A.03.09 21Q0047_Plans.pdf

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WALLA WALLA DISTRICT

W912EF21Q0047

SEPTEMBER 2021

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EMERGENCY CLOSURE

FISH PUMP PENSTOCK

SNAKE RIVER, OREGON, WASHINGTON AND IDAHO

LITTLE GOOSE LOCK AND DAM

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LOCATION MAP

NOT TO SCALE

VICINITY MAP

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LOCATION

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SEE LOCATION

SPOKANE

OREGON

CLEARWATER R.

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SALEM

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DALLES

WALLA WALLA

PENDLETON

VANCOUVER

SITE MAP

NOT TO SCALE

Washtucna

Riparia

GOOSE

DAM

LITTLE

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OREGON

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Athena

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Hermiston

Anatone

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Touchet

Milton-Freewater

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Plymouth

Dayton

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BishopCentral

MONUMENTAL

LOWER Dodge

DAM

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HELIPAD

NAVIGATION LOCK

L oc al G ri d

N or th

So lid

N. 5000

POWERHOUSEBARGE LOADING FACILITY

N. 6000

SPILLWAY

TO STARBUCK

STORAGE YARD

FISH LADDER

C on st ru ct io n

UNIT

UNIT

UNIT

SECTION

NONOVERFLOW

CENTRAL

FACILITIES

FISH

JUVENILE

EMBANKMENT

ROCK FILL

500 KV TRANSMISSION LINE

12°44'51.02"

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UNIT

UNIT

UNIT

BAY 2

BAY 1

X

BAY 5

BAY 4

BAY 3

X

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BAY 6

E

E

0Lower Monumental Pool EL. 540

E

N. 7000

S N A K E

BAY 8

BAY 7

TO RIPARIA

Camas Prairie Railroad

R I V E R

SECTION

NONOVERFLOW

SOUTH

SECTION

NONOVERFLOW

NORTH

N N 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:

SUBMITTED BY:

APPROVED BY:

WALLA WALLA DISTRICT

CHIEF OF DESIGN BRANCH

MARCUS PALMER, P.E.

WALLA WALLA DISTRICT

CHIEF OF MECHANICAL DESIGN SECTION

KEVIN RENSHAW, P.E.

WALLA WALLA DISTRICT

CHIEF OF ENGINEERING & CONST DIV.

DWAYNE WESTON, P.E.

WALLA WALLA DISTRICT

CHIEF OF STRUCTURAL DESIGN SECTION

DANIELLE FICHERA, P.E.

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STRAIGHT MUST BE FABRICATED TO WITHIN 1/16 INCH OF STRAIGHT.

PERPENDICULAR MUST BE FABRICATED TO WITHIN 1/16 INCH OF PERPENDICULAR, AND ALL LINES SHOWN AS

ALL LINES SHOWN AS PARALLEL MUST BE FABRICATED TO WITHIN 1/16 INCH OF PARALLEL, AND ALL LINES SHOWN AS 3.

STEEL AND PIPE DIMENSION VARIANCES, DIMENSION TOLERANCE STACKUPS, WARPAGE, ETC.

ALLOW FOR REQUIRED MACHINING. ALL DIMENSIONS SHALL BE CHECKED TO TAKE INTO ACCOUNT STRUCTURAL

DIMENSIONS ON ALL DRAWINGS ARE FINISHED DIMENSIONS. THE INSTALLER MUST PROVIDE SUFFICIENT MATERIAL TO 2.

MUST IDENTIFY INTERSECTING WELDS ON THE SHOP DRAWINGS, IF ANY, THAT ARE NOT COPED.

ENGINEER APPROVAL. INTERSECTING WELDS ARE NOT PERMITTED UNLESS APPROVED BY THE EOR. THE INSTALLER

ORDERING MATERIALS OR STARTING FABRICATION AND SHOULD BE CLOUDED ON THE SHOP DRAWINGS FOR

BROUGHT TO THE ATTENTION OF THE DESIGNERS SO THAT ALL ISSUES CAN BE RESOLVED TO MINIMIZE DELAYS IN

DEFICIENCIES, INACCURACIES, OMISSIONS AND PROBLEMS RELATED TO FABRICATION MUST BE IMMEDIATELY

CAREFULLY AND COMPLETELY REVIEW THE DRAWINGS DURING PREPARATION OF THE SHOP DRAWINGS. ALL

THE DRAWINGS SHOW THE BASIC DESIGN OF THE FISH PUMP PENSTOCK BULKHEAD. THE INSTALLER MUST 1.

GENERAL NOTES

ALL STEEL MUSH BE ASTM A709 GRADE 50.16.

STAINLESS STEEL FASTENERS MUST BE ASTM F593 TYPE 304.15.

LIFTING EYES AND BULKHEAD SKIN PLATE ARE FRACTURE CRITICAL MEMBERS.14.

PAINT ALL FERROUS SURFACES WITH SYSTEM 5-E-Z. SEE SPECIFICATIONS FOR MORE INFORMATION AND EXCEPTIONS.13.

THE ESTIMATED WEIGHT OF PROPOSED PENSTOCK BULKHEAD (MINUS BOLTS, WELDS AND SEALS) IS 7,300 LBS.12.

EXCEPT FOR STAINLESS FASTENERS AND SEALS ACCORDING TO SPECIFICATION 09 97 02, PAINTING.

ALL WELD SPATTER MUST BE REMOVED PRIOR TO PAINTING. PREPARE AND PAINT ALL PREPARED STEEL SECTIONS 11.

NOT CALLED OUT IN THE DRAWINGS.

ALL REQUIRED BOLTS, CAPSCREWS, WASHERS, ETC. MUST BE FURNISHED FOR A COMPLETE INSTALLATION EVEN IF 10.

ALL EDGES WILL BE GROUND TO A 1/16. RADIUS UNLESS NOTED OTHERWISE.9.

FIELD WELDING WILL NOT BE PERMITTED UNLESS AUTHORIZED BY THE ENGINEER OF RECORD.8.

OTHERWISE. ALL WELDING ELECTRODES FOR MILD STEEL MUST BE 70KSI.

ALL WELDS MUST BE CONTINUOUS WRAPPED MUST BE THE SAME SIZE AS THE CONTINUOU WELDS, UNLESS NOTED 7.

AND APPROVED WELDING PRECEDURE SPECIFICATIONS (WPS).

ALL PREHEAT AND INTERPASS TEMPERATURES WILL MEET THE REQUIREMENTS OF THE APPLICABLE WELDING CODE 6.

ALL WELDS NOT INDICATED MUST BE COMPLETE JOINT PENETRATION (CJP) AND MUST BE GROUND FLUSH.5.

WELDING SHALL CONFORM TO AWS D1.5 AS NOTED IN THE SPECIFICATIONS FOR THE PENSTOCK BULKHEAD.4.

ALL STAINLESS STEEL MUST CONFORM TO ASTM A240 TYPE A304/304L, UNLESS OTHERWISE NOTED.3.

MUST FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

ALL DIMENSIONS, DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS. THE INSTALLER 2.

PROJECTS OF SIMILAR SCOPE.

WITH A FRACTURE CRITICAL ENDORSEMENT (F) AND POSSESS FIVE 5 YEARS DOCUMENTED EXPERIENCE ON

CERTIFIED HYDRAULIC STEEL STRUCTURE FABRICATORHYD:

CERTIFIED BRIDGE FABRICATOR - ADVANCEDABR:

CERTIFIED BRIDGE FABRICATOR - INTERMEDIATEIBR:

MAJOR BRIDGE FABRICATIONCBR:

CONSTRUCTION) QUALITY CERTIFICATION PROGRAM WITH ONE OF THE FOLLOWING CERTIFICATIONS:

THE FABRICATING PLANT AND FABRICATOR MUST BE CERTIFIED UNDER THE AISC (AMERICAN INSTITUTE OF STEEL 1.

GENERAL STRUCTURAL NOTES

FLANGES OF MAIN GIRDERS1.

SOME NON-FRACTURE CRITICAL ITEMS

STATIC WATER DESIGN HEAD = 46 FT.2.

MAXIMUM POOL ELEVATION = 646.5 FT.1.

DESIGN ELEVATIONS AND LOADS

PERFORMANCE FACTOR PER DESIGN CODE 1, SECTION 3.1.1 IS TAKEN AS α = 0.9.2.

LOAD RESISTANCE AND FACTOR DESIGN USED FOR THE DESIGN PER DESIGN CODE 1, SECTION E.5.1.

DESIGN REQUIREMENTS

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-10 "MINIMUM DESIGN LOADS.3.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL DESIGN MANUAL, 15TH EDITION.2.

ETL 1110-2-584 "DESIGN OF HYDRAULIC STEEL STRUCTURE" 30 JUNE 2014.1.

DESIGN CODES

DESIGN CRITERIA

FRACTURE CRITICAL MEMBERFMC

CENTER LINE�

TYPICALTYP

STAINLESS STEELSS

ABBREVIATIONS

RUBBER SEAL / UHMW

STEEL

TYPICAL LEGEND

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SCALE: NTS

ISOMETRIC: PENSTOCK BULKHEAD UPSTREAM VIEW

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ISOMETRIC: PENSTOCK BULKHEAD DOWNSTREAM VIEW

ROLLER

GUIDE SHOE

END PLATE

J-BULB SEAL

KEEPER SEAL PLATE

SKIN PLATE (FCM)

LIFTING EYE (FCM)

FLANGE

WEB

UHMW FEET

STEEL WEIGHT STACK

ROLLER

GUIDE SHOE

END PLATE

J-BULB SEAL

SKIN PLATE

LIFTING EYE (FCM)

WEB

VERTICAL PIN SUPPORT

FLANGE

LIFTING EYE (FCM) LIFTING EYE (FCM)

SKIN PLATE (FCM)

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ELEVATION: UPSTREAM VIEWELEVATION: TYPICAL SIDE VIEW

SCALE: 1"=1'-0"

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PLAN: BOTTOM VIEW

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ASSEMBLY (TYP)

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1" X 6" FLANGE (TYP)

WASHERS AND HEX NUT (TYP)

CAP SCREW WITH 2X PLAIN

1/2"-13 UNC X 8 1/2" SS HEX HEAD

LIFTING EYE (FCM) (TYP)

GUIDE SHOE (TYP)

ROLLER (TYP)

END PLATES

VERTICAL PIN SUPPORT (TYP)

J-BULB SEAL (TYP)

(FCM) (TYP)

LIFTING EYE

SEAL KEEPER PLATES (TYP)

SKIN PLATE (FCM)

BOTTOM J-BULB SEAL

UHMW FEET (TYP)

(TYP)

CAP SCREW WITH PLAIN WASHER AND HEX NUT

1/2"-13 UNC X 3 1/4" SS HEX SOCKET FLAT HEAD

AND HEX NUT (TYP)

HEAD CAP SCREW WITH 2X SS WASHER

3/8" - 16 X 4 1/2" SS HEX SOCKET ROUND

UHMW FEET (TYP)

3/8

3/8

G

3/8

3/8

CAP SCREWS.

ALL THREADS WITH NUTS AND WASHERS MAY BE USED IN LIEU OF HEX HEAD 3.

VULCANIZED.

J-BULB CORNERS MUST BE MOLDED CORNERS AND ALL SPLICES MUST BE 2.

SUPPORTS.

LINE BORE ROLLER PIN HOLES THROUGH END PLATE AND VERTICAL PIN 1.

GENERAL SHEET NOTES

SHEET KEYNOTES

KEEPER SEAL PLATE.

THAT 1/2-13 UNC X 3 1/4" SS FLAT HEAD CAP SCREWS ARE FLUSH WITH

KEEPER SEAL PLATES MUST HAVE FASTENER HOLES COUNTERSUNK SO 1.

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

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

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F

IC

H

E R

A P

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T O

C K

B U

L K

H E

A D

S E

C T

IO

N

S

S-301

M

G O

N Z

A L

E Z

B M

A S

P -1

-5

/2

O M

E L

A

P

D

A E

C p d f.

p lt c fg

:4

:4

A

M

/7 /2

L G

\L

G S

-3 X

X X

.d g n

SECTION: VERTICAL CUT SHORT SIDE

A7

A13

SECTION: VERTICAL CUT LONG SIDE

L9

SCALE: 1"=1'-0"

SECTION: HORIZONTAL CUT

(SURFACE TO SURFACE)

PARELLELISM

TOLERANCE VALUE

CONTACT THE GAGE

PART SURFACE TO

TOLERANCE VALUEFLATNESS

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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S

IG

N E

D B

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C O

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R A

C T

N O

S O

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IC

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A

T

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O

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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

F L

O W

UPSTREAM

DOWNSTREAMJ-BULB SEAL

ROLLER (TYP)

J-BULB SEAL

BOTTOM J-BULB SEAL

DOWNSTREAMUPSTREAM

FLOW

END PLATES

WITH 2X PLAIN WASHERS AND HEX NUT (TYP)

3/8"-16 X 2" UNC SS HEX HEAD CAP SCREW

SCREW WITH 2X PLAIN WASHERS AND HEX NUT (TYP)

1/2"-13 UNC X 4" SS HEX SOCKET ROUND HEAD CAP

UHMW FEET (TYP) BOTTOM J-BULB SEAL

PER STACK (TYP)

STEEL WEIGHT 8X

VERTICAL PIN SUPPORT (TYP)

GUIDE SHOE (TYP)

ROLLER (TYP)

// 1/32 A

A

1/16\ \

VULCANIZED.

J-BULB CORNERS MUST BE MOLDED CORNERS AND ALL SPLICES MUST BE 2.

SUPPORTS.

LINE BORE ROLLER PIN HOLES THROUGH END PLATE AND VERTICAL PIN 1.

GENERAL SHEET NOTES

SHEET KEYNOTES

ROLLER PIN HOLES COLINEAR TO WITHIN 0.020".1.

S-201

REF

S-201

REF

S-201

REF

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

0 1' 2'6" OF A SURFACE)

PLANAR DATUM IDENTIFICATION SYMBOL (THE EDGE VIEW

FEATURE CONTROL FRAME

LEGEND

// 1/32 A

A

1/16\ \

S-501

A13

M-501

A15

S-501

A5

/2

/2 "5 3/4 "

11 1/2 "

1 1/16 "

R

/2

R

1 3/4 "

1/32 " (TYP)

/2

/2

2 1/4 "

1/2 " 1/2 "

/2

/2

1/2 " 2 1/2 " 1"

/2

/2

1 1/2 "

/2

/2

/1

/2

/2

1/2 "

/2

3/8 " (TYP)

1/

R

1 1/4 "

R

/4

/4

1 1 /4 "

R

1 1/4 "

R

1/

R

1 1/4 "

R

5 7/8 "

1 7/8 " 3" 1"

1/2 " 1/2 "

" 1

/4

/4

1 1 /32

R

1 1 /4

R

1 1/4 "

R

5"

/8

1/4 "

R 7/ 8 "

R

1/4 "

1 1/4 " (TYP)

R

/2

/1

/8

1/4 "

1/4 "

3 5/8 "

3 1/2 "

/8

/8

3/8 "

1 3/4" (TYP)

1 3/4"

/4

/4

5 1/2 "

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

1 11/16 "

3/16 "

C O

M P

R E

S S

IO

N

S E

A L

P R

E

/1

/2

/2

A N

S I

D

F

IN

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E R

G E

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Y C

L O

S U

R E

F

IS

H P

U M

P P

E N

S T

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K

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IV

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A S

H

IN

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D I

D A

H O

L

IT

T L

E G

O O

S E

L O

C K

A N

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A M

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E F

Q

S E

P T

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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

D A

N

IE

L L

E A

F

IC

H

E R

A P

N S

T O

C K

B U

L K

H E

A D

D E

T A

IL

S

S-501

M

G O

N Z

A L

E Z

B M

A S

P -1

-5

/3

O M

E L

A

P

D

A E

C p d f.

p lt c fg

:4

:4

A

M

/7 /2

L G

\L

G S

-5 X

X X

.d g n

A5

SCALE: 6"=1'-0"

DETAIL: VERTICAL CUT SHORT SIDE

A13

SCALE: 6"=1'-0"

DETAIL: VERTICAL PIN SUPORT CONNECTION

G13

SCALE: 6"=1'-0"

DETAIL: TYPICAL LIFTING EYE

A1

SCALE: 6"=1'-0"

TYPICAL GUIDE SHOE - FRONT

DETAIL:

F1

SCALE: 6"=1'-0"

TYPICAL GUIDE SHOE - SIDE

DETAIL:

L1

SCALE: 6"=1'-0"

TYPICAL GUIDE SHOE - TOP

DETAIL:

M13

SCALE: 6"=1'-0"

DETAIL: TYPICAL KEEPER PLATE

M17

SCALE: 6"=1'-0"

DETAIL: TYPICAL J-BULB SEAL

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

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C

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S

IG

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D B

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C O

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S O

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IC

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A

T

IO

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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

FRONTSIDE

(TYP)

1/4

STEEL PLATE

STEEL PLATE

STEEL PLATE

UHMW

STEEL PLATE

STEEL PLATE

UHMW

(TYP)

5/16

J-BULB SEAL

SEAL OFFSET PLATE

SKIN PLATE (FCM)

END PLATE

1" X 6" FLANGE

WEB

SUPPORT

VERTICAL PIN

KEEPER SEAL PLATE

LIFTING EYE (FCM)

(TYP)

5/16

(TYP)

5/16

(TYP)

5/16

ROLLER

1" X 6" FLANGE

END PLATE

(TYP)

5/16

(TYP)

5/16

SUPPORT

VERTICAL PIN

SKIN PLATE (FCM)

WEB

ROLLER

END PLATE

WEB

SUPPORT

VERTICAL PIN

SKIN PLATE (FCM)

KEEPER SEAL PLATE

SEAL OFFSET PLATE

J-BULB SEAL

BOTTOM J-BULB SEAL

UHMW FEET

(TYP)

5/16

ROLLER

SKIN PLATE

FLANGE

VERTICAL PIN SUPPORT

1/8" FILLET TEFLON CLAD SEAL

LOCKING NUTS

WASHERS AND

3/8" SS BOLTS WITH

STEEL)

(PAINTED STRUCTURAL

AXLE KEEPER PLATE

CBORE, 1/2" DP (TYP)

SS CAP SCREW, 1 1/8" DIA

THRU HOLE TO SUIT 1/2"

1" X 6" FLANGE

(TYP)

5/16

CUT

L 3 1/2" X 2 1/2" X 3/8", SHEET KEYNOTES

SCREW HEADS ARE 1/8" BELOW FLUSH.

COUNTER SINK FASTENERS INTO BOTTOM UHMW SHEET SUCH THAT THE 2.

INTERFERE WITH SEAL BOLTS.

AT ATTACH UHMW FEET. LOCATE FEET SO THAT FASTENERS DO NOT

DRILL HOLES FOR 3/8" BUTTON HEAD SCREWS IN THE BULKHEAD BASE PLATE 1.

S-201

REF

S-301

REF

S-301

REF

S-201

REF

S-201

REF

3"0 6"1-1/2"

3"0 6"1-1/2"

3"0 6"1-1/2" 3"0 6"1-1/2" 3"0 6"1-1/2"

3"0 6"1-1/2"

3"0 6"1-1/2"3"0 6"1-1/2"

L1

M17

M13

3/8 "

/2 "1

/1

2"

11"

3/

/2

R

1'-0"

5/16 "

3/4 "

/4

1 1/2 "

5/16 "1 3/16 "

1/2"-20 UNF TAPPED HOLE

PLATE HEX KEY DIMENSIONS

HEX SOCKET TO SUIT KEEPER

1/6" CHAMFER

/1

/8

1/4 "

1/4 "

ACCORDING TO ASME B18.2.2

HEX KEY DIMENSIONS

1/2" CSK CAP SCREW

THRU HOLE TO SUIT

CHAMFER

1/16"

3/16 "

SELF-LUBRICATED MATERIAL

FABRIC REINFORCED POLYMER

FAILURE CRITICAL BEARING

SELF-LUBRICATED MATERIAL

FABRIC REINFORCED POLYMER

FAILURE CRITICAL BEARING

1/

/1

/6

2 3/8 "

1 5/8 "

/3

4"

1/

3 7/8 "

/1

/3

/6

/3

1/8 "

A N

S I

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F

IN

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G E

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L O

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F

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H P

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H

IN

G T

O N

A N

D I

D A

H O

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T L

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L A

W

A S

H

IN

G T

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L L

A W

A L

L A

D

IS

T R

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V

IN

M

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N S

H A

W

P .E

R O

L L

E R

A S

S E

M B

L Y

P E

N S

T O

C K

B U

L K

H E

A D

D E

T A

IL

S

M-501

M

G O

N Z

A L

E Z

D K

L O

E W

P -1

-3

B A

L L

P

D

A E

C p d f.

p lt c fg

:4

:5

A

M

/7 /2

L G

\L

G

M -5

X X

X .d g n

A15

SCALE: 6"=1'-0"

DETAIL: ROLLER ASSEMBLY

A7

SCALE: 6"=1'-0"

DETAIL: ROLLER

DETAIL: KEEPER PLATE

SCALE: 1"=1"

F15

DETAIL: BUSHING

F9

DETAIL: WASHER

F3

L5

DETAIL: PIN

DETAIL: KEEPER PLATE WASHER

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

B

C

D

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F

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B Y

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N B

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D E

S

IG

N E

D B

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C O

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R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

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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

(DETAIL F15/M-501)

KEEPER PLATE

SCREW (ASME 304L SS)

SOCKET FLAT HEAD

1/2"-20 UNF X 1 1/4" HEX

WASHER (DETAIL F3/M-501)

PIN (DETAIL L5/M-501)

BUSHING (DETAIL F9/M-501)

(DETAIL A7/M-501)

ROLLER

1/16" CHAMFER

SIDEFRONT

1/16" CHAMFER

KEEPER PLATE WASHER (DETAIL A1/M-501)

FRONT SIDESIDESIDE

SIDE

FRONTFRONT

FRONT

SIDEFRONT

3"0 6"1-1/2"3"0 6"1-1/2"

3"0 6"1-1/2"

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

THE BUSHING, SHAFT, AND ROLLER ID.

BUSHING MANUFACTURER TO DETERMINE THE FITS AND TOLERANCES OF 1.

GENERAL SHEET NOTES

S-301

REF

� CENTER LINE

SURFACE FINISH IN MICRO INCHES

LEGEND

NOTE: MATERIAL - SS, ASTM A564 TYPE 630 H900

NOTE: MATERIAL - FCB FRP

NOTE: MATERIAL - SS, ASTM A564 TYPE 630 H900

NOTE: MATERIAL - SS, ASTM A564 TYPE 630 H900

NOTE: MATERIAL - FCB FRP

NOTE: MATERIAL - FCB FRP

/4

/2

5 1/2 "

/2

/8

R

/1

R

1 1/16 "

R

2 1/2 " R

2 1/2 "R

1/

R

1 3/4 "

2 1/4 "

1/4 " 1/4 "

2 1/4 "

2 1/2 " INSIDE LINK

/4

/4

/4

/4

5 1/4 "

I

N S

ID

E

L

IN

K

2 5/8 "

/8

T Y

P

R

1 5/ 16 "

(TYP)

R

1/

R

3/4

R

1 1

2 2

A N

S I

D

F

IN

A L

E M

E R

G E

N C

Y C

L O

S U

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F

IS

H P

U M

P P

E N

S T

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

L

IT

T L

E G

O O

S E

L O

C K

A N

D D

A M

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E F

Q

S E

P T

E M

B E

R

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

K E

V

IN

M

R E

N S

H A

W

P .E

R

IG

G

IN

G

P E

N S

T O

C K

B U

L K

H E

A D

D E

T A

IL

S

M-502

M

G O

N Z

A L

E Z

D K

L O

E W

P -1

-3

/4

B A

L L

P

D

A E

C p d f.

p lt c fg

:4

:0

A

M

/7 /2

L G

\L

G

M -5

X X

X .d g n

DETAIL: RIGGING ASSEMBLY

A15

A7

SCALE: 3"=1'-0"

DETAIL: TRIANGULAR LINK

G7

SCALE: 3"=1'-0"

DETAIL: BAR LINK

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

FRONT

FRONTSIDE

SIDE

(BOTH SIDES)

1/2" CHAMFER

ASTM 304L SS

LINK REWELDED,

1" DIAMETER OBLONG

SHEET KEYNOTES

1 1/4" OPEN SPELTER SOCKET, ASTM 304 SS6.

1 1/4" WIRE ROPE, ASTM 304 SS5.

BAR LINK, ASTM 304L SS, SEE DETAIL G74.

TRIANGULAR LINK, ASTM 204L SS, SEE DETAIL A73.

1" DIAMETER WIRE ROPE, ASTM 304 SS2.

1" OPEN SPELTER SOCKET, ASTM 304 SS1.

6"0 3" 1'

6"0 3" 1' 0 1' 2'6"

S I

D

F

IN

A L

E M

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G E

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L O

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U M

P P

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IV

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R O

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H

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O N

A N

D I

D A

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T L

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C K

A N

D D

A M

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E F

Q

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P T

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B E

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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

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L L

A W

A L

L A

D

IS

T R

E N

A N

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E R

S E

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C T

IO

N

T H

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P U

M P

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IO

N B

A Y

P O

W E

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B E

D D

E D

P

IP

IN

R-001

P -1

-3 -8

/1

P

D

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C p d f.

p lt c fg

:4

:1

A

M

/7 /2

L G

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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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B M

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IG

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D B

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C O

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S

U E

D A

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S I Z

E

M A

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D E

S C

R

IP

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N D

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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

S I

D

F

IN

A L

E M

E R

G E

N C

Y C

L O

S U

R E

F

IS

H P

U M

P P

E N

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K

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A K

E R

IV

E

R O

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G O

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A S

H

IN

G T

O N

A N

D I

D A

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IT

T L

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O O

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L O

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A N

D D

A M

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E F

Q

S E

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B E

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L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

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D A

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W A

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A W

A L

L A

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T R

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R-002

P -1

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P

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C p d f.

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:3

A

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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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F

G

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U .S

A

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