07_BAR New Spillway Bulkhead Section - RTA Dwgs.pdf

Plans For

Barkley Dam

Spillway Bulkhead Replacement

Cumberland River Watershed

Barkley Reservoir Project

Grand Rivers, Kentucky

W912P5-17-X-XXXX

June, 2022

60%

(2.) The approval signatures appearing in the signature block on this sheet constitute approval of all drawings listed in the sheet index.

designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

(1.) This project was designed by the Nashville District of the U.S. Army Corps of Engineers. The initials or signatures and registration

Note:

Approved:

Chief, Civil Design Branch

Chief, Engineering Construction Division

Benjamin L. Rohrbach, P.E.

Phillip Evans, P.E.

Submitted:

Approval Recommended:

Project Engineer

Zachary D. Thompson, P.E.

Approved:

Lt. Colonel, Joseph M. Sahl, P.E.

Lt. Colonel, C.E. District Engineer

US Army Corps of Engineers

Nashville District

W912P5-22-Q-0036

CERTIFIED FINAL DOCUMENTS - RTA

US Army Corps of Engineers ®

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

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LRN

W912P522Q0036

N/A

2022/06/06

N/A

BARKLEY LOCK AND DAM

NEW SPILLWAY BULKHEAD SECTION

PROJECT NUMBER: 111253

BLDG_

FINAL DOCUMENTS - RTA

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

ALUM ALUMINUM

AR AS REQUIRED

ARCH ARCHITECT

ASSY ASSEMBLY

B ---------------------

B/ BOTTOM OF

BFF BELOW FINISH FLOOR

BLT IN BUILT-IN

BOS BOTTOM OF STEEL

BOT BOTTOM

BRKT BRACKET

BTWN BETWEEN

C ---------------------

CD CONSTRUCTION DOCUMENTS

CFMF COLD-FORMED METAL FRAMING

CJ CONTROL JOINT

CL CENTER LINE

CLL COLUMN LINE

COL COLUMN

COMM COMMUNICATION

CONF CONFERENCE

CONT CONTINUE

COORDCOORDINATE

D ---------------------

D DEPTH

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

E ---------------------

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

EQ EQUAL

EXT EXTERIOR

F ---------------------

FCM FRACTURE CRITICAL MEMBER

FDTN FOUNDATION

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FGL FIBERGLASS

FIN GR FINISH GRADE

FOC FACE OF CONCRETE

FRMG FRAMING

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

G ---------------------

GALV GALVANIZED

GR FL GROUND FLOOR

H ---------------------

HDPE HIGH DENSITY POLYETHYLENE

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

L ---------------------

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIN LINEAR

LOC LOCATION

M ---------------------

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MID MIDDLE

MIN MINIMUM, MINUTE

MOD MODIFY

MTL METAL

N ---------------------

N NORTH

NA NOT APPLICABLE

NO NUMBER

NOM NOMINAL

O -------------------

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

ORIG ORIGINAL

P --------------------

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERIM PERIMETER

PL PLATE

PR PAIR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

DRAWING ABBREVIATIONS

Q --------------------

QTY QUANTITY

R --------------------

RBR RUBBER

RC REINFORCED CONCRETE

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQD REQUIRED

RO ROUGH OPENING

S --------------------

SCHED SCHEDULE

SF SQUARE FOOT (FEET)

SGL SINGLE

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

ST STAIRS

STL STEEL

STD STANDARD

STOR STORAGE

STR STRUCTURE

T --------------------

T/ TOP OF

T&B TOP AND BOTTOM

TEMP TEMPORARY

TFF TOP OF FINISH FLOOR

THK THICKNESS

TN TRUE NORTH

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TYP TYPICAL

U --------------------

UNO UNLESS NOTED OTHERWISE

V --------------------

VERT VERTICAL

INDEX OF DRAWINGS

S-101 ELEVATIONS OF BULKHEAD SECTION

S-102 BOTTOM GIRDER PLAN

S-103 TOP GIRDER PLAN

S-104 MISC DETAILS

S-105 DOGGING DEVICE DETAILS

M-101 ROLLER DRAWINGS AND DETAILS

CERTIFIED

S-103

3:1 SLOPE, TYP.

BETWEEN

GIRDERS, TYP.

S-103

TOP GIRDER

MIDDLE GIRDER

BOTTOM GIRDER

FCM

FCM

FCM

34567

8' - 0"9' - 0"24' - 0"9' - 0"8' - 0"

UPSTREAM , TYP.

(RIB NOT SHOWN FOR CLARITY)

WT7X37

WT4X10.5

LIFTING HOOK LIFTING HOOK

D

IM

B

FCM INCLUDES WEB AND FLANGES

OF ALL GIRDER CROSS SECTIONS

FOR ENTIRE STR LENGTH

S-103

S-103

/2

/2

TOP GIRDER CENTERLINE

MIDDLE GIRDER CENTERLINE

BOTTOM GIRDER CENTERLINE

UPSTREAM RIB AND

STIFFENER CENTERLINES,

TYP.

C E

N T

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L

IN

E O

F W x E

N D

M

E M

B E

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UPSTREAM SKIN

PLATE = 3/8" THICK

TOP CONT. C4

UPSTREAM WT4

ABOVE TOP

GIRDER TYP.

3 4 5 6 7

C E

N T

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L

IN

E O

F W x E

N D

M

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B E

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58' - 0"

58' - 0" (DIM. A, SEE CONTROL SCHED.)

58' - 6 19/32" (DIM. C)

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3/8" = 1'-0"1

DOWNSTREAM ELEVATION

3/8" = 1'-0"2

UPSTREAM ELEVATON

GENERAL NOTES - ALL SHEETS:

1. CONTRACT DOCUMENTS INCLUDE DRAWINGS AND

SPECIFICATIONS CREATED BY THE GOVERNMENT, BUT DO NOT

INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL

PREPARED AND SUBMITTED BY THE CONTRACTOR.

2. REFERENCE TO STANDARD SPECIFICATIONS OF ANY

TECHNICAL SOCIETY, ORGANIZATION, OR TO AN EM OR ETL

AUTHORIZED BY USACE SHALL MEAN THE LATEST STANDARD

OR SPECIFICATION ADOPTED AT THE DATE OF TAKING BIDS,

UNLESS EXPLICITLY STATED OTHERWISE.

3. IN THE EVENT ON-SITE ERECTION IS REQUIRED,

CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS,

METHODS, SAFETY, TECHNIQUES, SEQUENCES, AND

PROCEDURES OF CONSTRUCTION. CONTRACTOR HAS SOLE

RESPONSIBILITY TO COMPLY WITH EM 385-1-1 AND ALL OSHA

REGULATIONS.

4. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND

STABLE ONLY AFTER THE WORK CONTAINED IN THE DRAWINGS

IS COMPLETED. DETERMINE ERECTION PROCEDURES AND

SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE AND

ITS COMPONENTS DURING CONSTRUCTION. THIS INCLUDES

THE ADDITION OF NECESSARY SHORING, SHEETING,

TEMPORARY BRACING, GUYS, OR TIEDOWNS. SUCH MATERIAL

SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER

COMPLETION OF THE PROJECT.

5. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE

STRUCTURAL ELEMENTS AND CONNECTIONS SHOWN IN THE

CONTRACT DOCUMENTS. SEE SPECIFICATION 05 59 20 AND

REFERENCED MATERIAL THEREIN FOR FULL REQUIREMENTS.

6. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED

ACCORDING TO PROJECT SPECIFICATION SECTION 05 59 20

"FABRICATION OF HYDRAULIC STEEL STRUCTURES". EM

385-1-1, AISC 303, AWS D1.5, AND RCSC A348 FORM PARTS OF

THIS SPECIFICATION AND SHALL BE REFERENCED AS

APPROPRIATE.

7. STRUCTURAL STEEL SHALL BE OF THE FOLLOWING GRADE

UNLESS NOTED OTHERWISE ON THE DRAWINGS:

7.1 ALL STEEL MATERIAL (PLATES, WT, C-SHAPES, ETC.)

MUST CONFORM TO ASTM A709, GRADE 50ksi. FCM WILL

BE ZONE F2 AND NON-FCM ZONE T2.

8. ALL BOLTS SHALL BE ASTM F3125 GRADE A325. DIAMETERS

ARE SPECIFIED IN THE DRAWINGS WHERE REQUIRED. ALL

BOLTS UTILIZED IN CONNECTIONS SHALL BE TIGHTENED TO

PRETENSION REQUIREMENTS OF PROJECT SPECIFICATION

05 59 20 AND RCSC "SPECIFICATION FOR STRUCTURAL JOINTS

USING HIGH-STRENGTH BOLTS". BOLTS USED WITH RUBBER

SEALS NEED ONLY BE TURNED TO SNUG-TIGHT.

9. WHERE COMPLETE JOINT PENETRATION (CJP) WELDS ARE

REQUIRED, SELECT A PREQUALIFIED JOINT TYPE LISTED IN AWS

D1.5 OR FOLLOW THE PREQUALIFICATION PROCEDURES OF

SPECIFICATIONS SECTION 05 59 20. REINFORCE GROOVE

WELDS AT CORNER AND T-JOINTS WITH THE MIN. SIZE FILLET

PERMITTED BY AWS D1.5

10. SEAL WELDS ARE REQUIRED ON THIS STRUCTURE. REFER

TO THE SPECIFICATIONS FOR SEAL WELD DEFINITION AND

ADDITIONAL INFORMATION. AS PART OF THE SEAL WELDS,

FULLY WRAP ALL FILLET WELDS AROUND THE ENDS OF

PLATES AS SHOWN IN DETAIL A1/S-101. SUFFICIENTLY SIZE

WELD ACCESS HOLES TO PERMIT WELD WRAPPING TO

PREVENT WELD INTERSECTIONS UTILIZING THE SAME WELD

PROCESS AND FILLET SIZE.

11. ALL WELDS THAT ARE TO BE GROUND SHALL HAVE A

FINISHED SURFACE EQUAL TO OR SMOOTHER THAN THE MILL

FINISH OF THE MATERIAL BEING WELDED, UNLESS NOTED

OTHERWISE.

12. REFER TO THE PROJECT DESIGN DOCUMENTATION

REPORT FOR DESIGN CRITERIA.

13. BULKHEAD SECTION SHALL BE PROTECTED FROM

WEATHER AND MOISTURE BY PROTECTIVE PAINTING, IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

S-101

S-103

4' - 10" TYP.3

S-103

S-101

UPSTREAM PL6"x3/8", TYP.

DOWNSTREAM

INTERCOSTAL TYP.

S-104

3 4 8' - 0" 9' - 0"

5 6 7 24' - 0" 9' - 0" 8' - 0"

(D

IM

F

3/8

3/8 FLANGES TO

WEBS TYP.

ALL GIRDERS4' - 10"

1/2" PLATE -

SEE 3/S-103

1/2" PLATE -

SEE 3/S-103

2" DIA. DRAIN HOLE,

TYP. ALL GIRDERS

4"

CJP - SEE

NOTE 1

TAPERED END

UPSTREAM FLANGE

CL REACTION

ROLLERS

5/16

5/16

TYP. UNO

EXTEND WEB TO B/ FLANGE

OVER THIS LENGTH. SLOT

FLANGE TO RECIEVE WEB.

1"x12" PLATE (TRIM

AS REQD FOR COVER)

3/4"x12 1/2" PLATE -

SEE 2/S-104

3/8"x5" CONT.

PLATE

PROJECTION LINE FOR B/FLANGE

SKIN PLATE

1' - 6"

TAPERED

END WEB

R = 1 1/2"

8"

/2 " 6

/2

/8

3/8

3/8

CJP

3/8 8

3/8 8

CJP PLS TO

W18 FLANGE

1/4

1/4

1 1/2"

60DEG SLOPE

WITH 1/2" RADIUS

MIN. CORNERS

REACTION ROLLER PIN COVER

1 1/2" RADIUS HOLE

ACCESS HOLE - SEE

3/S-102 GEN. REQS.• L = LENGTH = 1 1/2"

• H = HEIGHT = 1"

• R = 3/8" MIN.

• PROVIDE SEAL WELD AT WEB EDGE PER SEAL

WELDING DETAIL.

"L"

"L"

"H

"H ""R"

"R"

SEAL WELD

SEAL WELD

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3/8" = 1'-0"1

BOTTOM GIRDER PLAN

CENTER SECTIONS:

54" DEEP W/ 5/8" WEB

16"x1 1/8" FLANGES

TRANSITION SECTIONS:

54" DEEP W/ 5/8" WEB

12"x1 1/8" FLANGES

TRANSITION SECTIONS:

54" DEEP W/ 5/8" WEB

12"x1 1/8" FLANGES

TAPERED END:

12"x1 1/8" FLANGES

5/8" WEB THICKNESS

TAPERED END:

12"x1 1/8" FLANGES

5/8" WEB THICKNESS

Control Dimensions Schedule

Dimension Description Location Required Value Tolerance Field Recorded

Value

A End-to-End Centerline Length See Sheet S-101 58' - 0" 3/4"

B Overall Height See Sheet S-101 8' - 0" 1/8"

C Diagonal Dimension (skew limit) See Sheet S-101 58' - 6 19/32" 3/4"

D Center-to-Center of Lifting Hooks See Sheet S-103 48' - 4" 3/4"

E Inside of Skin to Hook Centerlines See Sheet S-103 1' - 9" 1/8"

F Typical Girder Depth See Sheet S-102 4' - 6" 1/8"

NOTES:

1. IF GIRDER SPLICES ARE REQUIRED BY FABRICATION, THEY WILL NOT BE

PERMITTED IN THE MIDDLE 1/3 OF THE THE SPAN. FURTHER, ANY PROPOSED

SPLICE LOCATIONS MUST BE SUBMITTED TO THE CONTRACTING OFFICER

FOR REVIEW AND ARE NOT CONSIDERED APPROVED UNTIL NOTIFIED.

SPLICES SHALL BE CONNECTED AS SHOWN HEREIN AND ACCESS HOLES

SHALL FOLLOW THE REQUIREMENTS OF 3/S-102.

S102

TYP. BOTH ENDS

ALL GIRDERS

(OPP. AT LINE 2)

1" = 1'-0"2

DETAIL AT GIRDER END

NTS3

TYP GIRDER ACCESS HOLE

S-101

S-103

S-103

S-103

Sim

S-101

WT4x10.5, TYP.

3/8" THICK

RIB, TYP.

CONT. C4x5.4

S-104

3 4 5 6 7

LIFTING LUG LIFTING LUG

48' - 4" (DIM. D)

2' - 5" TYP.

54" DEEP BUILT-UP

GIRDER

WT4x10.5

C4x5.4

PL 6"x3/8" - DETAIL

AROUND GIRDER

FLANGES AS REQUIRED.

3/8" SKIN PLATE

1/4

TYP. UNO

WT7x37 - STOP FLANGE

AT GIRDER FLANGES

3/8" RIB PLATE

SEE DET. 4/S-103

1/4

1/4TYP.

GIRDER TO

SKIN

1/4

TYP.

CJP

1' - 3"

1"(1/4)

PJP

1" TALL x 3"

LONG WELD

ACCESS HOLE

AT WT7 TYP.

1 1/2" RADIUS RELIEF

HOLES, TYP. UNO.

1/2" GAP FOR

PERIMETER WELD

1/4

TYP. T&B OF

SKIN

1/2" THICK

DIAPHRAGM PLATE

1/2" THICK

DIAPHRAGM PLATES

2 1/2" THICK LIFTING

LUG - SEE DETAIL 5/S-103

FOR MORE DIMS.

CONT. THRU TOP (2) GIRDERS.

C4x5.4

1"x4 1/2" STIFFENER B/S

3/8" SKIN PLATE

SEE DET. 4/S-103

CJP

5/16

5/16

3/8

3/8STIFF. TO

LUG AND

GIRDERS

WT4x10.5

/3

/1

8 1/2"

FCM

(ENTIRE LUG

AND DIAPHRAGM)

1/2" THICK

DIAPHRAGM PLATE

/2

1' - 9" (DIM. E)

1 1/2" RADIUS RELIEF

HOLES, TYP. UNO

1 1/8" RADIUS HOLE

25.61°

1/4

TYP. T&B OF

SKIN

1/2" GAP FOR WELD

1' - 6"

/2

9"

R = 3 1/2"

R = 1/2"

/4

R = 1 3/4"

1 1/2" STIFFENER B/S

1"x4 1/2" STIFFENER

TO MIDDLE GIRDER

6 3/8"

1' - 5 31/32"

4"x1/2" PLATE B/S

1 1/2" STIFFENER B/S

4"x1/2" PLATE B/S

OF LUG

2 1/2" LUG CONT. THRU

GIRDER WEB

1/2" DIAPHRAGM PLATE

ON SIDES OF LUG

1"

5" 5"

R = 3 1/2"

R = 2"

/2

1' - 3"

1" CONT. PLATE

1"x5" CONT. PLATE

3/8" CLAMP BAR W/ 5/8"

BOLTS @ 4 1/2" MAX.

(STD HOLES ALL PLS,

TURN TO SNUG-TIGHT)

1"x4" RUBBER SEAL

(EXTENDS 1/4" PAST STEEL)

3/8" RIB PLATE

1 1/4" TALL x 1"

CONT. BAR

(3/8)

PJP

(3/8)

PJP

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P L A

N

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K A

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D A

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D T

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N

P R

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C T

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3/8" = 1'-0"1

TOP GIRDER PLAN

3/4" = 1'-0"2

TYP VERTICAL SECTION

3/4" = 1'-0"3

SEC. AT LIFTING POINT

1 1/2" = 1'-0"5

HOOK DETAILS

1 1/2" = 1'-0"4

TYP. BOTTOM DETAIL

TYP. ATTACHMENT POINT

FOR UPSTREAM ROLLERS

(2 PER END, 4 TOTAL)

BOLTS: 1" DIA. CORROSION

RESISTANT (STD. HOLES)

GIRDER FLANGE

GIRDER WEB

3 1/2" 3 1/2"

/2

/2

3 1/2" 3 1/2"

3 1/2" 3 1/2"

/2

/2

1/4

TYP. SKIN

CONN.

5"x3/8" PLATE

BEHIND SEAL

CL OF GIRDER

AND REACTION

ROLLERS, TYP.

/2

/2

BULB SEAL

3/4"x12 1/2"x8'-0"

PLATE

5"

8 3/4"

3 1/2"x3/8" CLAMP BAR

1 1/2"

GIRDER FLANGE

BEYOND

SEAL EXTENDS 1/4"

PAST STEEL T&B

W18 WEB

BEYOND

4 1/4"

4 1/2"

4 1/4"

2 EQ. SPACE

5 EQ. SPACE

5 EQ. SPACE

C4x5.4 VERT. BELOW.

CONNECTS HORIZ. C4

TO GIRDER WEB; USE

CJP WELD.

L3x3x3/8 BELOW. CONNECTS

C4 TO GIRDER WEB; USE CJP

WELD.

5"x3/8" CONT. PLATE

8" END OF VERT.

3/4" PLATE

1" CAP PLATE T&B

PLAN VIEW A-A

1"x4" CONT.

RUBBER SEAL

3/8" CLAMP BAR

END OF VERT.

3/4" PLATE

SECTION B-B

8 3/4"

1" CONT. BOT. PLATES

FROM 1/S-103

1"x7" PLATE

/2

4 1/4"

4 1/2"

4 1/4"

4 1/4"

4 1/2"

4 1/4"

A A

B B

5/8" DIA. BOLTS TYP.

FOR SEAL. TIGHTEN

ONLY TO SNUG-TIGHT

5/8" DIA. BOLTS TYP.

FOR SEAL. TIGHTEN

ONLY TO SNUG-TIGHT

1' - 1 1/4"

1 1/4"

1"x7"

PL

5 5/8"

/2

/2

/2

/2

2 1/2" 2 1/2"

2 1/2" 2 1/2"

BORE HOLE -

SEE ROLLER FOR

DIA. REQUIREMENT

2' - 9 5/8"

/2

/2

ATTACHMENT POINT

FOR END ROLLERS

(2 PER END, 4 TOTAL)

BOLTS: 1" DIA. CORROSION

RESISTANT (STD. HOLES)

CL OF GIRDER

AND REACTION

ROLLERS, TYP.

6 1/2" 8 7/16"

1 1/8" THICK PLATE

ATTACHED TO BOTH

EDGES OF W18

BOTTOM FLANGE

CJP

TAPERED GIRDER

WEB BEYOND, TYP.

S-104

OPP.

SKIN PLATE

US Army Corps of Engineers ®

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1" = 1'-0"3

END UPSTREAM ELEV

1" = 1'-0"2

END DOWNSTREAM ELEV

1" = 1'-0"1

END ELEVATION

FOR DETAILS 1, 2, AND 3 ON

THIS SHEET, APPLY 1/4 FILLET

SEAL WELD FOR CONNECTED

STEEL COMPONENTS UNO.

1' - 8"

11" 9"

2" 2"

9" 9"

R = 9"R = 1' - 6"

R = 1"

R = 1"

R = 1/2"

TYP. UNO

/4

2 1/2"

1 1/4"

SLOT

1 1/16"

/2 "R = 1 1/2"

6 1/4"

3 1/8" 3 1/8"

1 1/4"

1 1/4"

1' - 6"

9" 9"

3/4"

/8

/1

/1

2"

9" DIA.

2 1/8"

2 1/8"1

/2

1 1/4"

1"

7 3/4"

DOG MEMBER IS A CARBON

STEEL CASTING.

USE ASTM A27 Gr. 65-35 CLASS 2

5" 5"5"

R = 5"

2" 2"

R = 1"

1" 6" 1" 5" 1" 6" 1"

1' - 9"

/2

/2

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

1' - 11"

6" 7" 10"

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

4 1/2"

1 1/8"

1"

3/16

TYP. AT

EDGES

/2

1"

3/8

3/8

3/16

3/16

TYP.

7"

1" 5" 1"

1/4

1/4

TYP. 1"

PLATES

(1/4)

(1/4)

TYP. 1"

PLATES

3/8

(3) 1 7/8" HOLES

FOR 1 3/4" EXIST.

ANCHOR BOLTS

(2) 15/16" HOLES

FOR 7/8" EXIST.

ANCHOR BOLTS

4"x1'-8" BEARING PLATE

5"x1'-9" SUPPORT PLATE

1" PL

1/2"x2"x6"

KEEPER PLATE

FOR DOG PIN

POSITION IN FIELD

VERIFY REQD OPENING

6" 6"

5 1/4"6 3/4"

PL 3/4"x4"x9 1/2" B/S

/4

2' - 4"

2" 2"

1/4

TYP.

/4

"1

/2

/2

O U

T

/4

/4

/8

/8

1 1/2"

1 1/2" R = 1 1/2"

BOTH SIDES

R = 1 1/2"

1 1/64" DIA.

HOLES

3 1/4"

5"2 1/2" 1 1/2" 1' - 4 1/2"

(2) 1/8"x2"x2 1/2"

CORROSION

RESTANT PLS

(3/8)

1/4

(3/8)

TYP.

1/4" PL BAR 1 1/4" DIA. x 5"

TAPERS TO 1" DIA.

OPPOSITE SIDE

PL SAYS "IN"

R = 1 3/4"

7/8" 7/8"6

/2

/2

U S

E

/2

/2

/2

/2

1/2" 2 3/8" 1/2"

R = 1 1/2"ø 1 1/16"

1 1/2" RADIUS

ROUNDED END

(3/8)

PJP COLLAR

TO PIPE

2 1/2" DIA. XX-STRONG PIPE

3" O.D. COLLAR FOR 1 1/2"

THREADED ROD

(2) 1/2"x6"x3" PLS

1/2"x3 3/8" SQUARE PL

1 1/2" THICK PL

(1/4)

(1/4)

(5/8)

1 1/2" DIA. THREADED

ROD T&B

PROVIDE 3/4" DIA.

BOLT W/ 1" O.D.

SLEEVE BETWEEN

PLS. 49/64" HOLE

8 5/8"

1/2"

9/16"

.9

M

IN

.9

17/32"

1/16"x1/16"

CHAMFER, TYP.

5" DIA.

R E

A M

T O

.0

CLASS 7 FIT

IN DOG

4 7/8" 3/16" WIDE x 3/32" DEEP

GREASE GROOVES

120.00°

1/4" DIA. DRILL

LEVER

LEVER BASE

PUSH ROD

DOG

DOGGING BASE

IN LIEU OF THE MATERIALS

SPECIFIED ON S-101, THE

FOLLOWING MAY BE USED

FOR DOGGING ASSEMBLY

COMPONENTS ONLY.

PIPE MATL - ASTM A53 Gr. B PLATES - ASTM A572 Gr. 50 THREADED ROD - ASTM F1554 Gr. 55

US Army Corps of Engineers ®

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

DOG

1" = 1'-0"3

DOGGING BASE

1 1/2" = 1'-0"4

LEVER AND LEVER BASE

1 1/2" = 1'-0"5

PUSH ROD

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

DOG PIN AND BUSHING

1" = 1'-0"

DOG ASSEMBLY

PIN COVER

QUANTITY: 6

ASTM A 276 UNS S41000

REACTION ROLLER BEARING

QUANTITY: 12

MANUFACTURER STD. (SEE NOTE 2)

THRUST COLLAR

QUANTITY: 6

ASTM A276 UNS S41000

REACTION ROLLER PIN

QUANTITY: 6

ASTM A276 UNS S41000

REACTION ROLLER

QUANTITY : 6

AISI 4130 BHN 320-360

FULL REACTION ROLLER ASSEMBLY

METAL STAMPING

GREASE RETAINERS

WATERTIGHT GASKET

UNDER PIN HEAD

7 - 1/2" CAP SCREWS W/

LOCK WASHERS. DRILL

PIN HEAD AND DRILL

AND TAP 1" P 3/4" DEEP

4 - 1/2" CAP SCREWS

W/ LOCK WASHERS

ACCESS HOLE FOR

GREASE FITTING

ø 1' - 3"

8 1/2"

3 15/16"

1 1/4"

1/4" 9 3/8" 2 1/4" 3/4"

1/4" CHAMFER

DRILL AND TAP PIN

FOR 3/8" DIA. GREASE

FITTING

1/4" DIA. DRILL

1/4" DIA. UNDERCUT

/6

/6

/2

3/4"

1/4"

R = 1/8"

/4

/6

/8

2 9/16"

1/2" PL

/8

/8

/2

SEE NOTE 2

R = 9' - 3/4"

INNER SCREW CIRCLEOUTER SCREW CIRCLE

ø 10 17/32"

SEE 1/S104 FOR THICKNESS

/6

FINISH ALL OVER UNLESS SPECIFIED DIFFERENTLY

FINISH ALL OVER UNLESS SPECIFIED DIFFERENTLY

FINISH ALL OVER UNLESS SPECIFIED DIFFERENTLY

FINISH ALL OVER UNLESS SPECIFIED DIFFERENTLY

/6

3/8" PL

1/4" 8 1/2" 1/4"

1 1/2" 6 1/2" 6 1/2" 1 1/2"

1' - 4"

/2

/2

R = 2 3/8"

/4

/4

/2

PL 3/8"x1/2"x3"

SECTION VIEW

THRU CENTER

UPSTREAM ROLLER BASE

R = 2 3/8"

/4

/2

/2

PL 3/8"x1/2"x3"

/8

2"

2 3/8" 2 3/8"

1" 1"

1 1/2" 6 1/2" 6 1/2" 1 1/2"

1' - 4"

/2

/2

SEE SHEET S-104

FOR BOLT REQS

SECTION VIEW

THRU CENTER

3/8

3/8

TYP.

3/8

3/16

3/16

TYP.

TYP.

TYP.

/8

3/8

END ROLLER BASE

3 3/8" 3 3/8"

SEE SHEET S-104

FOR BOLT REQS

/2

4 1/2"

4"

GUIDE ROLLER

AND SELF-LUBRICATING

BUSHING

7 3/4" 7 3/8"

3/8" CAP W/ 1/16"

45 DEG CHAMFER

AT OUTER EDGE

ø 2 1/2"

1.994" DIA. PIN

DRILL 3/8" DIA. HOLE FOR

5/16" DIA. COTTER PIN.

NOTE:

PRESS FIT BUSHING INTO

ROLLER. USE SELF-

LUBRICATING MANUFAC-

TURER'S RECOMMENDATION

FOR CLEARANCE BETWEEN

BUSHIG AND PIN. 2 1/2" O.D.

2" I.D.

SEE SPECIFICATION 05 50 15 FOR

REQUIRED MATERIALS AND

ADDITIONAL INFORMATION

TYP.

PROVIDE 3/16" WASHER

(4 1/2" O.D., 2 1/8" I.D.) W/

WITH COTTER PIN.

GUIDE ROLLER

SHAFT

US Army Corps of Engineers ®

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DETAIL 1 NOTES:

1. QUANTITIES ARE FOR ONE BULKHEAD SECTION.

2. REACTION ROLLER ASSEMBLY DIMENSIONS HAVE BEEN

DESIGNED AROUND SKF #C 4032 V TOROIDAL BEARING.

CONTRACTOR SHALL VERIFY DIMENSIONS AND UTILIZE

MANUFACTURER RECOMMENDED TOLERANCES. CONTRACTOR

SHALL BE RESPONSIBLE FOR PROVIDING UPDATED/ACCURATE

DIMENSIONS AND TOLERANCES IF DESIGN IS CHANGED.

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

REACTION ROLLERS

1" = 1'-0"2

GUIDE ROLLER BASES

1" = 1'-0"3

GUIDE ROLLERS