Attachment_2_-_Contract_Drawings.pdf

PDF 9 MB Posted Jun 6, 2018

Attached to: Fabrication of Vertical Lift Gates, Montgomery Locks and Dam
Solicitation number: W911WN18B8002
Issued by: Department of the Army Corps of Engineers Engineering District Pittsburgh

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Attachment 2 - Contract Drawings

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File	Type	Posted
BidResults.doc	DOC document	Jul 10, 2018
Bid_Opening_Contractor_Attendance.DOC	DOC document	Jul 10, 2018
W911WN18B8002_0002.pdf	PDF	Jul 3, 2018
W911WN18B8002_0001.pdf	PDF	Jun 20, 2018
Attachment_3_-_Reference_Drawings.pdf	PDF	Jun 6, 2018
Attachment_1_-_Specifications.pdf	PDF	Jun 6, 2018
W911WN18B8002.pdf	PDF	Jun 6, 2018

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Q U

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

SUBMITTED BY:

SECTION CHIEF

APPROVAL RECOMMENDED BY:

BRANCH CHIEF

APPROVED BY:

CONSTRUCTION DIVISION

CHIEF, ENGINEERING AND

DATE

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS

THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION

U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE

Pittsburgh District

/s/ STEPHEN R. STOLTZ, P.E.

CERTIFIED FINAL DOCUMENTS

OHIO RIVER BASIN

MONTGOMERY LOCKS AND DAM

BEAVER COUNTY, PENNSYLVANIA

FABRICATION OF VERTICAL LIFT GATES - 2018

W911WN18B8002

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APRIL 2018

/s/ VINCENT L. DeCARLO, P.E. 06 APRIL 2018

/s/ JEANINE M HOEY, P.E.

06 APRIL 2018

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CONTRACT DRAWINGS

FILE NAME

NUMBER

SHEET

DRAWING TITLE

GENERAL

LMOO_100_G-0160 G-0160 COVERSHEET

LMOO_100_G-0161 G-0161 CONTRACT DRAWING AND REFERENCE DRAWING INDEX

LMOO_100_G-0162 G-0162 GENERAL ABBREVIATIONS

LMOO_100_G-1163 G-1163 TOLERANCE PLANS AND SECTIONS

STRUCTURAL

LMOO_550_S-2250 S-2250 LIFT GATE - TYPICAL DAM - ELEVATION AND SECTION

LMOO_550_S-1251 S-1251 LIFT GATE - GENERAL ARRANGEMENT - PLAN AND ELEVATIONS

LMOO_550_S-1252 S-1252 LIFT GATE - TOP AND BOTTOM TRUSS - PLAN AND SECTION

LMOO_550_S-3253 S-3253 LIFT GATE - MISCELLANEOUS SECTIONS AND DETAILS - SHEET 1

LMOO_550_S-5254 S-5254 LIFT GATE - MISCELLANEOUS SECTIONS AND DETAILS - SHEET 2

LMOO_550_S-5255 S-5255 LIFT GATE - MISCELLANEOUS SECTIONS AND DETAILS - SHEET 3

LMOO_550_S-2256 S-2256 LIFT GATE - END TRUCK ASSEMBLY - ELEVATIONS AND SECTIONS

LMOO_550_S-3257 S-3257 LIFT GATE - END TRUCK ASSEMBLY - DETAILS

LMOO_550_S-3258 S-3258 LIFT GATE - END TRUCK ASSEMBLY - SECTIONS AND DETAILS - SHEET 1

LMOO_550_S-3259 S-3259 LIFT GATE - END TRUCK ASSEMBLY - SECTIONS AND DETAILS - SHEET 2

LMOO_550_S-3260 S-3260 LIFT GATE - END TRUCK ASSEMBLY - SECTIONS AND DETAILS - SHEET 3

LMOO_550_S-3261 S-3261 LIFT GATE - END TRUCK ASSEMBLY - SECTIONS AND DETAILS - SHEET 4

LMOO_550_S-1262 S-1262 LIFT GATE - ACCESS WALKWAY - PLAN AND ELEVATION

LMOO_550_S-3263 S-3263 LIFT GATE - ACCESS WALKWAY - SECTIONS AND DETAILS - SHEET 1

LMOO_550_S-3264 S-3264 LIFT GATE - ACCESS WALKWAY - SECTIONS AND DETAILS - SHEET 2

LMOO_550_S-3265 S-3265 LIFT GATE - ACCESS WALKWAY - SECTIONS AND DETAILS - SHEET 3

LMOO_550_S-5266 S-5266 FABRICATION AND INSTALL OF LIFT GATE - MACHINERY MODIFICATIONS - TYPICAL DETAILS

MECHANICAL

LMOO_555_M-5140 M-5140 LIFT GATE - END TRUCK ASSEMBLY - WHEEL AND ROLLER DETAILS

LMOO_555_M-5141 M-5141 LIFT GATE - END TRUCK ASSEMBLY - BEARING PLATE AND ROLLER DETAILS

LMOO_555_M-5142 M-5142 LIFT GATE - END TRUCK ASSEMBLY - CHAIN SPROCKET ADAPTOR DETAILS

REFERENCE DRAWINGS

FILE NAME DRAWING TITLE

106712 DETAILS OF 7" PITCH FOR SIDE BAR CHAIN

106713 DETAILS OF IDLER SPROCKET

3682-01-G1 GREASE PIPING PLAN FOR TYPICAL LIFT GATE END

4689-AA-2 BASE PLATES

4689-AC-2 CHAIN SPROCKET OF HOIST FOR 75,000# CHAIN

4689-AD-2 LOCATION OF HOISTS ON PIERS

4689-AH-1 HOUSING FOR HOIST

4689-AJ-2 PLAN OF PIERS

4689-X-1 ASSEMBLY OF HOIST FOR STRAIGHT LIFT GATE CHAIN PULL 75,000#

4689-Z-1 DETAILS OF SUSPENSION HOOK GUARD AND CHAIN DEFLECTOR

A4477-1 IDLER SPROCKET PARTS DETAILS

A4477-2 IDLER SPROCKET PARTS DETAILS

A4477-3 IDLER SPROCKET PARTS DETAILS

A4477-4 DRIVE SPROCKET PARTS DETAILS

A4480-1 7" PITCH LIFT GATE CHAIN DETAILS

A4480-2 7" PITCH LIFT GATE CHAIN DETAILS

A4480-3 LASE BURNT ROUGH LINK DETAILS

O-LMO_55/1.1 DAM REHABILITATION LIFT GATE MACHINERY SAFETY CHAIN

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WORK POINTW.P.

WITHW/

CORPS OF ENGINEERS

UNITED STATES ARMY USACE

COARSE

UNIFIED NATIONAL UNC

ULTRASONIC TESTU.T.

UPSTREAMU/S

TYPICALTYP.

THICKTHK.

TURNING RADIUST.R.

TOP AND BOTTOMT&B

SYMMETRICALSYM.

STIFFENERSTIFF

STANDARDSTD.

STAINLESS STEELSS

SPACE (S)SP.

SIMILARSIM.

REQUIREDREQ'D

RADIUSRAD

RADIOGRAPHIC TESTR.T.

PER SQUARE FOOTPSF

PLATESPL's

PLATEPL

PIECESPCS

OUTSIDE DIAMETERO.D.

ON CENTERO.C.

NEAR SIDENS

FINE

NATIONAL PIPE THREAD NPTF

NOMINALNOM

NOT TO SCALEN.T.S.

NATIONAL COARSEN.C.

MARKMK

MINIMUMMIN

MAXIMUMMAX

MAGNETIC PARTICLE TESTM.P.

LONGLG

POUNDSLBS

INSIDE DIAMETERI.D.

HEXAGONALHEX

HEADHD

HEIGHTH

FOOTFT

FAR SIDEFS

FRACTURE CRITICAL MEMBERF.C.M

ESTIMATED WEIGHTEST WT

EQUALEQ.

ELEVATIONEL.

DRAWINGDWG.

DEEPDP.

DIAMETERDIA.

DOUBLEDBL

DOWNSTREAMD/S

REPRESENTATIVE

CONTRACTING OFFICER'S COR

CENTER TO CENTERC/C

CENTERLINEC

BEARINGBRG.

BOLT CIRCLEB.C.

AMERICAN WELDING SOCIETYAWS

& MATERIALS

AMERICAN SOCIETY FOR TESTING ASTM

ASSEMBLYASSY.

APPROXIMATELYAPPROX

AND&

AT@

GENERAL ABBREVIATIONS

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B c fc f c |

)8 1" (± 8

99'-7

1'-5.531"

)8 1" (± 4

104'-4

-0.000"

+0.010"

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A B

LOCK

"32

NOTE: LOCALIZED AT SEAL INTERFACE

MATCHING SURFACE

" TO8

1" ± 4

1104'-4

M L

N L

N R

M R

B T

B B

D T

D B

L T

L B

E R

E L

RIVER

H R

F L

F R

H L

G L

G R

CONTROL DIMENSION

MEMBER

DIMENSIONS

SPECIFIED

TOLER.

ALLOW. ACTUAL DIMENSION

1 2 3 4

A T

B T

A B

B B

C T

D T

C B

D B

E L

G L

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G R

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TEMPERATURE

T SUBSCRIPT = TOP ELEVATION

B SUBSCRIPT = BOTTOM ELEVATION

L SUBSCRIPT = LOCK SIDE

R SUBSCRIPT = RIVER SIDE

"8 199'-7

12'-9"

11'-9"

HEAT CAN PRODUCE LOCALIZED DEVIATIONS.

TEMPERATURE. BE AWARE THAT OTHER SHOP WORK REQUIRING PRE/POST

MEASUREMENTS. FOR CONSISTENCY ENSURE GATE IS AT A UNIFORM STABLE

NOTE: AMBIENT AIR TEMP CAN CAUSE UNSTABLE AND INCONSISTENT

-0.000"

+0.010"

-0.000"

+0.010"

"8 199'-7

1'-5.531"

"4 1104'-4 "8

1±

"8 1±

"16 1±12'-9"

11'-9"

12'-9"

11'-9"

"16 1±

"8 1±

"16 1±

"8 1±

"8 199'-7

" DEVIATION.8

1SHALL BE ALLOWED NO MORE THAN

MEMBERS AND THEIR COMPONENTS WITHOUT MILLED ENDS AND 30' OR MORE IN LENGTH C)

" DEVIATION.16

1SHALL BE ALLOWED NO MORE THAN

MEMBERS AND THEIR COMPONENTS WITHOUT MILLED ENDS AND 30' OR LESS IN LENGTH B)

DEVIATION.

" 32

1MEMBERS AND THEIR COMPONENTS WITH MILLED ENDS BE ALLOWED NO MORE THAN A)

WHEN TOLERANCES ARE NOT SPECIFIED IN THE SPECIFICATIONS OR PLANS:3.

WELDED STRUCTURAL MEMBERS.

OR IN THE SPECIFICATIONS SHALL ADHERE TO AWS D1.5, DIMENSIONAL TOLERANCES OF

ANY DIMENSIONAL TOLERANCES OF WELDED STRUCTURAL MEMBERS NOT COVERED HERE 2.

COMPENSATE FOR ACTUAL TEMPERATURE VARIATIONS DURING CONSTRUCTION.

OF 70°F. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL ADJUSTMENTS TO

STRUCTURAL DIMENSIONS INDICATED HERE ARE BASED ON A STRUCTURE TEMPERATURE 1.

GENERAL NOTES:

"=1'-0"16

3SCALE:

GATE TOLERANCE - PLAN3

"=1'-0"16

3SCALE:

GATE TOLERANCE - ELEVATION

DETAIL

SCALE: 1"=1'-0"

DETAIL

SCALE: 1"=1'-0"

DETAIL

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

0 4' 8' 12'

"=1'16

3SCALE:

4' 8'0 2'

"=1'4

1SCALE:

0 1' 2'

SCALE: 1"=1'

1' 2'0 6"

"=1'2

1SCALE: 1

GATE TOLERANCE - SECTION

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

-2

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CERTIFIED FINAL DOCUMENTS

C .0

C.005

11'-4

1'-6" 1'-6"

" FACE TO FACE OF DAM PIER (MODIFIED)4

100'-2

" C/C OF TRACK4

102'-9

" C/C OF CHAIN4

105'-9

116'-0" C/C OF PIERS

IN RAISED POSITION

PIER MACHINERY HOUSE SHOWN SHOWN IN RAISED POSITION

GATE OPERATING MACHINERY

SHEET S-5266

MODIFICATIONS, SEE

FOR MACHINERY

10'-6"

3/8" SKIN PL

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FLOW

LOWER POOL EL. 664.5

EL. 705.41

EL. 723.0

UPPER POOL EL. 682.0

HIGH WATER EL. 702.32

CHAIN

TRACK TRACK

CHAIN

WATER PRESSURE

DIAGRAM

H = 16'-0"

NOTE: END TRUCKS NOT SHOWN FOR CLARITY

EL. 667.0

0 PSF

1000 PSF

TYPICAL CROSS SECTION

(NOTE: WALKWAY NOT SHOWN FOR CLARITY)

N.T.S.

LC LC

PIERLC PIERLC

EQUIPMENT FOR EACH GATE THAT IS FABRICATED.

PEDESTALS FOR THE EXISTING OPERATING

DELIVERY OF MACHINERY SUPPORT BEAM

THE CONTRACT ALSO COVERS FABRICATION AND

FABRICATED. INSTALLATION WILL BE BY OTHERS.

SPROCKETS, AND CHAINS FOR EACH GATE

GATES INCLUDES IDLER SPROCKETS, DRIVE

THE MONTGOMERY DAM. FABRICATION OF THE LIFT

DELIVERY OF TWO VERTICAL-LIFT DAM GATES FOR

THIS CONTRACT IS FOR THE FABRICATION AND

SCOPE OF WORK:

TOTALS REQUIRED FOR THIS CONTRACT.

AND REF DWGS 4480 SHEETS 1 - 3 FOR CHAIN COMPONENT DETAILS. THE SPARE PART QUANTITIES SHOWN ON REF DWG 106712 ARE THE

TWO COMPLETE HOIST CHAIN ASSEMBLIES ARE REQUIRED PER GATE (FOUR TOTAL). SEE REF DWG 106712 FOR CHAIN ASSEMBLY DETAILS 19.

THE JOINTS.

ALL WELDED JOINTS SHALL BE SEAL WELDED, IN ACCORDANCE WITH THE SPECIFICATIONS TO ENSURE MOISTURE CANNOT PENETRATE 18.

DRAWING 3682-01-G1.

CONTRACTOR TO PROVIDE GREASE LINES. GREASE LINES TO RUN UNDERNEATH BEAMS FOR PROTECTION. REFER TO REFERENCE 17.

OPERATIONS ARE COMPLETED.

ALL PIN HOLES WILL BE BURNED THEN BORED AFTER WELDING, STRAIGHTENING, STRESS RELIEVING AND IF APPLICABLE, THREADING 16.

REMOVE ALL BACKING BARS AND GRIND FLUSH.15.

REMOVE ALL TACK WELDS.14.

ALL FULL PENETRATION WELDS SHALL BE GROUND FLUSH, UNLESS OTHERISE NOTED.13.

ALL BOLTS ARE 3/4" DIA. - A325, HOT DIP GALVANIZED UNLESS SHOWN OR NOTED OTHERWISE.12.

ALL WELDS ARE 5/16" FILLET WELDS UNLESS SHOWN OR NOTED OTHERWISE.11.

ALL CONNECTIONS SHALL BE WELDED. WELDS SHALL BE FULL PENETRATION UNLESS NOTED OTHERWISE.10.

AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE AWS D1.6.

ALL WELDS ON STAINLESS STEEL SHALL BE MADE WITH STAINLESS STEEL ELECTRODES AND CONFORM TO APPLICABLE PORTIONS OF THE 9.

RUBBER SEALS SHALL BE CONTINUOUS AND WATERTIGHT WITH VULCANIZED SPLICES UNLESS OTHERWISE NOTED.8.

GATE SECTION AND/OR EACH TRUSS.

THE LOCATIONS AND NUMBER OF NON-DESTRUCTIVE TESTS OF WELDED JOINTS ARE SYMMETRICAL ABOUT THE CENTERLINE OF LIFT 7.

WELDS SHALL BE 100% ULTRASONIC TESTED.

BEAM FLANGES AND PLATES 1 INCH THICK OR GREATER TO WHICH BEAMS ARE BUTT JOINTED AND WELDED AND ALL FULL PENETRATION 6.

EACH GATE WILL BE THERMALLY STRESSED RELIEVED PER AWS D1.5 SECTION 4.4 WITHOUT EXCEPTION.5.

SECTION 12.

F.C.M. DENOTES FRACTURE CRITICAL MEMBERS. WELDING OF FRACTURE CRITICAL MEMBERS SHALL BE IN ACCORDANCE WITH AWS D1.5, 4.

ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE AWS D1.5.3.

UNLESS OTHERWISE SHOWN OR NOTED.

ALL STEEL TO BE HIGH STRENGTH, LOW ALLOY STEEL ASTM DESIGNATION A709 GRADE 50F, OR EQUAL DUAL CERTIFIED A992 GRADE 50 2.

ALL QUANTITIES LISTED WITHIN ARE PER GATE.1.

GENERAL NOTES:

0 20'10'5'

SCALE: 3/32"=1'

TYPICAL SECTION

SCALE: 3/32"=1''-0"

TYPICAL DOWNSTREAM ELEVATION

SCALE: 3/32"=1''-0"

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1'-6" 1'-6"

1" 1"

2'-10"4

2'-10

1'-2"

2'-0"

W14x145

"16

30'-0

W14x145

39'-3

W14x145

"16

30'-0

W14x145

"16

30'-0

W14x145

39'-3

W14x145

"16

30'-0

W14x120

"16

30'-0

W14x120

39'-3

W14x120

"16

30'-0

W14x120

"16

12'-11

W14x120

73'-6

W14x120

"16

12'-11

" C/C TRACK4

102'-9

1" END PLATE1" END PLATE

1" END PLATE 1" END PLATE

1" END PLATE

" C/C OF CHAIN4

105'-9

W6x15

W10x33 TYP.

3 EQUAL SPACES

"16

8'-6

TYP.

2'-6"

MINIMUM OF 10FT.

TRUSS. SPLICES SHOULD BE STAGGERED FROM TOP TO BOTTOM A

FOR DOWNSTREAM AND UPSTREAM CHORDS OF THE BOTTOM

AS SHOWN. CONTRACTOR SHALL SUBMIT LOCATION OF SPLICE(S)

SPLICE LOCATION(S) ON TOP AND BOTTOM TRUSS ARE OPTIONAL

PL •x3" TYP.

•" STIFF PL's TYP.

W6x15

SIGN DETAILS

SEE SHEET S-5255 FOR

1/2" STIFF PL's TYP.

"16

8'-6"8 1"= 85'-816

1310 PANELS @ 8'-6"16

8'-6

3/8" SKIN PL

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W x5

W10x33 W10x33

W x8

(F .C .M

W x T

Y P

(F .C .M

T Y P

W x (F .C .M d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o

F L

O W

W x8

W x

W x8

W x

W x5

W x

W x5

W x

W x5

W x

W x5

W x

SYMMETRICAL

SYMMETRICALC

S P

SIM.

S P

PLAN

(NOTE: WALKWAY NOT SHOWN FOR CLARITY)

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

A S-1252

L S-3260

B S-3253

D S-3253

C S-3253

S-5255

S-5254

SYMMETRICALLCLC LC

UPSTREAM ELEVATION

(NOTE: WALKWAY NOT SHOWN FOR CLARITY)

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

DOWNSTREAM ELEVATION

(NOTE: WALKWAY NOT SHOWN FOR CLARITY)

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

4' 8'0 2'

SCALE: 1/4"=1'

2 EACH PL 1/2"x3"

M O

R O

N E

P R

C E

N T D

E C

A R

L O P .E

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

E N

A M

P L

O T D

A T

T S

B U

R G

H D

T R

A N

E R

T Y A

V E

N U

T S

B U

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H P

O H

E R B

A S

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

F A

B R

A T

N O

F V

E R

A L L

T G

A T

E S

W N

CERTIFIED FINAL DOCUMENTS

FABRICATED 2016

XXX,XXX LBS.

GATE X

GATE FABRICATOR.

10'-6"

5'-3"5'-3"

6'-10

TYP.

2'-6"

W14x120

19'-7

W14x120

"16

30'-0

6" TO 10"

TYP.

1'-8" W14x145 (F.C.M.)

19'-7

W14x145 (F.C.M.)

"16

30'-0

T Y P

W8x21

TYP.

BE 6"+/- HIGH TYP.

LOCATION SHALL

STIFF PLATE IN THIS

HOLES TYP.

2" DIA. DRAIN

TOP & BOTTOM

6 EQ. SP. TYP.

TOP & BOTTOM

5 EQ. SP. TYP.

ON TOP & BOTTOM TRUSS)

ALLOW DRAINAGE (TYP.

C OF W14x145 TO

THIS LOCATION ALONG

TOP STIFF PLATES IN

COPE BOTTOM OF

W14x145 (F.C.M.)

19'-7

W14x145 (F.C.M.)

"16

30'-0

W14x120

36'-9

W14x120

"16

12'-11

TYP.

2'-6"

TYP.

1'-8"

T Y P

HOLES TYP.

2" DIA. DRAIN

BE 6"+/- HIGH TYP.

LOCATION SHALL

STIFF PLATE IN THIS

TOP ONLY

5 EQ. SP. TYP.

TOP ONLY

6 EQ. SP. TYP.

COUNTER WEIGHTS

1" DIA. HOLE FOR

SEE NOTES 6-8

T Y P

"16 1" = 42'-1016

135 PANELS @ 8'-6"16

8'-61'-6"

" C/C OF CHAIN4

3105' 9

3/8" SKIN PLATE TOP ONLY TYP.

1/2" STIFF PLATE

AT PANEL POINTS)

& BOTTOM (TYP

1/2" STIFF PL TOP

T Y P

9 3/8" SKIN PLATE

TOP ONLY TYP.

1/2" STIFF PLATE

"16 1" = 42'-1016

135 PANELS @ 8'-6"16

8'-61'-6"

" C/C OF CHAIN4

3105' 9

PLATE TYP.

3/8" STIFF

PLATE

3/8" SKIN

Q U

S-1252

T G

A T

T O

P A

N D B

O T

T O

M T

R U

S S

P L

A N A

N D S

E C

K E

C E

N T D

E C

A R

L O P .E

W x

W x6

F .C .M

W x4

F .C .M

W x4

F .C .M

W x4

F .C .M

W x4

F .C .M .)(F .C .M

W x8

O W

SYMMETRICAL

CHORD

D/S

S P

E S

P L

CHORD

U/S

W x

W x8

F .C .M

W x5

F .C .M

W x5

F .C .M

W x5

F .C .M

W x5

F .C .M .)(F .C .M

W x8

O W

S P

SIM.

CHORD

D/S

CHORD

U/S

J S-3258

K S-3259

S-5254

S-5255

H S-5255

S-3253

S-5254

S-5255

CHAINLC

CHAINLC CHAINLC

LC SYMMETRICAL

CHAINLC

0 2' 4' 6'

SCALE: 3/8"=1'

(NOTE: WALKWAY NOT SHOWN FOR CLARITY)

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

PLAN AT BOTTOM TRUSS

(NOTE: WALKWAY NOT SHOWN FOR CLARITY)

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

PLAN AT TOP TRUSS

A S-1251

SECTION

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

TYPICAL AT ALL PANEL POINTS

DETAIL

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

(THICKNESS 1" TO 6")

COUNTER WEIGHT

COUNTER WEIGHTS TO BE METALIZED AND PAINTED.8.

SIDE OF W14 WEB.

COUNTER WEIGHTS OF EQUAL SIZES TO BE PLACED NEAR SIDE AND FAR 7.

BOLT TO BE FULLY TIGHTENED AND TACK WELDED (SEE SPECIFICATION).

GALVANIZED BOLT WITH 2 GALVANIZED FLAT WASHERS AND HEX NUT.

COUNTER WEIGHT TO BE BOLTED TO W14 WITH 7/8" DIA. A325 6.

S-3253 THRU S-5255.

FOR TRUSS FRAMING AND MISCELLANEOUS DETAILS SEE DRAWINGS 5.

DETAILS, SEE DRAWINGS S-3258 THRU S-3261.

FOR DETAILS AT LIFTING POINTS, END FRAMING, & VERTICAL SEAL 4.

FOR END TRUCK DETAILS, SEE DRAWINGS S-2256 & S-3257.3.

FOR WALKWAY DETAILS, SEE DRAWINGS S-1262 THRU S-3265.2.

ALL OTHER POCKETS.

DRAIN FREELY. PROVIDE DRAIN HOLES IN END TRUCK W40 WEBS AND

PROVIDE ADDITIONAL DRAIN HOLES FOR ALL POCKETS WHICH DO NOT 1.

NOTES:

M O

R O

N E

P R

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

E N

A M

P L

O T D

A T

T S

B U

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H D

T R

A N

E R

T Y A

V E

N U

T S

B U

R G

H P

O H

E R B

A S

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

F A

B R

A T

N O

F V

E R

A L L

T G

A T

E S

W N

W6x15

W10x33

W14x145

W.P.

W14x68

W14x53

TYP.

PL 1/2"x3"

PLATE

3/8" SKIN

PLATE

3/8" SKIN

3/8" SKIN PLATE

PLATE

3/8" SKIN

1/2" STIFF PL

ON PLAN

LOCATION

1/2" PL

1/2" STIFF PL's

(CONTINUOUS)

PL 1/2"x6"

ON PLAN TYP.

1/2" STIFF PLATES AS SHOWN

1/2" PL

PLATE

3/8" SKIN

1/2"x3" TYP.

STIFFENER PLATE

Q U

S-3253

T G

A T

C E

L L

A N

E O

U S S

E C

N S A

N D D

E T

S S

H E

E T

K E

C E

N T D

E C

A R

L O P .E

W10x33

W6x15 W6x15

0 3" 6"

SCALE: 3"=1'

TYP.

U.T.

TYP.

M.P.

TYP.

M.P.

TYP.

TOP TRUSS

TYP.

M.P.

TYP.

M.P.

TYP.

M.P.

TYP.

SECTION

SCALE: 3"=1'-0"

B S-1251

SECTION

SCALE: 3"=1'-0"

C S-1251

SECTION

SCALE: 3"=1'-0"

D S-1251

SECTION

SCALE: 3"=1'-0"

S-1252

DETAIL

SCALE: 3"=1'-0"

G S-5255

LC LC

W14x120

W14x53 W14x53

W8x21 W8x21

1' 2'0 6"

"=1'2

1SCALE: 1

S-1252

DETAIL

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

SECTION

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

S-1252

DETAIL

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

1/4

1/41/4

1/4

1/4 1/4

1/4

M O

R O

N E

P R

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

E N

A M

P L

O T D

A T

T S

B U

R G

H D

T R

A N

E R

T Y A

V E

N U

T S

B U

R G

H P

O H

E R B

A S

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

F A

B R

A T

N O

F V

E R

A L L

T G

A T

E S

W N

2""

TYP.

EDGES

ROUNDED

M P

R E

S S

THIS SHEET

1"x3" BOTTOM SEAL, SEE DETAIL

SEE DETAIL THIS SHEET

CLAMP BAR SS (ROUNDED EDGES),

APPROVED EQUAL

HUNTINGTON BRAND NO 4508 OR

FLUOROCARBON FILM 0.06" THICK

ABRASION RESISTANT

PLATE

3/8" SKIN

PLATE

3/8" SKIN

(3 PCS)

5/8"x2'-2 1/2"

SEAL PLATE

MAX SPACING 4 1/2"

HEX HD & NUT W/WASHERS

5/8" DIA. SS BOLTS

PL 3/4"x8" (CONTINUOUS)

1/2" PL

3/4"x6"

1/2"PL

LOCATION ON PLAN

1/2" STIFF PL

Q U

S-5254

T G

A T

C E

L L

A N

E O

U S S

E C

N S A

N D D

E T

S S

H E

E T

K E

C E

N T D

E C

A R

L O P .E

BOLT

HOLE FOR

SCALE: 6"=1'-0"

BOTTOM SEAL

SCALE: 6"=1'-0"

CLAMP BAR

0 3" 6"

SCALE: 3"=1'

1' 0 3"1"

SCALE: 6"=1'

SPLICE

TYP.

U.T. 100%

C C

M.P.

TYP.

M.P.

TYP.

M.P.

TYP.

M.P.

TYP.

TRUSS

BOTTOM

M.P.

TYP.

M.P.

TYP.

M.P.

TYP.

M.P.

TYP.

M.P.

TYP.

FAR FLANGE. SEE NOTE

TYP. NEAR FLANGE AND

S-1252

DETAIL

SCALE: 3"=1'-0"

G S-5255

LC LC

SPLICELC

M.P.

TYP.

W14x120

W14x145

W14x61

TYP.

BLOCKS,

NO EDGE

R.T. 100%

U.T. 100%

PRIOR TO COMPLETE CLOSURE.

FABRICATED STRUCTURE SHALL BE STRESS RELIEVE

WITH A 3/8" PLATE AND A FILLET WELD TO SEAL.

ADDED FOR STRESS RELIEF SHOULD BE CLOSED OFF

FLANGE/WEB OF W14x145. 1/2" VENT HOLES IN THE WEB

W14x68 SHALL BE COMPLETELY WELDED TO PLATE AND 1.

NOTES:

1' 2'0 6"

SCALE: 1 1/2"=1'

SECTION

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

S-1251

DETAIL

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

S-1252

DETAIL

SCALE: 1 1/2"=1'-0" 8

S-1252

DETAIL

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

S-1252

DETAIL

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

1/2

1/4

5/16

1/4

1/4 1/4

1/4

1/41/4

1/4

M O

R O

N E

P R

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

E N

A M

P L

O T D

A T

T S

B U

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H D

T R

A N

E R

T Y A

V E

N U

T S

B U

R G

H P

O H

E R B

A S

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

F A

B R

A T

N O

F V

E R

A L L

T G

A T

E S

W N

2'-8

"16

1'-3

TYP

T Y

C L

CLR

T Y

SEE DETAIL ON S-5254

1"x3" BOTTOM SEAL

C O

M P

R E

S S

W14x61

W14x48

SEE DETAIL ON S-5254

CLAMP BAR SS (ROUNDED EDGES)

MAX SPACING 4 1/2"

HEX HD & NUT W/WASHERS

C 5/8" DIA. SS BOLTS

(CONTINUOUS)

PL3/4"x8"

1/2" STIFF PL

PLATE

3/8" SKIN

(3 PCS)

5/8"x2'-2 1/2"

SEAL PLATE

MAX SPACING 6"

HD & NUT W/WASHERS

C 7/8" DIA. SS BOLTS HEX

1/4" THK P

13/16" DIA, TYP

(NS & FS)

1/2" STIFF PL

(NS & FS)

1/2" STIFF PL

ONLY

UPSTREAM

3/8" SKIN PL,

BACKER

NEOPRENE

1/4" THK

Q U

S-5255

T G

A T

C E

L L

A N

E O

U S S

E C

N S A

N D D

E T

S S

H E

E T

K E

C E

N T D

E C

A R

L O P .E

U.T. 100%

M.P. 100%

PLATES

@ STIFFENER

TYP.

M.P.

TYP.

W14x68

M.P.

TYP.

M.P.

TYP.

M.P.

TYP.

M.P.

TYP.

SIGN

W14x145 &

SIGN DETAIL

SCALE: 1"=1'-0"

0 1' 2'

SCALE: 1"=1'

0 3" 6"

SCALE: 3"=1'

1'1' 2'0 6"

SCALE: 1•"=1'

FLOW

G S-3253

S-1251

DETAILS

SIMILAR

S-1251

H S-1252

SECTION

SCALE: 3"=1'-0"

S-1252

DETAIL (TYP)

SCALE: 1"=1'-0"

LC LC

W14x68

W14x61

W14x120

THICKNESS PLUS THE THROUGH BOLTS.

ACCOMMODATE METALIZING AND PAINT COATING

1.GATE THROUGH HOLES TO BE SIZED TO

NOTE:

DETAIL

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

G S-5254

SECTION

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

TYPICAL CROSS SECTION

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

1/4

STAINLESS STEEL NYLOCK TYPE 18-8

NUTS - QTY: 6c)

STAINLESS STEEL TYPE 18-8, NEOPRENE BONDED

WASHERS - QTY: 6b)

3/4" DIAMETER

STAINLESS STEEL TYPE 304

HEXHEAD BOLTS - QTY: 6a)4.

ALL BOLTS SHALL BE INSTALLED PER AISC SNUG TIGHTa)3.

SIMILAR MATCHING DIMENSIONS OF SIGN

ALL SIGNS SHALL HAVE A 1/4" HARD NEOPRENE GRADE 70A BACKER FROM RUBBERCAL OR c)

SPECIFICATIONS.

LETTERING WILL BE 2" TALL, RECESSED OR PROTRUDING, PAINTED SAFETY YELLOW AS PER b)

ALL STEEL SHALL CONFORM TO ASTM A240 STANDARDS, PLATE SHALL BE S30400a)2.

XXX,XXX - FINAL WEIGHT, FULLY ASSEMBLED, BALANCED WITH ALL PAINT COATINGS

GATE X - CORRESPOND W/ USACE COR

GATE FABRICATOR - CONTRACTOR'S NAME

SIGN WILL BE UPDATED TO REFLECT:1.

SIGN SPECIFICATIONS:

0 2' 4' 6'

SCALE: 3/8"=1'

M O

R O

N E

P R

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

E N

A M

P L

O T D

A T

T S

B U

R G

H D

T R

A N

E R

T Y A

V E

N U

T S

B U

R G

H P

O H

E R B

A S

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

F A

B R

A T

N O

F V

E R

A L L

T G

A T

E S

W N

CERTIFIED FINAL DOCUMENTS

FABRICATED 2016

XXX,XXX LBS.

GATE X

GATE FABRICATOR.

1'-0"1'-0"

7"5" "8

1'-3"8

1'-3

2'-61'-0"

2'-4

10""4

1'-6

2'-7 "2

1'-4

1" 1"

1'-4"

8"8"

6"6"

1'-0" "4

2'-6

10""4

1'-6

2'-47"5"

"16

1'-7"16

1'-7

"16

1'-8"16

1'-8

3'-4

1'-0"

5" 7"

7 4"

1" PLATE

3" DIA. PIN

1" DIA. x 2" DOWELS

WALL LINE

CONCRETE

DOGGING HOOK

W40x167

W24x104

1" DIA.

ATTACHED TO GATE

1" END PLATE

1" PL TYP.

TYP.

1" PL

TYP.

3"R

DOWELS

1" DIA. x 2"

1" PL

1"x4" PL's

M-5130

ASSEMBLY,

WHEEL

REFER TO

M-5130

ASSEMBLY,

WHEEL

REFER TO

DETAIL BELOW

SEE ENLARGED

MK M-5131-1

UPSTREAM BEARING PLATE

M-5131-3

LOAD ROLLER MK

MK M-5131-9

CLIP ANGLE TYP.

M-5131-1

UPSTREAM BEARING PL MK.

MK M-5131-9

CLIP ANGLE

M-5131-2

DOWNSTREAM BEARING PL MK

DIA. PIN

FOR 3"

DIA. HOLE

3 1/8"

SIDE.TYP. AT ALL WHEEL LOCATIONS

NEAR SIDE ON 11 1/2" DIA. B.C. FAR

TAP 3/4" - 10 UNC - 2B ON 10" DIA.B.C.

6 HOLES EQUALLY SPACED DRILL THRU &

L4x4x1/2

3'-11 3/4"

BOLTS TYP.

3/4" DIA. A325

TYP.

1/2" PL

1"x4" PL's TYP.

8" DIA. OTHER SIDE

9 1/2" DIA. THIS SIDE

MK M-5130-2

LINE BORE HOLE FOR PIN

TYP.

L2 1/2x2 1/2x5/16

Q U

S-2256

T G

A T

E N

D T

R U

C K A

S S

E M

B L

E L E

V A

N S A

N D S

E C

N S

K E

C E

N T D

E C

A R

L O P .E

W H

E E

T R

A C

W H

E E

-0+

ELEVATION

END VIEW

N.T.S.

ENLARGED DETAIL

0 1' 2'

SCALE: 1"=1'

SECTION

SCALE: 1"=1'-0"

TYP.

ASSY.

TYP. @

T Y

TYP.

T Y

TYP.

T Y

TYP.

SCALE: 1"=1'-0"

1 OPP HAND

1 AS SHOWN

END TRUCK

TYP.

SECTION

SCALE: 1"=1'-0"

C S-3257

D S-3257

S-3257

H E

E L

LC LC

W H

E E

T R

A C

SIM

1' 2'0 6"

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

DETAIL

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

5/16

M O

R O

N E

P R

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

E N

A M

P L

O T D

A T

T S

B U

R G

H D

T R

A N

E R

T Y A

V E

N U

T S

B U

R G

H P

O H

E R B

A S

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

F A

B R

A T

N O

F V

E R

A L L

T G

A T

E S

W N

1'-0" "2

1"2

1'-4"

1'-6

1"4

1'-3"

1'-0

3'-2

"16

1'-7"16

1'-7

8"8"

7"7"

8"8"

1'-4"

1"1"

1" 1"

1"1"

1'-7"2

1'-8"

TO GATE

ATTACHED

END PLATE

TYP.

1" PL

TO TRUCK ASSEMBLY

END PLATE ATTACHED

THIS SHEET

SEE PICKUP PLATE PIN,

C .56" DIA THRU

SHEET

PIN, SEE DETAIL THIS

3" DIA. END TRUCK

1/2" BENT PL.

4 1/8" R

SHEET

PIN. SEE DETAIL THIS

3" DIA. PICKUP PLATE

3 1/16" DIA. HOLE FOR

3/4" BENT PL

1/2" BENT PL 13/16" DIA. TYP.

TYP.

3/8"x6" DIA. WASHER

COTTER PIN

1/2" DIA.

1/4"x45° CHAMFER

C 9/16" DIA THRU

R 1/16"

1/4"x45°CHAMFER

Q U

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L O P .E

SIDE VIEW

TYP.

0 3" 6"

SCALE: 3"=1'

1'0 1' 2'

SCALE: 1"=1'

C S-2256

SECTION

SCALE: 1"=1'-0"

D S-2256

SECTION

SCALE: 1"=1'-0"

LC W40x167

SCALE: 3"=1'-0"

MATERIAL: ASTM A276 TYPE 410

PICKUP PLATE PIN

SCALE: 3"=1'-0"

MATERIAL: ASTM A276 TYPE 410

END TRUCK PIN

1' 2'0 6"

SCALE: 1 1/2"=1'

S-2256

PICKUP PLATES

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

5/16

102'-9 3/4" C/C TRACK

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US Army Corps

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6'-1

1'-1 "16

5'-0

1""16

1'-79"9"9""2

1'-6"

"16

1'-0

"16

1'-2

1" 1""8

3'-2

2" 6"

'-3

'-1

7"2

1'-2"

10"16

1'-7

4""2

"16

1'-7"16

1'-7

10'-6"

11'-4

1'-10"

1'-10

10"8

1'-2

1'-4

2'-11

3'-1

7"2

CLIP CORNER 10"

1" PL

GATE

ATTACHED TO

1" END PLATE

CONCRETE

EXISTING

FACE OF

GUIDE RAIL

EXISTING

FACE OF

CLEARANCE

PROPER

PROVIDE

SHIM TO

STIFF

SLOPE

ROLLER ON 1:20

TYPE 1 GUIDE

W24x104

PL TYP.

1" STIFF

1" PL

W40x167

W10x39

THIS DETAIL

SEE NOTE 1

1" PL TYP.

TYP.

W40x167

TYP.

W10x39

2" RAD

2" PL

PL (F.C.M.)

2" LIFTING

S-3257

SEE DWG'S S-2256 &

SEE DRAWING M-5132

(F.C.M.), FOR DETAILS

LIFTING PLATES

SPROCKET YOKE

CONCRETE

FACE OF EXISTING

TYP.

L4x4x1/2

1" STIFF PL's

SHEET

SEE DETAILS THIS

R A

C K

SKIN PL

3/8"

BELOW

5/8" SEAL PL

8 13/16"

(F.C.M.)

2" DOGGING PL

TYP.

R1/2", /1

2 9/32" RAD

2 5/16" RAD

TYP.

4" C/C

HOLES @

13/16" DIA.

PL's TYP.

3/4" STIFF

1/2" STIFF PL

BRG. PL 12"x1 1/2"x1'-9 1/2"

Q U

S-3258

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TYP.

F L

O W

SPROCKET (F.C.M.)

DOGGING HOOK (F.C.M.)

ROLLER

GUIDE

ROLLER

GUIDE

TYP.

U.T. 100%

TYP.

U.T. 100%

TYP.

U.T. 100%

TYP.

U.T. 100%

TYP.

U.T. 100%

L L

DETAIL

SCALE: 1•"=1'-0"

K S-3259

S-3260 19

S-3260

T Y

TO LEAF)

TRUCK

BOLTING

(AFTER

TYP.

0 1' 2'

SCALE: 1"=1'

U/S TRUSS W14

GUSSET PLATE

W14x145 & W40x167 &

GUSSET PLATE

W14x145 & W40x167 &

W40x167

1/4

BACKING OFF.

OR EQUAL ON BOLT THREADS TO PREVENT BOLTS FROM

(LUBRICATED) OR 150 FT-LBS (DRY). PROVIDE LOCKTITE 243

THROUGH THE BACKSIDE. TORQUE THE BOLTS TO 100 FT-LBS

DRILL AND TAP W40 FLANGE 3/4" DEEP WITHOUT BREAKING 1.

NOTE:

DOGGING HOOK (F.C.M.)

(NOTE: PICKUP PLATES NOT SHOWN)

SCALE: 1"=1'-0"

0 2' 4' 6'

SCALE: 3/8"=1'

1' 2'0 6"

SCALE: 1 1/2"=1'

0 1' 2' 3'

SCALE: 3/4"=1'

SECTION

(NOTE: DOGGING PLATE NOT SHOWN)

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

J S-1252

SECTION

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

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

END ASSEMBLY PLAN

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A R

M Y C

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®of Engineers

US Army Corps

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1'-3 "16

5'-2

"16

1'-8"4

1'-0"

"16

7 "16

6'-0

6'-1"2

4'-4"4

10'-6"

"16

5'-3

5'-7

7 "2

1'-1"

1'-9

"16

1'-7

5'-11

P A

C E

RECESS

FACE OF

UPSTREAM

PL TYP.

1" STIFF

W14

1" PL TYP.

MK M-5131-3

LOAD ROLLER

MK M-5131-3

LOAD ROLLER

W40x167

W24x104

W1Ox39

W40x167

W1Ox39

W40x167

SHEET M-5131

TYPE 1 ROLLER

SHEET M-5131

TYPE 2 ROLLER

1" STIFF PL

1" GUSSET

W14x120

W14x82

T Y

NOTE 1

SEE

W1Ox39

1" GUSSET

GUSSET PLATE

TO OVERLAP

W8x31, COPE WEB

2" PL

1" STIFF PL TYP.

1" GUSSET

W14x82

W14x120

" TYP.4

PLATE

OVERLAP GUSSET

W8x31, COPE WEB TO

SEAL

NO PAINTING

NO METALIZING

TYP.

3/8" END PL

TYP.

3/8" SKIN PL

PL 12"x1"x1'-9 1/2"

STIFF PL's

1/2" THICK

1 1/2" PL

4"x4"x1/2" TYP.

3/4"x5" STIFF PL

2" PL DOGGING HOOK

1" PL's STIFF TYP.

PL's

STIFF

3/4"

3/8" PL

TYP.

3/4"x5" STIFF PL

PL's

3/4" STIFF

PLATE

3/8" SKIN

W40x167 TYP.

RECESS

DOWNSTREAM FACE OF

Q U

S-3259

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L O P .E

TRUSS

U/S

PLATE

SIDE SEAL

D /S T

R U

S S

TYP.

SIDE SEAL PLATE

TYP.

PLAN

S-3260

K S-1252

L C

TYP.

U.T.

TYP.

U.T.

TYP.

U.T.

SECTION

SCALE: 1"=1'-0"

TYP.

U.T.

TYP.

SECTION

SCALE: 1"=1'-0"

0 1' 2'

SCALE: 1"=1'

OF W10, FILLER PLATE TO BE WELDED ON.

MOUNTING BOLTS MAY INTERFERE WITH FLANGE 1.

NOTE:

1' 2'0 6"

SCALE: 1 1/2"=1'

DETAIL

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

DETAIL

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

K S-3258

SECTION

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

0 1' 2' 3'

SCALE: 3/4"=1'

FIELD WELDS WILL BE DONE BY OTHERS.2.

CONTRACT.

NOTE THE COATINGS LIMITATIONS FOR THIS 1.

NOTE:

1/4

ALL ROUND

5/16" FILLET

1/2

1/4

M O

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SHEET ID

U .S

A R

M Y C

O R

P S O

F E

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E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

E N

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9" "16

6 9

"16

1'-7

5'-11

2'-0"

2'-0""4

2'-6

3'-0"

5'-11"8

2'-7"2

2'-7"4

910'-6""4

"16

5'-0"16

5'-5

2'-6""16

2'-6

28"

2 "2

4"4

1""2

W40x167 W8x31

W14x145

VERTICAL

W14x68

W40x167 1" PL

1"PL

W14x145

W8x31

3"RAD

TYP.

3"RAD

W40x167

1" DIA. A325 BOLTS (NOTE 1)

APPROX 4" C/C TYP.

A B

O L T S

N O

T E

A P

P R

O X

C /C T

Y P

SEE NOTE 2

SEAL THROUGH

GATE TO PASS RUBBER

1" END PLATE ON

CUT 2"x3" HOLE IN

1"x1" BACKING BAR

V A

1"x1" BACKING BAR

NOTE 3

SEE

SEE DETAIL ON S-5254

1"x3" BOTTOM SEAL

1" END PL

W8x31 TYP.

W14x145 TYP.

SEAL, SEE DETAIL 21 ON S-3261

5/8" PL

3/8" SKIN PL NUT

1/2" SS

SEAL

RUBBER

1/4"

1/2" BAR

1/2" SS BOLT

SEE S-5254

2x3/8", CLAMP BAR

3/4" SS PL

ON S-3261

SEAL, SEE DETAIL 21

MAX SPACING 4 1/2"

HEX HD & NUT W/WASHERS

5/8" DIA SS BOLTS

SEE SECTION H, S-5255

5/8" DIA SS BOLTS

CLAMP BAR 2"x3/8", SEE S-5254

MAX SPACING

PL's @ 9" C/C

11 - 3/4" STIFF

3/8" COVER PL

5/8" SEAL PL

3/4" PL

SPACING

C/C MAX

PL's @ 9"

3/4" STIFF

3/4" PL's

CLAMP BAR 2"x3/8", SEE S-5254

W/OVERSIZE WASHERS MAX SPACING 4 1/2"

FOR ADJUSTMENT) HEX HD & NUT

SIZE HOLE TO 13/16" TO ALLOW

5/8" DIA. SS BOLTS (OVER

3/8" CHAM

3/8" COVER PL

Q U

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TYP.

U/S TRUSS

EL. 667.0

D/S TRUSS

DETAIL

SCALE: 3"=1'-0"

M S-3261

N S-3261

TYP.TYP.

S-3258

VERTICAL SEAL DETAIL

SCALE: 3"=1'-0"

0 3" 6"

SCALE: 3"=1'

TYP.

RELIEVING, PLUG HOLE WITH WELD. SEE NOTE 1 ON S-5254.

PUT 1/2" VENT HOLE THRU WEB PRIOR TO RELIEVING. AFTER STRESS 3.

STIFFENERS PER USACE APPROVAL.

HOLE SPACING MAY BE SLIGHTLY VARIED TO ACCOMMODATE 2.

ASTM A325 BOLTS.

THREADS SHALL BE EXCLUDED FROM THE SHEAR PLANE FOR ALL 1.

NOTES:

1' 2'0 6"

SCALE: 1 1/2"=1'

0 1' 2' 3'

SCALE: 3/4"=1'

S-3259

DETAIL

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

DETAIL

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

L S-1251

SECTION

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

S-3258

DETAIL

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

M O

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U E D

A T

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

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E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

E N

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P L

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A N

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A L L

T G

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4 "4

"16

1'-1 13/16" 1" PL

1"x1" BACKING BAR

APPROVED EQUAL

HUNTINGTON BRAND NO 4508 OR

FLUOROCARBON FILM 0.06" THICK

ABRASION RESISTANT

THIS SHEET

SEE NOTE 1 & DETAIL 21,

THIS SHEET

SEE NOTE 1 & DETAIL 21,

3/4" PL's

5 13/16"

3/8" COVER PL

5/8" SEAL PL

S-5254

CLAMP BAR 2"x3/8" SS, SEE

MAX SPACING

PL's @ 9" C/C

11 - 3/4" STIFF

C/C FULL HEIGHT

3/4" STIFF PL's @ 9"

3/4" PL

MAX SPACING

PL's @ 9" C/C

11 - 3/4" STIFF

5/8" SEAL PL

SEE S-5254

CLAMP BAR 2x3/8" ST STL, BAR

BACKING

1"x1"

5/8" DIA SS BOLTS

SEAL PASS THROUGH

REMOVE 3"x3 7/16" OF 3/8" PL FOR

3/8x45° CHAMFER

Q U

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L O P .E

TYP.

N S-3260

SECTION

SCALE: 3"=1'-0"

0 3" 6"

SCALE: 3"=1'

S-3260

DETAIL

SCALE: 3"=1'-0"

BRAND NO 6404 OR APPROVED EQUAL.

RESISTANT FLUOROCARBON FILM 0.06" THICK HUNTINGTON

VERTICAL AND HORIZONTAL RUBBER SEAL TO BE ABRASION 1.

NOTE:

M S-3260

SECTION

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

1' 2'0 6"

SCALE: 1 1/2"=1'

M O

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A R

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C O

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C T N

C H

E C

K E

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D R

A W

N B

U E D

A T

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

E N

A M

P L

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A T

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H D

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A N

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T Y A

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4'-0"

PIPE RAILING

2" DIA. STD. MAX

"32

4'-3

"16

5 PANELS @ 8'-6 13/16" = 42'-10

WELD TO DIAGONAL

3"x1/4" STRAP PL's - FIELD

ALL AROUND TYP.

1 1/4"x3/8" BANDING BAR

BARS, 4" O.C.

3/4"x3/16" CROSS

BARS AT 1 3/16" C/C

1 1/4"x3/8" BEARING

Q U

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A R

L O P .E

F L

O W

OF GATE

SYM.

SPAN

GRATING

S P

A N

G R

A T

S S-3264

R S-3264

P S-3263

Q S-3264

LC TRUSS

TOP

LC TRUSS

BOTTOM

CONTRACT SPECIFICATIONS.

HAND RAILING ON LIFT GATE SHOULD BE PAINTED AS PER 6.

ALL PIPE STEEL TO BE ASTM A53 - GRADE B.5.

PROVIDE 1/4" CLEARANCE BETWEEN PANELS.4.

DIRECTION OF BEARING BARS IS SHOWN ON PLAN.3.

ALL PANELS ARE TO BE END BANDED ALL AROUND.2.

SPECIFICATIONS.

CROSS BARS AT 4" CENTERS WITH 3/8" BANDING BARS. SEE

BEARING BARS 1 1/4"x3/8" SPACED AT 1 3/16" CENTER TO CENTER.

FOLLOWS:

ALL STEEL GRATING SHOWN ON THIS DRAWING SHALL BE AS 1.

GENERAL NOTES:

2' 4'0 1'

SCALE: 1/2"=1'

0 2' 4' 6'

SCALE: 3/8"=1'

(NOTE: END TRUCK NOT SHOWN FOR CLARITY)

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

WALKWAY - ELEVATION

(NOTE: END TRUCK NOT SHOWN FOR CLARITY)

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

WALKWAY - PLAN

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

TYPICAL GRATING PLAN

M O

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C T N

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K E

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A W

N B

U E D

A T

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

E N

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P L

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1'-4"

3'-5 2'-10"

"16

8'-6

"16

2"2"

GRATING

TOP OF

HAND RAIL

W14x68

HAND RAIL

1" END

V A

OUT TO OUT

2'-0"

W14x82

BAR 1/2"x2 1/2"

1/2" PL TYP.

BAR 1/2"x2 1/2"

1/2" BOLT TYP.

W14x145

L6x4x3/8"

L4x4x3/8"

BENT PLATE

10"x6"x1/2"

L6x4x3/8"

W14x120

W14x68

LADDER RUNGS

3/4" DIA.

Q U

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H E

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K E

C E

N T D

E C

A R

L O P .E

SPAN

GRATING

NOT SHOWN

END TRUCK

FLOW

DETAIL

SCALE: 3"=1'-0"

LADDER RUNG DETAIL

0 3" 6"

SCALE: 3"=1'

INTERCHANGEABLE.

END OF GATE ARE NOT

APPROVAL. LADDERS ON EACH

PROVIDED BY CONTRACTOR FOR

CONNECTIONS SHALL BE

NOTE:LOCATION OF LADDER

TYP.

SECTION

SCALE: 3"=1'-0"

T S-3265

U S-3265

V S-3265

W S-3265

S-3265

LC CHORD

BOTTOM

CHORD

TOP

FOR CLARITY.

BOTTOM SEAL NOT SHOWN

NOTE: SKIN PLATE AND

P S-1262

SECTION

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

SECTION

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

1/8

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

LOWER TRUSS

PLATFORM PLAN

0 1' 2' 3'

SCALE: 3/4"=1'

1/8

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5'-3" 5'-3"

10'-6"

"16

8'-6

"32

4'-3 "32

4'-3

4'-0"

3'-6"

GRATING

C8x11.5

GRATING

GRATING TO SIT FLUSH TYP.

ABOVE PIPE BASE TO ALLOW

GRATING SHALL BE NOTCHED

C8x11.5

IN PLACE TYP.

FOR HOLDING GRATING

PROVIDE CLAMP BARS

2" DIA. STD. PIPE TYP.

GRATING

C8x11.5

BASE DETAIL

SEE PIPE POST

IN PLACE TYP.

FOR HOLDING GRATING

PROVIDE CLAMP BARS

X POST

2" DIA. PIPE DBL

POST TYP.

2" DIA. DBL X PIPE

WEB OF W14x53

TOE PL 5"x1/2"

BOLTS TYP.

1/2" DIA. A325

BOLTS TYP.

3/4" DIA. A325

TOE PL 5"x1/2"

BOLTS TYP.

1/2" DIA. A325

BASE PL 1/2"x4"x9"

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S-3264

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FLOW

U/S TRUSS D/S TRUSS

BOTTOM TRUSS

SCALE: 3"=1'-0"

BASE DETAIL

PIPE POST (TYP)

0 3" 6"

SCALE: 3"=1'

WALKWAY

SPAN

GRATING

TYP.

DETAIL

SCALE: 3"=1'

S S-1262

SECTION

SCALE: 3"=1'

LC LC

TRUSS

UPPER

W14x120

SPECIFICATIONS.

HAND RAILING ON LIFT GATE SHOULD BE PAINTED AS PER CONTRACT 9.

ACCORDANCE WITH ASTM A123. SEE SPECIFICATIONS.

GRATING AND LADDERS SHALL BE HOT DIPPED GALVANIZED IN 8.

A572 GRADE 50.

ALL STRUCTURAL STEEL FOR ANGLE AND CHANNEL COMPONENTS TO BE 7.

A709 GRADE 50, U.N.O.

ALL STRUCTURAL STEEL TO BE ASTM A572 GRADE 50, A992 GRADE 50, OR 6.

ALL PIPE STEEL TO BE ASTM A53 - GRADE B.5.

PROVIDE 1/4" CLEARANCE BETWEEN PANELS.4.

DIRECTION OF BEARING BARS IS SHOWN ON PLAN.3.

ALL PANELS ARE TO BE END BANDED ALL AROUND.2.

BARS AT 4" CENTERS WITH 3/8" BANDING BARS. SEE SPECIFICATIONS

BEARING BARS 1 1/4"x3/8" SPACED AT 1 3/16" CENTER TO CENTER. CROSS

ALL STEEL GRATING SHOWN ON THIS DRAWING SHALL BE AS FOLLOWS: 1.

GENERAL NOTES:

1/4

Q S-1262

SECTION

SCALE: 1/2"=1'

R S-1262

SECTION

SCALE: 3/4"=1'

2' 4'0 1'

SCALE: 1/2"=1'

0 1' 2' 3'

SCALE: 3/4"=1'

SECTION

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

TYPICAL HAND RAIL DETAIL

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2" 1"

LADDER

PIPE TYP.

2" DIA. STD.

HAND RAILS

2" DIA. PIPE

FIT I.D. OF PIPE RAILING

INTERIOR SLEEVE TO

OF PIPE TYP.

ROUND EDGES

PLATE

W8x31

3/8"x3"

BENT BAR

L6x4x3/8

L4x4x3/8 CUT FROM L4x4x3/8

LADDER LEG TYP.

PLACED UNDER EACH

1/4" STIFF PLATE

10"x6"x1/2" BENT PLATE

AND GRIND SMOOTH

BOTTOM OF RAILING

PROVIDE PLUG WELD IN

THROUGH OUTER SLEEVE.

DRILL 3/8" DIA. HOLES

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SCALE: 3"=1'

W8x31

LADDER CONN. DETAIL

SCALE: 3"=1'-0"

RAIL SPLICE DETAIL

SMOOTH TYP.

GRIND BURRS

TYP.

LC LC

1' 2'0 6"

SCALE: 1 1/2"=1'

S-3263

DETAIL

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

HAND RAIL CONNECTION DETAIL

T S-3263

SECTION

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

U S-3263

SECTION

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

V S-3263

SECTION

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

W S-3263

SECTION

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

1/8

1/4

1/41/4

1/4

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US Army Corps

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2'-3"

"16

4'-0

"16

1'-10

511""8

"16

9"16

"16

4689-AA-2

S. MORGAN SMITH CO. DRAWING

EXISTING MACHINERY BASE PLATE, SEE

1" PLATE

GUSSET PLATE

EXISTING MACHINERY

SEE GUSSET DETAIL

CONCRETE PIER FACE

" - REFERENCE16

" - REFERENCE2

IN CONTRACT

BASE PLATE, NOT

FUTURE MACHINERY

MACHINERY BASE PLATES

THEORETICAL LOCATION OF

W18x76

W36x256

SPACING

HEAD BOLTS @ 9"

1" DIA. A325 HEX

IN CONTRACT

NUT AND WASHER TYP., NOT

FUTURE 1" DIA. A325 HEX HEAD BOLT,

CONTRACT

INSTALLED ANCHOR, NOT IN

FUTURE 3/4" DIA. POST

PAD, NOT IN CONTRACT

FUTURE NON-SHRINK EPOXY GROUT

1 1/4" PLATE

HOLES TYP.

7/8" DIA.

HOLES TYP.

7/8" DIA.

FIELD DRILL 1 1/8" DIA. DRILLED HOLES TYP.

3/4" RAD

1/2" PLATE

4 5/16 "

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NOTE:

PLATE TO W-SECTIONS

FOR WELDMENT OF TOP

SEE BASE PLATE PLAN

TYP.TYP.

0 1' 2'

SCALE: 1"=1'

SCALE: 1"=1'-0"

PEDESTAL END ELEVATION

SCALE: 3"=1'-0"

GUSSET DETAIL

0 3" 6"

SCALE: 3"=1'

1.W SHAPES TO BE A992 GR 50PLATE TO BE A709 GR 50

NOTE:

SCALE: 1"=1'-0"

QUANTITY: 8

BASE PLATE PLAN

DOWNSTREAM PEDESTAL

SCALE: 1"=1'-0"

QUANTITY: 8

BASE PLATE PLAN

UPSTREAM PEDESTAL

SCALE: 1"=1'-0"

QUANTITY: 16

TOP PLATE PLAN

WITH THE EXISTING MACHINERY.

DIMENSIONS FOR PROPER FITTMENT

CONTRACTOR SHALL FIELD VERIFY

NOTE:ALL DIMENSIONS ARE THEORETICAL.

SCALE: 1"=1'-0"

QUANTITY: 8

PEDESTAL SIDE ELEVATION

PER GATE.

QUANTITIES SHOWN ARE THE TOTALS REQUIRED 1.

NOTE:

3/8 3/8

5/16

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®of Engineers

US Army Corps

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1"4

1"2

"16

"32

2 "

"32

1 "4

3"4

1'-3

1'-4

" (HOLE) 32

" TYP.16

FN1 PRESS FIT W/ROLLER

C93700, 2.503" ±.001 DIA. AFTER

BRONZE BUSHING, ASTM B22

± .005

10" DIA. B.C.

8‚"1" 1"

13.938 +/- .000"

1"R

1" R

1"R

ROLLER BEARING ECS 3806

OUTER RACE OF AMERICAN

" 16

WHEEL

DOUBLE FLANGED

WITH HOLE IN INNER FACE

ASSEMBLE SO THAT GROOVE IN PIN LINES UP

1/64" RAD ON CORNERS4 1/8"

FITTING OR EQUAL

FURNISH ALEMITE

3/8" PIPE TAP-

3/8" DRILL

1/16" RADIUS

2 3/4" RADIUS

TYP.

17/32" X 1 1/32"

SLOTTED HOLES

1/4" RADIUS

4 1/2"

3/8" PIPE NIPPLE

FOR 3/8" PIPE TAP, FIT

GREASE GROOVE, TAP

DRILL TO INTERSECT

17 1/4" O.D. X 9 1/2" I.D.

BRONZE WASHER

CASE BRONZE SPRING

SINGLE TYPE BRASS

9 1/2" I.D. X 11 1/2" O.D. X 1"

GARLOCK KLOZURE

THICK, STRUCTURAL STEEL

13 1/4" O.D. X 10 3/4" I.D. X 1 17/32"

RETAINER RING

6 LOCATIONS TYP.

BRONZE FLAT HD CAP SCREWS

X 1 1/4" DP FOR 5/8" X 1 1/2"

DRILL AND TAP 5/8"-11UNC-2B

3/8"R

1/4"R

3/8" STD. PIPE NIPPLE

3/8" STD. PIPE COUPLING

3/8" STD. PIPE PLUG

MARK M-5140-8, 4 REQ'D EST WT 11.55 LBS.

CONCENTRIC W I.D. WITHIN 0.002" T.R.

8.003" I.D. X 1 7/8" ± 1/64" LG. O.D.

STAINLESS STEEL RING 9.500" O.D. X

SCREWS

FOR 1"X3" CAP

UNC-2B X 2 1/4" DEEP

DRILL AND TAP 1-8

1/2" DIA.

SHAFT W/RADIUSED CORNERS

MACHINE 1/2" X 3/16" GREASE GROOVE INTO

1/16"R

LOCKING WIRE

SCREWS DRILL HEAD FOR

X 2 1/4" DEEP FOR 1"X3" CAP

DRILL AND TAP 1"-8UNC-2B

5132-3

FOR BUSHING, SEE MARK

1" PIPE TAP 3/4" DEEP

TRUCK IN WORKINGPOSITION

GREASE HOLD DOWN WITH

ASSEMBLE IN TRUCK WITH

1/2" DIA. GREASE PORT

11 1/2" DIA. B.C.

1 1/64" DRILL

1 3/8" DRILL

1 1/64" DRILL

FOR LOCKING WIRE, 6 LOCATIONS

SCREWS 1" THREAD DRILL HEAD

SPACE FOR 3/4"-10UNC-2A X 2 1/4" CAP

DRILL SIX 25/32" DIA. HOLES EQUALLY

B U

C C

M-5140

T G

A T

E N

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S S

E M

B L

W H

E E

L A

N D R

O L L E

R D

E T

E L E

U R

/s J

O H

N N

E S P .E

SCALE: 3"=1'-0"

REQ'D 6 EST WT 62 LBS EACH

MARK M-5140-5 ASTM A148 CLASS 150-135

ROLLER

SCALE: 3"=1'-0"

REQ'D 12 EST WT 3 LBS EACH

MARK M-5140-6 ASTM A36

KEEPER PLATE

0 3" 6"

SCALE: 3"=1'

1'0 3"1"

SCALE: 6"=1'

SCALE: 6"=1'-0"

REQ'D 6 EST WT 10.5 LBS EACH

MARK M-5140-7 ASTM A276 TYPE 304

ROLLER PIN

SCALE: 3"=1'-0"

END COVERS

REQ'D 4 UNIT WEIGHT 51.33 LBS

ASTM A36

MARK M-5140-3 STRUCTURAL STEEL

REQ'D 4 UNIT WEIGHT 51.33 LBS

ASTM A36

MARK M-5140-4 STRUCTURAL STEEL

(HOLE IS RECTANGULAR)

WHEEL ASSEMBLY

FOUR COMPLETE WHEEL ASSEMBLIES REQUIRED

SCALE: 3" = 1'-0"

SCALE: 3"=1'-0"

REQ'D 4 EST WT 254.51 LBS EACH

MARK M-5140-2 ASTM A276 TYPE 302

-.001"

+.000"

-.001"

+.000"

WHEEL ASSEMBLY

FOR ONE COMPLETE

ONEGATE.

M-5140, M-5141,AND M-5142 ARE FOR

1.QUANTITES SHOWN ONDRAWINGS

GENERAL NOTES:

AS NOTED

FINISH EXCEPT

DIA. B.C.

15 1/4"

AS NOTED

FINISH EXCEPT

FINISH EXCEPT AS NOTED

REQ'D 13/8" LUBRICATION TUBE ASSEMBLY

REQ'D 6RONZE FLAT HD CAP SCREWS

REQ'D 1BAMERICAN ROLLER BEARING ECS 3806

REQ'D 2GARLOCK KLOZURE COMPOSITION #3648

REQ'D 2 EST WT 8.5 LBS EACHWASHER ASTM B22 C93700

REQ'D 2 EST WT 34.1 LBS EACHRETAINER RING ASTM A36

ASTM A148 CLASS 150-135MARK M-5140-1

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US Army Corps

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4"4

1'-2"8

2'-0"

43"3""2

52"2""2

1'-3"

1"8

"16

2""8

2 "8

6 1"

2""16

1'-

"16

1'-3

2 "16

1'-2 1"

2"2"

3"3"

8"2

1'-5"

FIT WITH 1" DOWELS TYP.

FOR A 0.0005" TO 0.001" INTERFERENCE

DRILL 1" DIA. X 1" DEEP

(T Y

P T

FOR 1" DIA. CAP SCREWS (TYP. T&B)

DRILL AND TAP 1"-8UNC-2B X 2" DEEP

3"2

L O

FOR MARK M-5141-7 TYP.

DRILL AND TAP 1"-8UNC-2B X 2" DEEP

E X

A C

T T

Y P

" TYP.8

7" DIA.

OVER

FINISH ALL

1"-8-UNC-2A

" 4

MK M-5140-5

1.000"

7" DIA

MARK M-5141-3

M-5141-7 TYP.

X 2" DEEP FOR MARK

DRILL AND TAP 1"-8UNC-2B

" 4

12 REQUIRED

WITH 125 FINISH,

O.D. X 2 1/2" I.D. X 3/16"

BRONZE WASHER 5 1/2"

ASTM B 22 93700

12 REQUIRED

WITH 125 FINISH,

O.D. X 2 1/2" I.D. X 3/16"

BRONZE WASHER 5 1/2"

ASTM B 22 93700

TYP.

15/16" DIA. HOLES

TYP.

3/4" PL

2 1/2" RAD. TYP.

CAP SCREW, TWO PLACES

1" X 2 1/2" LG. HEX HEAD

DRILL THRU 1 1/32" FOR

L8X4X3/4

FOR MARK M-5141-7

13/16" X 2" SLOT

1 1/32" X 45° CHAMFTER

BR6 SURFACE

1 13/16" DIA

1 13/16" HEX HEAD

TYP.

RAD 1/16"

31/32"1 1/32"

TYP.

15/16 HOLES

TYP.

3/4" PL

MK M-5140-5

B U

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M-5141

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T E A

N D R

O L L E

R D

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E L E

U R

/s J

O H

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SCALE: 3"=1'-0"

4 REQ'D UNIT WEIGHT 174 LBS

MARK M-5141-1 AISI-SAE 1045

UPSTREAM BEARING PLATE

SCALE: 3"=1'-0"

4 REQ'D UNIT WEIGHT 360 LBS

MARK M-5141-2 AISI-SAE 1045

DOWNSTREAM BEARING PLATE

0 3" 6"

SCALE: 3"=1'

T Y

7.005" ± 0.001" SLOT

SCALE: 3"=1'-0"

4 REQ'D UNIT WEIGHT 174 LBS

MARK M-5141-3 ASTM A148, CLASS 150-135

LOAD ROLLER

SCALE: N.T.S.

8 REQ'D UNIT WEIGHT 0.4 LBS

MARK M-5141-8 ASTM A276 TYPE 440 S.S.

TAPERED DOWELED PIN

ROLLER

LOAD

PLATE

BEARING

UPSTREAM

-0 .0

SCALE: 1"=1"

8 REQ'D UNIT WEIGHT 1.3 LBS

MARK M-5141-7 ASTM F593, 410 S.S.

SHOULDER BOLT

T H

R E

A D

N .C

SIDE VIEW

TYP.

PLAN

(SHIMS TYP.)

SIDE VIEW

PLAN

TYP.

SCALE: 6"=1'-0"

8 REQ'D UNIT WEIGHT 5.7 LBS

MARK M-5141-4 AISI-SAE 1045

ROLLER KEEPER

-0.001"

+0.001"

-0.0015"

+0.000"

1' 2'0 6"

SCALE: 1•"=1'

0 3"1"

SCALE: 6"=1'

0 1" 2"

SCALE: 1"=1"

(SHIMS TYP.)

1.0000

1.0005

1.0000

1.0005

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

4 REQ'D UNIT WEIGHT 29.3 LBS

MARK M-5141-6 (BRACKET) STRUCTURAL STEEL

GUIDE ROLLER TYPE 1

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

2 REQ'D UNIT WEIGHT 40.1 LBS

MARK M-5141-5 (BRACKET) STRUCTURAL STEEL

GUIDE ROLLER TYPE 2

NOTE: FINISH ALL OVER

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

8 REQ'D UNIT WEIGHT 31.7 LBS

MARK M-5141-9 ASTM A709 GRADE 50

CLIP ANGLE

1 13/16" HEX STOCK

NOTE: MAKE FROM

NOTE: FINISH ALL OVER

NOTE: FINISH ALL OVER125

NOTE: FINISH ALL OVER

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H D

T R

A N

E R

T Y A

V E

N U

T S

B U

R G

H P

O H

E R B

A S

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

F A

B R

A T

N O

F V

E R

A L L

T G

A T

E S

W N

"16

1" STD PIPE THREAD

THICK

X 1 5/16"I.D. X 1/8"

LEAD WASHER 2" O.D.

1/2" DRILL

FITTING A-1190

DRILL AND TAP FOR 1/2" ALEMITE

2""2

1'-22"

1'-6

3"1'-4"3"

1'-10"

1'-2

5 "8

1'-11

" NOM.4

1'-5.531" "4

FOR CONTINUATION

SEE DWG. S-3258

1" PLATE, TYP.

9.625"

1'-9 31/64"

DRILL THRU 1/2" DIA.

1/16" RAD, TYP.

TWO PLACES

DRILL 3/8" DIA. TO INTERSECTION

TYP.

1/16" RAD

MK M-5132-10

GREASE FITTING

TAP 1/2" NPTF FOR

TO INTERSECTION

DRILL 1/2" DIA.

BOTH ENDS

CHAMFER 1/8" X 45°

BOTH ENDS.

PIPE PLUB

TAP FOR 3/8"

5 3/8" DEEP &

DRILL 3/8" DIA.

TWO PLACES FOR MK M-5132-12

DRILL THRU 1 9/16" DIA. 3/16" X 45°

CHAMFER

1/4" MACHINE

3/16" RAD, TYP.

FOUR PLACES

FOR MK M-5122-12

1 1/2"-6UNC-2B

DRILL THRU AND TAP

" ± 1/64"2

1'-9

C O

U N

T E

R B

O R

D P

SCALE: 3"=1'-0"

4 REQ'D UNIT WEIGHT 20 LBS

MARK 5132-2 ASTM A572, GR. 50

KEEPER PLATE

SCALE: 3"=1'-0"

SPROCKET YOKE DETAIL

M-5132

-0.000"

+0.010"

TYP.

BORE CENTERLINE

SEE NOTE 1

LINEBORE

-0.000"

+0.003"

M-5132

DETAIL

SCALE: 6"=1'-0"

SCALE: 3"=1'-0"

2 REQ'D UNIT WEIGHT 474 LBS

MARK 5132-1 AISI 4140 (SEE NOTE 7)

SPROCKET PIN

-0 .0

H E

- 1/64"

NOTE: FINISH ALL OVER UNLESS OTHERWISE NOTED

NOTE: CHAMFER ALL CORNERS AND EDGES 1/16"

ALLOWANCE

MATCHING SURFACE

104'-4 1/4" ± 1/8" TO

B U

C C

M-5142

T G

A T

E S

E N

D T

R U

C K A

S S

E M

B L

C H

P R

O C

K E

T A

D A

P T

O R D

E T

E L E

U R

/s J

O H

N N

E S P .E

0 3"1"

SCALE: 6"=1'

6"0 3" 6"

SCALE: 3"=1'

CJP, TYP.

DETAILEDLIST OF PARTS NOT

NO.MARK REQ'D DESCRIPTION MATERIAL WITHUSED

M-5132-10 2 FITTING1/2" BUTTON HEAD GREASE EQUALALEMITE A1190 OR M-5132-1

M-5132-11 4 PLUG3/8" PIPE M-5132-1

M-5132-12 8 H.H.C.S.1 1/2"-6-UNC-2A X 3" LG. B7ASTM A193, GR. M-5132-2

M-5132-13 8 WASHER1 1/2" HELICAL SPRING LOCK STEELHOT DIPPED GALVANIZED -12M-5132-2, EFFECTIVE CASE DEPTH.STRESS RELIEVE ALL PART.

INDUCTION HARDEN MARK M-5132-1 TO RC 56-60 AT 0.125" MIN 7.

FABRICATOR TO VERIFY TOLERANCE.6.

SEE REFERENCE DRAWINGS FOR SPROCKET DESIGN DETAILS.5.

ALL WELDING SHALL BE DOWN PRIOR TO ANY MACHINING.4.

SEE DWG. S-3258.

FOR THE VERTICAL AND HORIZONTAL LOCATION OF THE…

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