Revised_Contract_Drawings_W911WN19B0002-002.pdf

SHEET ID (DRAWING NUMBER, DWG. NO)A-XXXX

DISCIPLINE DESIGNATOR AS PER

A/E/C/ CADD STANDARDS

SHEET TYPE DESIGNATOR AS PER

A/E/C CADD STANDARDS

DRAWING NUMBER

SHEET IDENTIFICATION KEY:

US Army Corps of Engineers ®

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CONTRACT DRAWINGS

SHEET NUMBER DRAWING TITLE

GENERAL

G-0020 COVERSHEET

G-0021-A CONTRACT DRAWINGS AND REFERENCE DRAWING INDEX

G-0022 GENERAL ABBREVIATIONS

G-6023 DIAGONALS - PRE-STRESSING METHOD (NOT IN CONTRACT)

G-6024 TOLERANCE PLAN AND SECTIONS

LOCK - MITER GATES

S-1001 PLAN - DOWNSTREAM GATE

S-2002 DOWNSTREAM ELEVATION

S-2003 UPSTREAM ELEVATION

S-1004 PLAN - GIRDER 1

S-1005 PLAN - GIRDERS 2 THRU 3

S-1006 PLAN - GIRDERS 4 THRU 6

S-1007 PLAN - GIRDERS 7 THRU 10

S-1008 PLAN - GIRDER 11

S-3009 SECTIONS AND DETAILS - SHEET 1

S-3010 SECTIONS AND DETAILS - SHEET 2

S-3011 SECTIONS AND DETAILS - SHEET 3

S-3012 SECTIONS AND DETAILS - SHEET 4

S-3013 SECTIONS AND DETAILS - SHEET 5

S-5014 MITER DEVICE DETAILS - SHEET 1

S-5015 MITER DEVICE DETAILS - SHEET 2

S-3016 STRUT CONNECTION - SECTIONS

S-5017-A STRUT CONNECTION - DETAILS

S-3018-A STRUT CONNECTION - SECTIONS AND DETAILS

S-2019 UPPER DIAGONAL ASSEMBLIES - SHEET 1

S-2020 LOWER DIAGONAL ASSEMBLIES - SHEET 2

S-3021-A DIAGONAL AND GUSSETS - SECTIONS AND DETAILS - SHEET 1

S-3022 PINTLE SOCKET - SECTIONS AND DETAILS - SHEET 1

S-3023-A PINTLE SOCKET - SECTIONS AND DETAILS - SHEET 2

S-5024-A PINTLE BALL - SECTIONS AND DETAILS

S-5025 PINTLE SOCKET - DETAILS

S-5026 PINTLE BASE - PLAN, SECTION AND DETAILS

S-1027 PINTLE GREASE LINE - PLAN AND ELEVATION

S-1028 PLAN - GUDGEON CONNECTION - SECTIONS AND DETAILS

S-5029 ANCHORAGE LAYOUT

S-5030-A ANCHORAGE DETAILS - SHEET 1

S-5031-A ANCHORAGE DETAILS - SHEET 2

S-5032-A ANCHORAGE DETAILS - SHEET 3

S-5033 MITER - CONTACT PLATE AND CONTACT BLOCKS

S-5034 QUOIN - CONTACT PLATE AND CONTACT BLOCKS

S-5035 QUOIN AND MITER - SECTION AND DETAILS

S-2036 DOWNSTREAM FENDER ELEVATION

S-5037 FENDER PROTECTION DETAILS - SHEET 1

S-1038 WALKWAY DETAILS - PLAN AND SECTION

S-3039 WALKWAY DETAILS - SECTIONS AND DETAILS

S-2040 ANODE UPSTREAM ELEVATION

S-2041 ANODE DOWNSTREAM ELEVATION

S-3042 CATHODIC PROTECTION SYSTEM - SECTIONS AND DETAILS

S-2043 TURNING FOOT - UPSTREAM ELEVATION

S-5044 TURNING FOOT - SECTIONS AND DETAILS

S-2045 LIFTING ARRANGEMENT

S-5046 LIFTING LUG - SECTIONS AND DETAILS

S-6047 DIAPHRAGM, GIRDERS, INTERCOSTAL, AND SKIN SCHEDULES

S-6048 STRUCTURAL CONNECTIONS SCHEDULE

S-9049 UPSTREAM AND DOWNSTREAM ISOMETRIC

S-9050 MISCELLANEOUS ISOMETRICS - SHEET 1

S-9051 MISCELLANEOUS ISOMETRICS - SHEET 2

S-9052 MISCELLANEOUS ISOMETRICS - SHEET 3

CONTRACT REFERENCE DRAWINGS

SHEET

NUMBER DRAWING TITLE

O-LNC-20/2.3 LOCK WALLS - PLAN - LOWER END

O-LNC-20/5.3 LOCK WALLS - ELEVATIONS - LOWER END

O-LNC-20/17.3 LOCK WALLS - GATE RECESSES - PLANS, SECTIONS, AND DETAILS

O-LNC-20/20.4 LOCK WALLS - MISCELLANEOUS MASONRY DETAILS

O-LNC-20/25.2 LOCK WALLS - UPPER & LOWER SILLS - PLANS AND SECTIONS

O-LNC-20/26.2 LOCK WALLS - UPPER AND LOWER MITER SILLS - DETAILS

O-LNC-20/32.2 LOCK WALLS - GATE ANCHOR AND PINTLE BASE - DETAILS

O-LNC-20/33.2 LOCK WALLS - WALL QUOIN POSTS & ANCHORS - PLANS, ELEVATIONS, SECTION & DETAILS

O-LNC-20/35.3 LOCK WALLS - MISCELLANEOUS METAL - MITER SILL SEAL ANGLE - FLOATING MOORING BITT ANCHORAGE

O-LNC-20/43.3 LOCKS - MITER GATE LATCHES - PLAN, SECTIONS, AND DETAILS

O-LNC-22/1.1 LOCKS - GATE OPERATING MACHINERY - ASSEMBLY

O-LNC-22/3.1 LOCKS - GATE OPERATING MACHINERY - SECTOR, SECTOR ARM, PISTON ROD COVER, AND DETAILS

O-LNC-22/5.1 LOCKS - GATE OPERATING MACHINERY - STRUT ASSEMBLY AND DETAILS

A

A

A

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A

1' - 5"

1/2"1' - 4 1/4" 1/4"x45° CHAMFER

1/4"x1/4"x10" LONG

GREASE GROOVES

E S-5017-A

DRILL AND TAP

FOR 1/4" GREASE

FITTING

5.247" +0.000" -0.001"

63FINISH ALL OVER

12 HOLES DRILL AND TAP 1" 8 UNC-2 FOR

1' - 6 1/2" BOLT CIRCLE

1' - 3"1' - 3"

/4

/4

C S-5017-A

R 9 1/4"

STRUT PIN CASTING TO SUPPORT BLOCK ON S-3018-A

1' - 2 1/2" DIA

1' - 10" DIA

D S-5017-A

R 9 1/4"

21.999" DIA

+0.000" -0.002"

DRILL AND REAM AFTER ASSEMBLY 12 HOLES FOR

1" DIA BOLTS ON S-3018 (STRUT PIN CASTING TO

SHEAR PLATE) AND S-3018 (STRUT PIN CASTING TO

TOP PLATE)

STRUT PIN BUSHING ON S-3018-A

PRESS FIT W/CASTING

15° 15°

NOTE: CASTING TO BE 100% RT

G1

EL 670.33

PL 1/2"x5" @

EA MC

STIFFENER PL

WT12

MC12

STRUT PIN ADJUSTING RING ON S-3018-A

STRUT PIN CASTING ON S-5017-A

STRUT PIN KEEPER RING ON S-3018-A

SHEAR PLATE ON S-5017-A

VERTICAL STRUT PIN ON S-3018-A

STRUT PIN CASTING ON S-5017-A

5/16

5/16

T/PLATE

PL 1/2x3"

3/8

MT, TYP

TOP PL 1 1/4"

/1

2' - 3 3/4"

1/2"x45°

CHAMFER

/4

/2

/2

+0.000" -0.001"

1/4" DRILL TO INTERSECT

BUSHING GROOVE TAP

1/2"-14 NPT FOR GREASE

HOSE

1' - 1 3/8"

10.375"

1 1/4"

3 1/8" R DRILL AND TAP FOR 3/4" -10 UNC-2x1 1/2"

DEEP FOR

FURNISH 3/4" PLAIN DROP FORGED STEEL

EYE W/MINIMUM WORKING LOAD OF 6,000

LBS TO BE USED WHEN ERECTING

HORIZONTAL STRUT PIN GREASE FITTING

STRUT TO STRUT PIN ON S-3018-A

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1 1/2" = 1'-0"

ASTM A668 CLASS G

1 REQUIRED

103 LBS

HORIZONTAL STRUT PIN

1 1/2" = 1'-0"

ASTM A709, GR 50

1 REQUIRED

1,085 LBS

SHEAR PLATE

1 1/2" = 1'-0"

ASTM A148 GR 80-50

2 REQUIRED

217 LBS

STRUT PIN CASTING

1/2 1 21

SCALE: 1"=1'-0"

0 0

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

1" = 1'-0"S-3016

B SECTION

1 1/2" = 1'-0"S-5017-A

C SECTION

1 1/2" = 1'-0"S-5017-A

D SECTION

1 1/2" = 1'-0"S-5017-A

E SECTION

/4

1" -8 UNC-2

/2

1" -8 UNC-2

/2

C STRUT

/4

/4

8.996"

+0.000" -0.002"

45° CHAMFER

.2

.0

-0 .0

45° CHAMFERDRILL & TAP 1"-8 UNC-2x1 1/2" DEEP.

FURNISH 1" PLAIN DROP FORGED STEEL

EYE BOLT W/MINIMUM WORKING LIMIT OF

9,000 LBS TO BE USED FOR ERECTING

VERTICAL STRUT PIN ON S-3018-A

L

/2

1/4"x1/8" GREASE

GROOVES, BREAK

SHARP EDGES

1 1/2"

/4

-1

U

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-2

.0

+0.001" -0.000"

.0

-0 .0

DRILL 2 HOLES FOR 1/2"x1"

DOWELS ON ASSEMBLY WITH

10.379"

A S-3018-A

STRUT PIN CASTING ON S-5017-A

G S-3018-A

10"

/8

R

5"5"

.9

.0

-0 .0

1" 4 1/2" 1"

/4

/4

6 1/2"

1" TYP

PL 3/4"

9/16" DIA HOLES FOR 1/2" HEX HD CAP

SCREWS ASSEMBLY W/HORIZONTAL

STRUT PIN ON S-5017 AND EXISTING

STRUT ARM

250FINISH ALL OVER

1' - 1 3/8" D

IA

9 1/16" D

IA

COAT SURFACE W/BOSTIK

BLACK MOLY OR EQUAL

DURING ASSEMBLY

.0

1" THK

.0

-0 .0

2' - 2" DIA

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3" = 1'-0"

ASTM A193 B8S

MARK F11A

12 REQUIRED

STRUT PIN CASTING TO TOP PLATE

3" = 1'-0"

ASTM A193 B8S

MARK F12A

12 REQUIRED

STRUT PIN CASTING TO SHEAR PLATE

1 1/2" = 1'-0"S-3018-A

G SECTION

1 1/2" = 1'-0"S-3018-A

A SECTION

6" = 1'-0"

ASTM F3125, GRADE A325

MARK F30A

1 REQUIRED

STRUT TO STRUT PIN

3"3"

SCALE: 6"=1'-0"

02 16"6"

SCALE: 3"=1'-0"

04 2

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

1 1/2" = 1'-0"

ALUM BRONZE, ASTM B 148

OR ASTM B505, UNS C95400

2 REQUIRED

47 LBS

STRUT PIN BUSHING

1 1/2" = 1'-0"

ASTM A668 CLASS G

646 LBS

VERTICAL STRUT PIN

3" = 1'-0"

ASTM A709, GR 50

KEEPER PLATE

1 1/2" = 1'-0"

1/16" THICK - 1 REQUIRED 1 LBS

1/8" THICK - 1 REQUIRED 2 LBS

1/4" THICK - 1 REQUIRED 4 LBS

ASTM A709, GR 50

STRUT PIN ADJUSTING RING

1 1/2" = 1'-0"

ASTM A709, GR 50

40 LBS

STRUT PIN KEEPER RING

DIAGONAL

GUSSET PLATE

2 5/8" DIA HOLE FOR

DIAGONAL END

5"8"8"5"

1/2

1/2MT,

TYP

1"

1"

/2 " P

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3/4

MT,

TYP

A S-3021-A

2' - 11"2' - 6"

C T

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2' - 11" 2' - 6"

1' - 2 1/2"5" L

L

DIAGONAL ROD ON S-3021-A

DIAGONAL ROD ON S-3021-ADIAGONAL ROD ON S-3021-A

DIAGONAL ROD ON S-3021-A

37' - 4 3/8" POSITIVE DIAGONALS

37' - 4 3/8" NEGATIVE DIAGONALS

3" MIN 3" MIN

WP

WP

1' - 5" 9" 1' - 5"

SPHERICAL NUT &

WASHER &

LOCKNUT, REFER

TO DETAILS 1 & 2,

S-2020

1" THK, ASTM A709,

GR 50T ZONE 2

5/16

5/16 3 SIDES TYP,

MT

R

' - 0

R

' - 6

5/16

5/163 SIDES TYP,

MT

E S

-3 -A

DIAGONAL

GUSSET PLATE

6"1' - 3"5" 5"1' - 3"6"

DIAGONAL

GUSSET PLATE

PL 5"x8"x1'-6"

CJP, UT, TYP

.0

PL 5"x8"x1'-6"

1/2

1/2

MT, TYP

1/2

1/2

1/2

1/2

MT, TYP

1/2

1/2

.0

OPENING FILLED WITH COPPS, K-009 OR EQUAL.

TO BE EQUAL PHYSICAL PROPERTIES SHALL BE

WITHIN 2% OF COPPS K-009 VALUES, TYP

3/4" PL3/4" PL

/2

1"

/2

/1

RT, UT, CJP

1' - 6"5"1' - 6"1' - 7"

5' - 0"

/2

2 1/2" DIA x 12"-8

UNRC, ROLLED

THREADS

US Army Corps of Engineers ®

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NOTES:

1. DIAGONAL SHALL BE STRAIGHT. THE CENTERLINE OF DIAGONAL SHALL

NOT DEVIATE MORE THAN 3/16" FROM THE THEORETICAL CENTERLINE.

2. FOR TENSIONER ASSEMBLY TO BE CONSIDERED AS AN APPROVED EQUAL

THE DEVICE WILL INCORPORATE A SPRING POWERED PISTON RETURN

MECHANISM AND A DRIVE GEAR METHOD OF NUT ROTATION. THE DEVICE

SHALL FIT IN THE SPACE AS DESIGNED.

3. SEE SPECIFICATIONS SECTION 35 20 16.33, "TESTING AND INSPECTION OF

THREADED FORGINGS".

4. PAINT ENTIRE FORGING AND DIAGONAL, EXCLUDING THREADS, PRIOR TO

INSTALLING THE DIAGONALS ON THE GATE LEAF. THE DIAGONAL THREADS

SHALL BE SHOP COATED WITH COSMOLINE IN LIEU OF PAINTING. COAT

UNPAINTED THREADS WITH MARINE GRADE ANTI-SEIZE LUBRICANT

PRODUCED BY LOCTITE CORPORATION OR SIMILAR PRODUCT PRIOR TO

INSTALLING HEAVY HEX NUTS.

1 1/2" = 1'-0"S-3021-A

E SECTION

1 1/2" = 1'-0"

DIAGONAL BAR

1 1/2" = 1'-0"S-3021-A

A SIDE VIEW - DIAGONAL

1" = 1'-0"

SIDE VIEW - DIAGONAL ROD

ASTM A668 CLASS L

SEE NOTE 4

1 1/2" = 1'-0"

SPLICE IS OPTIONAL, SUBJECT TO APPROVAL

TYPICAL DIAGONAL SPLICE DETAIL

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

111/2 1 21

SCALE: 1"=1'-0"

WP

WP

WP

WP

5 3/16

3' - 6 1/4"

1' - 8 3/4" 3"

1' - 6 1/2" 1' - 11 3/4"

/3

/8

/2

R

/4

' 5

B S-3023-A

C S-3023-A

D S-3023-A

CUT RUBBER SEAL TO FIT

TIGHT AND FLUSH

AGAINST CASTING

1 3/4" DIA HOLE FOR

GREASE PIPE

/8

/4

/4

C PINTLE

C P

IN

T

L E

5 13/16"

8 1/4"

2 SPACES @ 5 3/8"

R

/4

R 1' - 6"

/2

7 SPACES @ 5 3/8"

2 1/2"

90°

' 5

R

' - 0

/4

10 HOLES, DRILL AND TAP 3/4"

DIA 10 UNC-2x1 -1/4" DEEP FOR

/2

CAP SCREWS ON S-5024-A

L

L

E S-3023-A

45°

/2 " 1 1/2"

1 3/4"

1 1/2"

43°

1 1/2"

/2

/3

/4

5 1/2"

/2

3/16"x3/16" DEEP GREASE

GROOVES. BREAK SHARP

EDGES

T Y

P .0

+0.000" -0.001"

DRILL AND TAP

3/4" DIA NPT

45°

20°

5/16" DIA HOLE FOR

GREASE LINE

RETURN

21.000"

4 HOLES, DRILL &

TAP 1" DIA 8

UNC-2x1/4" DEEP

FOR PINTLE SOCKET

TO BUSHING - BOLT

ON S-5024

9"+0.005"

-0.000"

TRUNCATED CONE TO MATCH

FOR FULL BEARING WITH

SEE NOTE 4, S-3022

PINTLE CASTING ON S-3022

PROVIDE FULL BEARING WITH

PINTLE ON S-5024-A

S-3023-A

4 HOLES, DRILL AND TAP 1" DIA 8 UNC-2x1/4" DEEP

FOR

ON ASSEMBLY WITH

PINTLE SOCKET TO BUSHING - BOLT ON S-5024-A

PINTLE CASTING ON S-3022

1/8" RABBET

R 9.000"

/2 "1

/2 " 1

L

PINTLE CASTING ON S-3022

C P

IN

T

L E

21.000" +0.001" -0.000"

/4

/2

2"

4 HOLES, DRILL AND TAP 1" DIA 8 UNC-2x2 3/4" DEEP

FOR

ON ASSEMBLY WITH

PINTLE SOCKET TO BUSHING - BOLT ON S-5024-A

PINTLE CASTING ON S-3022

/2

1"

1 1/2"

/2

/2

CL GREASE RETURN LINE

COUNTERBORE CASTING 1 3/4"

DIA X 1/4" DEEP, DRILL THRU &

TAP FOR 1" DIA ASTM A312 TYPE

316, SCH 80 STAINLESS GREASE

LINE

O-RING 18" ID X 3/8" WIDE

(PROVIDE 4 - 2 EXTRA)

3/8" GREASE

RECOVERY GROOVE

STRUT PIN BUSHING ON S-3018-A

1 1/4"

/8

.0

-0 .0

R 1/32"

R 1/16", TYP

5/16"

/8

/8

/1

/8

.4

1/8"

/8

/2

US Army Corps of Engineers ®

SHEET ID

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A N

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A

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S H

E E

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S-3023-A

-F

E B

-2

W W

N B

/S S

T E

P H

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.E

E Q

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.J .B

CERTIFIED FINAL DOCUMENTS

O H

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E

R B

A S

IN

N

E W

C U

M B

E R

L A

N D

L O

C K

S A

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D A

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C H

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A T

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A /2

/1

R

E V

IS

E

D P

E R

A M

E N

D M

E N

T

1 1/2" = 1'-0"S-3022

A SECTION

1 1/2" = 1'-0"

ASTM B148, ALLOY C95400

340 LBS

LEFT LEAF

PINTLE BUSHING

1 1/2" = 1'-0"S-3023-A

B SECTION 1 1/2" = 1'-0"S-3023-A

C SECTION

1 1/2" = 1'-0"S-3023-A

D SECTION

3"3"

SCALE: 6"=1'-0"

02 1

6" = 1'-0"S-3023-A

E SECTION

6" = 1'-0"S-3023-A

1 DETAIL

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

/2

/8

PROVIDE FULL BEARING WITH

PINTLE BUSHING ON S-3023-A

1/2"x45° CHAMFER 1' - 5"

2' - 1"

.9

+0 .0

-0 .0

1/32" R IN

CORNERS

1/8" MINIMUM OF 22/12

CHROMIUM-NICKEL STAINLESS

STEEL CLADDING

0.006

S-5024-A

+/- 1/64"

S P H E R

IC

A L

R A D

IU

S

1' - 9" D

IA

.0

.0

DRILL AND TAP 5/8" DIA 11

UNC-2x1 3/8" DEEP FOR

PINTLE COVER BOLT ON S-5024-A

DRILL AND TAP 3/4" DIA 10

UNC-2x1 3/8" DEEP FOR

LIFTING EYE BOLT, THIS

SHEET

25/32"5 3/4"

3 5/8"2 1/8"

/1

/8 -7

U N

C -2

.0

-0 .0

3 1/4"25/64"

/4

-1

U

N C

-2

1 1/2" 25/64"

1 3/8"

/8

-1 U

N C

-2

3 1/4"5/8"

-8

U N

C -2

2 1/2" 13/32"

/4

" -1 U

N C

-2

/4

" -1

U N

C -2

3"13/32"

2 1/8"

/1

R1/32"

1/16"x45°

CHAMFER

R

1'

/3

2" D

IA

R

/2

SPLIT

.0

.0

3/8" PL

11/16" SLOTS TO PASS

PINTLE COVER BOLT ON S-5024-A

/8

3/4-10 UNC

M

IN

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

A

B

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C O

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H E

C K

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B Y

D R

A W

N B

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IS

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U E

D A

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P L O

T D

A T

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U .S

A

R M

Y C

O R

P S

O F

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A N

S I D

P

IT

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B U

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H D

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IC

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M

P

IN

T L E

B A

L L

S E

C T

IO

N

S A

N D

D E

T A

IL

S

S-5024-A

-F

E B

-2

W W

N B

/S S

T E

P H

E N

R S

T O

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.E

E Q

U

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E L /R

.J .B

CERTIFIED FINAL DOCUMENTS

O H

IO

R

IV

E

R B

A S

IN

N

E W

C U

M B

E R

L A

N D

L O

C K

S A

N D

D A

M A

U X

IL

IA

R Y

C H

A M

B E

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O W

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T R

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M M

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A T

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A /2

/1

R

E V

IS

E

D P

E R

A M

E N

D M

E N

T

1 1/2" = 1'-0"

ASTM A668 CLASS D

STRESS RELIEVE

940 LBS

SEE NOTE 1

PINTLE

6" = 1'-0"

TURNED BOLT - PINTLE SOCKET

ASTM A193 CLASS 2 B8

MARK F2A

22 REQUIRED

6" = 1'-0"

ASTM A193 B8

MARK F8E

3 REQUIRED

CONTACT SEAL - PULL BOLT

6" = 1'-0"

PINTLE COVER BOLT

ASTM F468 UNS C46400

F23A

6 REQUIRED

6" = 1'-0"

ASTM F468 UNS C46400

MARK F24A

4 REQUIRED

PINTLE SOCKET TO BUSHING

6" = 1'-0"

ASTM F468 UNS C46400

MARK F7D

10 REQUIRED

CAP SCREWS AT PINTLE CASTING

3"3"

SCALE: 6"=1'-0"

02 10

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

6" = 1'-0"

ASTM A193 B8

MARK F8F

3 REQUIRED

CONTACT SEAL - PUSH BOLT

6" = 1'-0"S-5024-A

2 KEYWAY DETAIL

1 1/2" = 1'-0"

ASTM A709, GR 50

121 LBS

PINTLE COVER

6" = 1'-0"

7/8" DIA X 3 1/2"

STEEL, FORGED ASTM A489

1 REQUIRED

EYE BOLT

NOTE:

1. PINTLE SOCKET, PINTLE, AND PINTLE BASE CASTING TO BE

RADIOGRAPHICALLY TESTED FOR DISCONTINUITIES & IMPERFECTIONS IN

ACCORDANCE WITH CONTRACT SPECIFICATIONS.

2' - 0"

5 3/4" 1' - 0 1/2" 5 3/4"

/2

/2

2"

2"

(6) 1 3/16" DIA HOLES FOR

PL 1"

GUDGEON PIN KEEPER PLATE BOLT ON S-5031-A

2 1/2" 2 1/2"

DRILL 5/16" DIA

TAP 2 1/2" DIA 4 UNC-2 FOR

.0

-0 .0

GREASE PLUG ON S-5031-A

° 2

' 0

.9

/4

/4

DRILL 5/16"

GREASE PORTS

DRILL 5/16"

GREASE PORTS

5"

/1

R 1' - 0"

R 11 1/2" R

3' - 1 7/32"

FCM

ALL AROUND

NOTE: DIMENSIONS AND

FINISH MARKS SAME AS

ANCHOR BAR 1

0.010

BAR 1 1/2"x1/2"x0'-2"

5' - 4 7/32"

R

R 1' - 2"R 1' - 2 1/2"

ALL AROUND

FCM

2 7/8"

R 10 1/2"

10 1/2"

7 5/8" EXACT

R

' - 3

R

/2

1 1/2"

R 2 7/8" 5"

2 7/8"

TOP & BOT SURFACES

2' - 1" FINISH

R

/1

0.010

BAR 1 1/2"x1/2"x0'-2"

5/16" WIDE GREASE

GROOVES, BREAK

SHARP CORNERS

/1

/8

+0.003 -0.000

+0.001 -0.000

2 HOLES DRILL 5/16" & TAP

FOR 3/8" DIA 10 UNC-2 x1 1/2"

DEEP FOR SET SCREW WITH

AND

ANCHOR BAR 1 ON S-5030-A

GUDGEON LINK ON S-5031-A

13.750" FN2 FIT

5/16" WIDE GREASE

GROOVES

12.000" RC5 FIT

R 1 3/4" R 3/4"

/8

/4

2 1/2" DIA 4-UNC-2

3 1/2"

/4

1/2

MT

1/2

MT

/4

/4

/2

+0.002" -0.000"

13.750" FN2 FIT W/ GUDGEON PIN BUSHING

A .005

.005 A

.005

.005 A

.005

.005 A

.005

.005 A

0.010

1/4

/2

/4

/4

/4

/4

+0.002" -0.000"

1/2

MT, TYP

3/8

MT

8.004" FN2 FIT W/ LINK PIN

A

.005

.005 A

.005

.005 A

0.010

.005

.005 A

.005

.005 A

1/4

2 LEGEND:

NCD DS AUX RX1

XX-XXXX

CONTRACT

NUMBER

PROJECT

LOCATION

X - TO REFLECT WALL:

L - LAND WALL

M - MIDDLE WALL

R - RIVER WALL

M - MITER

R - RECESS

L - LINK

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

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B Y

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P L O

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U .S

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S-5030-A

-F

E B

-2

W W

N B

/S S

T E

P H

E N

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T O

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.E

E Q

U

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N

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.J .B

CERTIFIED FINAL DOCUMENTS

O H

IO

R

IV

E

R B

A S

IN

N

E W

C U

M B

E R

L A

N D

L O

C K

S A

N D

D A

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U X

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A M

B E

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A /2

/1

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A M

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D M

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1" = 1'-0"

ASTM A709, GR 50

MK-S-5030-6 76 LBS

1 REQUIRED

GUDGEON KEEPER PLATE

1" = 1'-0"

ASTM A668 CLASS K

MK-S-5030-4 902 LBS

1 REQUIRED

GUDGEON PIN

1 1/2" = 1'-0"

ALUM BRONZE, ASTM B148

OR ASTM B505, UNS C95400

MK-S-5030-3 194 LBS

1 REQUIRED

GUDGEON PIN BUSHING

NOTES:

1. SEE SHEET S-5029 FOR ASSEMBLY LAYOUT.

2. PIECES INDICATED AS FRACTURE CRITICAL SHALL BE INSPECTED

BY RADIOGRAPHIC TESTING ON FULL BASE MATERIAL PRIOR TO

WELDING.

3. PRIOR TO PAINTING, THE HYDRAULIC STEEL STRUCTURE (HSS)

IDENTIFICATION NUMBERS IN 1/2" TALL CHARACTERS SHALL BE

LOW-STRESS DIE STAMPED INTO THE ANCHOR BARS AND LINK

PLATES IN THE LOCATIONS SHOWN USING THE LEGEND BELOW.

THE LOW-STRESS DIE STAMPS SHALL HAVE A MIN TIP RADIUS OF

0.020 INCH AND A NOMINAL IMPRESSION WIDTH FOR A 0.010 INCH

DEPTH OF 0.062 INCH.

3" = 1'-0"

ASTM A322

MK-S-5030-5

1 REQUIRED

GUDGEON PIN - EYE BOLT

1" = 1'-0"

ASTM A668 CLASS D

MK-S-5030-1 1,970 LBS

SEE NOTE 2 & 3

1 REQUIRED

ANCHOR BAR 1

1" = 1'-0"

ASTM A668 CLASS D

MK-S-5030-2 1,051 LBS

SEE NOTE 2 & 3

1 REQUIRED

ANCHOR BAR 2

6"6"

SCALE: 3"=1'-0"

04 20

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

1/2 1 21

SCALE: 1"=1'-0"

A

2' - 3" 5"

R 1 1 1

/2

R

R 1' - 2"

R 1' - 2 1/2"

FCM2 HOLES DRILL & TAP FOR 3/8" DIA 10

UNC-2 x 1 1/2" DEEP FOR

ASSEMBLY WITH

AND ANCHOR BAR 1 ON S-5030-A

GUDGEON PIN BUSHING ON S-5030-A

SET SCREW ON S-5031-A

/4

/4

/2

13/16" DIA

HOLES

FINISH ALL OVER

/1

/1

1 1/32" THK

FINISH ALL OVER

45° CHAMFER

/1

13/16" DIA

HOLE

+0.000 -0.002

/2

" 2

/1

/4

7.996" FN2 FIT

DRILL AND TAP 3/4" DIA

x 2"-10 UNC, PROVIDE

HEX HEAD BRASS PLUG

9"

/1

FINISH ALL OVER

/2

/2

/2

+0.002 -0.000

+0.002 -0.000

1/2

MT

8.000" FN2 FIT W/LINK PIN

13.750" FN2 FIT W/GUDGEON PIN BUSHING

3/8

MT

3/8

MT

1/8" WIDE x 1/16" DEEP GROOVE FOR 2 1/2" ID x 1/8" DIA NEOPRENE

O-RING

/8

2 1/2" 4 UNC-2

DRILL 5/16" & TAP

FOR 1/2-14 NPT PIPE

FOR LUBRICATION

2" 2"

/2

/3

3/4" -10 UNC-2

/1

/4

/4

1 1/8" 7 UNC-2

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

DRILL 13/16" DIA

HOLES

R 1" , TYP

1/2" PL

10 1/2"

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

S O

L

IC

IT

A

T

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N N

O

D E

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IG

N E

D B

Y

D E

S C

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IP

T

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B Y

D A

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C O

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C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

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IS

S

U E

D A

T E

P L O

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A T

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U .S

A

R M

Y C

O R

P S

O F

E N

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IN

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A N

S I D

P

IT

T S

B U

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H D

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:1

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M

A N

C H

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A G

E D

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A

IL

S

S H

E E

T

S-5031-A

-F

E B

-2

W W

N B

/S S

T E

P H

E N

R S

T O

L T

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.E

E Q

U

IN

N

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U C

IN

S

K I

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IC

K

E L /R

.J .B

CERTIFIED FINAL DOCUMENTS

O H

IO

R

IV

E

R B

A S

IN

N

E W

C U

M B

E R

L A

N D

L O

C K

S A

N D

D A

M A

U X

IL

IA

R Y

C H

A M

B E

R D

O W

N S

T R

E A

M M

IT

E

R G

A T

E

A /2

/1

R

E V

IS

E

D P

E R

A M

E N

D M

E N

T

1" = 1'-0"

ASTM A709, GR 50

MK-S-5031-13 19 LBS

1 REQUIRED

LINK PIN COLLAR

1" = 1'-0"

ASTM A709, GR 50

MK-S-5031-8 33 LBS

2 REQUIRED

GUDGEON PIN COLLAR

1" = 1'-0"

ASTM A668 CLASS K

MK-S-5031-12 260 LBS

1 REQUIRED

LINK PIN

1" = 1'-0"

ASTM A709, GR 50

MK-S-5031-9 - 1/16" THICK 2 LBS 2 REQUIRED

MK-S-5031-10 - 1/8" THICK 4 LBS 2 REQUIRED

MK-S-5031-11 - 1/4" THICK 8 LBS 2 REQUIRED

ADJUSTING RING

NOTES:

1. SEE SHEET S-5029 FOR ASSEMBLY LAYOUT.

2. PIECES INDICATED AS FRACTURE CRITICAL SHALL BE

INSPECTED BY RADIOGRAPHIC TESTING ON FULL BASE

MATERIAL PRIOR TO WELDING.

3. PRIOR TO PAINTING, THE HYDRAULIC STEEL STRUCTURE

(HSS) IDENTIFICATION NUMBERS IN 1/2" TALL CHARACTERS

SHALL BE LOW-STRESS DIE STAMPED INTO LINK PLATES IN

THE LOCATIONS SHOWN USING THE LEGEND ON S-5030. THE

LOW-STRESS DIE STAMPS SHALL HAVE A MIN TIP RADIUS OF

0.020 INCH AND A NOMINAL IMPRESSION WIDTH FOR A 0.010

INCH DEPTH OF 0.062 INCH.

1" = 1'-0"

ASTM A668 CLASS D

MK-S-5031-7 1,260 LBS

SEE NOTE 2 & 3

2 REQUIRED

GUDGEON LINK

1 1/2" = 1'-0"

ASTM A322

MARK F33A

1 REQUIRED

GREASE PLUG

6" = 1'-0"

ASTM F468 UNS C46400

MARK F27A

4 REQUIRED

SET SCREW

3"3"

SCALE: 6"=1'-0"

02 10

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

1/2 1 21

SCALE: 1"=1'-0"

1 1/2" = 1'-0"

ASTM A322

MARK F13A

6 REQUIRED

GUDGEON PIN KEEPER PLATE BOLT

1 1/2" = 1'-0"

LINK PIN KEEPER PLATE

ASTM A709, GR 50

MK-S-5031-14 5LBS

1 REQUIRED

A

DIA HOLE

9"

DIA HOLE

9"

/4

5/16

5/16

SEAMLESS MECHANICAL

TUBING, 10" OD x 9" ID, MK-S-5032-17

MK-S-5032-15

MK-S-5032-16

6 1/4" 6 1/4" 6 1/4" 6 1/4"

2' - 4"

1 1/2" 1 1/2"

/2

/2

/2

/2

7 5/16" 7 5/16"

(6) 13/16" DIA HOLES

SPOT FACE 1 1/2" DIA (2) 2 7/8" DIA

HOLES

R

1/2" T Y P

2 7/8"

FINISH ALL OVER

T H

R E

A D

/2

DIA

5 3/4"

T H

R E

A D

/2

2 7/8"

FINISH ALL OVER

R 2 7/8"

2.667"

R 2 7/8"

2 3/4" 4 UNC-2

R

/8

2"2.667"

R 10 1/2"

R 10 1/2"

2 3/4" 4 UNC-2

ROUND

CORNERS

1/8"x45° CHAMFER

/8

/4

2 3/4" DIA 4 UNC-2

STD HEX NUT , PLUG WELD

NUT AFTER ASSEMBLY WITH

CAP ON S-5032-A

2 3/8" DIA, MK-S-5032-27,

ASTM A193, GR B7

/8

/4

4 1/4" OD STUD WASHER,

MK-S-5032-28,

ASTM A709, GR 50

/2

/2

1 1/2"

2 1/2" THREAD BAR 1 1/2"x2x0'-9", MK-S-5032-31

PL 1/2"

HEX NUT

5/8" DIA ASTM A36

STUD, MK-S-5032-32

CJP

MK-S-5032-30

/8

/2

/8

/2

/8

/8 " 7

/4

/8

/8

1 1/2"

1/2"1/2" 6"

PL 1/2x9x0'-7 1/4", MK-S-5032-29

PL 1/2x9x0'-9 5/8" PJP

" 7

/2

/2

/2

/2

1' - 11 1/2"

1' - 7 1/2" 4"

3 1/8" 2 7/8"

11 1/2" 9 1/8"

R 3" R

2 7/8" 2 7/8"

/8

/8 "5

/4

/8

/2

/8

R

/4

PL 1/2"x9"x0'-7 1/4"

WEDGE PIN SUPPORT

PL 1/2"x9"x0'-9 5/8", W/(2)

5/8" DIA STUDS

BAR 1 1/2"x2"x0'-9"

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K S

IZ

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

P L O

T D

A T

E

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A N

S I D

P

IT

T S

B U

R G

H D

IS

T

R

IC

T L

IB

E

R T

Y A

V E

N U

E P

IT

T

S B

U R

G H

P A

/2

/2

:1

:0

P

M

A N

C H

O R

A G

E D

E T

A

IL

S

S H

E E

T

S-5032-A

-F

E B

-2

W W

N B

/S S

T E

P H

E N

R S

T O

L T

Z P

.E

E Q

U

IN

N

R K

U C

IN

S

K I

J N

IC

K

E L /R

.J .B

CERTIFIED FINAL DOCUMENTS

O H

IO

R

IV

E

R B

A S

IN

N

E W

C U

M B

E R

L A

N D

L O

C K

S A

N D

D A

M A

U X

IL

IA

R Y

C H

A M

B E

R D

O W

N S

T R

E A

M M

IT

E

R G

A T

E

A /2

/1

R

E V

IS

E

D P

E R

A M

E N

D M

E N

T

1" = 1'-0"

ASTM A709, GR 50

MK-S-5032-15 55 LBS 2 REQUIRED

MK-S-5032-16 42 LBS 2 REQUIRED

MK-S-5032-17 53 LBS 4 REQUIRED

CAP

3" = 1'-0"

ASTM A668 CLASS J

MK-S-5032-18 125 LBS

2 REQUIRED

WEDGE PIN (1)

3" = 1'-0"

ASTM A668 CLASS J

MK-S-5032-19 123 LBS

2 REQUIRED

WEDGE PIN (2)

1 1/2" = 1'-0"

MK-S-5032-27 27 LBS 4 REQUIRED

MK-S-5032-28 2 LBS 4 REQUIRED

STUD

3" = 1'-0"

ASTM A709, GR 50, UNLESS NOTED OTHERWISE

MK-S-5032-29 9 LBS 4 REQUIRED

MK-S-5032-30 12.5 LBS 4 REQUIRED

MK-S-5032-31 7.5 LBS 4 REQUIRED

MK-S-5032-32 0.5 LBS 8 REQUIRED

WEDGE PIN SUPPORT RETAINER

1" = 1'-0"

ASTM A709, GR 50

MK-S-5032-20 - 1/16" THICK 10 LBS 4 REQUIRED

MK-S-5032-21- 1/8" THICK 20 LBS 4 REQUIRED

MK-S-5032-22 - 1/4" THICK 40 LBS 4 REQUIRED

SHIM

3" = 1'-0"

ASTM A709, GR 50

MK-S-5032-23 - 1/4" THICK, LAMINATED 2 LBS 4 REQUIRED

MK-S-5032-24 - 1/2" THICK 4 LBS 4 REQUIRED

MK-S-5032-25 - 3 1/2" THICK 28 LBS 4 REQUIRED

MK-S-5032-26 - 6" THICK 48 LBS 4 REQUIRED

WEDGE PIN SUPPORT

6"6"

SCALE: 3"=1'-0"

04 20

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

1/2 1 21

SCALE: 1"=1'-0"

1. SEE SHEET S-5029 FOR ASSEMBLY LAYOUT.

NOTE:

WEDGE PIN SUPPORT RETAINER ASSEMBLY

A A