W911WN-16-B-0002_-_Contract_Drawings.pdf

PDF 5 MB Posted May 31, 2016

Attached to: Fabrication of Vertical Lift Gates
Solicitation number: W911WN-16-B-0002
Issued by: Department of the Army Corps of Engineers Engineering District Pittsburgh

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File	Type	Posted
BidResults_16-B-0002.pdf	PDF	Jun 30, 2016
W911WN-16-B-0002-0001.pdf	PDF	Jun 16, 2016
W911WN-16-B-0002-.pdf	PDF	May 31, 2016
W911WN-16-B-0002_-_Reference_Drawings.pdf	PDF	May 31, 2016
Certified_Final_-_RTA_W911WN-16-B-0002.pdf	PDF	May 31, 2016

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Q U

G-0120 of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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

W911WN-16-B-0002

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

C O

V E

R S

H E

K E

MONTGOMERY LOCKS AND DAM

BEAVER COUNTY, PENNSYLVANIA

FABRICATION OF VERTICAL LIFT GATES - 2016

J S

T E

E L E

OHIO RIVER

APRIL 2016

CERTIFIED FINAL DOCUMENTS

/s/ JEANINE HOEY, P.E.

14 APRIL 2016

13 APRIL 2016/s/ VINCENT DECARLO, P.E.

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DRAWINGSREFERENCE

NAMEFILE TITLEDRAWING

106712 CHAIN BAR SIDE FOR PITCH 7" OFDETAILS

106713 SPROCKET IDLER OFDETAILS

3682-01-G1 END GATE LIFT TYPICAL FOR PLAN PIPINGGREASE

4689-AA-2 PLATESBASE

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

4689-AD-2 PIERS ON HOISTS OFLOCATION

4689-AH-1 HOIST FORHOUSING

4689-AJ-2 PIERS OFPLAN

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

4689-Z-1 DEFLECTOR CHAIN AND GUARD HOOK SUSPENSION OFDETAILS

A4477-1 DETAILS PARTS SPROCKETIDLER

A4477-2 DETAILS PARTS SPROCKETIDLER

A4477-3 DETAILS PARTS SPROCKETIDLER

A4477-4 DETAILS PARTS SPROCKETDRIVE

A4480-1 DETAILS CHAIN GATE LIFT PITCH7"

A4480-2 DETAILS CHAIN GATE LIFT PITCH7"

A4480-3 DETAILS LINK ROUGH BURNTLASE

O-LMO_55/1.1 CHAIN SAFETY MACHINERY GATE LIFT REHABILITATIONDAM

DRAWINGSCONTRACT

NAMEFILE

NUMBER

SHEET

TITLEDRAWING

GENERAL

LMOO_100_G-0120 G-0120 COVERSHEET

LMOO_100_G-0121 G-0121 INDEX DRAWING REFERENCE AND DRAWINGCONTRACT

LMOO_100_G-0122 G-0122 ABBREVIATIONSGENERAL

LMOO_100_G-1123 G-1123 SECTIONS AND PLANSTOLERANCE

STRUCTURAL

LMOO_550_S-2190 S-2190 SECTION AND ELEVATION - DAM TYPICAL - GATELIFT

LMOO_550_S-1191 S-1191 ELEVATIONS AND PLAN - ARRANGEMENT GENERAL - GATELIFT

LMOO_550_S-1192 S-1192 SECTION AND PLAN - TRUSS BOTTOM AND TOP - GATELIFT

LMOO_550_S-3193 S-3193 1 SHEET - DETAILS AND SECTIONS MISCELLANEOUS - GATELIFT

LMOO_550_S-5194 S-5194 2 SHEET - DETAILS AND SECTIONS MISCELLANEOUS - GATELIFT

LMOO_550_S-5195 S-5195 3 SHEET - DETAILS AND SECTIONS MISCELLANEOUS - GATELIFT

LMOO_550_S-2196 S-2196 SECTIONS AND ELEVATIONS - ASSEMBLY TRUCK END - GATELIFT

LMOO_550_S-3197 S-3197 DETAILS - ASSEMBLY TRUCK END - GATELIFT

LMOO_550_S-3198 S-3198 1 SHEET - DETAILS AND SECTIONS - ASSEMBLY TRUCK END - GATELIFT

LMOO_550_S-3199 S-3199 2 SHEET - DETAILS AND SECTIONS - ASSEMBLY TRUCK END - GATELIFT

LMOO_550_S-3200 S-3200 3 SHEET - DETAILS AND SECTIONS - ASSEMBLY TRUCK END - GATELIFT

LMOO_550_S-3201 S-3201 4 SHEET - DETAILS AND SECTIONS - ASSEMBLY TRUCK END - GATELIFT

LMOO_550_S-1202 S-1202 ELEVATION AND PLAN - WALKWAY ACCESS - GATELIFT

LMOO_550_S-3203 S-3203 1 SHEET - DETAILS AND SECTIONS - WALKWAY ACCESS - GATELIFT

LMOO_550_S-3204 S-3204 2 SHEET - DETAILS AND SECTIONS - WALKWAY ACCESS - GATELIFT

LMOO_550_S-3205 S-3205 3 SHEET - DETAILS AND SECTIONS - WALKWAY ACCESS - GATELIFT

LMOO_550_S-5206 S-5206 DETAILS TYPICAL - MODIFICATIONS MACHINERY - GATE LIFT OF INSTALL ANDFABRICATION

MECHANICAL

LMOO_555_M-5130 M-5130 DETAILS ROLLER AND WHEEL - ASSEMBLY TRUCK END - GATELIFT

LMOO_555_M-5131 M-5131 DETAILS ROLLER AND PLATE BEARING - ASSEMBLY TRUCK END - GATELIFT

LMOO_555_M-5132 M-5132 DETAILS ADAPTOR SPROCKET CHAIN - ASSEMBLY TRUCK END - GATELIFT

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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

TESTING & MATERIALS

AMERICAN SOCIETY FOR ASTM

ASSEMBLYASSY.

APPROXIMATELYAPPROX

AND&

AT@

GENERAL ABBREVIATIONS

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-B -0 c A f

A c f B

" (± „)8

99'-7

" (± „)4

104'-4

ˆ c | •"

1'-5.531"

-0.000"

+0.010"

SCALE: ‰"=1'-0"

GATE TOLERANCE - PLAN

0 4' 8' 12'

SCALE: ‰"=1'

4' 8'0 2'

SCALE: ‚"=1'

GATE TOLERANCE - SECTION

SCALE: ‚"=1'-0"

DETAIL

SCALE: 1•"=1'-0"

SCALE: ‰"=1'-0"

GATE TOLERANCE - ELEVATION

1' 2'0 6"

SCALE: 1•"=1'

DETAIL

SCALE: 1"=1'-0"

DETAIL

SCALE: 1"=1'-0"

0 1' 2'

SCALE: 1"=1'

MATCHING SURFACE

104'-4‚" ± „" TO

IN LENGTH SHALL BE ALLOWED NO MORE THAN „" DEVIATION.

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

IN LENGTH SHALL BE ALLOWED NO MORE THAN ˆ" DEVIATION.

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

THAN •" DEVIATION.

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

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

DIMENSIONAL TOLERANCES OF WELDED STRUCTURAL MEMBERS.

COVERED HERE OR IN THE SPECIFICATIONS SHALL ADHERE TO AWS D1.5,

ANY DIMENSIONAL TOLERANCES OF WELDED STRUCTURAL MEMBERS NOT 2.

CONSTRUCTION.

ADJUSTMENTS TO COMPENSATE FOR ACTUAL TEMPERATURE VARIATIONS DURING

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

STRUCTURAL DIMENSIONS INDICATED HERE ARE BASED ON A STRUCTURE 1.

GENERAL NOTES:

104'-4‚"

L T

LOCK RIVER

I J

99'-7„"

11'-9"

12'-9"

11'-9"

±ˆ"

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H L

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G L

L B

K T

K B

NOTE: LOCALIZED AT SEAL INTERFACE

M L

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N L

B T

B B

A T

A B

12'-9" ±ˆ"

11'-9" ±„"

±ˆ"

12'-9" ±ˆ"

99'-7„"

1'-5.531" -0.000"

+0.010"

-0.000"

+0.010" 1'-5.531"

REQUIRING PRE/POST HEAT CAN PRODUCE LOCALIZED DEVIATIONS.

STABLE TEMPERATURE. BE AWARE THAT OTHER SHOP WORK

MEASUREMENTS. FOR CONSISTENCY ENSURE GATE IS AT A UNIFORM

NOTE: AMBIENT AIR TEMP CAN CAUSE UNSTABLE AND INCONSISTENT

DIMENSIONCONTROL

MEMBER

DIMENSIONS

SPECIFIED

R.TOLE

.ALLOW DIMENSIONACTUAL

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TEMPERATURE

ELEVATION TOP = SUBSCRIPTT

ELEVATION BOTTOM = SUBSCRIPTB

SIDE LOCK = SUBSCRIPTL

SIDE RIVER = SUBSCRIPTR

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CERTIFIED FINAL DOCUMENTS

C .0

C.005

…" SKIN PL

" 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

11'-4

1'-6" 1'-6"

SHOWN IN RAISED POSITION

PIER MACHINERY HOUSE SHOWN IN RAISED POSITION

GATE OPERATING MACHINERY

SHEET S-5206

MODIFICATIONS, SEE

FOR MACHINERY

10'-6"

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"

0 20'10'5'

SCALE: ‘"=1'

TYPICAL SECTION

SCALE: ‘" = 1'-0"

TYPICAL DOWNSTREAM ELEVATION

SCALE: ‘" = 1'-0"

NOTE: END TRUCKS NOT SHOWN FOR CLARITY

EL. 667.0

0 PSF

1000 PSF

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TYPICAL CROSS SECTION

(NOTE: WALKWAY NOT SHOWN FOR CLARITY)

N.T.S.

LC LC

PIERLC PIERLC

K E

J S

T E

E L E

EQUIPMENT FOR EACH GATE THAT IS FABRICATED.

BEAM PEDESTALS FOR THE EXISTING OPERATING

FABRICATION AND DELIVERY OF MACHINERY SUPPORT

BE BY OTHERS. THE CONTRACT ALSO COVERS

CHAINS FOR EACH GATE FABRICATED. INSTALLATION WILL

INCLUDES IDLER SPROCKETS, DRIVE SPROCKETS, AND

MONTGOMERY DAM. FABRICATION OF THE LIFT GATES

OF TWO VERTICAL-LIFT DAM GATES FOR THE

THIS CONTRACT IS FOR THE FABRICATION AND DELIVERY

SCOPE OF WORK:

SHOWN ON REF DWG 106712 ARE THE TOTALS REQUIRED FOR THIS CONTRACT.

ASSEMBLY DETAILS AND REF DWGS 4480 SHEETS 1 - 3 FOR CHAIN COMPONENT DETAILS. THE SPARE PART QUANTITIES

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

PENETRATE THE JOINTS.

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

REFERENCE DRAWING 3682-01-G1.

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

THREADING OPERATIONS ARE COMPLETED.

ALL PIN HOLES WILL BE BURNED THEN BORED AFTER WELDING, STRAIGHTENING, STRESS RELIEVING AND IF APPLICABLE, 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 ƒ" DIA. - A325, HOT DIP GALVANIZED UNLESS SHOWN OR NOTED OTHERWISE.12.

ALL WELDS ARE Š" FILLET WELDS UNLESS SHOWN OR NOTED OTHERWISE.11.

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

PORTIONS OF THE 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 9.

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

CENTERLINE OF LIFT GATE SECTION AND/OR EACH TRUSS.

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

FULL PENETRATION 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 6.

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

WITH AWS D1.5, SECTION 12.

F.C.M. DENOTES FRACTURE CRITICAL MEMBERS. WELDING OF FRACTURE CRITICAL MEMBERS SHALL BE IN ACCORDANCE 4.

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

A992 GRADE 50 UNLESS OTHERWISE SHOWN OR NOTED.

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

ALL QUANTITIES LISTED WITHIN ARE PER GATE.1.

GENERAL NOTES:

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-B -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

"16

8'-6"8

10 PANELS @ 8'-6Ž" = 85'-8"16

8'-6

" C/C TRACK4

102'-9

1'-6" 1'-6"

1" END PLATE1" END PLATE

1" END PLATE

1" 1"

1" END PLATE

" C/C OF CHAIN4

105'-9

2'-10"4

2'-10

1'-2"

…" SKIN PL

W6x15

W10x33 TYP.

3 EQUAL SPACES

8'-6

TYP.

2'-6"

SPLICE LOCATION(S) ON TOP AND BOTTOM TRUSS ARE

OPTIONAL AS SHOWN. CONTRACTOR SHALL SUBMIT

LOCATION OF SPLICE(S) FOR DOWNSTREAM AND UPSTREAM

CHORDS OF THE BOTTOM TRUSS. SPLICES SHOULD BE

STAGGERED FROM TOP TO BOTTOM A MINIMUM OF 10FT.

•" STIFF PL's TYP.

PL •x3" TYP.

•" STIFF PL's TYP.

W6x15

FOR SIGN DETAILS

SEE SHEET S-5195 2'-0"

W x

W10x33 W10x33

W x 2W x

(F .C .M

W x

(F .C .M

(F .C .M .) (F

.C .M

(F .C .M

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

4' 8'0 2'

SCALE: ‚"=1'

W x

SYMMETRICAL

SYMMETRICALC

S P

SIM.

Q U

S-1191

T G

A T

G E

N E

R A

L A

R R

A N

G E

M E

N T

P L

A N A

N D E

L E

V A

N S

S P

PLAN

(NOTE: WALKWAY NOT SHOWN FOR CLARITY)

SCALE: ‚"=1'-0"

UPSTREAM ELEVATION

(NOTE: WALKWAY NOT SHOWN FOR CLARITY)

SCALE: ‚"=1'-0"

DOWNSTREAM ELEVATION

(NOTE: WALKWAY NOT SHOWN FOR CLARITY)

SCALE: ‚"=1'-0"

A S-1192

L S-3200

B S-3193

D S-3193

C S-3193

S-5195

S-5194

2 EACH PL •"x3"

SYMMETRICALLCLC LC

K E

J S

T E

E L E

C E

N T D

E C

A R

L O P .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

O O

S -1

.d g n

-A

P R -2

W P :d m s \L

M O

O S -1

.d g n

H T S

D E

T S

B U

R G

H D

T R

E R

T Y A

V E

T S

B U

R G

H P

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

E N

A M

P L

O T D

A T

A N

S I

O H

E R

W N -1

-B -0

CERTIFIED FINAL DOCUMENTS

FABRICATED 2016

XXX,XXX LBS.

GATE X

GATE FABRICATOR.

10'-6"

5'-3"5'-3"

105' 9ƒ" C/C OF CHAIN

TYP.

2'-6"

W14x120

19'-7

W14x120

"16

30'-0

6'-10

6" TO 10"

TYP.

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

19'-7

W14x145 (F.C.M.)

"16

30'-0

T Y P

TOP ONLY TYP.

•" STIFF PLATE

PLATE

…" SKIN

W8x21

…" SKIN PLATE

AT PANEL POINTS)

& BOTTOM (TYP

•" STIFF PL TOP

TYP.

W6x15

PLATE TYP.

…" STIFF

BE 6"+/- HIGH TYP.

LOCATION SHALL

STIFF PLATE IN THIS

HOLES TYP.

2" DIA. DRAIN

T Y P

1' Š

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

105' 9ƒ" C/C OF CHAIN

6'-10

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

TOP ONLY TYP.

•" STIFF PLATE

…" SKIN PLATE

HOLES TYP.

2" DIA. DRAIN

T Y P

1' Š

BE 6"+/- HIGH TYP.

LOCATION SHALL

STIFF PLATE IN THIS

TOP ONLY

5 EQ. SP. TYP.

TOP ONLY

6 EQ. SP. TYP.

"16

5 PANELS @ 8'-6Ž" = 42'-10"16

8'-61'-6"

"16

5 PANELS @ 8'-6Ž" = 42'-10"16

8'-61'-6"

COUNTER WEIGHTS

1" DIA. HOLE FOR

SEE NOTES 6-8

W x

W x (F .C .M

W x

(F .C .M

W x

(F .C .M

W x

(F .C .M

W x

(F .C .M

W x

O W

0 2' 4' 6'

SCALE: …"=1'

SYMMETRICAL

CHORD

D/S

S P

E S

P L

CHORD

U/S

Q U

S-1192

T G

A T

T O

P A

N D B

O T

T O

M T

R U

S S

W x

(F .C .M

W x

(F .C .M

W x

(F .C .M

W x

(F .C .M

W x

(F .C .M

W x

O W

S P

SIM.

CHORD

D/S

CHORD

U/S

J S-3198

K S-3199

S-5194

S-5195

H S-5195

A S-1191

SECTION

SCALE: …"=1'-0"

TYPICAL AT ALL PANEL POINTS

S-3193

S-5194

S-5195

DETAIL

SCALE: …"=1'-0"

(THICKNESS 1" TO 6")

COUNTER WEIGHT

(NOTE: WALKWAY NOT SHOWN FOR CLARITY)

SCALE: …"=1'-0"

PLAN AT BOTTOM TRUSS

(NOTE: WALKWAY NOT SHOWN FOR CLARITY)

SCALE: …"=1'-0"

PLAN AT TOP TRUSS

CHAIN

P L

A N A

N D S

E C

CHAINLC CHAINLC

LC SYMMETRICAL

CHAINLC

K E

J S

T E

E L E

COUNTER WEIGHTS TO BE METALIZED AND PAINTED.8.

COUNTER WEIGHTS OF EQUAL SIZES TO BE PLACED NEAR SIDE AND FAR SIDE OF W14 WEB.7.

WELDED (SEE SPECIFICATION).

GALVANIZED FLAT WASHERS AND HEX NUT. BOLT TO BE FULLY TIGHTENED AND TACK

COUNTER WEIGHT TO BE BOLTED TO W14 WITH ‡" DIA. A325 GALVANIZED BOLT WITH 2 6.

FOR TRUSS FRAMING AND MISCELLANEOUS DETAILS SEE DRAWINGS S-3193 THRU S-5195.5.

S-3198 THRU S-3201.

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

FOR END TRUCK DETAILS, SEE DRAWINGS S-2196 & S-3197.3.

FOR WALKWAY DETAILS, SEE DRAWINGS S-1202 THRU S-3205.2.

DRAIN HOLES IN END TRUCK W40 WEBS AND ALL OTHER POCKETS.

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

NOTES:

C E

N T D

E C

A R

L O P .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

O O

S -1

.d g n

-A

P R -2

W P :d m s \L

M O

O S -1

.d g n

H T S

D E

T S

B U

R G

H D

T R

E R

T Y A

V E

T S

B U

R G

H P

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

E N

A M

P L

O T D

A T

A N

S I

O H

E R

W N -1

-B -0

…" SKIN PLATE

W10x33

PLATE

…" SKIN

PLATE

TYP.

PL •"x3"

•"x3" TYP.

STIFFENER PLATE

W.P.

W14x68

ON PLAN

LOCATION

•" PL

PLATE

W10x33

(CONTINUOUS)

PL •"x6"

SHOWN ON PLAN TYP.

•" STIFF PLATES AS

•" STIFF PL

W14x53•" STIFF PL's

W10x33

W6x15 W6x15

0 3" 6"

SCALE: 3"=1'

1'1' 2'0 6"

SCALE: 1•"=1'

TYP.

U.T.

TYP.

Q U

S-3193

T G

A T

M.P.

TYP.

M.P.

TYP.

TOP TRUSS

TYP.

M.P.

TYP.

M.P.

TYP.

M.P.

TYP.

SECTION

SCALE: 3"=1'-0"

SECTION

SCALE: 1•"=1'-0"

B S-1191

SECTION

SCALE: 3"=1'-0"

C S-1191

SECTION

SCALE: 3"=1'-0"

D S-1191

SECTION

SCALE: 3"=1'-0"

S-1192

DETAIL

SCALE: 1•"=1'-0"

S-1192

DETAIL

SCALE: 1•"=1'-0"

S-1192

DETAIL

SCALE: 3"=1'-0"

G S-5195

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

LC LC

K E

J S

T E

E L E

W14x120

W14x53 W14x53

W8x21 W8x21

C E

N T D

E C

A R

L O P .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

O O

S -3

.d g n

-A

P R -2

W P :d m s \L

M O

O S -3

.d g n

H T S

D E

T S

B U

R G

H D

T R

E R

T Y A

V E

T S

B U

R G

H P

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

E N

A M

P L

O T D

A T

A N

S I

O H

E R

W N -1

-B -0

TYP.

EDGES

ROUNDED

LOCATION ON PLAN

W10x33 ƒ"x6"

C O

M P

R E

S S

PLƒ"x8" (CONTINUOUS)

(3 PCS)

†"x2'-2•"

SEAL PLATE

DETAIL THIS SHEET

1"x3" BOTTOM SEAL, SEE

MAX SPACING 4•"

HEX HD & NUT W/WASHERS

†" DIA. SS BOLTS

EDGES), SEE DETAIL THIS SHEET

CLAMP BAR SS (ROUNDED

APPROVED EQUAL

HUNTINGTON BRAND NO 4508 OR

FLUOROCARBON FILM 0.06" THICK

ABRASION RESISTANT

BOLT

HOLE FOR

SCALE: 6"=1'-0"

BOTTOM SEAL

SCALE: 6"=1'-0"

CLAMP BAR

0 3" 6"

SCALE: 3"=1'

1' 2'0 6"

SCALE: 1•"=1'

0 3"1"

SCALE: 6"=1'

Q U

S-5194

T G

A T

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.

SECTION

SCALE: 1•"=1'-0"

SEE NOTE 1

AND FAR FLANGE.

TYP. NEAR FLANGE

S-1192

DETAIL

SCALE: 3"=1'-0"

S-1192

DETAIL

SCALE: 1•"=1'-0" 8

S-1192

DETAIL

SCALE: 1•"=1'-0"

S-1192

DETAIL

SCALE: 1•"=1'-0"

S-1191

DETAIL

SCALE: 1•"=1'-0"

G S-5195

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

LC LC

SPLICELC

M.P.

TYP.

K E

J S

T E

E L E

TYP.

W14x120

W14x145

W14x61

TYP.

BLOCKS,

NO EDGE

R.T. 100%

U.T. 100%

RELIEVE PRIOR TO COMPLETE CLOSURE.

TO SEAL. FABRICATED STRUCTURE SHALL BE STRESS

CLOSED OFF WITH A …" PLATE AND A FILLET WELD

THE WEB ADDED FOR STRESS RELIEF SHOULD BE

AND FLANGE/WEB OF W14x145. •" VENT HOLES IN

W14x68 SHALL BE COMPLETELY WELDED TO PLATE 1.

NOTES:

C E

N T D

E C

A R

L O P .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

O O

S -5

.d g n

-A

P R -2

W P :d m s \L

M O

O S -5

.d g n

H T S

D E

T S

B U

R G

H D

T R

E R

T Y A

V E

T S

B U

R G

H P

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

E N

A M

P L

O T D

A T

A N

S I

O H

E R

W N -1

-B -0

(NS & FS)

UPSTREAM ONLY

…" SKIN PL,

(NS & FS)

•" STIFF PL

(3 PCS)

†"x2'-2•"

SEAL PLATE

(CONTINUOUS)

PLƒ"x8"

•" STIFF PL

‚" THK P

TYP

T Y

"16

2'-8

C L

CLR

"16

1'-3

Ž" DIA, TYP

T Y

BACKER

NEOPRENE

‚" THK

SEE DETAIL ON S-5194

1"x3" BOTTOM SEAL

C O

M P

R E

S S

W14x61

W14x48

SPACING 6"

W/WASHERS MAX

HEX HD & NUT

C ‡" DIA. SS BOLTS

MAX SPACING 4•"

HEX HD & NUT W/WASHERS

C †" DIA. SS BOLTS

EDGES) SEE DETAIL ON S-5194

CLAMP BAR SS (ROUNDED

Q U

S-5195

T G

A T

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 2' 4' 6'

SCALE: …"=1'

0 3" 6"

SCALE: 3"=1'

1'1' 2'0 6"

SCALE: 1•"=1'

FLOW

G S-3193

G S-5194

SECTION

SCALE: 1•"=1'-0"

S-1191

DETAILS

SIMILAR

S-1191

H S-1192

SECTION

SCALE: 3"=1'-0"

S-1192

DETAIL (TYP)

SCALE: 1"=1'-0"

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

TYPICAL CROSS SECTION

SCALE: …"=1'-0"

LC LC

K E

J S

T E

E L E

W14x68

W14x61

DETAIL

SCALE: 1•"=1'-0"

W14x120

STAINLESS STEEL NYLOCK TYPE 18-8

NUTS - QTY: 6c)

STAINLESS STEEL TYPE 18-8, NEOPRENE BONDED

WASHERS - QTY: 6b) ƒ" DIAMETER

STAINLESS STEEL TYPE 304

HEXHEAD BOLTS - QTY: 6a)4.

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

RUBBERCAL OR SIMILAR MATCHING DIMENSIONS OF SIGN

ALL SIGNS SHALL HAVE A ‚" HARD NEOPRENE GRADE 70A BACKER FROM c)

YELLOW AS PER SPECIFICATIONS.

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

S30400

ALL STEEL SHALL CONFORM TO ASTM A240 STANDARDS, PLATE SHALL BE a)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:

THICKNESS PLUS THE THROUGH BOLTS.

ACCOMMODATE METALIZING AND PAINT COATING

GATE THROUGH HOLES TO BE SIZED TO 1.

NOTE:

C E

N T D

E C

A R

L O P .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

O O

S -5

.d g n

-A

P R -2

W P :d m s \L

M O

O S -5

.d g n

H T S

D E

T S

B U

R G

H D

T R

E R

T Y A

V E

T S

B U

R G

H P

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

E N

A M

P L

O T D

A T

A N

S I

O H

E R

W N -1

-B -0

CERTIFIED FINAL DOCUMENTS

FABRICATED 2016

XXX,XXX LBS.

GATE X

GATE FABRICATOR.

" 1

1'-0"1'-0"

7"5" "8

1'-3"8

1'-3

3'-11ƒ"

2'-61'-0" 5"

2'-4

10""4

1'-6

2'-7 "2

1'-4

1" 1"

1'-4"

8"8"

6"6"

1" PLATE

3" DIA. PIN

1'-0" "4

2'-6 7"

10""4

1'-6

2'-47"5"

1" DIA. x 2" DOWELS

WALL LINE

CONCRETE

L4x4x•

DOGGING HOOK

W40x167

W24x104

1" DIA.

ATTACHED TO GATE

1" END PLATE "16

1'-7"16

1'-7

"16

1'-8"16

1'-8

3'-4

1" PL TYP.

TYP.

1" PL

TYP.

3"R

TYP.

L2•x2•xŠ

TYP.

•" PL

BOLTS TYP.

ƒ" DIA. A325

TYP. AT ALL WHEEL LOCATIONS

B.C. NEAR SIDE ON 11•" DIA. B.C. FAR SIDE.

& TAP ƒ" - 10 UNC - 2B ON 10" DIA.

6 HOLES EQUALLY SPACED DRILL THRU

DOWELS

1" DIA. x 2"

DIA. PIN

FOR 3"

DIA. HOLE

3„"

1" PL

1'-0"

5" 7"

7 4"

TYP.

1"x4" PL's

M-5130

ASSEMBLY,

WHEEL

REFER TO

M-5130

ASSEMBLY,

WHEEL

REFER TO

DETAIL BELOW

SEE ENLARGED

8" DIA. OTHER SIDE

9•" DIA. THIS SIDE

MK M-5130-2

LINE BORE HOLE FOR PIN

PLATE MK M-5131-1

UPSTREAM BEARING

MK M-5131-3

LOAD ROLLER

MK M-5131-9

CLIP ANGLE TYP.

MK. M-5131-1

UPSTREAM BEARING PL

MK M-5131-9

CLIP ANGLE

MK M-5131-2

DOWNSTREAM BEARING PL

1"x4" PL's TYP.

W H

E E

T R

A C

W H

E E

ELEVATION

END VIEW

N.T.S.

ENLARGED DETAIL

1' 2'0 6"

SCALE: 1•"=1'

0 1' 2'

SCALE: 1"=1'

SECTION

SCALE: 1"=1'-0"

TYP.

ASSY.

TYP. @

T Y

TYP.

T Y

TYP.

T Y

TYP.

Q U

S-2196

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

SCALE: 1"=1'-0"

1 OPP HAND

1 AS SHOWN

END TRUCK

TYP.

SECTION

SCALE: 1"=1'-0"

C S-3197

D S-3197

DETAIL

SCALE: 1•"=1'-0"

S-3197

H E

E L

LC LC

W H

E E

T R

A C

J S

T E

E L E

K E

SIM

C E

N T D

E C

A R

L O P .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

O O

S -2

.d g n

-A

P R -2

W P :d m s \L

M O

O S -2

.d g n

H T S

D E

T S

B U

R G

H D

T R

E R

T Y A

V E

T S

B U

R G

H P

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

E N

A M

P L

O T D

A T

A N

S I

O H

E R

W N -1

-B -0

1'-0" "2

1"2

1'-4"

1'-6

1"4

•" BENT PL.

COTTER PIN

•" DIA.

1'-3"

•" BENT PL

ƒ" BENT PL

TYP.

…"x6" DIA. WASHER

Ž" DIA. TYP.

1'-0

3'-2

"16

1'-7"16

1'-7

8"8"

7"7"

8"8"

1'-4"

1"1"

1" 1"

1"1"

3"TO GATE

ATTACHED

END PLATE

1" PL

TYP.

1" PL

4•" R

TO TRUCK ASSEMBLY

END PLATE ATTACHED

PIN, THIS SHEET

SEE PICKUP PLATE

C .56" DIA THRU

CHAMFER°‚"x45

1'-7"2

1'-8"

C Œ" DIA THRU

CHAMFER°‚"x45

R ˆ"

THIS SHEET

PIN, SEE DETAIL

3" DIA. END TRUCK

DETAIL THIS SHEET

PLATE PIN. SEE

3" DIA. PICKUP

3ˆ" DIA. HOLE FOR

R ˆ"

SIDE VIEW

1' 2'0 6"

SCALE: 1•"=1'

TYP.

Q U

S-3197

T G

A T

E N

D T

R U

C K A

S S

E M

B L

TYP.

102'-9ƒ" C/C TRACK

0 3" 6"

SCALE: 3"=1'

1'0 1' 2'

SCALE: 1"=1'

S-2196

PICKUP PLATES

SCALE: 1•"=1'-0"

C S-2196

SECTION

SCALE: 1"=1'-0"

D S-2196

SECTION

SCALE: 1"=1'-0"

D E

T A

LC W40x167

K E

J S

T E

E L E

SCALE: 3"=1'-0"

MATERIAL: ASTM A276 TYPE 410

PICKUP PLATE PIN

SCALE: 3"=1'-0"

MATERIAL: ASTM A276 TYPE 410

END TRUCK PIN

C E

N T D

E C

A R

L O P .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

O O

S -3

.d g n

-A

P R -2

W P :d m s \L

M O

O S -3

.d g n

H T S

D E

T S

B U

R G

H D

T R

E R

T Y A

V E

T S

B U

R G

H P

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

E N

A M

P L

O T D

A T

A N

S I

O H

E R

W N -1

-B -0

6'-1

1'-1 "16

5'-0

8Ž"

CLIP CORNER 10"

1" PL

TYP.

L4x4x•

TO GATE

ATTACHED

PLATE

1" END

CONCRETE

EXISTING

FACE OF

GUIDE RAIL

EXISTING

FACE OF

CLEARANCE

PROPER

PROVIDE

SHIM TO

•" STIFF PL

BRG. PL 12"x1•"x1'-9•"

1""16

1'-79"9"9""2

1'-6"

"16

1'-0

"16

1'-2

1" 1""8

3'-2

2" 6"

W24x104

STIFF

SLOPE

ROLLER ON 1:20

TYPE 1 GUIDE

7"2

1'-2"

W24x104

PL TYP.

1" STIFF

1" PL

W40x167

W10x39

W24x104

SKIN PL

BELOW

†" SEAL PL

10"16

1'-7

4""2

"16

1'-7"16

1'-7

THIS DETAIL

SEE NOTE 1

1" PL TYP.

TYP.

W40x167

TYP.

W10x39

TYP.

4" C/C

HOLES @

Ž" DIA.

2" RAD

2Š" RAD

10'-6"

11'-4

R A

C K

1" PL

2" PL

1'-10"

PL (F.C.M.)

2" LIFTING

TYP.

1" PL

1'-10

10"8

1'-2

1'-4

2'-11

3'-1

7"2

2”" RAD

PL (F.C.M.)

2" DOGGING

CONCRETE

EXISTING

FACE OF

S-2196 & S-3197

SEE DWG'S

THIS SHEET

SEE DETAILS

TYP.

R •", DRAWING M-5132

DETAILS SEE

(F.C.M.), FOR

LIFTING PLATES

SPROCKET YOKE

TYP.

W14x145

PL's

1" STIFF

PL's TYP.

ƒ" STIFF

TYP.

F L

O W

SPROCKET (F.C.M.)

DOGGING HOOK (F.C.M.)

ROLLER

GUIDE

ROLLER

GUIDE

TYP.

THREADS TO PREVENT BOLTS FROM BACKING OFF.

(DRY). PROVIDE LOCKTITE 243 OR EQUAL ON BOLT

BOLTS TO 100 FT-LBS (LUBRICATED) OR 150 FT-LBS

BREAKING THROUGH THE BACKSIDE. TORQUE THE

DRILL AND TAP W40 FLANGE ƒ" DEEP WITHOUT 1.

NOTE:

TYP.

U.T. 100%

TYP.

U.T. 100%

TYP.

U.T. 100%

TYP.

U.T. 100%

TYP.

U.T. 100%

TYP.

U.T. 100%

Q U

S-3198

T G

L L

DETAIL

SCALE: 1•"=1'-0"

J S-1192

SECTION

SCALE: ƒ"=1'-0"

K S-3199

S-3200 19

S-3200

T Y

E N

D T

R U

C K A

S S

E M

B L

S E

C T

N S A

N D D

E T

S S

H E

E T

TO LEAF)

TRUCK

BOLTING

(AFTER

TYP.

SECTION

(NOTE: DOGGING PLATE NOT SHOWN)

SCALE: ƒ"=1'-0"

DOGGING HOOK (F.C.M.)

(NOTE: PICKUP PLATES NOT SHOWN)

SCALE: 1"=1'-0"

0 1' 2'

SCALE: 1"=1'

0 1' 2' 3'

SCALE: ƒ"=1'

0 2' 4' 6'

SCALE: …"=1'

1' 2'0 6"

SCALE: 1•"=1'

LC W14

U/S TRUSS

K E

J S

T E

E L E

& GUSSET PLATE

W14x145 & W40x167

& GUSSET PLATE

W14x145 & W40x167

W40x167

SCALE: …"=1'-0"

END ASSEMBLY PLAN

C E

N T D

E C

A R

L O P .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

O O

S -3

.d g n

-A

P R -2

W P :d m s \L

M O

O S -3

.d g n

H T S

D E

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B U

R G

H D

T R

E R

T Y A

V E

T S

B U

R G

H P

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

E N

A M

P L

O T D

A T

A N

S I

O H

E R

W N -1

-B -0

1'-3 "16

5'-2

"16

1'-8"4

1'-0"

A C

"16

7 "16

6'-0

6'-1"2

4'-4"4

10'-6"

"16

5'-3

5'-7

7 "2

1'-1"

PL 12"x1"x1'-9•"

1'-9

RECESS

FACE OF

UPSTREAM

PL TYP.

1" STIFF

"16

1'-7

W14

5'-11

1" PL TYP.

TYP.

…" SKIN PL

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

PL TYP.

ƒ"x5" STIFF

PL's ƒ" STIFF

TYP.

1" STIFF PL

1" GUSSET

W14x120

W14x82

T Y

NOTE 1

SEE

W1Ox39

1" GUSSET

GUSSET PLATE

TO OVERLAP

W8x31, COPE WEB

…" PL

2" PL

4"x4"x•" TYP.

1" STIFF PL TYP.

PL's

STIFF

ƒ"

1" GUSSET

W14x82

W14x120 ƒ"x5" STIFF PL

" TYP.4

2" PL DOGGING HOOK

1•" PL

OF RECESS

DOWNSTREAM FACE

GUSSET PLATE

TO OVERLAP

W8x31, COPE WEB

STIFF PL's

•" THICK

1" PL's STIFF TYP.

SEAL

TYP.

…" END PL

NO PAINTING

NO METALIZING

TRUSS

U/S

PLATE

SIDE SEAL

U S

TYP.

SIDE SEAL PLATE

TYP.

DETAIL

SCALE: ƒ"=1'-0"

0 1' 2' 3'

SCALE: ƒ"=1'

1' 2'0 6"

SCALE: 1•"=1'

Q U

S-3199

T G

A T

E N

D T

R U

C K A

S S

E M

B L

DETAIL

SCALE: 1•"=1'-0"

PLAN

S-3200

K S-1192

K S-3198

SECTION

SCALE: ƒ"=1'-0"

S E

C T

N S A

N D D

E T

S S

H E

E T

L C

TYP.

U.T.

TYP.

U.T.

TYP.

U.T.

SECTION

SCALE: 1"=1'-0"

TYP.

ALL ROUND

Š" FILLET

TYP.

U.T.

TYP.

SECTION

SCALE: 1"=1'-0"

0 1' 2'

SCALE: 1"=1'

WELDED ON.

FLANGE OF W10, FILLER PLATE TO BE

MOUNTING BOLTS MAY INTERFERE WITH 1.

NOTE:

K E

J S

T E

E L E

OTHERS.

FIELD WELDS WILL BE DONE BY 2.

THIS CONTRACT.

NOTE THE COATINGS LIMITATIONS FOR 1.

NOTE:

C E

N T D

E C

A R

L O P .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

O O

S -3

.d g n

-A

P R -2

W P :d m s \L

M O

O S -3

.d g n

H T S

D E

T S

B U

R G

H D

T R

E R

T Y A

V E

T S

B U

R G

H P

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

E N

A M

P L

O T D

A T

A N

S I

O H

E R

W N -1

-B -0

9" "16

6 9

"16

1'-7 ƒ" PL …" COVER PL

†" SEAL PL

…" SKIN PL

1" PL

†" PL

•" BAR

5'-11

W14x120

W40x167 W8x31

W14x145

VERTICAL

W14x68

W40x167 1" PL

1"PL

W14x145

W8x31 W14x120

3"RAD

TYP.

3"RAD

2'-0"

2'-0""4

2'-6

3'-0"

W40x167

1" DIA. A325 BOLTS (NOTE 1)

APPROX 4" C/C TYP.

L T

O T

A P

P R

O X

5'-11"8

2'-7"2

2'-7"4

910'-6""4

"16

5'-0"16

5'-5

2'-6""16

2'-6

SEE NOTE 2

SEAL THROUGH

GATE TO PASS RUBBER

1" END PLATE ON

CUT 2"x3" HOLE IN

1"x1" BACKING BAR

28"

…" COVER PL

2 "2

4"4

V A

1""2

"3 "4

CLAMP BAR 2"x…", SEE S-5194

1"x1" BACKING BAR

…" CHAM

CLAMP BAR 2"x…", SEE S-5194

NOTE 3

SEE

SEE DETAIL ON S-5194

1"x3" BOTTOM SEAL

1" END PL

W8x31 TYP.

W14x145 TYP.

S-5194

2x…", SEE

CLAMP BAR

SPACING

C/C MAX

PL's @ 9" ƒ" STIFF

MAX SPACING

PL's @ 9" C/C

11 - ƒ" STIFF ƒ" PL's

W/OVERSIZE WASHERS MAX SPACING 4•"

FOR ADJUSTMENT) HEX HD & NUT

SIZE HOLE TO Ž" TO ALLOW

†" DIA. SS BOLTS (OVER

ƒ" SS PL

SEE SECTION H, S-5195

†" DIA SS BOLTS

MAX SPACING 4•"

HEX HD & NUT W/WASHERS

†" DIA SS BOLTS

NUT

•" SS

BOLT

•" SS

SEAL, SEE DETAIL 21 ON S-3201

21 ON S-3201

SEAL, SEE DETAIL

SEAL

RUBBER

Q U

S-3200

T G

A T

TYP.

U/S TRUSS

EL. 667.0

D/S TRUSS

DETAIL

SCALE: 1•"=1'-0"

DETAIL

SCALE: 3"=1'-0"

S-3199

DETAIL

SCALE: 1•"=1'-0"

L S-1191

SECTION

SCALE: ƒ"=1'-0"

M S-3201

N S-3201

TYP.TYP.

S-3198

VERTICAL SEAL DETAIL

SCALE: 3"=1'-0"

S E

C T

N S A

N D D

E T

S S

H E

E T

E N

D T

R U

C K A

S S

E M

B L

0 1' 2' 3'

SCALE: ƒ"=1'

1' 2'0 6"

SCALE: 1•"=1'

0 3" 6"

SCALE: 3"=1'

TYP.

S-3198

DETAIL

SCALE: ƒ"=1'-0"

K E

J S

T E

E L E

NOTE 1 ON S-5194.

AFTER STRESS RELIEVING, PLUG HOLE WITH WELD. SEE

PUT •" VENT HOLE THRU WEB PRIOR TO RELIEVING. 3.

ACCOMMODATE STIFFENERS PER USACE APPROVAL.

HOLE SPACING MAY BE SLIGHTLY VARIED TO 2.

FOR ALL ASTM A325 BOLTS.

THREADS SHALL BE EXCLUDED FROM THE SHEAR PLANE 1.

NOTES:

C E

N T D

E C

A R

L O P .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

O O

S -3

.d g n

-A

P R -2

W P :d m s \L

M O

O S -3

.d g n

H T S

D E

T S

B U

R G

H D

T R

E R

T Y A

V E

T S

B U

R G

H P

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

E N

A M

P L

O T D

A T

A N

S I

O H

E R

W N -1

-B -0

1'-1Ž"

5Ž"

1" PL

…" COVER PL

†" SEAL PL

ƒ" PL

1" PL

†" SEAL PL

ƒ" PL

4 "4

"16

HEIGHT

@ 9" C/C FULL

ƒ" STIFF PL's

BAR

BACKING

1"x1"

FOR SEAL PASS THROUGH

REMOVE 3"x3‹" OF …" PL

1"x1" BACKING BAR

STL, SEE S-5194

CLAMP BAR 2x…" ST

MAX SPACING

PL's @ 9" C/C

11 - ƒ" STIFF ƒ" PL's

MAX SPACING

PL's @ 9" C/C

11 - ƒ" STIFF

SEE S-5194

CLAMP BAR 2"x…" SS, APPROVED EQUAL

HUNTINGTON BRAND NO 4508 OR

FLUOROCARBON FILM 0.06" THICK

ABRASION RESISTANT

…x45°CHAMFER

21, THIS SHEET

SEE NOTE 1 & DETAIL

21, THIS SHEET

SEE NOTE 1 & DETAIL

†" DIA SS BOLTS

TYP.

Q U

S-3201

T G

A T

M S-3200

SECTION

SCALE: 1•"=1'-0"

N S-3200

SECTION

SCALE: 3"=1'-0"

E N

D T

R U

C K A

S S

E M

B L

S E

C T

N S A

N D D

E T

S S

H E

E T

0 3" 6"

SCALE: 3"=1'

1'1' 2'0 6"

SCALE: 1•"=1'

K E

J S

T E

E L E

APPROVED EQUAL.

0.06" THICK HUNTINGTON BRAND NO 6404 OR

BE ABRASION RESISTANT FLUOROCARBON FILM

VERTICAL AND HORIZONTAL RUBBER SEAL TO 1.

NOTE:

S-3200

DETAIL

SCALE: 3"=1'-0"

C E

N T D

E C

A R

L O P .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

O O

S -3

.d g n

-A

P R -2

W P :d m s \L

M O

O S -3

.d g n

H T S

D E

T S

B U

R G

H D

T R

E R

T Y A

V E

T S

B U

R G

H P

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

E N

A M

P L

O T D

A T

A N

S I

O H

E R

W N -1

-B -0

4'-0"

PIPE RAILING

2" DIA. STD.

"16

5 PANELS @ 8'-6Ž" = 42'-10

MAX

"32

4'-3

BARS, 4" O.C.

ƒ"x‰" CROSS

TYP.

BAR ALL AROUND

1‚"x…" BANDING

BARS AT 1‰" C/C

1‚"x…" BEARING

FIELD WELD TO DIAGONAL

3"x‚" STRAP PL's -

F L

O W

OF GATE

SYM.

SCALE: •"=1'-0"

TYPICAL GRATING PLAN

2' 4'0 1'

SCALE: •"=1'

SPAN

GRATING

S P

A N

G R

A T

Q U

S-1202

T G

A T

A C

C E

S S W

A L

K W

A Y

(NOTE: END TRUCK NOT SHOWN FOR CLARITY)

SCALE: …"=1'-0"

WALKWAY - PLAN

(NOTE: END TRUCK NOT SHOWN FOR CLARITY)

SCALE: …"=1'-0"

WALKWAY - ELEVATION

0 2' 4' 6'

SCALE: …"=1'

S S-3204

R S-3204

P S-3203

Q S-3204

P L

A N A

N D E

L E

V A

CONTRACT SPECIFICATIONS.

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

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

PROVIDE ‚" CLEARANCE BETWEEN PANELS.4.

DIRECTION OF BEARING BARS IS SHOWN ON PLAN.3.

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

SEE SPECIFICATIONS

CENTER. CROSS BARS AT 4" CENTERS WITH …" BANDING BARS.

FOLLOWS: BEARING BARS 1‚"x…" SPACED AT 1‰" CENTER TO

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

GENERAL NOTES:

LC TRUSS

TOP

LC TRUSS

BOTTOM

K E

J S

T E

E L E

C E

N T D

E C

A R

L O P .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

O O

S -1

.d g n

-A

P R -2

W P :d m s \L

M O

O S -1

.d g n

H T S

D E

T S

B U

R G

H D

T R

E R

T Y A

V E

T S

B U

R G

H P

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

E N

A M

P L

O T D

A T

A N

S I

O H

E R

W N -1

-B -0

1'-4"

3'-5 2'-10"

"16

8'-6

"16

2"2"

GRATING

TOP OF

BAR •"x2•"

TOP OF

LADDER RUNGS

ƒ" DIA.

HAND RAIL

W14x68

HAND RAIL

BENT PLATE

10"x6"x•"

L4x4x…"

PLATE

1" END

L6x4x…"

W14x120

•" PL TYP. •" BOLT TYP.

V A

OUT TO OUT

2'-0"

BAR •"x2•"

W14x145

W14x82

SPAN

GRATING

NOT SHOWN

END TRUCK

FLOW

SECTION

SCALE: ƒ"=1'-0"

DETAIL

SCALE: 3"=1'-0"

LADDER RUNG DETAIL

SCALE: ƒ"=1'-0"

LOWER TRUSS

PLATFORM PLAN

0 3" 6"

SCALE: 3"=1'

1'0 1' 2' 3'

SCALE: ƒ"=1'

INTERCHANGEABLE.

EACH END OF GATE ARE NOT

FOR APPROVAL. LADDERS ON

PROVIDED BY CONTRACTOR

CONNECTIONS SHALL BE

LOCATION OF LADDER NOTE:

TYP.

Q U

S-3203

T G

A T

A C

C E

S S W

A L

K W

A Y

SECTION

SCALE: 3"=1'-0"

S E

C T

N A

N D D

E T

S S

H E

E T

T S-3205

U S-3205

V S-3205

W S-3205

S-3205

P S-1202

SECTION

SCALE: ƒ"=1'-0"

CLARITY.

SHOWN FOR

BOTTOM SEAL NOT

NOTE: SKIN PLATE AND

LC CHORD

BOTTOM

CHORD

TOP

K E

J S

T E

E L E

C E

N T D

E C

A R

L O P .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

O O

S -3

.d g n

-A

P R -2

W P :d m s \L

M O

O S -3

.d g n

H T S

D E

T S

B U

R G

H D

T R

E R

T Y A

V E

T S

B U

R G

H P

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

E N

A M

P L

O T D

A T

A N

S I

O H

E R

W N -1

-B -0

5'-3" 5'-3"

10'-6"

TOE PL 5"x1/2"

GRATING

BASE PL•"x4"x9"

GRATING

C8x11.5

"16

8'-6

"32

4'-3 "32

4'-3

4'-0"

3'-6"

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

BOLTS TYP.

•" DIA. A325

2" DIA. STD. PIPE TYP.

GRATING

C8x11.5

BASE DETAIL

SEE PIPE POST

IN PLACE TYP.

FOR HOLDING GRATING

PROVIDE CLAMP BARS

BOLTS TYP.

ƒ" DIA. A325

BOLTS TYP.

•" DIA. A325

TOE PL 5"x•"

DBL X POST

2" DIA. PIPE

PIPE POST TYP.

2" DIA. DBL X

TOE PL 5"x•"

WEB OF W14x53

FLOW

U/S TRUSS D/S TRUSS

BOTTOM TRUSS

SCALE: ƒ"=1'-0"

TYPICAL HAND RAIL DETAIL

SCALE: 3"=1'-0"

BASE DETAIL

PIPE POST (TYP)

0 1' 2' 3'

SCALE: ƒ"=1'

2' 4'0 1'

SCALE: •"=1'

0 3" 6"

SCALE: 3"=1'

WALKWAY

SPAN

GRATING

TYP.

Q U

S-3204

T G

A T

A C

C E

S S W

A L

K W

A Y

DETAIL

SCALE: 3"=1'

SECTION

SCALE: ƒ"=1'

Q S-1202

SECTION

SCALE: •"=1'

R S-1202

SECTION

SCALE: ƒ"=1'

S S-1202

SECTION

SCALE: 3"=1'

S E

C T

N A

N D D

E T

S S

H E

E T

LC LC

K E

J S

T E

E L E

TRUSS

UPPER

W14x120

CONTRACT SPECIFICATIONS.

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

ACCORDANCE WITH ASTM A123. SEE SPECIFICATIONS.

GRATING AND LADDERS SHALL BE HOT DIPPED GALVANIZED IN 8.

TO BE A572 GRADE 50.

ALL STRUCTURAL STEEL FOR ANGLE AND CHANNEL COMPONENTS 7.

GRADE 50, OR A709 GRADE 50, U.N.O.

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

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

PROVIDE ‚" CLEARANCE BETWEEN PANELS.4.

DIRECTION OF BEARING BARS IS SHOWN ON PLAN.3.

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

SEE SPECIFICATIONS

CENTER. CROSS BARS AT 4" CENTERS WITH …" BANDING BARS.

FOLLOWS: BEARING BARS 1‚"x…" SPACED AT 1‰" CENTER TO

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

GENERAL NOTES:

C E

N T D

E C

A R

L O P .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

O O

S -3

.d g n

-A

P R -2

W P :d m s \L

M O

O S -3

.d g n

H T S

D E

T S

B U

R G

H D

T R

E R

T Y A

V E

T S

B U

R G

H P

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

E N

A M

P L

O T D

A T

A N

S I

O H

E R

W N -1

-B -0

2" 1"2ƒ"

L4x4x…

1" END

…"x3"

BENT BAR

LADDER

PIPE TYP.

2" DIA. STD.

HAND RAILS

2" DIA. PIPE

AND GRIND SMOOTH

BOTTOM OF RAILING

PROVIDE PLUG WELD IN

THROUGH OUTER SLEEVE.

DRILL …" DIA. HOLES

FIT I.D. OF PIPE RAILING

INTERIOR SLEEVE TO

OF PIPE TYP.

ROUND EDGES

PLATE

1" END

CUT FROM L4x4x…

W8x31

L6x4x…

GRATING

10"x6"x•" BENT PLATE

LADDER LEG TYP.

PLACED UNDER EACH

‚" STIFF PLATE

W8x21

W14x68

1' 2'0 6"

SCALE: 1•"=1'

0 3" 6"

SCALE: 3"=1'

W8x31

TYP.

LADDER CONN. DETAIL

SCALE: 1•"=1'-0"

HAND RAIL CONNECTION DETAIL

SCALE: 3"=1'-0"

RAIL SPLICE DETAIL

SMOOTH TYP.

GRIND BURRS

TYP.

T S-3203

SECTION

SCALE: 1•"=1'-0"

U S-3203

SECTION

SCALE: 1•"=1'-0"

V S-3203

SECTION

SCALE: 1•"=1'-0"

S-3203

DETAIL

SCALE: 1•"=1'-0"

W S-3203

SECTION

SCALE: 1•"=1'-0"

Q U

S-3205

T G

A T

A C

C E

S S W

A L

K W

A Y

S E

C T

N A

N D D

E T

S S

H E

E T

LC LC

K E

J S

T E

E L E

C E

N T D

E C

A R

L O P .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

O O

S -3

.d g n

-A

P R -2

W P :d m s \L

M O

O S -3

.d g n

H T S

D E

T S

B U

R G

H D

T R

E R

T Y A

V E

T S

B U

R G

H P

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

E N

A M

P L

O T D

A T

A N

S I

O H

E R

W N -1

-B -0

4689-AA-2

SEE S. MORGAN SMITH CO. DRAWING

EXISTING MACHINERY BASE PLATE,

1" PLATE

GUSSET PLATE

1‚" PLATE

EXISTING MACHINERY

SEE GUSSET DETAIL

CONCRETE PIER FACE

•" PLATE

2'-3"

"16

4'-0 " - REFERENCE16

" - REFERENCE2

1'-10

511""8

IN CONTRACT

BASE PLATE, NOT

FUTURE MACHINERY

CONTRACT

INSTALLED ANCHOR, NOT IN

FUTURE ƒ" DIA. POST

GROUT PAD, NOT IN CONTRACT

FUTURE NON-SHRINK EPOXY

4Š"

MACHINERY BASE PLATES

THEORETICAL LOCATION OF

"16

9"16

"16

IN CONTRACT

NUT AND WASHER TYP., NOT

FUTURE 1" DIA. A325 HEX HEAD BOLT,

ƒ" RAD

FIELD DRILL 1„" DIA. DRILLED HOLES TYP.

HOLES TYP.

‡" DIA.

HOLES TYP.

‡" DIA.

W18x76

W36x256

SPACING

HEAD BOLTS @ 9"

1" DIA. A325 HEX

NOTE:

PLATE TO W-SECTIONS

FOR WELDMENT OF TOP

SEE BASE PLATE PLAN

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'

PLATE TO BE A709 GR 50

W SHAPES TO BE A992 GR 501.

NOTE:

Q U

S-5206

C H

E R

Y M

O D

A T

N S

T Y

A L D

E T

F A

B R

A T

N A

N D I

N S

T A

L L O

F L

T G

A T

K E

J S

T E

E L E

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

ALL DIMENSIONS ARE THEORETICAL.

NOTE:

REQUIRED PER GATE.

QUANTITIES SHOWN ARE THE TOTALS 1.

NOTE:

SCALE: 1"=1'-0"

QUANTITY: 8

PEDESTAL SIDE ELEVATION

C E

N T D

E C

A R

L O P .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

O O

S -5

.d g n

-A

P R -2

W P :d m s \L

M O

O S -5

.d g n

H T S

D E

T S

B U

R G

H D

T R

E R

T Y A

V E

T S

B U

R G

H P

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

E N

A M

P L

O T D

A T

A N

S I

O H

E R

W N -1

-B -0

4•"

1"4

1"2

" (HOLE) 32

2ƒ" RADIUS

ˆ" RADIUS

‚" RADIUS

" TYP.16

24„"

"16

…" DRILL

" RAD ON CORNERS

FOR LOCKING WIRE, 6 LOCATIONS

SCREWS 1" THREAD DRILL HEAD

SPACE FOR ƒ"-10UNC-2A X 2‚" CAP

DRILL SIX œ" DIA. HOLES EQUALLY

FITTING OR EQUAL

FURNISH ALEMITE

…" PIPE TAP-

TYP.

˜" X 1•"

SLOTTED HOLES

FN1 PRESS FIT W/ROLLER

C93700, 2.503" ±.001 DIA. AFTER

BRONZE BUSHING, ASTM B22

± .005

1 " DRILL

"32

1 " DRILL

10" DIA. B.C.

1 " DRILL

1…" DRILL

11•" DIA. B.C.

2 "

"32

8‚"1" 1"

13.938 +/- .000"

1"R

1" R

1"R

ROLLER BEARING ECS 3806

OUTER RACE OF AMERICAN

THICK, STRUCTURAL STEEL

13‚" O.D. X 10ƒ" I.D. X 1˜"

RETAINER RING

CASE BRONZE SPRING

SINGLE TYPE BRASS

9•" I.D. X 11•" O.D. X 1"

GARLOCK KLOZURE

17‚" O.D. X 9•" I.D.

BRONZE WASHER

…"R

‚"R

" 16

…" STD. PIPE PLUG

…" STD. PIPE COUPLING

…" STD. PIPE NIPPLE

WHEEL

DOUBLE FLANGED

MARK M-5130-8, 4 REQ'D EST WT 11.55 LBS.

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

8.003" I.D. X 1‡" ± " LG. O.D.

STAINLESS STEEL RING 9.500" O.D. X

1 "4

3"4

1'-3

1'-4

•" DIA.

1"X3" CAP SCREWS

2‚" DEEP FOR

1-8 UNC-2B X

DRILL AND TAP

ˆ"R

WITH HOLE IN INNER FACE

ASSEMBLE SO THAT GROOVE IN PIN LINES UP

SHAFT W/RADIUSED CORNERS

MACHINE •" X ‰" GREASE GROOVE INTO

LOCKING WIRE

SCREWS DRILL HEAD FOR

X 2‚" DEEP FOR 1"X3" CAP

DRILL AND TAP 1"-8UNC-2B

POSITION

DOWN WITH TRUCK IN WORKING

IN TRUCK WITH GREASE HOLD

•" DIA. GREASE PORT ASSEMBLE

6 LOCATIONS TYP.

BRONZE FLAT HD CAP SCREWS

X 1‚" DP FOR †" X 1•"

DRILL AND TAP †"-11UNC-2B

…" PIPE NIPPLE

FOR …" PIPE TAP, FIT

GREASE GROOVE, TAP

DRILL TO INTERSECT

5132-3

FOR BUSHING, SEE MARK

1" PIPE TAP ƒ" DEEP

SCALE: 3"=1'-0"

REQ'D 6 EST WT 62 LBS EACH

MARK M-5130-5 ASTM A148 CLASS 150-135

ROLLER

SCALE: 3"=1'-0"

REQ'D 12 EST WT 3 LBS EACH

MARK M-5130-6 ASTM A36

KEEPER PLATE

GATE.

AND M-5132 ARE FOR ONE

DRAWINGS M-5130, M-5131,

QUANTITES SHOWN ON1.

GENERAL NOTES:

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-5130-7 ASTM A276 TYPE 304

ROLLER PIN

AS NOTED

FINISH EXCEPT

SCALE: 3"=1'-0"

END COVERS

REQ'D 4 UNIT WEIGHT 51.33 LBS

ASTM A36

MARK M-5130-3 STRUCTURAL STEEL

REQ'D 4 UNIT WEIGHT 51.33 LBS

ASTM A36

MARK M-5130-4 STRUCTURAL STEEL

FINISH EXCEPT AS NOTED

(HOLE IS RECTANGULAR)

B U

C C

M-5130

T G

A T

E N

D T

R U

C K A

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

J L

O W

WHEEL ASSEMBLY

FOUR COMPLETE WHEEL ASSEMBLIES REQUIRED

SCALE: 3" = 1'-0"

DIA. B.C.

15‚

SCALE: 3"=1'-0"

REQ'D 4 EST WT 254.51 LBS EACH

MARK M-5130-2 ASTM A276 TYPE 302

-.001"

+.000"

-.001"

+.000"

AS NOTED

FINISH EXCEPT

WHEEL ASSEMBLY

FOR ONE COMPLETE

REQ'D 1…" LUBRICATION TUBE ASSEMBLY

REQ'D 6BRONZE FLAT HD CAP SCREWS

REQ'D 1AMERICAN 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-5130-1

/s J

O H

N N

E S P .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

O O

M -5

.d g n

-A

P R -2

W P :d m s \L

M O

M -5

.d g n

H T S

D E

T S

B U

R G

H D

T R

E R

T Y A

V E

T S

B U

R G

H P

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

E N

A M

P L

O T D

A T

A N

S I

O H

E R

W N -1

-B -0

4"4

1'-2"8

2'-0"

FIT WITH 1" DOWELS TYP.

FOR A 0.0005" TO 0.001" INTERFERENCE

DRILL 1" DIA. X 1" DEEP

Y P

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

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

43"3""2

52"2""2

1'-3"

3"2

L O

FOR MARK M-5131-7 TYP.

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

X A

" TYP.8

7" DIA.

Ÿ"1•"

TYP.

RAD ˆ"

1"8

"16

1•" X 45°CHAMFTER

BR6 SURFACE

1Ž" HEX HEAD

OVER

FINISH ALL

1"-8-UNC-2A

2""8

2 "8

6 1"

" 4 ƒ" PL

TYP.

•" DIA. HOLES

12 REQUIRED

WITH 125 FINISH,

O.D. X 2•" I.D. X ‰"

BRONZE WASHER 5•"

ASTM B 22 93700

2""16

1'-

"16

1'-3

MK M-5130-5

TYP.

ƒ" PL

TYP.

•" DIA. HOLES

12 REQUIRED

WITH 125 FINISH,

O.D. X 2•" I.D. X ‰"

BRONZE WASHER 5•"

ASTM B 22 93700

2 "16

1'-2 1"

2"2"

1.000"

2•" RAD. TYP.

CAP SCREW, TWO PLACES

1" X 2•" LG. HEX HEAD

DRILL THRU 1•" FOR

3"3"

8"2

1'-5"

L8X4Xƒ

FOR MARK M-5131-7

1‰" X 2" SLOT

MARK M-5131-3

M-5131-7 TYP.

X 2" DEEP FOR MARK

DRILL AND TAP 1"-8UNC-2B

" 4

SCALE: 3"=1'-0"

4 REQ'D UNIT WEIGHT 174 LBS

MARK M-5131-1 AISI-SAE 1045

UPSTREAM BEARING PLATE

NOTE: FINISH 125 ALL OVER

B U

C C

M-5131

T G

A T

E S

E N

D T

R U

C K A

S S

E M

B L

B E

A R

G P

L A

T E A

N D R

O L L E

R D

E T

E L E

U R

J L

O W

SCALE: 3"=1'-0"

4 REQ'D UNIT WEIGHT 360 LBS

MARK M-5131-2 AISI-SAE 1045

DOWNSTREAM BEARING PLATE

0 3" 6"

SCALE: 3"=1'

NOTE: FINISH 125 ALL OVER

T Y

7.005" ± 0.001" SLOT

NOTE: FINISH 125 ALL OVER

SCALE: 3"=1'-0"

4 REQ'D UNIT WEIGHT 174 LBS

MARK M-5131-3 ASTM A148, CLASS 150-135

LOAD ROLLER

SCALE: N.T.S.

8 REQ'D UNIT WEIGHT 0.4 LBS

MARK M-5131-8 ASTM A276 TYPE 440 S.S.

TAPERED DOWELED PIN

ROLLER

LOAD

PLATE

BEARING

UPSTREAM

R A

SCALE: 1"=1"

8 REQ'D UNIT WEIGHT 1.3 LBS

MARK M-5131-7 ASTM F593, 410 S.S.

SHOULDER BOLT

1Ž" HEX STOCK

NOTE: MAKE FROM

T H

R E

A D

N .C

SCALE: 1•"=1'-0"

4 REQ'D UNIT WEIGHT 29.3 LBS

MARK M-5131-6 (BRACKET) STRUCTURAL STEEL

GUIDE ROLLER TYPE 1

SIDE VIEW

TYP.

PLAN

(SHIMS TYP.)

SIDE VIEW

SCALE: 1•"=1'-0"

2 REQ'D UNIT WEIGHT 40.1 LBS

MARK M-5131-5 (BRACKET) STRUCTURAL STEEL

GUIDE ROLLER TYPE 2

PLAN

TYP.

SCALE: 6"=1'-0"

8 REQ'D UNIT WEIGHT 5.7 LBS

MARK M-5131-4 AISI-SAE 1045

ROLLER KEEPER

-0.001"

+0.001"

NOTE: FINISH 125 ALL OVER

-0.0015"

+0.000"

SCALE: 1•"=1'-0"

8 REQ'D UNIT WEIGHT 31.7 LBS

MARK M-5131-9 ASTM A709 GRADE 50

CLIP ANGLE

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

/s J

O H

N N

E S P .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

O O

M -5

.d g n

-A

P R -2

W P :d m s \L

M O

M -5

.d g n

H T S

D E

T S

B U

R G

H D

T R

E R

T Y A

V E

T S

B U

R G

H P

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

E N

A M

P L

O T D

A T

A N

S I

O H

E R

W N -1

-B -0

"16

•" DRILL

THICK

X 1Š"I.D. X „"

LEAD WASHER 2" O.D.

1" STD PIPE THREAD

FITTING A-1190

DRILL AND TAP FOR •" ALEMITE

2""2

1'-22"

1'-6

CHAMFER

TWO PLACES FOR MK M-5132-12

DRILL THRU 1Œ" DIA.

" NOM.4

" ± "2

1'-9

C O

U N

T E

R B

O R

1'-5.531" "4

FOR CONTINUATION

SEE DWG. S-3198

3"1'-4"3"

1'-10"

1'-2

1" PLATE, TYP.

FOUR PLACES

FOR MK M-5122-12

1•"-6UNC-2B

DRILL THRU AND TAP

9.625"

‰" RAD, TYP.

BOTH ENDS

CHAMFER „" X 45°

MK M-5132-10

GREASE FITTING

TAP •" NPTF FOR

TO INTERSECTION

DRILL •" DIA.

BOTH ENDS.

PIPE PLUB

TAP FOR …"

5…" DEEP &

DRILL …" DIA.

5 "8

1'-11

1'-9¯"

TWO PLACES

DRILL …" DIA. TO INTERSECTION

ˆ" RAD, TYP.

DRILL THRU •" DIA.

TYP.

ˆ" RAD

‚" MACHINE

SCALE: 3"=1'-0"

4 REQ'D UNIT WEIGHT 20 LBS

MARK 5132-2 ASTM A572, GR. 50

KEEPER PLATE

NOTE: CHAMFER ALL CORNERS AND EDGES ˆ"

NOTE: FINISH 125 UNLESS OTHERWISE NOTED.

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

NOTE: FINISH 125 UNLESS OTHERWISE NOTED.

ALLOWANCE

MATCHING SURFACE

104'-4‚" ± „" TO

H E

B U

C C

M-5132

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

J L

O W

0 3"1"

SCALE: 6"=1'

6"0 3" 6"

SCALE: 3"=1'

M E

T A

E A

R O

T E

T A

M A

C H

L D

T Y

F O

X ƒ

H K

CJP, TYP.

TYP.

DETAILED NOT PARTS OFLIST

NO.MARK REQ'D DESCRIPTION MATERIAL WITHUSED

M-5132-10 2 FITTING GREASE HEAD BUTTON1/2" EQUAL OR A1190ALEMITE M-5132-1

M-5132-11 4 PLUG PIPE3/8" M-5132-1

M-5132-12 8 H.H.C.S. LG. 3" X 1/2"-6-UNC-2A1 B7 GR. A193,ASTM M-5132-2

M-5132-13 8 WASHER LOCK SPRING HELICAL 1/2"1 STEEL GALVANIZED DIPPEDHOT -12M-5132-2, STRESS RELIEVE ALL PART.

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

FABRICATOR TO VERIFY TOLERANCE.6.

SEE REFERENCE DRAWINGS FOR SPROCKET DESIGN DETAILS.5.

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

FOR THE VERTICAL AND HORIZONTAL LOCATION OF THE LINEBORE, SEE DWG. S-3198.3.

QUANTITIES SHOWN ARE FOR (1) GATE.2.

LINEBORE SHALL BE PARALLEL TO HORIZONTAL TO ±0.005" OVER WIDTH OF YOKE.1.

NOTES:

/s J

O H

N N

E S P .E

P R

S O

A T

N N

D E

N E

D B

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.