMUM OF 6" FROM ANY REAR GIRDER

RIBS OR DIAPHRAGM PLATE. SPLICES IN THE UPPER AND LOWER GIRDER

PLATE GIRDER SHOP SPLICES MUST NOT BE WITHIN 6" OF ANY VERTICAL 4.

INTERCOSTAL WELDS.

VERTICAL SKIN SPLICES ARE NOT ALLOWED AT VERTICAL RIBS OR THROUGH

PLATE SPLICES FROM PLATE GIRDER FLANGE SPLICES BY A MINIMUM OF 3’-0”.

CONNECTIONS TO THE PLATE GIRDER FLANGES. OFFSET VERTICAL SKIN

HORIZONTAL SKIN PLATE SPLICES ARE NOT ALLOWED OTHER THAN AT 3.

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

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

GENERAL SHEET NOTES

CRITICAL

FRACTURE

TRUNNION HUB AND TRUNNION ARMS YES

COMPONENT

FRACTURE CRITICAL COMPONENTS

UPPER, LOWER, AND REAR GIRDER PLATES YES

DIAPHRAGMS YES

GATE CONNECTION BRACKET YES

YES

HOLDING ANCHOR AND LINKS YES

VERTICAL RIBS NO

SKIN PLATE NO

END PLATES YES

TRUNNION YOKE

2"

/8

1" 1 1/8 "

/8

1/4 "

R

/1 T Y P

A L

U P

S T

R E

A M

T A

IN

T

E R

G A

T E

S U

P P

L Y

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

IC

E

H A

R B

O R

L O

C K

A N

D D

A M

W

E F

B A

N O

V E

M B

E R

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

M E

T R

IC

A

N D

D E

T A

IL

S

T R

U N

N

IO

N Y

O K

E A

S S

E M

B L

E Y

S-902

J H

A U

G E

N

J.

M

IL

L

IG

-1 -5

-4

H

O U

C

P

D

:1

:5

P

M

/2

/2

H L b S

-9 X

X X

.d g n

2'-11 1/2 "

10"7 1/2 "7 1/2 "10 1/2 "

2 3/4 " 2 3/4 "

/2

/4

/2

/4

/2

(T

Y P

(6) PLACES

ADJUSTMENT SCREWS

DRILL AND TAP FOR 5/8"

3 7/8 "3"1'-9 1/4 "3"4 3/8 "

10 5/8 "10 5/8 "

HUB

TRUNNION

CENTERLINE

HUB

TRUNNION

CENTERLINE

/8

/2

/2

/8

/1

/8

10 1/2 "

R

1" (TYP)

6"

1'-1"

10 1/2 " 1'-2" 2"

1'-4"

(UPPER SPACER PLATE)

TO CLEAR HUB

1 1/4"x 45° CHAMFER

8"

/2

/2

/2

/2

9 7/8"

/8

/8

/8

/8

/2

/2

R

7/ 8"

/2

1" (TYP)

6"

1'-1"

10 1/2 "1'-2"2"

/8

/1

/1

7 1/2 "7 1/2 "

2"

1'-3"

2"

SEE DET H15/S-902

(2 PLACES)

BAR RETAINERS

TRUNNION PIN KEEPER

INTERSECTING WELDS (TYP)

TO ACCOMMODATE

COPE PLATE AS NEEDED

2'-11 1/2 "

P L

A T

E

S P

A C

E R

U P

P

/2

/2

3"10 5/8 "10 5/8 "3"

1'-9 1/4 "

6" 1' 0" 2' 0"0

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

ADJUSTMENT SCREWS

DRILL AND TAP FOR 5/8"

"(4 P

L

R

1 1/2" 3" 6"0

(12"X 12")

PLATE

3/4" KEEPER

4 3/4 "3 1/4 "

P L

A T

E

S P

A C

E R

(L O

W

/4

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

A7

ELEVATION: TRUNNION YOKE (LOOKING DOWNSTREAM

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

H7

PLAN: TRUNNION YOKE

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

A1

ELEVATION: TRUNNION YOKE (FROM CENTERLINE LOCK)

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

A15

ELEVATION: TRUNNION YOKE (FROM LOCK WALL)

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

H1

ISOMETRIC: TRUNNION YOKE

N.T.S.

3/8

CJP

CJP

CJP

1/4

H15

DETAIL: TRUNNION PIN KEEPER BAR RETAINER

6"=1'-0"SCALE:

TOP SIDE

3/8

3/8

3/8

3/8