A.03.09 23R0014_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

CULVERT BULKHEAD FABRICATION

NAVIGATION LOCK

SNAKE RIVER, OREGON, WASHINGTON AND IDAHO

ICE HARBOR LOCK AND DAM

W912EF23R0014

JUNE 2023

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SITE MAP

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LOCATION MAP

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VICINITY MAP

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LOCATION

PROJECT

MAP

SEE LOCATION

SPOKANE

OREGON

CLEARWATER R.

EUGENE

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PENDLETON

VANCOUVER

PENDLETON

WALLA WALLA

PASCO

KENNEWICK

COLFAX

PULLMAN

RICHLAND

DAM

OREGON

WASHINGTON

HARBOR

ICE

CLARKSTON

LEWISTON

Washtucna

Riparia

GOOSE

DAM

LITTLE

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Elgin Wallowa

Athena

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Milton-Freewater

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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

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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 & CONST DIV.

DWAYNE WESTON, P.E.

WALLA WALLA DISTRICT

CHIEF OF MECHANICAL DESIGN SECTION

KEVIN RENSHAW, P.E.

SUBMITTED BY:

WALLA WALLA DISTRICT

CHIEF OF STRUCTURAL DESIGN SECTION

JULIO MORELOS, P.E.

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SCALE: 1"=40'

PLAN: BULKHEAD DELIVERY LOCATION

0 1/2" 1" 2"0

PLAN

NORTH

BULKHEAD DELVIERY LOCATION

GATE

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LIGHT POLE

FENCE

DELIVERY LOCATION BOUNDARY

LEGEND

NAVIGATION LOCK

G-001

REF

BOTTOM EDGES MUST BE PERPENDICULAR TO OUTSIDE EDGES OF BEARING BAR ±1/8".2.

BEARING BAR SURFACES MUST BE PARALLEL WITHIN 1/8" AND MUST NOT VARY FROM A STRAIGHT LINE BY MORE THAN 1/16".1.

NOTES:

SEE GENERAL STRUCTURAL NOTES #5.

WELD ACCESS

(TYP)

OF ALL WELDED PLATES

WRAP-WELD AROUND END

PLATES (TYP)

END OF ALL WELDED

WRAP-WELD AROUND

NEAR END

FAR END

(ITEM 6)

SURFACE

BEARING BAR (ITEM 7)

PARALLEL WITHIN 1/8"

MUST BE STRAIGHT AND

TOP AND BOTTOM EDGES

WITHIN 1/8" (ITEM 8)

BEARING BARS PARALLEL

OUTSIDE EDGES OF

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EDGES AND PARALLEL WITHIN 1/8".

OUTSIDE EDGES OF THE BEARING BARS MUST BE PERPINDICULAR TO TOP AND BOTTOM

1/8"8

TOP AND BOTTOM EDGES MUST BE STRAIGHT AND PARALLEL WITHIN 1/8".1/8"7

MADE WITH THE BULKHEAD HANGING FROM THE LIFTING EYES.

FROM A STRAIGHT LINE BY MORE THAN 1/16". THIS CONTROL MEASUREMENT MUST BE

BEARING SURFACES MUST BE PARALLEL WITHIN 1/8" OF AN INCH AND MUST NOT VARY

1/8"6

S-201

BOTTOM OF SKIN PLATE TO TOP OF SKIN PLATE

14' - 7"5

S-501

NEAR SIDE OF SKIN PLATE TO FAR SIDE OF BEARING BAR

2 5/8"4

S-401

OUTSIDE TO OUTSIDE OF GUIDE SHOES

13' - 11" +/- 1/8"3

S-401

NEAR FACE OF SKIN PLATE TO CENTER LINE OF LIFTING EYE

7 1/2"2

S-201

FACE OF BEARING BAR TO EDGE OF END PLATE

2' - 2 1/4"1

BULKHEADCONTROL DIMENSIONS

F4

SCALE: NTS

TOLERANCES

B4

SCALE: NTS

DETAIL: STANDARD WELD WRAP

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BEVELED. SPLICES SHALL BE VULCANIZED FACTORY SPLICES.

CORNER MOLDED SEAL AND THE STRAIGHT MOLDED SEAL. SEAL ENDS AT SPLICES SHALL BE STRAIGHT AND SQUARE, NOT

FOOT FROM CORNER TO JUNCTION WITH A STRAIGHT PIECE. THE ONLY SPLICES ALLOWED SHALL BE AT INTERSECTION OF THE

ALL RUBBER SEAL CORNERS FOR THE J-BULB SEALS SHALL BE MOLDED IN A SINGLE PIECE WITH A DISTANCE NOT LESS THAN 1 5.

ALL QUANTITIES INDICATED ON STRUCTURAL SHEETS ARE FOR 1 BULKHEAD. 2 BULKHEADS ARE REQUIRED.4.

MUST BE FABRICATED TO WITHIN 1/8 INCH OF STRAIGHT.

PERPENDICULAR MUST BE FABRICATED TO WITHIN 1/8 INCH OF PERPENDICULAR, AND ALL LINES SHOWN AS STRAIGHT

ALL LINES SHOWN AS PARALLEL MUST BE FABRICATED TO WITHIN 1/8 INCH OF PARALLEL, AND ALL LINES SHOWN AS 3.

STEEL VARIANCES, DIMENSION TOLERANCE STACKUPS, WARPAGE, ETC.

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

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

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

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

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

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

INACCURACIES, OMISSIONS AND PROBLEMS RELATED TO FABRICATION MUST BE IMMEDIATELY BROUGHT TO THE

COMPLETELY REVIEW THE DRAWINGS DURING PREPARATION OF THE SHOP DRAWINGS. ALL DEFICIENCIES, THE DRAWINGS SHOW THE BASIC DESIGN OF THE CULVERT BULKHEAD. THE FABRICATOR MUST CAREFULLY AND 1.

GENERAL NOTES

IF REQUIRED, SKIN PLATE SPLICE MUST BE IN THE HORIZONTAL DIRECTION USING CJP GROOVE WELD.17.

WELDS ON FRACTURE CRITICAL MEMBERS ARE FRACTURE CRITICAL WELDS.

ASSUME ALL WELDS ON FRACTURE CRITICAL MEMBERS ARE IN TENSION FOR PURPOSES OF NONDESTRUCTIVE TESTING. ALL 16.

MATCH DRILL HOLES AT ASSEMBLY FOR RUBBER SEALS.15.

HSS 5X4X1/2 DOGGING BEAM AND THE L3X2X1/2 SEAL ANGLE KEEPER BLOCKS NEED NOT MEET TOUGHNESS REQUIREMENTS.14.

ALL STEEL MUST BE ASTM A709 GRADE 50 ZONE II TOUGHNESS.13.

STAINLESS STEEL FASTENERS MUST BE ASTM F593 TYPE 304.12.

LIFTING EYES, BULKHEAD SKIN PLATE, END PLATES, AND GIRDER WEBS ARE FRACTURE CRITICAL MEMBERS.11.

THE ESTIMATED WEIGHT OF CULVERT BULKHEAD IS APPROXIMATELY 20,000 LBS.10.

UNLESS NOTED OTHERWISE.

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

ALL WELD SPATTER MUST BE REMOVED PRIOR TO PAINTING. PREPARE AND PAINT ALL PREPARED STEEL SECTIONS 9.

NOT CALLED OUT IN THE DRAWINGS.

ALL REQUIRED BOLTS, CAPSCREWS, WASHERS, ETC. MUST BE FURNISHED FOR A COMPLETE INSTALLATION EVEN IF 8.

GROUND TO A 1/8 INCH RADIUS UNLESS NOTED OTHERWISE.

ALL EDGES OF DRAIN HOLES WILL BE ALL EDGES WILL BE GROUND TO A 1/16 INCH RADIUS UNLESS NOTED OTHERWISE. 7.

FIELD WELDING WILL NOT BE PERMITTED UNLESS AUTHORIZED BY THE ENGINEER OF RECORD.6.

WELDED COMPONENTS TO ENSURE WATER TIGHTNESS PRIOR TO PAINTING.

PER AWS D1.5. MATCH ADJACENT WELD SIZES AT LOCATIONS THAT ARE TO BE WRAPPED. PROVIDE SEAL WELDS FOR ALL

WRAP ALL WELDS USING THE REQUIRED WELD SIZES SHOWN ON THE DRAWINGS OR THE REQUIRED REINFORCING WELD SIZE 5.

AND APPROVED WELDING PRECEDURE SPECIFICATIONS (WPS).

ALL PREHEAT AND INTERPASS TEMPERATURES WILL MEET THE REQUIREMENTS OF THE APPLICABLE WELDING CODE 4.

WELDS NOT INDICATED MUST BE COMPLETE JOINT PENETRATION (CJP) AND MUST BE GROUND FLUSH.3.

WELDING SHALL CONFORM TO AWS D1.5 AS NOTED IN THE SPECIFICATIONS FOR THE CULVERT BULKHEAD.2.

PROJECTS OF SIMILAR SCOPE.

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

CERTIFIED METAL HYDRAULIC FABRICATOR - ADVANCEDHYDA:

CERTIFIED BRIDGE FABRICATOR - ADVANCEDABR:

CERTIFIED BRIDGE FABRICATOR - INTERMEDIATEIBR:

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

STATIC WATER DESIGN HEAD = 152 FT.2.

MAXIMUM POOL ELEVATION = 446 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.3.1.

DESIGN REQUIREMENTS

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) DESIGN OF BELOW-THE-HOOK LIFTING DEVICES 2020.5.

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

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

BOTTOMBTM

FRACTURE CRITICAL MEMBERFCM

CENTER LINE�

TYPICALTYP

STAINLESS STEELSS

ABBREVIATIONS

RUBBER SEAL

STEEL

TYPICAL LEGEND

13'-11"± 1/8" (OUT TO OUT GUIDE SHOES)

/2

(C O

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7"

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7"

10 3/8 "

(CONTROL DIMENSION)

2'-2 1/4 "

2'-4 1/8 "

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SCALE: 1"=1'-0"

ELEVATION: TYPE 1 CULVERT BULKHEAD

A15

SCALE: 1"=1'-0"

ELEVATION: TYPICAL SIDE VIEW

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

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DOWNSTREAM ELEVATION UPSTREAM ELEVATION

(FCM)

LIFTING LUG

(IN DOGGED POSITION)

DOGGING DEVICE

GUIDE SHOE

SUPPORT PLATE

3/4" SPRING BAR

SUPPORT PLATE

3/4" SPRING BAR

BEARING BAR

BEARING BAR

(FCM)

3/4" END PLATE

GUIDE SHOE

SPRING BAR

BOTTOM SEAL

GUIDE SHOE

SIDE SEAL

GUIDE SHOE

(IN DOGGED POSITION)

DOGGING DEVICE

TOP SEAL

��SYMMETRICAL ABOUT

(FCM)

1" SKIN PLATE

(FCM)

1" SKIN PLATE

(FCM)

1" SKIN PLATE

PLATE (TYPICAL)

10" X 1" FLANGE

PLATE (TYPICAL)

10" X 1" FLANGE

PLATE (TYPICAL)

10" X 1" FLANGE

PLATE (TYPICAL)

10" X 1" FLANGE

SPRING BAR

PLATE

LATCH PIN

DEVICE

DOGGING

GUIDE SHOE

3" X 1 1/8" X 6"

SPRING BAR

BEARING BAR

(FCM)

25 1/2" x 3/4" END PLATE

GUIDE SHOE

3" X 1 1/8" X 6"

SPRING BAR

SEAL

PRESSURE

(1/4)

3/16

LATCH PIN PLATE

TO END PLATE

1/4

TYPICAL

NOTE: BOLTS EXCLUDED FOR CLARITY

TYPICAL FLANGE

TO END PLATE

CJP

S-501

A6

S-401

A1

S-401

A15

S-501

G6

S-501

H13

S-401

E1

S-401

E1

13'-8 3/4 "

/2

/8

/8

/8

4'-6" (TYPICAL)4'-6" (TYPICAL)

/8

(CONTROL DIMENSION)

13'-11" ± 1/8" (OUT TO OUT GUIDE SHOES)

3 5/8 "

/2

4 1/8 "

7"

7 1/2 "

1'-11 5/8 "

2'-4 1/8 "

3"13'-2" (CENTER TO CENTER OF SEALS)3"

COPE WEB (TYPICAL)

R 1 1/2 ", /4

4'-6" (TYPICAL)4'-6" (TYPICAL)

/4

B O

T T

O M

S E

A L

T O

T O

P S

E A

L

C O P E W

E B (T

Y P

IC

A L)

R 1 1/2 ", /2

7"

(C O

N T

R O

L D

IM

E

N S

IO

N

7"

2 1/2 "

A N

S I

D

F

IN

A L

C U

L V

E R

T B

U L

K H

E A

D F

A B

R

IC

A T

IO

N

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 R

J U

N E

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

T Y

P E

I

C U

L V

E R

T B

U L

K H

E A

D

P L

A N

A N

D S

E C

T

IO

N V

IE

W

S

S-401

G

IG

L

E S

IA

S

J.

L

O M

E L

A

-1 -5

/3

L

O R

V

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:4

:3

P

M

/2 /2

H L

\H

L S

-4 X

X X

.d g n

A1

SCALE: 1"=1'-0"

PLAN: CULVERT BULKHEAD

A15

ELEVATION: TYPICAL SIDE VIEW

SECTION: STEPPED HORIZONTAL CUT

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

(FCM)

PLATE (TYPICAL)

21 5/8" x 1/2" WEB

PLATE (TYPICAL)

10" X 1" FLANGE

(FCM)

3/4" END PLATE

(FCM)

1" SKIN PLATE

SEAL

(FCM)

LIFTING LUG

DEVICE

DOGGING

STIFFENER

DOGGING DEVICE

SPRING BAR

PRESSURE

�SYMMETRICAL ABOUT

(FCM)

1" SKIN PLATE

10" X 1" FLANGE PLATE

SPRING BAR

(FCM)

3/4" END PLATE

DOGGING DEVICE

1 1/2" X 3/4" BEARING BAR

SEAL

GUIDE SHOE

(FCM)

LIFTING LUG

(FCM)

3/4" END PLATE

SEAL 1 1/2" X 3/4" BEARING BAR

3"Ø DRAIN HOLE (TYPICAL)

P R

E S

S U

R E

P R

E S

S U

R E

SEAL

1 1/2" X 3/4" BEARING BAR

SHOE

GUIDE

SPRING BAR

SPRING BAR

(FCM)

LIFTING LUG

(FCM)

3/4" END PLATE

(FCM)

3/4" END PLATE

3"Ø DRAIN HOLE (TYPICAL)

��SYMMETRICAL ABOUT

3"Ø DRAIN HOLE (TYPICAL)

1 1/2" X 3/4" BEARING BAR

(FCM)

1" SKIN PLATE

LATCH PIN PLATE

LATCH PIN PLATE

SHEET S-501

SEE DETAIL G1 ON

LATCH PIN PLATE

5/16

1/4

TYPICAL WEB

TO END PLATE

1/4

TYPICAL WEB

TO SKIN PLATE

1/4

TYPICAL WEB

TO FLANGE

1/4

1/4

1/4

CJP, FLANGE

TO END PLATE

1/4

(CONTROL

DIMENSION)

R=1.5"

S-201

REF

S-201

REF

S-201

REF

NOTE: DOGGING BEAM IN DOGGED POSITION.

S-501

A13

BULKHEAD

CULVERT

BULKHEAD SLOT

9" 9"

DOGGING FRAME

1 1/4" SLINGS

DOGGING PLATE

(10 PER BULKHEAD)

1 1/8" SLINGS

24' EXTENSION

SHACKLE

1 1/8" ANCHOR

BULKHEAD

1 1/2" DOGGING PIPE

BULKHEAD

ROPE ATTACHED TO

DOGGING P AND WIRE

A N

S I

D

F

IN

A L

C U

L V

E R

T B

U L

K H

E A

D F

A B

R

IC

A T

IO

N

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 R

J U

N E

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

K E

V

IN

R E

N S

H A

W P

.E

S L

IN

G

A S

S E

M B

L Y

C U

L V

E R

T B

U L

K H

E A

D

E L

E V

A T

IO

N

V

IE

W S

M-201

N B

A K

K E

D K

L O

E W

-1 -3

/1

B A

L L

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:5

:4

P

M

/2 /2

H L

\H L

M -2

X X

X .d g n

ELEVATED: SLING ARRANGEMENT AND LOCATION

SCALE: NOT TO SCALE

A5

DOGGING BEAM DOGGING FRAME

A11

SCALE: NOT TO SCALE

ENLARGED: HOISTING SLINGS AND BULKHEAD IN OPERATION

M6

SCALE: NOT TO SCALE

PLAN: BULKHEAD INSTALLED IN SLOT (HOISTING SLINGS OMITTED)

M13

SCALE: 1" = 1'-0"

SECTION: DOGGING POCKETS

DOGGING PIPE

9"

(2 PER BULKHEAD)

LENGTH 7'-0" LENGTH

MONOLITH 30 AND 32

DOGGING PLATE

1 1/4" ANCHOR SHACKLE

CRANE HOOK

EL. 300.0

MONOLITH 30 AND 32

POCKET

DOGGING PIPE

SPREADER BAR

2 LEG SLING WITH

DECK EL. 448.0

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

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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

L

THE DOGGING PIPES CARRY NO LOAD OTHER THAN RIGGING GEAR.4.

JUST BELOW GRADE.

THE CRANE CAN BE DETACHED AND SLING ENDS ARE KEPT WITHIN REACH

THROUGH SLINGS ONCE THE BULKHEAD IS RESTING ON THE SILL SO THAT

ADDED TO REACH THE FULL DEPTH. DOGGING PIPES ARE INSERTED

AS A RESTING POINT FOR THE BULKHEAD WHILE ADDITIONAL SLINGS ARE

DOGGING BEAMS ARE USED WHEN LOWERING THE BULKHEAD INTO PLACE 3.

INSTALLATION.

SEE SECTION M13 FOR LOCATION OF DOGGING POCKETS AND DOGGING PIPE 2.

INDICATED.

USE STANDARD 24'-0" LONG SINGLE LEG SLINGS EXCEPT AS OTHERWISE 1.

GENERAL NOTES

0 1' 2'6" NEW ITEMS

EXISTING ITEMS

LINE STYLE LEGEND

A11

M13

M13

M6

M6

M-501

A10

M-501

E9

M-501

A1

/4

2"

2"

3"

/2

/2

4'-0"

2'-9 1/2 "

/2

EACH END

1" DIAMETER HOLE

AND CUTTING WEB

BEAM BY SNIPING FLANGES

TAPER ONE END OF DOGGING

A N

S I

D

F

IN

A L

C U

L V

E R

T B

U L

K H

E A

D F

A B

R

IC

A T

IO

N

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 R

J U

N E

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

K E

V

IN

R E

N S

H A

W P

.E

S L

IN

G

A S

S E

M B

L Y

C U

L V

E R

T B

U L

K H

E A

D

D E

T A

IL

V

IE

W

S

M-501

N B

A K

K E

D K

L O

E W

-1 -3

/2

B A

L L

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:5

:0

P

M

/2 /2

H L

\H L

M -5

X X

X .d g n

A10

SCALE: NOT TO SCALE

ENLARGED: CULVERT BULKHEAD 2-LEG SLING ASSEMBLY

K1

SCALE: NOT TO SCALE

PLAN: DOGGING FRAME WITH GRATING

H1

SCALE: NOT TO SCALE

SECTION: DOGGING FRAME WITH GRATING

4"

/2

/2

1'-7 1/2"12'-0"1'-7 1/2"

1'-1 3/8"13'-0 1/4"1'-1 3/8"

15'-3"

L 1 1/4" X 1 1/4" X 1/4" GRATING SUPPORT

L 1 1/4" X 1 1/4" X 1/4" GRATING SUPPORT

6 8.2 FRAME

1/4" STIFFNER P 'S @ 2'-0" SPACING

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

4" 4"6 8.2 FRAME

5"

1/2" 1/2"

4"

2"R

WITH GRATING

SCALE: NOT TO SCALE

H13

SECTION: DOGGING FRAME

1/2"

GRATING

1/4" P GRATING STOP

6"

1"1" 2 1/4"

A6

SCALE: NOT TO SCALE

SPREADER BEAM ASSEMBLY

DETAIL:

4 1/8"

2 5/8"

1 1/2"-8UNC Ø BOLT

1 3/8"-8UNC Ø BOLT

2 5/8" FILLER P

3/4" SLING P

3/4" SLING P

A1

DETAIL: DOGGING PIPE POCKETS

3/8 "

1 1/2 "

1" R

1/

R

E9

DETAIL:DOGGING PLATE

DETAIL: SLING PLATE AND FILLER PLATE

/8

/8

/2

/8

/8

3 1/2"

5"

2 1 /2

R

1 1/2" THICK P

CUTOUT

/4

1/

6" R

1 1/2" Ø BOLT

HOLE FOR

3/4" P

HOLE FOR 1 1/2" Ø BOLT

5"

2 5/8" P

6" R

R 1/8" TYP

SEE NOTE 8

W-19-4 (1X1-1/8") STEEL SERRATED GRATING.

SEE NOTE 8

6 EACH 2 FOOT SECTIONS FOR MAIN OPENING.

W-19-4 (1X1-1/8") STEEL SERRATED GRATING. USE

L13

SCALE: NOT TO SCALE

DOGGING BEAM

PLAN AND ELEVATION:

7 1/4 "2 3/16 "

C1

DETAIL: DOGGING PIPE

COTTER PIN

3/16" DIAMETER

COTTER PIN

3/16" DIAMETER

REWELDED, AISI 304L SS

1" DIAMETER LINK,

GREATER

45 DEGRESS OF 42000 LBS OR

1-1/4" DIAMETER 12-9-2 SLING, WLL @

AT CENTER AND AT EACH END

DRILL 3/8" Ø WEEP HOLES TOP & BOTTOM

ASTM A500, GRAD B SQUARE TUBING

4X4 - 21.63

EACH END

1 5/16" HOLE

END FOR HANDLING

1 1/2" HOLE AT EACH

1/4" STIFFENER, P 'S- SPACE @ 2'-0" EACH SIDE

FLANGE ONLY

NOTCH BOTTOM

ALIGNING STOPS

DOGGING BEAM

ALIGNING STOPS

DOGGING BEAM

OF RIGGING SHACKLE

ALLOW INSTALLATION

GRATING TO

MODIFY NEW

2" R

2" R

4"

SCH 40, STD STEEL PIPE

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

5 I 10

PLAN:

ELEVATION:

3/16

TYP.

G

L

3/16

L

1/4

3/16

TYP.

3/16

TYP.

L

1/4

1/4

3/16

F

IL

LE

R

PL

13'-0 1/4" CENTER TO CENTER

L

L

L

3/16

3/16

3/16

L

L

L

END.

ATTACH USING STEEL SADDLE CLIPS. 2 REQUIRED PER PANEL, 1 ON EACH

MANUFACTURE ALL GRATING IN ACCORDANCE WITH NAAMM MBG 531-17. 8.

AND BOLTS SHALL BE GALVANIZED.

THAT IS USED. NUTS SHALL CONFORM TO ASTM A563 AND SAE J995. NUTS

GRADED BOLTS SHALL BE GRADE 8. NUTS SHALL MATCH THE GRADE OF BOLT

BOLTS SHALL BE ASTM A490, ASTM A325, SAE J429, AND ASME B18.2.1. SAE 7.

SPECIFICATION SECTION.

WELD IN ACCORDANCE WITH THE MISCELLANEOUS METAL FABRICATION 6.

A123 OR A153, AFTER COMPLETION OF FABRICATION.

OF A THICKNESS AND QUALITY COMFORMING TO ASTM SPECIFICATIONS

ALL FERROUS SURFACES SHALL BE GALVANIZED IN A MANNER AND 5.

INTO ENDS OF SLINGS.

BE NECESSARY TO INSERT THEM BEFORE THIMBLES ARE SPLICED

IF WIRE ROPE ACHOR SHACKLES WILL NOT SLIP THRU THIMBLES IT WILL4.

STEEL.

OF FEDERAL SPECIFICATION RR-W-410H, TYPE I, CLASS 2, AISI 304 STAINLESS

WIRE ROPE SHALL CONFORM TO THE APPLICABLE REQUIREMENTS3.

ALL STRUCTURAL METAL ON THIS SHEET TO BE ASTM-A7 OR A-36.2.

SHACKLES ARE 120-1 1/8" WIRE ROPE, SCREW PIN, ANCHOR TYPE.1.

GENERAL NOTES

M-201

REF

G

M-201

REF

M-201

REF

3/16

NOTE: 2 REQUIRED PER BULKHEAD (4 REQUIRED TOTAL)

NOTE: 12 REQUIRED PER BULKHEAD (24 REQUIRED TOTAL)NOTE: 4 SLING PLATES AND 2 FILLER PLATES REQUIRED

NEW ITEM

EXISTING ITEM

LINE STYLE LEGEND

NOTE: 2 DOGGING BEAMS REQUIRED (TOTAL)

H1

H1

H13

H13

E1

A6

A6