Drawings,_8-10-18.pdf

C O

R P

S

F

E N

G I N

E E

R S

U

A R

M Y

G I N

E

D I S

T R I C

T

W

L E

A N

S

N

L E

A N

L

U I S I A

N A

S O

L I C I T

A T I

S C

A L

E

D A

T E

P L

O T

P L

O T

D E S I G

N

B

D A

T E

D R

A

C H

E C

K

D E S I G

M E

S U

B M I T

T

F U

N C

T I O

N

A D

E R

S U

B M I T

T

C H I E

R U

C T

U R

A N

C H

A P

P R

O V

C H I E

G I N

E E

R I

V I S I O

N

A P

P R

O V

C O

L O

N E

S

T R I

G I N

E E

R

FILE NUMBER

DRAWING

OF

SCALE IN MILES

A R K A N S A S

SHREVEPORT

MONROE

O U

A C

H

IT

A

R I V

E R

R I V

E R

VICKSBURG

NATCHEZ

ALEXANDRIA

R E

D

R

IV

E R

LAKE CHARLES

MORGAN CITY

BATON ROUGE

L O U I S I A N A

M I S S I S S I P P I

T E X A S

N

LAKE

PONTCHARTRAIN

LAKE

BORGNE

G U L F O F

M E X I C O

40 400 80 120 160 200

V IC IN IT Y M A P

N E W O R L E A N S

M

IS

S

IS

S

IP

P I

L O

C A

T I

P

SCALE IN FEET

400200200

INDEX TO DRAWINGS

DESCRIPTIONDWG.

FILE NO.REFERENCE DRAWING

LOCATION MAP

GENERAL NOTES

GIRDERS G3 THROUGH G21 - PLAN AND SECTIONS

GUDGEON PIN CONNECTION - PLAN AND SECTIONS

MITER GUIDE - PLAN SECTIONS AND DETAILS

STRUT CONNECTION - PLANS, SECTIONS AND DETAILS

LIFTING DIAGRAMS

O

V

C K

M I S

S I S

S I P

V

I B

U T

A R I E S

OLD RIVER LOCK

GUSSETS - ELEVATION AND SECTIONS

FENDERS - ELEVATION, SECTIONS AND DETAILS

D A

T E

A P

P R

B

A

C

D

B

A

C

D

1 3 4 5

21 3 4 5

US Army Corps of Engineers

New Orleans District

GIRDER G22 - PINTLE CONNECTION AND SEAL DETAILS

MITER GATE - PLAN AND ELEVATIONS

GIRDERS G1 AND G2 - PLANS, SECTIONS AND DETAILS

PINTLE ASSEMBLY - CASTINGS AND DETAILS

GENERAL ARRANGEMENT

GIRDER G22 - PLAN, SECTIONS AND DETAILS

LIFTING EYES - LOCATION AND DETAILS

DIAGONALS - ELEVATIONS, SECTIONS AND DETAILS

PORT ALLEN LOCK

PORT ALLEN LOCK

STORAGE FACILITY

GANTRY CRANE TRACKS

OLD RIVER LOCKCONTROL

TOE OF LEVEE

TOE OF LEVEE

TAILBAY

BORROW PIT

OFFICE

PARKING

G A

T

EGATE

G A

T E

SHOP

W A

L L

HOUSE

GATE

TOE OF LEVEE

SECTION 3

P A

R K

IN

G

WAREHOUSE

GATE

G A

T E

PARKING

TOE OF LEVEE

GATE

PA

RKI

NG

WOODS

FOREBAY

N

TOE OF LEVEE

TOE OF LEVEE

OLD RIVER LOCK

SEPTEMBER 23 , 1993.

PREPARED FROM AERIAL PHOTOS FLOWN

PROJECTION IS SHOWN BY DASHED TICKS.

SOLID TICKS AND LAMBERT CONFORMAL CONIC

1983 NORTH AMERICAN DATUM IS SHOWN BY

INSIDE THE PLAN AREA, POLYCONIC PROJECTION

NOTES:

L A

MISSISSIPPI RIVER

T O

I

H-4-45023

SECTION 70

PARKING

GATE

GATE

GATE

GATE

P

TAILBAY

PARKING

PARKING

PARKING

PARKING

P

P A L

GATE

P

FOREBAY

TOE OF LEVEE

I R

N

TOE OF LEVEE

WOODS

PARKING

P

TOWER

P

RADIO

P

TOE OF LEVEE

TOE OF LEVEE

PARKING

PARKING

L A

DOCK

STORAGE

PEDESTALS

DOCK ELEVATION H-4-45023

H-4-45023

H-4-45023

H-4-45023

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

APPEARING ON THESE PROJECT DOCUMENTS ARE WITHIN THE

SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE NEW ORLEANS DISTRICT

NEW SPARE MITER GATES

N

A

T

T E S

H-4-48189

A U

G

H S D

G N

1 21

W P

B

A U

G

D P L

D J S

C O B

WALKWAY SUPPORT DETAILS

SPARE MACHINERY PARTS -1

SPARE MACHINERY PARTS -221

P O I N

U P

R I S

H

U I S I A

N A

STORAGE FACILITY

OLD RIVER LOCK

LOCK

PORT ALLEN

QUOIN AND MITER POSTS - ELEVATIONS AND DETAILS

SITE PLAN, LOCATION OF STORAGE PLANS3 OF 54

GATE TROLLEY ELEVATION

GATE TROLLEY PLAN

GATE TROLLEY SECTIONS

C

D

US Army Corps of Engineers

New Orleans District

D E S

C R I P

T I O

N D

A T

E D

E S

C R I P

T I O

N D

A T

E A

P P

R

M A

R K

M A

R K

A

A P

P R

S U

B M I T

T

C O

R

G I N

E E

R S

G I N

E

S

T R I C

L E

A N

S

N

L E

A N

U I S I A

N A

S O

L I C I T

A T I

D E S I

M E

S C

A L

E

D A

T E

P L

O T

P L

O T

D E S I

G I N

E E

R

D E S I G

N

D A

T E

D R

A

C H

E C

K

2.

3.

STEEL NOTES:

4.

5.

8.

1.

ALLOWANCES MUST BE MADE FOR MACHINING.

DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL DIMENSIONS;

TO PREVENT CORROSION BY MOISTURE BETWEEN STEEL SURFACES

IN CONTACT, ALL SUCH CONTACTS SHALL BE SEALED WATERTIGHT

(STAINLESS STEEL), SEE SPECIFICATIONS.

ITEMS MARKED C.R.S. SHALL BE CORROSION RESISTANT STEEL

GENERAL NOTES:

A

A

DWG. NO. WHERE

SECTION OR DETAIL

TAKEN

DWG. NO. WHERE

SECTION OR DETAIL

DRAWN

SECTION OR DETAIL SYMBOL

SECTION LETTER

OR DETAIL NUMBER

IDENTIFICATION

SECTION LETTER

OR DETAIL NUMBER

IDENTIFICATION,

TAKEN AND DRAWN

ON SAME DWG.

C

ABBREVIATIONS

C

CL

C.I.

C/L OR L = CENTER LINE

FF

ES

= CORROSION RESISTANT STEEL

= OPTIONAL

= CAST IRON

= DOWNSTREAM

= UPSTREAM

= ON CENTER

ALT. SP.

= UNLESS OTHERWISE NOTED

= CLEAR

FLG

= OUT TO OUT

O

V

C K

M I S

S I S

S I P

V

I B

U T

A R I E S

G E

N E

R

T E S

B.TO B.

3. UNLESS OTHERWISE NOTED, ALL BUTT WELDED JOINTS SHALL BE COMPLETE JOINT PENETRATION

BUTT WELDS AS PREQUALIFIED IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN WELDING

CONTRACTOR FOR APPROVAL. SEE SPECIFICATIONS.

2. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY AND INDICATE

ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED WELDING INFORMATION SHALL BE SUBMITTED BY THE

5. WELDING SYMBOLS AND WELD TESTING SYMBOLS ARE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY

6. WHERE FILLET WELD SIZE IS NOT SHOWN, THE SIZE SHALL BE THE MINIMUM REQUIRED IN ACCORDANCE

ACCORDANCE WITH THE SPECIFICATIONS.

4. UNLESS OTHERWISE NOTED, ALL GROOVE WELDED JOINTS SHALL BE COMPLETE PENETRATION

GROOVE WELDS IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN WELDING SOCIETY

10. WELD SYMBOLS SHOWN ARE TYPICAL FOR SIMILAR JOINTS UNLESS OTHERWISE SHOWN.

6.

SCALED. N.T.S. IS SHOWN ONLY WHERE DRAWING IS OBVIOUSLY

OUT OF SCALE.

SHOWN TO SCALE.

DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE

DIMENSIONS AND/OR ELEVATIONS MARKED THUS (N.T.S.) ARE NOT

1. ONE GATE COMPRISES ONE RIGHT LEAF AND ONE LEFT LEAF.

2.

3.

LEAF ON RIGHT SIDE OF CENTER LINE OF LOCK LOOKING

DOWNSTREAM IS CONSIDERED RIGHT LEAF OF GATE.

LEFT LEAF IS OPPOSITE HAND OF RIGHT LEAF UNLESS

NOTED OTHERWISE.

4. THE GATE LEAF AS A WHOLE SHALL BE OF ALL WELDED CONSTRUCTION.

TOLERANCES FOR MACHINE FINISHED SURFACES DEFINED BY NON-DECIMAL

DIMENSIONS SHALL BE 0.0156 INCHES.

6.

PROTECT ALL EXPOSED THREADS OF ALL THREADED MATERIAL WITH HEAVY

GREASE, CANVAS WRAPPED AND BOUND WITH SOFT WIRE.

7.

9.

SPLICING OF DIAGONALS, GIRDERS, AND DIAPHRAGMS SHALL ONLY BE PERMITTED

WHERE SHOWN ON THE DRAWINGS. ALL OTHER MEMBERS MAY BE SPLICED AT

LOCATIONS APPROVED BY THE CONTRACTING OFFICER.

10.

WELDING NOTES:

DIAPH = DIAPHRAGM

SPLICES IN THE SKIN PLATE SHALL BE MADE ONLY ALONG THE CENTERLINE

OF GIRDERS. SEE SKIN PLATE SPLICE DETAIL, DWG 4.

QUANTITIES SHOWN ARE FOR ONE (1) GATE LEAF UNLESS NOTED OTHERWISE.

UNLESS OTHERWISE NOTED.

11.

FOR "SURFACE TEXTURE".

1. ALL WELDING SHALL BE ELECTRIC ARC WELDING. WORKMANSHIP AND TECHNIQUE, WHERE APPLICABLE

= RADIOGRAPHIC TEST

= ULTRASONIC TEST

SHALL CONFORM TO AMERICAN WELDING SOCIETY STANDARDS AS REQUIRED IN THE SPECIFICATIONS.

SOCIETY, STANDARDS AS REQUIRED IN THE SPECIFICATIONS.

STANDARDS AS REQUIRED IN THE SPECIFICATIONS.

= LONGITUDINAL

= STIFFENER

MK 9-148-1

PART NUMBER

EXISTING DRAWING NUMBER

FOR REFERENCE ONLY

NEW DRAWING NUMBER

(THIS CONTRACT)

MARK NO. LEGEND

FILE NUMBER

DRAWING

2 OF

21 3 4 5

21 3 4 5

B

A

C

D

5. ELEVATIONS ARE IN FEET AND REFER TO NATIONAL GEODETIC

VERTICAL DATUM (N.G.V.D.).

8. ALL WELD ELECTRODES SHALL BE COMPATIBLE WITH MATERIAL BEING WELDED.

9. ALL WELDS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED.

FCM

FS

FOR REFERENCE ONLY

EXISTING DRAWING NUMBER

FOR REFERENCE ONLY

EXISTING PART NUMBER

MK 148-1 (NIC)

SURFACE FINISHES SHALL CONFORM TO ASME STANDARD B46.1 CODE

7. THE GENERAL LOCATION FOR NONDESTRUCTIVE WELD TESTING HAS BEEN SHOWN ON THE DRAWINGS AND IN THE

SPECIFICATION. THE CONTRACTOR SHALL DETERMINE THE SPECIFIC SIDE OR SIDES OF THE JOINT TO BE TESTED.

DETAILED TESTING INFORMATION SHALL BE SHOWN ON THE SHOP DRAWINGS AND SUBMITTED FOR APPROVAL IN

12.

13.

11. ALL SINGLE BEVEL WELDS SHALL BE BACK GOUGED.

H-4-48189

H S D

G N

N

A

T

T E S

W P

B

GATE DIMENSIONS TO BE VERIFIED PRIOR TO PAINTING

STANDARD SYMBOLS FOR WELDING, BRAZING AND NONDESTRUCTIVE EXAMINATION (AWS A2.4).

SPECIFICATION.

WITH PROVISIONS OF THE AMERICAN WELDING SOCIETY, D1.5, TABLE 2.1.

A U

G

A U

G

D P L

D J S

C O B

7.

8.

P O I N

U P

R I S

U I S I A

N A

FRACTURE CRITICAL TENSION BUTT SPLICES SHALL BE ULTRASONICALLY AND

RADIOGRAPHICALLY TESTED AS SHOWN ON THE DRAWINGS. ALL FULL

PENETRATION WELDS SHALL BE ULTRASONICALLY TESTED. 50 PERCENT OF ALL

WILL BE ALLOWED.

REQUIRED FOR WELDING. NO CLIPPING OF THE LONGITUDINAL STIFFENERS

CLIP CORNERS (1 ON 1) OF TRANSVERSE STIFFENERS AND DIAPHRAGMS AS

TRANSITIONED TO A 1 ON 2.5 BEVEL AS PER AWS D1.5, CLAUSES.

ALL SPLICED PLATES OF DIFFERENT THICKNESS AND WIDTHS SHALL BE

FILLET AND PARTIAL PENETRATION WELDS SHALL BE MAGNETIC PARTICLE TESTED.

ALL STRUCTURAL STEEL SHALL BE ASTM A709/A709M, GRADE 50,

BY RUNNING A CONTINUOUS „ '' FILLET WELD ALONG ALL EDGES

OF THE CONTACT, UNLESS OTHERWISE NOTED.

D/S, D.S.

C.R.S., CORR. RESIST. STEEL

COMM. = COMMERCIAL

O, DIA.

= CENTER TO CENTER

B.C. = BOLT CIRCLE

DWG. = DRAWING

G = GRIND

= NOT IN CONTRACT (EITHER EXISTING OR DONE BY OTHERS)

= NUMBER

= MINIMUM

= NEAR SIDE

= NATIONAL PIPE TAPER - FUEL

= PLATE

= RADIUS

= TRANSVERSE

= ROCKWELL HARDNESS C SCALE

= UNIFIED COARSE (THREAD)

FRACTURE CRITICAL MEMBERS ARE DEFINED IN SECTION C2, PARAGRAPH 2.4 OF THE

= WORKING POINT

= ALTERNATE SPACING

= BACK TO BACK

= CENTER

= DIAMETER

= EQUALLY SPACED

= FRACTURE CRITICAL MEMBER

= FAR FACE

= FLANGE

= FAR SIDE

= MARK

= MAGNETIC PARTICLE TEST

= NEAR FACE

= WORKING LINE

= HOT DIPPED GALVANIZEDGALV

GR

= HIGH STRENGTH

= GRADE

= MAXIMUM

= NOT TO SCALE

= OPPOSITE

= REQUIRED

= TYPICAL

= SPACES

= STANDARD

= ULTRA HIGH MOLECULAR WEIGHT (PLASTIC)

C-C, C.C.

SHALL BE MADE WITH FULL PENETRATION WELDS AND WELDS SHALL

WITH FILLET WELDS WITH A LEG SIZE EQUAL TO OR GREATER THAN

T/4, BUT WHICH NOT EXCEED 3/8". T SHALL BE DEFINED

BE ULTRASONICALLY TESTED.

AS THE THICKNESS OF THE THINNER PART BEING JOINED.

12. LONGITUDINAL STIFFENER SHALL BE CONTINUOUS. ANY SPLICES

13. GROOVE WELDS IN CORNER AND T-JOINTS SHALL BE REINFORCED

14. WELDS SHALL BE WRAPPED AND CONTINUOUS.

NF

OPT.

O.C.

W.L.

H.S.

U.O.N.

O.TO O.

MT

UT

LONG.

RT

STIFF

NIC

NO

MIN

MK

NS

NPTF

PL

R

TRANS

TYP

Rc

U/S, U.S.

UNC

W.P.

MAX

NTS

OPP

REQ'D

SPCS

STD

UHMW

B

A

C

D

B

A

C

D

1 3 4 5

21 3 4 5

C O

R

G I N

E E

R S

G I N

E

S

T R I C

L E

A N

S

N

L E

A N

U I S I A

N A

A U

G

0 2' 4'1' 3' 5'12''

SCALE: ƒ'' = 1'- 0''

US Army Corps of Engineers

D E S

C R I P

T I O

N D

A T

E D

E S

C R I P

T I O

N D

A T

E A

P P

R

M A

R K

M A

R K

New Orleans District

A P

P R

S U

B M I T

T

D E S I

M E

S C

A L

E

D A

T E

P L

O T

P L

O T

D E S I

G I N

E E

R

D E S I G

N

D A

T E

D R

A

C H

E C

K

DRAWING

FILE NUMBER

3 OF

O

V

C K

M I S

S I S

S I P

V

I B

U T

A R I E S

G E

N E

R

R A

N G

E M

E N

T

1. FOR GENERAL NOTES AND WELDING NOTES SEE DRAWING 2.

NOTES:

C

PIN

TLE

STRUT

PIN

W.P.

EXISTING GATE ANCHOR

C

QUOIN

C

ONTACT

EXISTING ANCHOR BAR

EXIS

T.

GUDGEON

LIN

K

C

PIN

TLE

N

T

D G

E

N

SCALE: ƒ"= 1'-0"

C

STRUT

PIN

PLAN

8x

COMPOSIT

E

MARIN

E

FENDER

SKIN

P

L

STRUT

PIN

B

EARIN

G

THIM

BLE

FLANGE

PL

W.L

E X

C E

O W

N

S Y

M M

E T

R I C

O

C K

W.P.

ANCHOR BAR

GATE ANCHOR

EXISTING

6'-3" RECESS (AT TOP)

4'-9" RECESS (BELOW)

MK 145-11

EXISTING

(NIC)

5'-1"

1'-6"

4'-4"

OPERATIN

G

PIN

R

ECES

S

9'- 7"

1'-11"

F

L A

N G

E S

9'- 6"

39'-5"

37'-6"

MITER

GUIDE

DOWNSTREAM SIDE

UPSTREAM SIDE

ž

H-4-48189

N

A

T

T E S

H S D

G N

MK

13-

-2

S O

L I C I T

A T I

W P

B

14' -7’

1'-

MK 20-145-4

D P L

D J S

C O B

A U

G

P O I N

U P

R I S

U I S I A

N

* CONTROL DIMENSIONS. SEE SPECIFICATION SECTION C-1

G

D P L

D J S

C O B

W P

B

BLOCK ''A''

JACK PEDESTAL

BLOCK ''A''

JACK PEDESTAL

BLOCK ''B''

JACK PEDESTAL

BLOCK ''B''

JACK PEDESTAL

B

A

C

D

B

A

C

D

1 3 4 5

21 3 4 5

C O

R

G I N

E E

R S

G I N

E

S

T R I C

L E

A N

S

N

L E

A N

U I S I A

N A

A U

G

DOWNSTREAM SIDE

UPSTREAM SIDE

0 5' 10' 15' 20'

SCALE: ‰'' = 1'- 0''

12''

0 2' 4'1' 3' 5'12''

SCALE: 1'' = 1'- 0''

0 2'1' 3'12''

SCALE: 1 •'' = 1' - 0''

2. ALL STEEL IN MITER GATES TO BE STRUCTURAL STEEL

UNLESS OTHERWISE NOTED.

3. RIGHT LEAF SHOWN, LEFT LEAF OPPOSITE HAND EXCEPT

AT MITER END.

4. SKIN PLATE TO BE SPLICED ALONG CENTER LINE OF

HORIZONTAL GIRDER.

5. FOR GIRDER DETAILS, SEE DRAWINGS 5, 6, AND 7.

DRAWING

FILE NUMBER

4 OF

O

V

C K

M I S

S I S

S I P

V

I B

U T

A R I E S

M I T

T E

P L

E V

A T I O

N S

US Army Corps of Engineers

D E S

C R I P

T I O

N D

A T

E D

E S

C R I P

T I O

N D

A T

E A

P P

R

M A

R K

M A

R K

New Orleans District

A P

P R

S U

B M I T

T

S O

L I C I T

A T I

D E S I

M E

S C

A L

E

D A

T E

P L

O T

P L

O T

D E S I

G I N

E E

R

D E S I G

N

D A

T E

D R

A

C H

E C

K

NOTES:

1. FOR GENERAL NOTES AND WELDING NOTES SEE DRAWING 2.

SCALE: 1" = 1'-0"

1DETAIL

G16

TYP

SCALE: 1 •"= 1'-0"

SKIN PLATE SPLICE DETAIL

G13

SCALE: ‰" = 1'-0"

QUOIN END ELEVATION

G22

G17

G19

G20

G21

G18

G15

G16

G14

DOWNSTREAM ELEVATION

SCALE: ‰" = 1'-0"

NOTE: DIAGONALS NOT SHOWN

C GUDGEON PIN

G9

G12

G11

G10

G8

G6

G7

G3

G5

G4

G2

G1

SCALE: ‰" = 1'-0"

PLAN

C OPERATING STRUT PIN

SCALE: ‰" = 1'-0"

UPSTREAM ELEVATION

SCALE: ‰" = 1'-0"

MITER END ELEVATION

C GIRDER

C GIRDER

MITER GUIDE

COVER PLATE

OPERATING PIN RECESS

COMPOSITE

MARINE

FENDER

DOWNSTREAM

FACE

3'-3 …"

4'-3 •"

FOR ALIGNING CONE DETAIL

SEE REFERENCE DWG. 20 OF 54

S Q

U A

R E

1"

NOTE:

3 •"R

UPSTREAM

FACE

PL •

4"

6"

SKIN PL •

SKIN PL •

WEB PL

U/S FLG. PL

11'-5 ‡"11'-5 ‡" 11'-5 ‡"

DETAIL "1"

OPP. HAND

DETAIL "1"

A C

4'-3 •"

TOP OF SILL

3'-2 …"

3'-2 „"

MITER

BEARING

1'-9 †"

4'-9 ‡"

4'-9 ‡"

3'-9 …"

4'-3 …"

3'-4 …"

3'-6 ƒ"

2'-10"

4'-10"

4'-10"

COMPOSITE MARINE FENDER

14'-7 ’"

41'-3"

S K

PL •x4"

SKIN PLATE

SKIN PLATE

4'-8"

H-4-48189

N

A

T

T E S

H S D

G N

6. DIAGONALS NOT SHOWN, SEE DRAWINGS 15, 16 AND 17.

43'-0 †" *

P O I N

U P

R I S

U I S I A

N A

SEE NOTE 4

C/L GIRDER

* CONTROL DIMENSIONS. SEE SPECIFICATION SECTION C-1

TYP CJP

CJP

1/4

UT

UT

B

A

C

D

B

A

C

D

1 3 4 5

21 3 4 5

C O

R

G I N

E E

R S

G I N

E

S

T R I C

L E

A N

S

N

L E

A N

U I S I A

N A

A U

G

RT

UT

RT

UT

RT

UT

RT

UT

G

RT

UT

G

UT

G

RT

UT

G

TYP

CRITICAL WELDS. ALL FILLET WELDS SHOWN

SHALL BE MAGNETIC PARTICLE TESTED.

SHOWN ARE FCM AND WELDS CONNECTED TO THEM ARE FRACTURE

NOTE:GIRDERS G1 AND G2, GUDGEON HOOD, AND ALL OTHER MEMBERS

0 2' 4'1' 3' 5'12''

SCALE: ƒ'' = 1'- 0''

0 2'1' 3'12''

SCALE: 1 •'' = 1' - 0''

6''

SCALE: 6'' = 1' - 0''

0 6''

CJP

C GIRDER G1

SCALE: ƒ" = 1'-0"

SECTION

D I A

P H

R A

C GIRDER G2

SCALE: ƒ"= 1'-0"

PL 1

DETAIL 1

WEB PL •

2. RIGHT LEAF SHOWN, LEFT LEAF OPPOSITE HAND.

3. BOLTS THROUGH FLANGES AND COMPOSITE MARINE

FENDERS SHALL BE SPACED TO CLEAR DIAGONALS.

4. FOR COMPOSITE MARINE FENDER CONNECTION

5. DRILL FLANGE FOR ƒ" DIA BOLTS @ 2'-0" C-C STAGGERED.

DRAWING

FILE NUMBER

5 OF

O

V

C K

M I S

S I S

S I P

V

I B

U T

A R I E S

G I R

D E

P L

A N

C T I O

T A I L S

US Army Corps of Engineers

D E S

C R I P

T I O

N D

A T

E D

E S

C R I P

T I O

N D

A T

E A

P P

R

M A

R K

M A

R K

New Orleans District

A P

P R

S U

B M I T

T

D E S I

M E

S C

A L

E

D A

T E

P L

O T

P L

O T

D E S I

G I N

E E

R

D E S I G

N

D A

T E

D R

A

C H

E C

K

NOTES:

1. FOR GENERAL NOTES AND WELDING NOTES SEE DRAWING 2.

STIFFENER BAR 5x1

DRILL 1 ˆ" DIA. HOLES

PLAN OF GIRDER G1

SCALE: ƒ"= 1'-0"

FLANGE PL 1x12

TOP PL 1 ‡"

W.P.

A

STRUT CONNECTION NOT SHOWN.

NOTE:

SKIN PL •

HOLE IN WEB

2" DIA. DRAIN

WEB PL • WEB PL …

GUSSET PL 1

A N

G E S

C STRUT PIN

.0

1'- 3"

DI

A

2"0 DRAIN

HOLES (TYP)

WEB PL …

B

SKIN PL •

C

B C

NOTE:

GUSSET PL 1

FOR LIFTING EYE DETAIL

(TYP BOTH ENDS)

LEAF-OPPOSITE HAND

ROLLER BRACKET SHOWN.

GUIDE BRACKET ON LEFT

MITER GUIDES

BAR 6x1 NS

AND FS

FLANGE PL

WEB PL •

W.P.

SHIMS

A D I A

P H

R A

C G2

C DIAPHRAGM

P L

PIN CONNECTION, SEE

FOR DETAILS OF GUDGEON

C G1

DIAPHRAGM

BULKHEAD PL …

C DIAPHRAGM

(BELOW G2)

C STRUT PIN

BULKHEAD PL …

SCALE: ƒ"= 1'-0"

SECTION A

C DIAPHRAGM

B C

DIAPHRAGM PL …

1'-10 Ž"1'-10 Ž"1'-10 Ž" 1'-10 Ž" 1'-10 Ž"

B C

C DIAPHRAGM

(FLANGE PL 1X12)

A

PL •

C DIAPHRAGM

SEE NOTE 5

BULKHEAD PL …

C DIAPHRAGM

3'-1 …"

C GUDGEON PIN

5'-7 •"

PLAN OF GIRDER G2

SCALE: ƒ"= 1'-0"

C DIAPHRAGM

(FF)

B C

FOR DETAILS OF STRUT PIN

BULKHEAD PL …BULKHEAD PL …

WEB PL •

WEB PL …

NOTE:

SKIN PL •

8x12 COMPOSITE MARINE FENDER

A N

G E S

2" DIA DRAIN

HOLES (TYP.)

B C

GUSSET PL 1

C DIAPHRAGM

WEB PL …

PL 1

PL •

W.P.

A

PL …

PL …

FLANGE

FLANGE

SECTION

SCALE: ƒ" = 1'-0"

B

SKIN PL •

PL 1

WEB PL •

SCALE: 6"=1'-0"

DETAIL

OR PL 1 „

FLANGE PL 1

WEB PL •

SKIN PL •

SCALE: 6"= 1'-0"

DETAIL 3

FLANGE PL

FLANGE PL

SCALE: 6"= 1'-0"

(TYP.)

4DETAIL

FLANGE PL

DRILL 1 Š" DIA FOR

CAP SCREWS (4 HOLES)

DRILL AND TAP FOR †"DIA

SCALE: 1 •" = 1'-0"

FOR ROLLER BRACKET

C G1

END PLATE

T O

P ƒ

PL1

ƒ ƒ ƒ ƒ ƒ

END PLATE

FOR GUIDE BRACKET

SCALE: 1 •" = 1'-0"

C G1 T O

P

DRILL 1 Š" DIA FOR

DRILL AND TAP FOR †"DIA

CAP SCREWS (4 HOLES)

END PL 1x16

PL 1

DETAIL

SCALE: 6"= 1'-0"

FLANGE PL

WELD

BACKING

3"

4'-3 •"

10 „"

1'-9 †"

6"

3'-11 •"

1'- 7"

8"

4"

11'-5 ‡" 11'-5 ‡"

41'-3"

2'-1 ƒ"

2'-3 Œ"

5'-7 •"

2'-3 Œ"

4'-3 •"

3'-1 …"10 „"

1'-9 †"

2'-1 ƒ"

4"

4"

3'-11 •"

1'- 4"

8"

9'-7"

4"

2'-9"

2'-3 Œ"

22'-11 ƒ"

16'-4 œ" TO WP

2'-3 Œ"2'-3 †" 2'-3 Œ"

2'-1 ƒ"2'-1 ƒ" 2'-1 ƒ"

2'-3 Œ" 2'-3 †" 2'-3 Œ"

41'-3"

1'-8 •" ž

OPERATING PIN RECESS

9'-6"

B.C.

Œ

10 „"

2"

4"

11'-5 ‡"

4"

4"

2"

5'-3 •"

4'-3 •"

3'-1 …"

6"

2"

4" 3'-11 •" ƒ

V E

L

4 •"

1'-4"

7"

4 •"

10 „"

2'-3 Œ" 2'-3 Œ" 2'-3 Œ" 2'-3 †"

2'-3 Œ" 2'-3 Œ" 2'-3 Œ"

11'-5 ‡"

2'-3 Œ" 2'-3 Œ"

PL •"

GROUND

BACK

4"

2'-3 Œ" 2'-3 Œ"

5'-3 •" 3'-1 …"

4'-3 •"

4" 3'-11 •"

Š

Œ

1 ƒ"

1'-4"

1'-0 •"

1 ƒ"

FLANGE PL •x12

FLANGE PL …x6…

FLANGE PL …x12

FLANGE PL •x12

1„x12

STIFFENER BAR …x5

BAR 4x…

FLANGE PL …x12

PL …x9"

STIFFENER BAR 5x…

FLANGE PL •x12

L4x4x•

L3•X3X…

L4x4x• PL …x8

STIFFENER L4x3x… (SPACE WITH INTERCOSTAL)

FLANGE PL …x12

BAR 4x…

STIFFENER BAR 5x…

INTERCOSTAL L3X2 •x…

PL …x8

PL …x9

•x12

PL •x12

•x12 FLANGE PL •x12

STIFFENER BAR 5x…

STIFFENER BAR 5x…

STIFFENER BAR 5x…

STIFFENER BAR 5x…

S T I F F

E N

R x

FLANGE PL •x12

FLANGE PL …x6…

…x6… …x6…

WEB PL •

BAR 4x…

BAR 4x…

BAR 8x…

10'' 10''

BAR 5x1

STIFFENER

UT

DETAIL 2

DETAIL 5

DETAIL 4

DETAIL 3

DETAIL 1

DETAIL 2

WT12X42

Š‚

1„x12

FLANGE PL

WT12X42

FS

WT12X42,

2'-10''

STIFFENER BAR 5x… NF

STIFFENER BAR 5x… FF

FLANGE PL 1 x12

Binary

NS & FS

FLANGE PL •x5ƒ

H S D

G N

N

A

T

T E S

H-4-48189

PLATFORM, SEE DRAWING 13.

DRAWING 11.

FOR DETAILS, SEE DRAWING NO. 13. FOR GUSSET PLATE DIMENSIONS, SEE DRAWING 16.

SEE DRAWING 18.

SEE DRAWING 12.

MK 12-152-16(8 HOLES)

MK 12-152-16(8 HOLES)

S O

L I C I T

A T I

W P

B

1" R

R

R

R

DETAILS, SEE DRAWING 17.

FCM

6. LONGITUDINAL STIFFENER SHALL BE CONTINUOUS. ANY SPLICES

DRILL AND COUNTERBORE COMPOSITE MARINE FENDER TO MATCH.

SHALL BE MADE WITH FULL PENETRATION WELDS AND WELDS SHALL

BE ULTRASONICALLY TESTED.

(CONTINUOUS)

STIFFENER BAR 5x… NF AND FF

A U

G

D P L

D J S

C O B

UT

UT

UT

P O I N

U P

R I S

U I S I A

N A

END PL 1

INTERCOSTAL L3x2•x…

CJP FCM

CJP

CJP FCM

TYP

UT

PL…

CJP

CJP

CJP

CJP

BACKING WELD

CJP WITH

BACKING WELD

CJP WITH

CJP WITH

BACKING

WELD

CJP

CJP

CJP WITH

BACKING WELD

7. WELDS SHALL BE WRAPPED AND CONTINUOUS.

8. GROOVE WELDS IN CORNER AND T-JOINTS SHALL BE REINFORCED

WITH FILLET WELDS WITH A LEG SIZE EQUAL TO OR GREATER THAN

T/4, BUT WHICH NOT EXCEED 3/8". T SHALL BE DEFINED

AS THE THICKNESS OF THE THINNER PART BEING JOINED.

CJP WITH

TYP

TYP TYP

TYP

TYP

TYP

CONNECTION

GUDGEON PIN

TYP

TYP

TYP

TYP

TYP

TYP

TYP TYP

TYP

TYP

TYP

TYPTYP

TYP

TYP

TYP

TYP

TYP TYP

TYP

TYP

FS

WT12X42,

2'-10''

2'-10''

2'-10''

GUSSET PL 1

B

A

C

D

B

C

D

1 3 4 5

21 3 4 5

C O

R

G I N

E E

R S

G I N

E

S

T R I C

L E

A N

S

N

L E

A N

U I S I A

N A

A U

G

RT

UT

G

RT

UT

G

RT

UT

G

RT

UT

G

TYP

UT

CJP

* TYPICAL WELDS

SCALE: ƒ" = 1'-0"

ENDS OF GIRDERS G1 THRU G21

CONNECTED TO THEM ARE FRACTURE CRITICAL WELDS.

ON GIRDERS G3 THROUGH G22 ARE FCM. ALL WELDS

NOTE: ALL OF GIRDERS G1 AND G2 ARE FCM, AND DOWNSTREAM FLANGES

0 2'1' 3'12''

SCALE: 1 •'' = 1' - 0''

0 2' 4'1' 3' 5'12''

SCALE: ƒ'' = 1'- 0''

WELDS SEE GIRDER G2 DWG. 5

NS, FS GIRDERS G21, FOR

WT12X42, FS GIRDER 20;

FOR WELDS SEE GIRDER G2 DWG. 5

WT12X42, NS GIRDER G3;

2. RIGHT LEAF SHOWN, LEFT LEAF OPPOSITE HAND.

3. BOLTS THRU FLANGES AND COMPOSITE MARINE

FENDERS SHALL BE SPACED TO CLEAR DIAGONALS.

1. FOR GENERAL NOTES AND WELDING NOTES SEE

4. FOR GIRDER G1 AND G2 SEE DRAWING NO. 5.

DRAWING

FILE NUMBER

6 OF

O

V

C K

M I S

S I S

S I P

V

I B

U T

A R I E S

G I R

D E

R O

U

P L

C T I O

N S

US Army Corps of Engineers

D E S

C R I P

T I O

N D

A T

E D

E S

C R I P

T I O

N D

A T

E A

P P

R

M A

R K

M A

R K

New Orleans District

A P

P R

S U

B M I T

T

S O

L I C I T

A T I

D E S I

M E

S C

A L

E

D A

T E

P L

O T

P L

O T

D E S I

G I N

E E

R

D E S I G

N

D A

T E

D R

A

C H

E C

K

DRAWING 2.

NOTES:

SKIN PL:

NOTE:

C GUDGEON PIN

PL ƒ

A

W.P.

PL 1

C DIAPHRAGM

STIFFENER

PL …

PL •

(SEE SECT

WEB PL

"A-A")

WEB

HOLES (TYP)

SCALE: ƒ" = 1'-0"

SECTIONAL PLAN

2" DIA DRAIN

HOLES (TYP)

C DIAPHRAGM

PL …

FLANGE

8x12 COMPOSITE MARINE FENDER

B

B

C DIAPHRAGM

C

C

PL …

PL …

PL •

WEB

WEB PL

C DIAPHRAGM

PL ƒ

(SEE SECT

"A-A")

PL 1

W.P.

A

HOLES (TYP)

2"0 DRAIN

DRILL AND COUNTERBORE FENDER TO MATCH.

DOWNSTREAM ELEVATION

SCALE: ƒ" = 1'-0"

FLANGE PL

(SEE PLAN)

G3 THRU G5 WEB PL •"

G6 THRU G21 WEB PL ƒ"

STIFFENER

PL •

DIAPHRAGM

C DIAPHRAGM

PL …

STIFFENER

SCALE: ƒ" = 1'-0"

SECTION

STIFFENER

A

DIAPHRAGM

PL …

WEB

(SEE PLAN)

SKIN PL

PL …

DIAPHRAGM

STIFFENER

FLANGE

C DIAPHRAGM C DIAPHRAGM

PL •

DIAPHRAGM

G6 THRU G21

WEB PL •

WEB PL ƒ

G3 THRU G5

C DIAPHRAGM

(SEE PLAN)

COVER PL

(SEE PLAN)

SECTION B

SCALE: 1 •" = 1'-0"

WEB PL …

(SEE PLAN)

FLANGE PL

DIAPHRAGM PL …

SKIN PL

CSECTION

SCALE: 1 •" = 1'-0"

COVER PL

(SEE PLAN)

(SEE PLAN)

W/HEX HEAD NUT AND 2 STD. WASHERS

(SEE PLAN)

FLANGE PL

WEB PL …

FLANGE PL …

(SEE PLAN)

INTERCOSTAL VARIES

SKIN PL

5 SPACES @ 2'-3 Œ"+ = 11'-5 ‡"

1"

5 SPACES @ 2'-3 Œ"+ = 11'-5 ‡" 5 SPACES @ 2'-3 Œ"+ = 11'-5 ‡"

11'-5 ‡"

G4 THRU G19 - FLANGE PL 1x12x7'-0"

G3, G20, AND G21 - FLANGE PL 1x12x3'-1 …"

4'-3 •"

1'-9 †"

8"

1'- 7"

3'-11 •" 8'-0 Ž" (G3 TO G5)

5'-0 Ž" (G6 TO G21)

4"

11'-5 ‡"

43'-0 †"

A N

G E

COVER PLATE

11'-5 ‡"

INTERCOSTAL:

4"

4'-3 •"

8"

1'-7"

3'-11 •" FLANGE PL •x12

PL …x9

BAR 5x…

PL …x8 PL …x12

PL •, G3 TO G21

BAR 4x…

G18 AND G19 - FLANGE PL •x12x27'-4 …"

G3 THRU G5, U.S. COVER PL …x6x19'-0"

G7 THRU G21. U.S. COVER PL †x12x25'-0"

G6, U.S. COVER PL •x12x25'-0"

BAR 4x… PL …x8

PL …x8

PL …x9

FLANGE PL •x12

G2 TO G4 AND G11 TO G21 - L3•x2•x…

G4 TO G11 - L4x3x…

BAR 5x…

BAR 5x…

BAR 5x…

PL …x12

BAR 5x…

PL …x8

PL …x8

BAR 4x…

STIFFENER BAR 5x…

STIFFENER BAR 5x…

BAR 4x…

FLANGE PL …x12 ƒ" DIA ROUND HEAD BOLTS, 9" LONG

DIAPHRAGM PL …

OMIT FENDER SYSTEM ON G18, G19, G20 AND G21

DWG. 5

FOR WELDS SEE GIRDER G2

FS GIRDER 20; NS, FS GIRDERS G21,

WT12X42, NS GIRDER G3;

STIFFENER BAR 5x… FF (TYP)

G4 THRU G19 - FLANGE PL 1x12x7'-0"

G20, AND G21 - FLANGE PL 1x12x3'-1 …"

1x12x3'-1…"

FLANGE PLG3

1x5'-7•''

GUSSET PL

1x12x3'-1…"

FLANGE PLG20 AND G21

G4 THRU G19

10„" 10„"

G3

G20 AND G21

G4 THRU G19G4 THRU G19 - FLANGE PL 1x12x7'-0"

1x12x3'-1…"

FLANGE PL

1x12x3'-1…"

FLANGE PL

1x5'-7•''

GUSSET PL

WELDS SEE GIRDER G2 DWG. 5

NS, FS GIRDERS G21, FOR

WT12X42, FS GIRDER 20;

NF AND FF (TYP)

STIFFENER BAR 5x…

WELDS SEE GIRDER G2 DWG. 5

WT12X42, NS GIRDER G3; FOR

G20 AND G21 - FLANGE PL •x12x25'-5 †"

G7 THRU G17 - FLANGE PL 1" x12x27'-4 …"

G4 THRU G6 - FLANGE PL 1" x12x27'-4 …"

G3 - FLANGE PL 1" x12x23'-10 †"

1x4'-10''

GUSSET PL

1x4'-10''

GUSSET PL

SKIN PL (TYP)

GIRDER FLG TO

PL † G5 TO G13

PL ƒ G13 TO G21

PL • G3 TO G5

PL ƒ

Binary

PL …x9

H S D

G N

N

A

T

T E S

H-4-48189

W P

B

STIFFENER TO

GIRDER FLG

(TYP)

DRILL FLANGE FOR ƒ" DIA BOLTS 2'-0" C. TO C. STAGGERED

PROVIDE SMOOTH RADIUS TRANSITION

BETWEEN STIFFENER BAR AND TENSION

FLANGE, 6" RADIUS PREFERRED, 2" RADIUS

MINIMUM (TYP.)

COPE CORNER OF

WEB PLATE, MIN.

1" RADIUS (TYP.)

A U

G

D P L

D J S

C O B

SHALL BE MADE WITH FULL PENETRATION WELDS AND WELDS SHALL

P O I N

U P

R I S

U I S I A

N A

* WELDS ON G1 AND G2 ARE FCM AND SHALL BE ULTRASONICALLY TESTED

8x12 COMPOSITE MARINE FENDER AND 1/2" UHMW PLATE, GIRDERS G3 THRU G17

2" DIA DRAIN

PL …

8"8"

PL …

PL …PL …

PL …

PL …

8"8"

(Š)

(Š)

CJP

GIRDER FLG (TYP)

CJP,STIFFENER TO

CJP

7. GROOVE WELDS IN CORNER AND T-JOINTS SHALL BE REINFORCED

WITH FILLET WELDS WITH A LEG SIZE EQUAL TO OR GREATER THAN

T/4, BUT WHICH NOT EXCEED 3/8". T SHALL BE DEFINED

BE ULTRASONICALLY TESTED.

AS THE THICKNESS OF THE THINNER PART BEING JOINED.5. WELDS SHALL BE WRAPPED AND CONTINUOUS.

6. LONGITUDINAL STIFFENER SHALL BE CONTINUOUS. ANY SPLICES

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

2'-10'', G3

G20 AND G21

2'-7''

2'-10'', G3

G20 AND G21

2'-7''

CJP

CJP CJP

CJP

CJP

CJP

G

D P L

D J S

C O B

STIFFENER TO

GIRDER FLG

(TYP)

TYP

CJP

TYP TYP

PL TO FLANGE

TYP GUSSET

CJP CJP

TYP GUSSET

PL TO FLANGE

TYP

TYP

TYP

WEB PL …

B

A

C

D

B

A

C

D

1 3 4 5

21 3 4 5

C O

R

G I N

E E

R S

G I N

E

S

T R I C

L E

A N

S

N

L E

A N

U I S I A

N A

A U

G

CONNECTED TO IT ARE FRACTURE CRITICAL WELDS.

NOTE:DOWNSTREAM FLANGE ON GIRDER G22 IS FCM. ALL WELDS

TYP

W T

X

W T

X

FOR WELDS SEE GIRDER G2 DWG. 5

WT12X42, NS GIRDER G22,

2. RIGHT LEAF SHOWN, LEFT LEAF OPPOSITE HAND.

DRAWING

FILE NUMBER

7 OF

O

V

C K

M I S

S I S

S I P

V

I B

U T

A R I E S

G I R

D

P L

A

C T I O

T A I L S

US Army Corps of Engineers

D E S

C R I P

T I O

N D

A T

E D

E S

C R I P

T I O

N D

A T

E A

P P

R

M A

R K

M A

R K

New Orleans District

A P

P R

S U

B M I T

T

S O

L I C I T

A T I

D E S I

M E

S C

A L

E

D A

T E

P L

O T

P L

O T

D E S I

G I N

E E

R

D E S I G

N

D A

T E

D R

A

C H

E C

K

NOTES:

DIAPHRAGM PL •

A

P L

PL •

PL …

WEB WEB

PL ‡

SKIN PL •

SEAL BEAM PL

SEAL BEAM PL

SCALE: ƒ" = 1'-0"

SCALE: ƒ" = 1'-0"

DOWNSTREAM ELEVATION

PLAN OF GIRDER G22

SCALE: ƒ" = 1'-0"

DRILL FOR †" CORR. RESIST. FLAT HEAD BOLTS. HOLES AT 5"± O.C.

AND TO MATCH THOSE IN RUBBER SEAL AND SEAL CLAMP.

STIFFENER

PL …

ASECTION

DIAPHRAGM

NOTE:

SEAL NOT SHOWN

GUSSET PL 1

FLANGE PL

SEE PLAN

BUMPER BAR

FLANGE

RUBBER SEAL

SEAL CLAMP

GUSSET PL 1

OMIT FENDER SYSTEM ON G22

C PINTLE

NOTE:

PL …

B

B

C DIAPHRAGM

NF & FF

SEAL LINE SEAL BEAM PL

(TYP)

2" DIA. DRAIN HOLES

STIFFENER

PL …

C DIAPHRAGM

C

C

PL •

DIAPHRAGM

FLANGE PL 1x8

FLANGE

PL 1x8

WEB PL †

C DIAPHRAGM

WEB PL …

D

E

A

W.P.

D

E

SECTION

SCALE: 1 •" = 1'-0"

C SEAL

STIFFENER

WEB PL …

B

CLIP OUTSIDE CORNERS

STIFFENER

WEB PL …

SCALE: 1 •" = 1'-0"

Š

Š

SECTION

C SEAL

C

INTERCOSTAL

‚ SEAL CLAMPS

SKIN PL •

END WEB PL ‡

DIAPHRAGM PL …

C G22

SCALE: 1 •" = 1'-0"

DETAIL 1

SKIN PL •

1'-9 †"

10 „" 3'-1 …"

4'-3 •"

1'- 4"

8"

3"

1 •"

11 •"

2 ƒ" ƒ

2'-3 …"

3 •"

11 •"

2'-3 …"

3•

R

4'-10" GUSSET PL 1

2'-7 ƒ"4"

11'-5 ‡"

4"

G S

41'-3"

11'-5 ‡"

35 STIFFENERS PLACED AS SHOWN ON SEAL BEAM PLATE

4'-10" GUSSET PL 1

11'-5 ‡"

3'-1 …"

4'-3 •"

4"

10 „"

4"

8"

1'-7"

FLANGE PL •x12

C PINTLE C DIAPHRAGM

BAR 4x…

FLANGE PL 1x8

COVER PL •x12x25'-0"

BAR 4x…

BAR 5x…

FLANGE PL •x12

PL …x9

STIFFENER BAR 5x…

BAR 4x…

PL …x12

INTERCOSTAL L3 •x2 •x… (TYP)

STIFFENER BAR 3•x•

BAR 3•x•

FLANGE PL …x12

BAR •x4

COVER PL •x12

L3 •x2 •x…

BUMPER BAR 2 ‡x1x1'-0"

BAR 1 ƒx•x1'-6"

STIFFENER BAR 3•x• FLANGE PL …x12

COVER PL •x12

BAR 4x…

DIAPHRAGM PL

PL •x13 •

THRUST PL 2 x12

PL ƒ

PL …x8

P L ƒ

STIFFENER BAR 5x…

BAR 3•x•

12'

Š ‚

SEE SECTION C

5 SPACES @ 2'-3 Œ"+ = 11'-5 ‡" 5 SPACES @ 2'-3 Œ"+ = 11'-5 ‡"

2'-3'' 2'-3''

FLANGE PL 1 x 6Š

P L x ž

FLANGE PL 1x6Š

LINE

SEAL

LINE

SEAL

S

T A I L

FLANGE PL 1 x 8

BAR 3•x•

FLANGE PL 1 x 8

Š

Š

Š

UT

UT

JACKING PAD

4"x4"x1"

JACKING PAD

4"x4"x1"

JACKING PAD

4"x4"x1"

2"

2" 2"

2"

JACKING PAD

4"x4"x1"

FOR WELDS SEE GIRDER G2 DWG. 5

WT12X42, NS GIRDER G21,

WT12X42, NS GIRDER G22, FOR WELDS SEE GIRDER G2 DWG. 5

STIFFENER BAR 3•x•

Š

Œ

OVERSIZE GIRDER AND MACHINE TO A FINAL WEB THICKNESS DIMENSION OF ‡".

FULL BEARING IS REQUIRED BETWEEN PINTLE CASTING AND GIRDER WEB PLATE.

NOTE:

JACKING PAD

4"x4"x1"

THRUST PL 2 x12 FF

SECTION

SCALE: 1 •" = 1'-0"

D

WEB PL ‡

L

D

D

H S D

G N

N

A

T

T E S

H-4-48189

SEE DWG.16 SEE DWG.16

W P

B

PROVIDE SMOOTH RADIUS TRANSITION

BETWEEN STIFFENER BAR AND TENSION

FLANGE, 6" RADIUS PREFERRED, 2" RADIUS

MINIMUM (TYP.)

(DRILLED & REAMED)

1 1/6" DIA. HOLES

4"4"

TYP.

3"

3. LONGITUDINAL STIFFENER SHALL BE CONTINUOUS. ANY SPLICES

SHALL BE MADE WITH FULL PENETRATION WELDS AND WELDS SHALL

BE ULTRASONICALLY TESTED.

1. FOR GENERAL NOTES AND WELDING NOTES SEE DRAWING 2.

P O I N

U P

R I S

U I S I A

N A

1 1/4"0 HOLE

8"8"

PL …

PL … PL …

RT

UT

RT

CJP FCM

CJP

CJP

CJP

CJP

CJP

4. WELDS SHALL BE WRAPPED AND CONTINUOUS.

5. GROOVE WELDS IN CORNER AND T-JOINTS SHALL BE REINFORCED

WITH FILLET WELDS WITH A LEG SIZE EQUAL TO OR GREATER THAN

T/4, BUT WHICH NOT EXCEED 3/8". T SHALL BE DEFINED

AS THE THICKNESS OF THE THINNER PART BEING JOINED.

2'-7'' 2'-7''

W.P.

5 SPACES @ 2'-3 Œ"+ = 11'-5 ‡"

TYP

TYP ‚

TYP

TYP TYP

TYP TYP

TYP

TYPTYP

TYP

TYP

TYP

TYP

TYP

0 2'1' 3'12''

SCALE: 1 •'' = 1' - 0''

0 2' 4'1' 3' 5'12''

SCALE: ƒ'' = 1'- 0''

STIFFENER BAR 5x…

Š

Š

STIFFENER BAR 3•x•

GUSSET PL 1

SKIN PL •

COVER PL •x12 FLANGE PL …x12

STIFFENER BAR 5 x•

BAR •x4

C SEAL 6

DIAPHRAGM PL

2'-3 …"2'-3''

2 ƒ"

TYP

TYP

TYPTYP

TYP

TYP

A U

G

CONNECTED TO THEM ARE FRACTURE CRITICAL WELDS.

NOTE: ALL OF GIRDER G1 AND GUDGEON ARE FCM. ALL WELDS

SCALE: 1 •'' = 1' - 0''

D

D

D E

ED

1'012''

SCALE: 3'' = 1' - 0''

SECTION B

SECTION C

C

0 2' 4'1' 3' 5'12''

SCALE: 1'' = 1'- 0''

G1

G1

G1

B B

C

SCALE: 1'' = 1'- 0''

DETAIL 1

PLAN AT GATE ANCHORAGE

SCALE: 1'' = 1'- 0''

SCALE: 1'' = 1'- 0''

A A

ST3X8.625

PL …X3X0'-3†''

PL …X3X0'-3†''

BAR …X1†X0'-5''

4'-7„''2 SPACES AT 3'-9†'' = 7'-7‚''

4'-7„''

SCALE: •'' = 1'- 0''

DOWNSTREAM ELEVATION

SIMILAR TO

DETAIL 3

SCALE: 3'' = 1' - 0''

SECTION

DETAIL 2

G1

DOWNSTREAM SIDE

UPSTREAM SIDE

2 SPACES AT 4'-7„'' = 9'-2‚''2 SPACES AT 3'-9†'' = 7'-7‚''

PLAN

0 2' 4' 6' 8'

SCALE: •'' = 1'- 0''

12''

SCALE: •'' = 1'- 0''

PLAN

PL …X3X0'-3†''

BAR …X1†X0'-5" NS,FS

BAR 5X…

C/L END DIAPHRAGMC/L DIAPHRAGM

US Army Corps of Engineers

D E S

C R I P

T I O

N D

A T

E D

E S

C R I P

T I O

N D

A T

E A

P P

R

M A

R K

M A

R K

New Orleans District

B

A

C

D

B

A

C

D

A P

P R

1 3 4 5

21 3 4 5

S U

B M I T

T

C O

R

G I N

E E

R S

G I N

E

S

T R I C

L E

A N

S

N

L E

A N

U I S I A

N A

S O

L I C I T

A T I

D E S I

M E

S C

A L

E

D A

T E

P L

O T

P L

O T

D E S I

G I N

E E

R

D E S I G

N

D A

T

A

C H

E C

K

DRAWING

FILE NUMBER

8 OF

O

V

C K

M I S

S I S

S I P

V

I B

U T

A R I E S

C/L END DIAPHRAGM

C/L DIAPHRAGM

C/L END DIAPHRAGM

DIAPHRAGM

C/L END

BAR 5x…

C/L G1

FLANGE PL

WEB PL

C/L G1

FLANGE PL

BAR 5x…

WEB PL •''

FLANGE PL

FLANGE PL

BAR 6x1, ES OF WEB

WEB PL…''

H S D

G N

N

A

T

T E S

H-4-48189

W P

B

D E

T A I L S

W A

L K

W

P P

O R

T P

O I N

U P

R I S

U I S I A

N A

NOTES:

3. WELDS SHALL BE WRAPPED AND CONTINUOUS.

A U

G

D P L

D J S

C O B

TYP

1ˆ''ƒ''

GUSSET PL

SKIN PL •

6'-3" RECESS (AT TOP)

C/L LIFTING EYES

GATE ANCHOR

EXISTING

MITER GUIDE

FLANGE PL

G A

C H

O R

E X

IS

T

IN

G

44'-8„''

4'-6‡'' 40'-1‚''

2'' 39'-11‚''

C

D G

E O

N

P

IN

C/L GUDGEON PIN

4'-4†''34'-5†''

39'-11„''

2'-5‡''

C/L LOCK

2'-6‰''2'-11‹''4'-7Ž''2'-1ƒ''

PIN

C/L GUDGEON

4'-3•''10‡''

GUSSET PL

FLANGE PL

C/L GUDGEON PIN

BULKHEAD PL

1'-7''

1'-7''

2'-1ƒ'' 4'-7Ž''4'-3•'' 4'-3•'' 2'-11‹''6'-10•''

5'-3''

2'-3Œ''

4'-3•'' 2'-3Œ''

G1

8‡''

10‡''

MT

MT

TYP

TYP

C/L END DIAPHRAGM

BAR 2‚X3•X0'-4''

C/L END DIAPHRAGM

1'-2ž" 3'-3‘"

SKIN PL

1'-2ž" VARIES

1'-7'' 2''

2''2''

1'-0‡''

2'-1ƒ''

C/L GUDGEON PIN

C/L GUDGEON PIN

C/L GUDGEON PIN

BAR 2‚X3•X0'-4''

BAR 2‚X3•X0'-4''

TOP PIN PL

BAR 2†X4X0'-4''

TOP PIN PL

B A

R

X

X

MT

MT

TYP

G1

WEB PL•''

C/L 9/16''\ HOLES (TYP)

2. RIGHT LEAF SHOWN, LEFT LEAF OPPOSITE HAND.

1. FOR GENERAL NOTES AND WELDING NOTES SEE

DRAWING 2.

SECTION A

SECTION E

SECTION D

4'-7„''2 SPACES AT 3'-9†'' = 7'-7‚''

4'-7„''

SCALE: •'' = 1'- 0''

SCALE: •'' = 1'- 0''

SCALE: •'' = 1'- 0''

G1

C/L END DIAPHRAGMC/L DIAPHRAGM

C/L END DIAPHRAGM

FLANGE PL

C/L GUDGEON PIN

1'-7''

2'-1ƒ'' 4'-7Ž''4'-3•'' 4'-3•'' 2'-11‹''6'-10•''

5'-3''

2'-3Œ''

10‡''

B

A

C

D

B

C

D

1 3 4 5

21 3 4 5

C O

R

G I N

E E

R S

G I N

E

S

T R I C

L E

A N

S

N

L E

A N

U I S I A

N A

A U

G

6''

SCALE: 6'' = 1' - 0''

0 6''

0 2'1' 3'12''

SCALE: 1 •'' = 1' - 0''

1'012''

SCALE: 3'' = 1' - 0''

REGULAR LOCK WASHER, C.R.S.

FLAT HEAD

DETAIL A

DETAIL A

SEAL LINE

"2

"2

T H

R U

A

IM

IT

S

DRAWING

FILE NUMBER

OF

O

V

C K

M I S

S I S

S I P

V

I B

U T

A R I E S

G I R

D

US Army Corps of Engineers

D E S

C R I P

T I O

N D

A T

E D

E S

C R I P

T I O

N D

A T

E A

P P

R

M A

R K

M A

R K

New Orleans District

A P

P R

S U

B M I T

T

S O

L I C I T

A T I

D E S I

M E

S C

A L

E

D A

T E

P L

O T

P L

O T

D E S I

G I N

E E

R

D E S I G

N

D A

T E

D R

A

C H

E C

K

P I N

T

N N

E C

T I

T A I L S

1. FOR GENERAL NOTES AND WELDING NOTES SEE

DRAWING 2.

2. QUANTITIES SHOWN ARE FOR ONE GATE (2 LEAVES).

NOTES:

SCALE: 1 •" = 1'-0"

SCALE: 1 •" = 1'-0"

PINTLE CONNECTION

W.P.

F

HOLES FOR TURNED

PINTLE SOCKET.

MATCH THOSE IN

SECTION

C G22

F

END PL 1

G

G

SEAL BEAM PL •

SCALE: 1 •" = 1'-0"

C G22

SCALE: 1 •" = 1'-0"

CLEAR SEAL BEAM PLATE

CUT 1" END PL TO

SECTION

D

PL •

PL ƒ

E

SECTION F

END PL 1

SCALE: 1 •" = 1'-0"

G

C G22

PINTLE SOCKET

SECTION

SCALE: 6" = 1'-0"

SEAL LINE

TOP OF SILL

‰" R

A L

SCALE: 6" = 1'-0"

SEAL BEAM PL •

SEAL CLAMP BARS, C.R.S.

SCALE: 6" = 1'-0"

SEAL

‚" R

NEIGHBORING LEAF WHEN GATE IS MITERED.

FOR COMPRESSION OF SEAL ON

SCALE: 3" = 1'-0"

EDGE PROJECTS ˆ" TO PROVIDE

DRILL •" \ HOLE

4"

2"

4"

1'-6 " R

3"

7"

2'- 0"

3"

4"

4"

4"

1'- 5"

1'- 7"

4"

3 •"

1'- 0"

4"

1"

1ˆ"

Š

‹" 1"

3ƒ"

Š" R

2ƒ"

5"

3"

Š" R

1…" R

1"

1‡"

1‚" ƒ

2•"

Œ

ˆ

COVER PL •x12

1'-6„"

PL † x 4• x 0'-11•"

BAR 4 x •

Š

PINTLE

C/L

A.S.T.M. F593 250 REQ'D

SEAL BEAM PL TO MATCH THOSE IN SEAL AND CLAMP

DRILL Ž" DIA. HOLE IN PL

FOR ƒ" x 2'' HEX. HEAD CAP

SCREWS TO MATCH TAPPED HOLES

IN PINTLE SOCKET, PROVIDE

LOCK WASHER UNDER CAP SCREW HEAD

R

6„" 1'-0"

2‚

10‚ x

THRUST PL 2 x 12

HOLES FOR TURNED

THRUST

PL.1'-

0"

4" x

4"

2ƒ"

3•"

2ƒ"

3•"

2ƒ"

MATCH THOSE IN

PINTLE SOCKET.

SCALE: 1 •" = 1'-0"

N

A

T

T E S

H-4-48189

FOR MK 9-148-2

†''\ BOLTS, MK 9-148-2, AT 5"| O.C. HOLES IN

MK 9-148-1R

RUBBER SEAL MK 9-148-1L

J-BULB SEAL MK 9-3

RUBBER SEAL MK 9-148-1

HEAD BOLT MK 9-148-2

HEXAGON SOCKET FLAT COUNTERSUNK

H S D

G N

BOLTS MK 14-155-9 TO

BOLTS MK 14-155-9 TO

W P

B

RUBBER SEAL MK 9-3

A U

G

D P L

D J S

C O B

P O I N

U P

R I S

U I S I A

N A

THRUST

PL

HEX NUT, C.R.S.

PL •x13 11/16"

CJP

CJP

3. WELD SHALL BE WRAPPED AND CONTINUOUS.

B

A

C

D

B

A

C

D

1 3 4 5

21 3 4 5

C O

R

G I N

E E

R S

G I N

E

S

T R I C

L E

A N

S

N

L E

A N

U I S I A

N A

A U

G

AT THESE LOCATIONS ONLY.

THE SEAL IS SPLICED

AT THESE LOCATIONS ONLY.

THE SEAL IS SPLICED

NOTE:GIRDERS G1 AND G2 ARE FCM AND ALL WELDS CONNECTED

TO THEM ARE FRACTURE CRITICAL WELDS.

06'' 3''

SCALE: 12'' = 1' - 0''

0 2'1' 3'12''

SCALE: 1 •'' = 1' - 0''

0 10'2' 4' 6' 8'12''

SCALE: …'' = 1'- 0''

Š

TYP TYP

DRAWING

FILE NUMBER

OF

O

V

C K

M I S

S I S

S I P

V

I B

U T

A R I E S

Q U

O

T

S T

S E

L E

V A

T I O

T A I L S

US Army Corps of Engineers

D E S

C R I P

T I O

N D

A T

E D

E S

C R I P

T I O

N D

A T

E A

P P

R

M A

R K

M A

R K

New Orleans District

A P

P R

S U

B M I T

T

S O

L I C I T

A T I

D E S I

M E

S C

A L

E

D A

T E

P L

O T

P L

O T

D E S I

G I N

E E

R

D E S I G

N

D A

T E

D R

A

C H

E C

K

1. FOR GENERAL NOTES AND WELDING NOTES SEE

DRAWING 2.

NOTES:

2 SPCS.@

2 SPCS.@

2'-1 •"

SEE ELEVATION

4 Œ"

89 HOLES TO MATCH THOSE IN END PLATE.

89 HOLES TO MATCH THOSE IN END PLATE.

SEE ELEVATION

4 Œ"

2'-1 •"

E

V

E

W

D E

T A I L

E

E

W

1'-6"R

S C

A L

4 •"

2 SPCS.

@ 1'-5"

4 •"

4 •"

G1 G2 G3

4 Œ"4 Œ"

4 Œ" 4 Œ"

G4 G5

4 •"

4 •" 4 Œ"

2 SPCS.@

G6 G7

PL 1

E

E

W E

E

W

4 •"

@ 1'-5"

4 •"

2 SPCS.

4 •"

G1 G2 G3

4 Œ"4 Œ"

4 Œ" 4 Œ"

G4 G5

4 •"

4 •" 4 Œ"

2 SPCS.@

G6 G7

PL 1

G19

TYPICAL ALL JOINTS

HOLES CONNECTED BY ZIG-ZAG LINES ARE Ž" DIA.

1'-7 ˆ"

G13

2 SPCS.@

1'-8 ‰"

4 •"

4 •"

4 •"

4 •"

1'-10 •"

G9G8

2 SPCS.@

G10

1'-9 …"

2 SPCS.@

4 •"

4 •"

1'-7 •"

2 SPCS.@

G11 G12

2 SPCS.@

1'-7 ‰"

G16

4 …"

4 …"

4 ‹"

4 ‹"

4 …"

4 …"

G14

2 SPCS.@

G15

4 …"

4 …"

4 …"

4 …"

4 …"

4 …"

G17 G18

(SEE NOTE 4)

DRILL 1 •" DIA. HOLES AS

SHOWN FOR EPOXY FILLER

E L

E V

A T I O

N

M I T

A L

S E

A T

T

D

G22

4 …"

4 …"

4 …"

4 …"

4 …"

G20 G21

BAR ƒ

(TYP.)

E L

E V

A T I O

N

E

A T

E

BAR ƒ

(TYP.)

S C

A L

S T

R U

C T

U R

E E

L

G19G13

1'-7 ˆ"

@10 „"@1'-0 „" @11 ‚" @10 „" @10 „"

1'-8 ‰"

2 SPCS.@

4 •"

4 •"

4 •"

4 •"

1'-10 •"

G9G8

2 SPCS.@

G10

1'-9 …"

2 SPCS.@

4 •"

4 •"

1'-7 •"

2 SPCS.@

G11 G12

1'-7 ‰"

2 SPCS.@

TYPICAL ALL JOINTS

@ 9 ƒ"@ 9 ƒ" @ 9 ƒ"

@ 9 ƒ"@ 9 ƒ" @ 9 ƒ"

G16

4 …"

4 …"4 ‹"

4 ‹" 4 …"

4 …"

G14

2 SPCS.@

G15

4 …"

4 …"4 …"

4 …" 4 …"

4 …"

G17 G18

HOLES CONNECTED BY ZIG-ZAG LINES ARE Ž" DIA.

@10 „"@1'-0 „" @11 ‚" @10 „" @10 „"

(SEE NOTE 4)

SHOWN FOR EPOXY FILLER

DRILL 1 •" DIA. HOLES AS

@ 9 ƒ"@ 9 ƒ" @ 9 ƒ" @ 9 ƒ"@ 9 ƒ" @ 9 ƒ"

S E

A T

Q

O

D

S T

R U

C T

U R

E E

L

E L

E V

A T I O

N

Q U

O

A L

@ 9 ƒ"@ 9 ƒ"@ 9 ƒ"

G22

4 …"

4 …"

4 …"

4 …"

4 …"

G20 G21

S C

A L

@ 9 ƒ"

BAR ƒ

(TYP.)

@ 9 ƒ"@ 9 ƒ"

E

A T

E

E L

E V

A T I O

N(TYP.)

BAR ƒ

SCALE: 1 •" = 1'-0"

ASSEMBLY AT QUOIN AND MITER SEAL

FINAL ADJUSTMENT OF THE QUION AND

(NORDBAK OR APPROVED EQUAL) AFTER

SPACE TO BE FILLED WITH EPOXY FILLER

MITER SEALS. SEE NOTE 4.

WASHER

L CAP SCREW

WASHER

CORR. RESIST. STEEL 356 REQ'D.CORR. RESIST. STEEL 712 REQ'D.

4'-10"

4 •"

4 •"

4 SPCS. @ 2'-5"

ƒ

S E

A L

N O

T E

F

T C

H I N

G

H A

T

E R

S

T A I L

6 •"

6 •"

1'-6"R

5"

8"

6"

1"

2'-10"

6"

C

W.L.W.L.

BAR ƒ 4

C

W.L.

1"

4'-9 ‡"

4 SPCS. @ 2'-4 •"

4'-10"

4 •"

4'-9 ‡"

5"

BAR ƒ

1"

5"

8"

76'-9 „"

3'-9 …"4'-3 …" 3'-6 ƒ"

5"

76'-10"

3'-4 …"

@ 1'-0 ‚"

4 SPCS.

4 SPCS. @ 2'-5"

4'-10"

4 •"

4 •"

4 SPCS.

@ 1'-0 ‚"

" 2

1'-6"R

6 •"

10 •"

@1'-0 •"

2 SPCS.

9"

2'-10"

2 ‚"

6"

1"

6 ƒ" 9"

@1'-0 •"

2 SPCS.

@ 11 ƒ"

9 ˆ"

4 SPCS.

@1'-0 ‰"

4 SPCS.4 SPCS.

@ 1'-0 ‚"

9 ˆ"

9"

@1'-0 ‰"

4 SPCS.

9 „" 9 ˆ"

4'-9 ‡"

4 SPCS. @ 2'-4 •"

4'-10"

4 •"

4'-9 ‡"

3 SPCS.4 SPCS.

@10 Œ"

9 ˆ" 9 •"

3 SPCS.9"

9 •"

3 SPCS.

78' 5 …"

3'-9 …"4'-3 …" 3'-6 ƒ"

5"

5"

76'-10"

3'-4 …"

9 ˆ"

@ 11 ƒ"

4 SPCS.

@1'-0 ‰"

4 SPCS.4 SPCS.9"

@ 1'-0 ‚"

9 ˆ"

4 SPCS.

@1'-0 ‰"

9 „" 9 ˆ"

3 SPCS.4 SPCS.

@10 Œ"

9 ˆ"

3 SPCS.9" 3 SPCS.

9 •"

77'-0 ˆ"

9 •"

2. QUANTITIES SHOWN ARE FOR ONE GATE (2 LEAVES).

š

Š

4"

2 ‚"ƒ"

3"

3'-2 „"3'-2 …"

4"

3'-3 …" 3'-2"3'-2" 3'-2"

4"

3'-2"3'-2" 3'-2"

16 SPCS. @ 1'-7"

3'-2" 3'-2"

4 •"

Š"

4 …"

1'-6 ‚"

8 ƒ"

3 SPCS.3 SPCS.3 SPCS.

8 ‹"

3 SPCS.

8 •" 8 Ž" 8 ƒ"

3 SPCS.

8 ƒ"

3 SPCS.

3'-2 „"3'-2 …"

4"

3'-3 …"

4"

3'-2"3'-2" 3'-2"

8 ƒ"

3 SPCS.

8 ƒ"

3 SPCS.

8 ƒ"

3 SPCS.

8 ƒ"

3 SPCS. 3 SPCS.

3'-2"3'-2" 3'-2"

16 SPCS. @ 1'-7"

3'-2" 3'-2"

8 ƒ"

3 SPCS.3 SPCS.3 SPCS. 3 SPCS.

8 ‹"8 •" 8 Ž"

3 SPCS. 3 SPCS.

8 ƒ"8 ƒ" 8 ƒ"

3 SPCS.3 SPCS. 3 SPCS.

8 ƒ"8 ƒ"

3 SPCS. 3 SPCS.

8 ƒ"

RIGHT LEAF SHOWN; LEFT LEAF OPPOSITE HAND.

AND LAY".

4. EPOXY FILL TO BE DONE BY OTHERS.

BAR 5xƒ

BAR 5xƒ

BAR 5xƒ

BAR 5xƒ

BAR 5xƒ

BAR 5xƒ

SCALE: 12'' = 1'-0'' SCALE: 12'' = 1'-0''

ƒ

4„

4„

Š Š

Š

Š

Š

Š

Š

B46.1 FOR "SURFACE ROUGHNESS, WAVINESS

12'-8 …"19'-•"13'-11‡"13'-9‚"17'-3‡"

12'-7 †"13'-11‡"13'-9‚"17'-3‡"

2'-4''

4'-8''

76'-9 ‡"

2'-4''

4'-8''

BLOCK FOR A ƒ''\ LIFTING EYE

IN THE TOP OF QUOIN AND MITER

DRILL AND TAP A 2‚'' DEEP HOLE

|0 .01

3.5 0"

OF THE BLOCK.

SIDE OF CENTER AND 3.50" (|0.01) FROM FRONT FACE

STEEL. THE STUDS SHALL BE PLACED 2.50" (|0.01) ON EACH

THE STUDS SHALL BE MADE OF CORROSION RESISTANT

AT EACH JOINT OF THE MITER AND QUOIN BLOCKS.

•" X 1" ALIGNMENT STUDS SHALL BE PLACED

19'-0•"

0.255"

H S D

G N

N

A

T

T E S

H-4-48189

M K

Q 'D

M K

O

Q 'D

DRILLED TO PASS CAP SCREWS MK 10-149-5, OTHERS

ARE TAPPED FOR †" DIA. CAP SCREWS MK 10-149-5

M K

Q 'D

M K

O

Q 'D

TAP 2" DEEP FOR †" DIA. CAP SCREWS MK 10-149-5

M K

Q 'D

M K

O

Q 'D

DRILLED TO PASS CAP SCREWS MK 10-149-5, OTHERS

ARE TAPPED FOR †" DIA. CAP SCREWS MK 10-149-5

M K

Q 'D

(D

E T

A I L

MK 10-149-1R

MK 10-149-6

MK 10-149-4R

MK 10-149-4L

TAP 2" DEEP FOR †" DIA. CAP SCREWS MK 10-149-5

MK 10-149-2R

WASHER MK 10-149-6CAP SCREW MK 10-149-5

MK 10-149-3L

MK 10-149-6

MK 10-149-5

L CAP SCREW MK 10-149-5

M K

O

Q 'D

MK 10-149-3R

W P

B

P O I N

U P

R I S

U I S I A

N A

3. SURFACE FINISHES SHALL CONFORM TO ASME

CJP

CJP

5. WELDS SHALL BE WRAPPED AND CONTINUOUS.

TYP

TYP TYP

TYP

TYP

TYP

A U

G

D P L

D J S

C O

B

A

C

D

B

A

C

D

1 3 4 5

21 3 4 5

C O

R

G I N

E E

R S

G I N

E

S

T R I C

L E

A N

S

N

L E

A N

U I S I A

N A

A U

G

RT

UT

2. LEFT LEAF SHOWN, RIGHT LEAF OPPOSITE.

WAVINESS AND LAY."

DRAWING

FILE NUMBER

OF

O

V

C K

M I S

S I S

S I P

V

I B

U T

A R I E S

G U

D G

E

N N

E C

T I O

N P

L

C T I O

N S

US Army Corps of Engineers

D E S

C R I P

T I O

N D

A T

E D

E S

C R I P

T I O

N D

A T

E A

P P

R

M A

R K

M A

R K

New Orleans District

A P

P R

S U

B M I T

T

S O

L I C I T

A T I

D E S I

M E

S C

A L

E

D A

T E

P L

O T

P L

O T

D E S I

G I N

E E

R

D E S I G

N

D A

T E

D R

A

C H

E C

K

1. FOR GENERAL NOTES AND WELDING NOTES SEE

DRAWING 2.

NOTES:

GUSSET PL 1

FLANGE PL •

SECTION D

G1

SIDE PL ƒ

MT

MT

MT

MT

SECTION C

WEB PL •

MT

MT

WEB PL •

G1

SECTION F

UT

TOP PIN PL 1‡

BACK PL •

SIDE PL •

MT

MT

WEB PL •

G1G1

SECTION

UT

E

MT

MT

GUSSET PL 1

PLAN-GUDGEON PIN CONNECTION

SKIN PL •

SIDE PL •

FLA

N G E

P L ƒ

E

G.1

QUOIN

A

FLANGE PL 1

DOWNSTREAM ELEVATION

D F

7•"

D F

DRILL AND TAP FOR

FLANGE PL 1

QUOIN

W.P.

B

F

D

C1'-2 ‡" R

D

5•" F

1'-2 œ

C

E

B

E

PL …

GIRDER WEB

A

18°-26'-06"

DOWNSTREAM SIDEGUSSET PL 1

W.L.

U P S T R

EA

M

S

ID

E

D

SECTION

7•"

PL •

BACK

W.P.

D

C

PL •

C

F

A

GUSSET PL 1

F W.L.

PL …

G1

ELEVATION

E

(TYP)

1…" R

E

FLANGE PL …

E

FLANGE PL …

SKIN PL •

SIDE PL ƒ

T.O. WEB PL •

B

D

QUOIN

D ƒ

PL •

4•

8"

1'- 4"

2' -1

1"

3' -7

4"

3'-0"

1'- 4"

8"

8 •"

1‡"

1" DIA CAP SCREWS

0 2'1' 3'12''

SCALE: 1 •'' = 1' - 0''

0 2' 4'1' 3' 5'12''

SCALE: 1'' = 1'- 0''

1'-2" 1'-10"

2'-1Œ"

C/L GUDGEON PIN

C/ L

GUDGEON

PIN

C/L GUDGEON PIN

C/L GUDGEON PIN

C/L END DIAPHRAGM

C/L END DIAPHRAGM

C/L GUDGEON PIN

C/L END DIAPHRAGM

C/L PIN PLATES C/L GUDGEON PIN HOLES

10.000"

+.002

-.000

SCALE: 1 •'' = 1' - 0''

SCALE: 1'' = 1'- 0'' SCALE: 1'' = 1'- 0'' SCALE: 1'' = 1'- 0''

SCALE: 1'' = 1'- 0'' SCALE: 1 •'' = 1' - 0'' SCALE: 1 •'' = 1' - 0''

SCALE: 1 •'' = 1' - 0''

1'- 3ƒ

3'-7•"

4'-3•"

12'' R

2'-2‡

1'- 3•

1'- 4•

C/ L

GUDGEON

PIN

C/L WEB PL •

C L

G U D G

EO

N

P

IN

C L

G U D G

EO

N

P

IN

SIDE PL ƒ

3' -7

SIDE PL 1

FLANGE AND

FLANGE AND SIDE PL ƒ

PL … x 9

H S D

G N

N

A

T

T E S

H-4-48189

GUDGEON PIN MK 20-145-4, SEE DWG. 20.

NOTE:

GUDGEON PIN MK 20-145-4, SEE DWG. 20.

NOTE:

W P

B

*TOP PIN PL 1‡

*BOTTOM PIN

PL 2ƒ

*PL 1‡

* TOP PIN PL 1‡* TOP PIN PL 1‡

*BOTTOM PIN

PL 2ƒ"

*TOP PIN PL 1‡

*BOTTOM

PIN PL 2ƒ

ON DWG. 20

SEE MK 20-145-4

FOR GUDGEON PIN,

*BOTTOM PIN

PL 2ƒ"

GUSSET PL 1

FLANGE PL 1

PL 1‡"

*TOP PIN

* FINAL PLATE THICKNESS AFTER MACHINING

B46.1 FOR "SURFACE ROUGHNESS,

A U

G

D P L

D J S

C O B

P O I N

U P

R I S

U I S I A

N A

3. SURFACE FINISHES SHALL CONFORM TO ASME

MT

DIA, SEE SECT D SECT D

DIA, SEE

MT

MT

MT

MT

CJP

CJP

CJP

TYP

TYP

TYP

TYPTYP

TYP

TYP

WELDS SHOWN ARE FRACTURE CRITICAL WELDS.

NOTE: GIRDER G1 AND GUDGEON HOOD ARE FCM AND ALL

B

A

C

D

B

A

C

D

1 3 4 5

21 3 4 5

C O

R

G I N

E E

R S

G I N

E

S

T R I C

L E

A N

S

N

L E

A N

U I S I A

N A

A U

G

GRADE A325

GRADE A325

LIST OF PARTS NOT DETAILED

DESCRIPTIONREQ'D MATERIAL

16 16

HEX NUT AND STD. WASHER.

NOTES:

2. QUANTITIES LISTED ARE FOR 1 GATE (2 LEAVES)

3. SURFACE FINISHES SHALL CONFORM TO ASME

WAVINESS AND LAY." DRAWING

FILE NUMBER

OF

O

V

C K

M I S

S I S

S I P

V

I B

U T

A R I E S

M I T

I D

E P

L A

N

C T I O

T A I L S

US Army Corps of Engineers

D A

T E

D E S

C R I P

T I O

N D

A T

E A

P P

R

M A

R K

M A

R K

New Orleans District

A P

P R

S U

B M I T

T

S O

L I C I T

A T I

D E S I

M E

S C

A L

E

D A

T E

P L

O T

P L

O T

D E S I

G I N

E E

R

D E S I G

N

D A

T E

D R

A

C H

E C

K

1. FOR GENERAL NOTES AND WELDING NOTES SEE

DRAWING 2.

STRUCT. STEEL

SCALE: 1 • = 1'-0"

STRUCTURAL STEEL

PL 1 ELEVATION

G

PLAN

1 REQ'D.

SECTION

G

ROLLER BRACKET SHIMS

SCALE: 1 • = 1'-0"

G

END PL 1x16

PLAN-MITER GUIDE ASSEMBLY

SHIMS

J

W.

L.

TO BE REMOVED AFTER SHIMS

ARE IN PLACE AND MITER

GUIDE AND ROLLER BRACKET

HAVE BEEN ADJUSTED

G1

1'-1 š "

1'-1 š

SCALE: 1" = 1'-0"

J

W.L.

END PL 1x16

RIGHT LEAF LEFT LEAF

SHIMS

GUIDE BRACKET,4

CAP SCREWS

SECTION

SCALE: 1" = 1'-0"

J

STRUCT. STEEL

SCALE: 3" = 1'-0"

DRILL •" DIA.(2 HOLES)

SCALE: 3" = 1'-0"

ELEVATION

SIDE VIEW

SECTION

END VIEW

SCALE: 3" = 1'-0"

DRILL AND TAP 2…" DEPTH

FOR ‡" EYEBOLT,

HH

H

HH

1 REQ'D.CORROSION RESISTANT STEEL

SCALE: 6" = 1'-0"

LUBRICATION FITTING

ALEMITE BUTTON HEAD

DRILL AND TAP FOR ‚"

1 ‚"

OR EQUAL.

STRUCT. STEEL

GUIDE BRACKET SHIMS

SCALE: 1 •" = 1'-0"

ADJUSTING WASHERS

SCALE: 1 • = 1'-0"

1 REQ'DASTM A148 GRADE 80-50

BASE

SCALE: 1 • = 1'-0"

4 ƒ"4 •" 4 •" 4 •"4 •"

ELEVATION

R

END VIEW

STRUCT. STEEL

1'-2 „"

1 •" R.

DRILL 1 Š"DIA.

END PLATE

1 ƒ"R

2'-4 ‚"

1"R

2 ƒ"

SPOTFACE

1'-2 „"

•"R

1" ƒ"

250ƒ"

2'-4 ‚"

1" R

4"R

ROLLER BRACKET,

DRILL AND TAP

1ƒ"

4 •" ƒ ƒ

2 ƒ"

TOP

4 •"

2 ƒ"

1 Š"

4 ƒ"

2'-4 ‚"

1" R

R

1"

10"

•"R

4"R

9"

2501" R

1"

1" 4 ƒ

2 ƒ"

D I A

D I A

DIA.3.994"DIA.3.994"

DIA.3.494"DIA.3.494"

8" 8"

SHIMS

END PLATE

WASHERS

3 ƒ"8 HOLES

1 Š" DIA.

2 ‡"

2"2"

7 •" 2 ‡"

3 ƒ"

6…" „"5"5"

DIA. 4.006"DIA. 4.006"

9"9"

250250

DRILL ‚" DIA.DRILL ‚" DIA.

2"2"

2"2"

1 •"

A

2‡" ƒ

CLIP CORNERS

PL 1

-.000

DIA. 4.000"

+.004

FOR WELD

PL ƒ

DIA. 3.500"

ƒ"

6"

1" 4" 1"

3ƒ" 3ƒ"

7•"

2‡" 4

ROLLER BRACKET GUIDE BRACKET

7 †"•"

7 †" ƒ"

2'-4 ‚"

10 •" •" ƒ"

PL 1

1Š"

-.000 +.004

1 •" R

1 •" R

1 •" R

-.000 +.004 -.000

+.004

-.000 +.004

ˆ" R (TYP)

0 2' 4'1' 3' 5'12''

SCALE: 1'' = 1'- 0''

0 2'1' 3'12''

SCALE: 1 •'' = 1' - 0''

1'012''

SCALE: 3'' = 1' - 0''

1‚" HEX. HEAD BOLT, 4•" LONG

†" HEX. HEAD CAP SCREW, 2ƒ" LONG

†" HEX. HEAD CAP SCREW, 1‚" LONG

1'-1…"

2'-4‚"

B46.1 FOR "SURFACE ROUGHNESS,

D E S

C R I P

T I O

N

H S D

G N

N

A

T

T E S

H-4-48189

1 REQ'DASTM A668, CLASS G

OR QUENCHED AND TEMPERED)

ROLLED BAR (ANNEALED

AISI 4140 ALLOY HOT 1 REQ'D

1 REQ'D

KEEPER BAR, MK 12-152-4

FOR MK 12-152-16

CAP SCREW, MK 12-152-5

ROLLER, MK 12-152-2

ROLLER, PIN, MK 12-152-3

MK 12-152-6 MK 12-152-7 MK 12-152-8

MK 12-152-6 •" THICK 2 REQ'D

MK 12-152-7 ‚" THICK 4 REQ'D

MK 12-152-8 16 GA (0.0598") THICK 8 REQ'D

MK 12-152-1

BOLTS, MK 12-152-16

CAP SCREWS, MK 12-152-17

FOR MK 12-152-18

MK 12-152-9

BOLTS, MK 12-152-16

MK 12-152-17

MK 12-152-10

MK 12-152-11

MK 12-152-12

ROLLER BRACKET MK 12-152-1

KEEPER BAR MK 12-152-4

MK 12-152-6

MK 12-152-7

MK 12-152-8

SCREW, MK 12-152-5

‚" FOR MK 12-152-13

11 GAGE (0.1196") FOR MK 12-152-14

16 GAGE (0.0598") FOR MK 12-152-15

MK 12-152-13 2 REQ'D.

MK 12-152-14 2 REQ'D.

MK 12-152-15 4 REQ'D.

ROLLER PIN MK 12-152-3

FOR MK 12-152-16 (8 HOLES)

GUIDE BRACKET MK 12-152-9

CAP SCREW MK 12-152-5ROLLER MK 12-152-2

MK 12-152-10 MK 12-152-11 MK 12-152-12

MK 12-152-10 •" THICK 2 REQ'D

MK 12-152-11 ‚" THICK 4 REQ'D

MK 12-152-12 16 GAGE (0.0598") THICK 8 REQ'D

MK 12-152-

MK 13-154-5 AND ‡" CAP

W P

B

A U

G

D P L

D J S

C O B

GRADE A325

ASTM F3125

P O I N

U P

R I S

U I S I A

WITH FILLET WELDS WITH A LEG SIZE EQUAL TO OR GREATER THAN

T/4, BUT WHICH NOT EXCEED 3/8". T SHALL BE DEFINED

AS THE THICKNESS OF THE THINNER PART BEING JOINED.

6. GROOVE WELDS IN CORNER AND T-JOINTS SHALL BE REINFORCED

B

A

C

D

B

A

C

D

1 3 4 5

21 3 4 5

C O

R

G I N

E E

R S

G I N

E

S

T R I C

L E

A N

S

N

L E

A N

U I S I A

N A

A U

G

NOTES:

2. QUANTITIES LISTED ARE FOR ONE GATE (2 LEAVES)

3. RIGHT LEAF SHOWN, LEFT LEAF OPPOSITE HAND.

4. SURFACE FINISHES SHALL CONFORM TO

WAVINESS AND LAY".LIST OF PARTS NOT DETAILED

DRAWING

FILE NUMBER

OF

O

V

C K

M I S

S I S

S I P

V

I B

U T

A R I E S

S T

R

N N

E C

T I O

N P

L A

N

C T I O

T A I L S

US Army Corps of Engineers

D E S

C R I P

T I O

N D

A T

E D

E S

C R I P

T I O

N D

A T

E A

P P

R

M A

R K

M A

R K

New Orleans District

A P

P R

S U

B M I T

T

S O

L I C I T

A T I

D E S I

M E

S C

A L

E

D A

T E

P L

O T

P L

O T

D E S I

G I N

E E

R

D E S I G

N

D A

T E

D R

A

C H

E C

K

OR APPROVED EQUAL

DRAWING 2.

1. FOR GENERAL NOTES AND WELDING NOTES SEE

STIFFENER

SHOW DRILLING IN PLATE.

OMITTED IN THIS VIEW TO

PIN AND BEARING THIMBLE

NOTE:

PLAN AT G2

SCALE: 1" = 1'-0"

DIA. 10.000"-.000

+.012

STRUT PINC ‚

BULKHEAD PL …

STIFFENER

P I N

C

SKIN PL •

W.L.

ASTM A148, GRADE 80-50 2 REQ'D

SCALE: 1 •" = 1'-0"

DRILL AND SPOT FACE

FOR MK 12-154-5

DRILL AND TAP

SCALE: 1 •" = 1'-0"

+.001 -.000

+.000 -.005

16 16

ASTM A148, GRADE 80-50 2 REQ'D

SCALE: 1 •" = 1'-0"

DRILL AND SPOT FACE

G2C

NOTE:

SCALE: 3" = 1'-0"

PIN ASSEMBLY

WEB PL …

WT6x13

BEARING THIMBLE

BEARING THIMBLE

C STRUT

WEB PL …

C G1

PL 1

PL 1

STRUT PINC

C

DIAPHRAGM PL …

STRUT NOT SHOWN IN THIS VIEW

SECTION

SCALE: 1" = 1'-0"

B

WT6x13

NOTE:

STRUT PINC

PL 1

STRUT PIN

PL 1

SKIN PL •

SKIN PL •

TOP OF GRATING

G2

G1

B U

L K

H E

DIAPHRAGM PL …

SCALE: 1" = 1'-0"

ASECTION

C

STIFFENER

STRUT PINC

STRUT PIN

B

C

WT6x13

C

PL GIRDER …

PL 1

PL 1

PL 1

B

C

SHOW DRILLING IN PLATE.

OMITTED IN THIS VIEW TO

PIN AND BEARING THIMBLE

NOTE:

A

PLAN AT G1

SCALE: 1" = 1'-0"

DRILL TO

C STRUT PIN

ž ƒ ƒ

DIA 15.000"-.000

+.012

W.L.

A

C

S

T R

U T

STIFFENER

SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"

SCALE: FULL SIZE

WASHER 1 •"I.D.

BOLT STEEL

1'-0 •"

2'-7 •"6'-9 –"

9'-5 ‚" STRUT OPERATING RECESS

ž

1'-0 •"

1"

1"

7 –"

2 …"

R

T Y P

5"

10.000"

5"

DIA 6.000"

2'-10 ‡"

7 „" 1'-0 ‚" 6 „"8 …" •"

1 •"

5"

1"

2"

1 •"

1"

3" ž ž

A N

G E

16'-4 œ" TO W.P.

1'-4•"

1" 2'-8" 1"

Ž

ˆ

ˆ"

ˆ

" 1 ƒ"

1"

1'-4"

2'-8"

FLANGE PL …x6 …

BAR 5x…

FLANGE PL …x12

FLANGE PL …x6 … (BEYOND)

STIFFENER BAR 5x…

FLANGE PL …x12 (BEYOND)

BAR 5x…

INTERCOSTAL L3x2 •x…

L x x

FLANGE PL …x12

FLANGE PL …x6 …

FLANGE PL …x12

FLANGE PL …x12

PL …x8

STIFFENER BAR 5x…

PL …x8

STIFF BAR 5x…

L4x3x…

FLANGE PL …x12

BAR 5x…

1'012''

SCALE: 3'' = 1' - 0''

0 2'1' 3'12''

SCALE: 1 •'' = 1' - 0''

0 2' 4'1' 3' 5'12''

SCALE: 1'' = 1'- 0''

1'-2ž"

ASME B46.1 FOR "SURFACE ROUGHNESS,

" 4 N/A NOT USED

PL 2Š

PL 3

PL 2Š

PL 3

ƒ

H S D

G N

N

A

T

T E S

H-4-48189

ASTM A705, TYPE 630 MIN HARDNESS 40Rc 2 REQ'D

4 REQ'D

ASTM A564, TYPE 630, MIN HARDNESS 38Rc

16 REQ'D

ASTM A564, TYPE 630 MIN HARDNESS 38Rc

EYE BOLT MK 13-154-5

BOLT MK 13-154-9A

BUSHING MK 13-154-6A

COLLAR MK 13-154-7

COLLAR MK 13-154-7

MK 13-154-2

STRUT PIN MK 13-154-1

ADJUSTING RING MK 13-154-8 BOLT MK 13-154-9(A&B)

16 REQ'D MK 13-154-9A

20 REQ'D MK 13-154-9B

MATCH MK 13-154-2

COLLAR MK 13-154-7

BOLT MK 13-154-9B

MK 13-154-3

BUSHING MK 13-154-6B

FOR MK 13-154-9FOR MK 13-154-9

BEARING THIMBLE MK 13-154-3BEARING THIMBLE MK 13-154-2

MK 13-154- REQ'D DESCRIPTION MATL.

STRUT PIN MK 13-154-1

DRILL TO MATCH MK 13-154-3

M K

A

M K

B

W P

B ƒ

MT

UT UT

U T

5. STRUT PIN AND BUSHING SHALL BE INSTALLED FOR

FIT. AFTER VERIFICATION BY CONTRACTING OFFICER. P

O I N

U P

R I S

U I S I A

N A

SHALL BE REMOVED AND PACKAGED FOR SHIPMENT.

AND THRUST WASHER

ADJUSTING RINGS

AND THRUST WASHER

ADJUSTING RINGS

5 2 ‡" x 2‚" CROSBY MACHINERY EYE BOLT, COMM. GRADE

MK 13-154-8,8A,8B

MK 13-154-8,8A,8B

CONTRACTOR SHALL INSTALL PIN ASSEMBLY ON THE GATE.

SEE NOTE 5.

C J P

CJP CJP

(ƒ)

TYP

TYP

TYP

TYP

TYP

TYP

CRITICAL WELDS. ALL FILLET WELDS SHOWN

SHALL BE MAGNETIC PARTICLE TESTED.

SHOWN ARE FCM AND WELDS CONNECTED TO THEM ARE FRACTURE

NOTE:GIRDERS G1 AND G2, STRUT BOX, AND ALL OTHER MEMBERS

7. WELDS SHALL BE WRAPPED AND CONTINUOUS.

ƒ ƒ

1' -1 ''R

NOTE:

"GREASELESS BUSHING" TABLE.

13-154-8B ARE SHOWN ON DRW 20

MK 13-154-6A,13-154-6B,13-154-8A,

PL 3

A U

G

D P L

D J S

C O

G

D P L

D J S

C O B ž

B

A

C

D

B

A

C

D

1 3 4 5

21 3 4 5

C O

R

G I N

E E

R S

G I N

E

S

T R I C

L E

A N

S

N

L E

A N

U I S I A

N A

A U

G

DRAWING

FILE NUMBER

OF

O

V

C K

M I S

S I S

S I P

V

I B

U T

A R I E S

P I N

T

S E

M B

L Y

C A

S T I N

T A I L S

US Army Corps of Engineers

D E S

C R I P

T I O

N D

A T

E D

E S

C R I P

T I O

N D

A T

E A

P P

R

M A

R K

M A

R K

New Orleans District

A P

P R

S U

B M I T

T

S O

L I C I T

A T I

D E S I

M E

S C

A L

E

D A

T E

P L

O T

P L

O T

D E S I

G I N

E E

R

D E S I G

N

D A

T E

D R

A

C H

E C

K

1. FOR GENERAL NOTES AND WELDING NOTES

SEE DRAWING 2.

2. QUANTITIES LISTED ARE FOR ONE GATE (2 LEAVES)

3. SURFACE FINISHES SHALL CONFORM TO

WAVINESS AND LAY".

NOTES:

B

3. FILLETS •" RADIUS UNLESS NOTED.

BE DRILLED Ž" AND REAMED TO FIT AT ASSEMBLY.

1. HOLES FOR •" TURN BOLTS IN PINTLE SOCKET SHALL

SCALE: 1 •" = 1'-0"

ASTM A148, GRADE 80-50

2. SPOT FACE FAR SIDE.

PINTLE SOCKET NOTES:

SECTION

HOLES MK. "X"

SECTION B

A

A

1'-11›" R

A

ELEVATION

PLAN

N

T L

E

HOLES MK "X"

C PINTLE

B

E L

E V

A T I O

N

HALF ELEVATION/HALF SECTION

HOLES MK. "X"

SCALE: 1 •" = 1'-0"

HALF ELEVATION/HALF SECTION

SCALE: 1 •" = 1'-0"

PINTLE SHOE

ASTM A148, GRADE 80-50

„" R

‚" R

PLAN

HOLES MK "X"

EXCEPT AS NOTED

FINISH ALL OVER 125

DRILL œ" DIA.

x †" DEEP

(TYP. 7 PLACES)

DRILL AND TAP

AFTER ASSEMBLY

LOCKED IN PLACE

PLAN

PINTLE

SCALE: 1 •" = 1'-0"

ELEVATION

PLAN

7" R

QUOIN SEAL

PINTLE BASE

MK 155-2 (NIC)

PINTLE SOCKET

SECTION THRU PINTLE ASSEMBLY

SCALE: 1 •" = 1'-0"

SECTION THRU PINTLE ASSEMBLY

SCALE: 1 •" = 1'-0"

C G22C G22

FINISH ALL

OVER 250

ƒ

1 •"

SCALE: 6" = 1'-0"

Ÿ

2" 1 ƒ" ‚"

CORR. RESIST. STEEL 20 REQ'D

SCALE: 6" = 1'-0"

3 ƒ" 2 ‚"

"D I A

SCALE: 6" = 1'-0"

Ÿ

D I A

SCALE: 6" = 1'-0"

LOCK WASHER

2 ‡"

D I A

D I A

DRILL œ" HOLE FOR

1 Š" DIA. x •" DEEP

SCALE: 6" = 1'-0"

x1x0'-4 •"

12"R

5"

PL 1 •

DRILL 1 ‚" DIA. HOLE

DRILL Ž" HOLES

FOR ƒ"x 2 ƒ"BOLTS

•"2

3 •"

6" ƒ ƒ

1'-11" DIA.

+.001

-.001

19.000" DIA.

-.001

+.001

1'-11" DIA.

19.000" DIA. 3

" 4

STD. HEAD

2 •"

2" •" ƒ

1'-7 „" DIA.

-.000"

+.001" 19.002"

(TYP. 7 PLACES, SEE

PINTLE BUSHING PLAN)

4"

1'-6"R

2"

4"

2'-0"

DRILL AND TAP

4"

9"

PRESSURE

SIDE

60°

3"

4"

3'-7"

4"

4"

1'-5" 2"

DRILL FOR2

ƒ

1'-0 ƒ"

PINTLE BUSHING

PINTLE SHOE

EXISTING SEAL ANGLE

RUBBER SEAL

+.006

-.000DIA.

16.000"4"

4"

+.001

-.005 DIA.

+.000 24.000"

15.999"

-.007 DIA.

‚"R

EXCEPT AS NOTED

FINISH ALL OVER

BY OTHERS

EPOXY FILLER

1"

PL ‡

PL 1

TOP OF EXISTING SILL

SEAL

CLAMPS

PL …

DRILL

AND

TAP FOR MK 1-155-7

SPACES @ 4 ‚" C.C.

HOLES

TO MATCH SEAL CLAMP

3 °0

18°26'6" 11°33'54"

60°

60°60

1-ƒ"

6''

SCALE: 6'' = 1' - 0''

0 6''

0 2'1' 3'12''

SCALE: 1 •'' = 1' - 0''

ƒ š

FLANGE PL 1 x 6Š

PINTLE

C/L

EXISTING EL. (-)11.83

ASME B46.1 FOR "SURFACE ROUGHNESS,

6.252

6.250

6.500

6.499

6.249

6.250

15.998

16.000

FOR A 1''\ LIFTING EYE

WITH A 60° BEVEL IN THE TOP OF PINTLE

DRILL AND TAP A 1•'' DEEP HOLE

OVERSIZE GIRDER AND MACHINE TO A FINAL WEB THICKNESS DIMENSION OF ‡".

FULL BEARING IS REQUIRED BETWEEN PINTLE CASTING AND GIRDER WEB PLATE.

NOTE:

10‚"

1ƒ" 3‚"

OVER 90% OF THE PINTLE TO WEB PLATE CONTACT AREA.

90% OF THE PINTLE TO THRUST BLOCK CONTACT AREA AND 0.004 INCH GAP

FULL BEARING IS DEFINED AS HAVING NO MORE THAN A 0.002 INCH GAP OVER

5"

2„"

H S D

G N

N

A

T

T E S

H-4-48189

2 REQ'D

CORR. RESIST. STEEL 2 REQ'D

STRUCTURAL STEEL 2 REQ'D.

MK 14-155-4

PINTLE MK 14-155-3

MK 14-155-5

MK 14-155-1

MK 14-155-3

FOR MK 14-155-6 MK 14-155-9

FOR MK 14-155-6

FOR MK 14-155-7

FOR MK 14-155-8

MK 14-155-8 TO BE

MK 14-155-5

PINTLE BUSHING MK 14-155-4

KEY MK 14-155-10SET SCREW MK 14-155-6

PINTLE SOCKET MK 14-155-1R & MK 14-155-1L

MK 14-155-IR 1 REQ'D. AS SHOWN

MK 14-155-IL 1 REQ'D. OPP. HAND

MACHINE SCREW MK 14-155-8BOLT MK 14-155-7 BOLT MK 14-155-9

NOTE: BOLT MK 14-155-9 SHALL HAVE A CLASS LN-2 FIT

MK 10-149-2R

MK 14-155-8 COUNTER BORE

DRILL AND TAP

FOR 1"-8UNC-2B

x 1 1/2" DEEP

DRILL AND TAP

FOR 1"-8UNC-2B

x 1 1/2" DEEP

W P

B

2 REQ'D

ASTM A705, TYPE 630, MIN HARDNESS 40Rc

2 REQ'D

ASTM B584, ALLOY C93700

*DRILL & TAP

BEARING OF BOLT HEAD

AS REQUIRED FOR FULL

* SPOT FACE CASTING

P O I N

U P

R I S

U I S I A

N A

SEMI-CIRCULAR GREASE GROOVES

3/16: RADIUS @ 60 DEGREES C.C.

DRILL AND TAP FOR 1/2" DIA.

EXTRA STRONG BRASS PIPE (NIC)

PIPE (NIC)

1/2" EXTRA STRONG

CORR. RESIST. STEEL 20 REQ'D

CORR. RESIST. STEEL 32 REQ'D

6.501

6.500

MK 15-1

BUSHING,

-.0000

+.0045

-.0035

-.0043

-.0000

+.0045

-.0035

-.0043

QUANTITIES ARE TOTAL FOR 2 LEAFS

4 REQ'D. - TOTAL FOR 2 LEAFS

ASTM A668 CLASS E

.0

.0

‚" CHAMFER

…" CHAMFER

ƒ" PLATE

Ž" DIA. HOLE

3" DIA. HOLE

PIN RETAINER PLATE

DIAGONAL PIN BUSHINGS

8 REQ'D. - TOTAL FOR 2 LEAFS

STRUCTURAL STEEL

MK 15-1

MK 15-2

8" PIN MK 15-3

1…" DEEP

DRILL AND TAP 1-8 UNC

8 REQ'D.

UNS C95400

4 REQ'D.

UNS C95400

ƒ" PLATE

Ž" DIA. HOLE

3" DIA. HOLE

4 REQ'D. - TOTAL FOR 2 LEAFS

STRUCTURAL STEEL

BUSHING RETAINER PLATE

A U

G

D P L

D J S

C O B

THREAD FULL LENGTH (UNC-2A)

GREASE FOR EASY REMOVAL, REPLACE

WITH EYE BOLT WHEN REQUIRED

1" THREAD LENGTH. DRILL AND

TAP PLATES WELDED TO GATE TO

ACCOMODATE BOLTS (TYP)

MK 15-2

BUSHING,

BUSHING, MK 15-1

BRONZE BOLT ƒ"X2 1/2" LONG, BRONZE BOLT 1"x1‚" LONG, DRILL AND TAP PLATES WELDED

TO GATE TO ACCOMODATE BOLTS (TYP)

BRONZE BOLT ƒ" X 1 1/2" LONG, B

A

C

D

B

A

C

D

1 3 4 5

21 3 4 5

C O

R

G I N

E E

R S

G I N

E

S

T R I C

L E

A N

S

N

L E

A N

U I S I A

N A