W912EK21R0024 Drawings.pdf

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of Engineers

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APPROVAL RECOMMENDED BY:

DATE

DATE

DATE

DATE

DATE

GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

INDIVIDUALS APPEAR ON THESE PROJECT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND

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W912EK21R0024

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MITER GATE SPARE PARTS

MULTIPLE SITES

LE CLAIRE, IOWA

MISSISSIPPI RIVER BASIN

ROCK ISLAND DISTRICT

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ISSUE DATE: JULY 2021

CONTRACT/TASK ORDER NO:

SOLICITATION/MATOC/SATOC NO:

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MITER GATE WELDING NOTES TESTING

DIMENSIONAL TOLERANCES

GENERAL NOTES

FRACTURE CRITICAL MEMBERS

ABBREVIATIONS

FCM = FRACTURE CRITICAL MEMBER

DIA = DIAMETER

Ø = DIAMETER

PL = PLATE

TYP = TYPICAL

DS = DOWNSTREAM

US = UPSTREAM

ANCHORAGE BAR NOTES

3. SECTOR ARMS

2. SLEEVE NUTS

1. ANCHORAGE BARS

WIDTH OF 0.062", A DEPTH OF 0.010", AND A MINIMUM TIP RADIUS OF 0.020".

NUTS IN THE LOCATIONS SHOWN. THE LOW-STRESS DIE STAMPS SHALL HAVE A NOMINAL IMPRESSION

TALL CHARACTERS SHALL BE LOW-STRESS DIE STAMPED INTO THE ANCHORAGE BARS AND SLEEVE

12. PRIOR TO PAINTING, THE HYDRAULIC STEEL STRUCTURE (HSS) IDENTIFICATION NUMBERS IN 1-1/2"

CRITICAL MEMBERS AS DEFINED BY AWS D1.5

11. WITH RESPECT TO ANY WELD REPAIRS, THE ANCHORAGE BARS AND SPLIT NUT ARE FRACTURE

INSPECTORS NAME, DATE, AND INSPECTION RESULTS.

GOVERNMENT. REPORTS SHALL INCLUDE WELD LOCATION, TYPE OF INSPECTION, THE WELD

REPAIR. A PERMANENT RECORD OF EACH NDE EXAMINATION SHALL BE PROVIDED TO THE

10. IF WELD REPAIR IS NEEDED AND APPROVED BY THE COR, NDE SHALL BE PERFORMED ON THE

ELECTROPLATED.

IN REJECTION OF THE PART. THE TESTING SHALL BE PERFORMED BEFORE THE THREADS ARE

PARTICLE INSPECTION IN ACCORDANCE WITH ASTM E1444. ANY DISCONTINUITIES SHALL RESULT

9. THE ANCHORAGE BAR THREADS SHALL BE TESTED 100% BY WET FLUORESCENT MAGNETIC

REFLECTION SHALL RESULT IN REJECTION OF THE PART.

TESTED IN ACCORDANCE WITH ASTM A388. ANY DISCONTINUITY CAUSING A TOTAL LOSS OF BACK

8. THE ANCHORAGE BARS EXCEPT FOR THE THREADS SHALL BE ULTRASONICALLY STRAIGHT-BEAM

ACCORDANCE WITH ASTM A275 AND ASTM E1444.

7. THE ANCHORAGE BARS EXCEPT FOR THE THREADS SHALL BE MAGNETIC PARTICLE TESTED IN

CERTIFICATION, DATE, AND INSPECTION RESULTS.

REPORTS SHALL INDICATE WELD LOCATION AND TYPE OF INSPECTION, WELD INSPECTION NAME

6. A PERMANENT RECORD OF EACH NDT EXAMINATION SHALL BE PROVIDED TO THE GOVERNMENT.

MEASUREMENT SHALL NOT EXCEED 0.001 - 0.002 ON THE DRAWINGS ON THREAD TOLERANCES.

COATING SHALL CONFORM TO ASTM B766, TYPE II, OLIVE DRAB DICHROMATE DIP, THICKNESS

5. THREADED PORTIONS OF ANCHORAGE BARS SHALL BE ELECTRODEPOSITED WITH CADMIUM, CADMIUM

RADIUS OF 0.02" AND ALL SHOWN ROUND SHALL HAVE A RADIUS OF 0.25".

4. UNLESS OTHERWISE SHOWN AND EXCEPT FOR THREADS, ALL EDGES SHOWN SHARP SHALL HAVE A

ASSURE FIT. ANCHORAGE SHALL BE SET TO NORMAL DIMENSIONS ON S-701 AND S-703.

3. ANCHORAGE BARS AND SLEEVE NUTS SHALL BE PRE-ASSEMBLED PRIOR TO SHIPPING IN ORDER TO

SPECIFICATIONS.

2. SUPPLY AND USE THREAD GAGES FOR THREAD QUALITY CONTROL IN ACCORDANCE WITH THE

1/2" OF THE MINIMUM SPECIFIED VALUE.

VALUE LESS THAN THE MINIMUM SPECIFIED AND NONE OF THE SIX SPECIMENS SHALL HAVE LESS THAN

CHARPY V-NOTCH VALUE. NO MORE THAN TWO OF THE SIX SPECIMENS MAY HAVE AN IMPACT ENERGY

OF REMAINING SIX CHARPY V-NOTCH TEST VALUES SHALL MEET OR EXCEED THE MINIMUM SPECIFIED

EIGHT SPECIMENS SHALL BE TESTED. DISREGARD THE HIGHEST AND LOWEST VALUES. THE AVERAGE

SPECIFIED CHARPY V-NOTCH VALUE IS 30 FOOT-POUNDS AT 40 ºF. FOR THE CHARPY V-NOTCH TEST,

1. CLASS J FORGING WITH SUPPLEMENTARY REQUIREMENT, ASTM A788, PARAGRAPH S13. THE MINIMUM

EACH PIECE PRIOR TO DELIVERY.

TOLERANCE FOLLOWS THE ASTERISK. SUBMIT CONTROL DIMENSION MEASUREMENTS FOR

THE ACCEPTANCEDIMENSIONS MARKED WITH AN ASTERISK ARE CONTROL DIMENSIONS.3.

ON THE DRAWINGS.

INCH FROM THE DIMENSIONS SHOWN2

1 PLATES SHALL NOT VARY BY MORE THAN

2. FOR THE ENTIRE HEIGHT OF THE WALKWAY, THE LENGTH OF THE WALKWAY BETWEEN END

INCH.4

1 DIMENSION BY MORE THAN

1. THE OVERALL HEIGHT AND WIDTH OF WALKWAYS SHALL NOT VARY FROM THE NOMINAL

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6. PINTLE SOCKET AND PINTLE BUSHING WILL BE TESTED IN ACCORDANCE WITH THE SPECIFICATIONS.

THE RESULTS APPROVED BY THE CONTRACTING OFFICER PRIOR TO PRIMING.

5. ALL OTHER WELDS NOT OTHERWISE MENTIONED SHALL BE VISUALLY INSPECTED BY A CWI AND THE

- SEE ADDITIONAL NDT LOCATIONS SHOWN ON THE DRAWINGS.

- 100% OF WELDS TO BE INSPECTED BY A CWI.

4. VISUALLY INSPECTED:

- ALL CJP AND BUTT JOINTS.

3. ULTRASONIC TESTING:

- 100% OF FILLET WELDS.

- AS SHOWN ON DRAWINGS AND IN ACCORDANCE WITH THE SPECIFICATIONS.

2. MAGNETIC PARTICLE:

PERFORMED IN THE FABRICATION FACILITY PRIOR TO DELIVERY TO THE JOB SITE.

BY THE CONTRACTOR AND APPROVED BY THE GOVERNMENT. ALL TESTS SHALL BE

1. A DOCUMENTATION PROCEDURE FOR ALL NONDESTRUCTIVE TESTING SHALL BE PROPOSED

WITH SPECIFICATION 05 05 14 AND SUBMIT TO THE GOVERNMENT FOR APPROVAL.

SHOP DRAWINGS. THE FABRICATOR SHALL PRODUCE SHOP DRAWINGS IN ACCORDANCE

19. THESE CONTRACT DRAWINGS ARE NOT INTENDED TO BE USED AS DETAILED FABRICATION

18. ALL BOLTED CONNECTIONS SHALL BE PAINTED.

TH TURN. 6

1 BY MATCH MARKING AND ROTATING THE NUT

17. THREE WEEKS AFTER THE INITIAL BOLT TENSIONING, ALL BOLTS SHALL BE RE-TENSIONED

REMAINING ON EXPOSED NUT SURFACES SHALL BE REMOVED.

BEARING FACE. AFTER TENSIONING AND PRIOR TO PAINTING, ALL LUBRICANT

16. ALL NUTS FOR BOLTS SHALL HAVE LUBRICANT AT LEAST ON THE THREADS AND ONE

PRETENSIONED CONNECTIONS WITH LONG SLOTTED HOLES.

STRUCTURAL-GRADE STEEL MEETING THE REQUIREMENTS OF ASTM F436 FOR

15. WASHERS SHALL BE 5/16-INCH THICK PLATE WASHER OR CONTINUOUS BAR OF

WITH OVERSIZED HOLES AND SHORT SLOTTED HOLES.

14. WASHERS SHALL CONFORM TO ASTM F436 FOR PRETENSIONED CONNECTIONS

THAN 125 MICRO INCHES.

13. ALL HOLES AND CUT SURFACES SHALL HAVE A SURFACE ROUGHNESS NOT HIGHER

DIMENSIONS.

12. DRAWINGS ARE GENERALLY TO SCALE BUT SHOULD NOT BE SCALED TO OBTAIN FINAL

MACHINED AND FAYING SURFACES SHALL BE PROTECTED AS NOTED IN SPECIFICATIONS.

RESISTANT SURFACES SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS.

11. ALL EXPOSED STRUCTURAL STEEL, EXCEPT MACHINED SURFACES AND CORROSION

SPECIFICATIONS.

10. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH

OF THE QUALITY CONTROL IN ACCORDANCE WITH THE SPECIFICATIONS.

ASSURE COMPLIANCE WITH THE CONTRACT REQUIREMENTS AND SHALL MAINTAIN RECORDS

9. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A QUALITY CONTROL SYSTEM TO

BE MADE FOR MACHINING, SHRINKAGE AND DISTORTIONS DUE TO WELDING.

8. DIMENSIONS SHOWN OR CALLED FOR ARE FINAL DIMENSIONS AND ALLOWANCES MUST

EDITION.

AND THE AMERICAN WELDING SOCIETY, BRIDGE WELDING CODE (AWS D1.5) LATEST

MEMBERS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATION

7. THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED STRUCTURAL STEEL

"SURFACE TEXTURE".

6. SURFACE FINISHES SHALL CONFORM TO ANSI STANDARD B46.1 - 2009 CODE FOR

FURNISHED.

MODERN PRACTICES TO CONFORM TO THE SPECIFICATIONS FOR THE ITEM OF WORK BEING

5. WORKMANSHIP SHALL BE OF THE HIGHEST GRADE IN ACCORDANCE WITH THE BEST

CONNECTIONS.

4. UNLESS OTHERWISE NOTED, ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE

SAMPLE AND TEST ACCORDING TO ASTM A673, USE (H) FREQUENCY OF TESTING.

TEMPERATURE ZONE 2 SHALL BE USED WHEN APPLYING REQUIREMENTS SECTION 10.2.

AND MARKING) SHALL APPLY TO ALL OTHER PLATE STEEL UNO. IMPACT TESTING

OF ASTM A709 SECTION 10.1 (NON-FRACTURE CRITICAL, T2, MATERIAL; TOUGHNESS TESTING

FOUND IN THIS SPECIFICATION SHALL APPLY TO THE SECTOR ARM. THE REQUIREMENTS

SECTION 10.2 (FRACTURE-CRITICAL, F, MATERIAL; TOUGHNESS TESTING AND MARKING)

ASTM A709 "HIGH STRENGTH LOW ALLOY" GRADE 50. THE REQUIREMENTS OF ASTM A709

THE SPECIFICATIONS. ALL STRUCTURAL STEEL, UNLESS NOTED OTHERWISE SHALL BE

3. ALL MATERIALS SHALL BE AS SPECIFIED ON THE DRAWINGS, AND IN

CONTRACT DRAWINGS.

LOOKING DOWNSTREAM. THE RIGHT LEAF WALKWAY IS SHOWN EXCLUSIVELY ON THE

2. THE RIGHT LEAF WALKWAY IS ON THE RIGHT HAND SIDE OF THE LOCK CENTERLINE WHEN

EXCEPT AS NOTED ON THE CONTRACT DRAWINGS.

RIGHT AND ONE LEFT LEAF WHICH ARE OPPOSITE HAND BUT OTHERWISE IDENTICAL

ACCORDANCE WITH THE SPECIFICATIONS. THE WALKWAY ASSEMBLY IS COMPRISED OF ONE

ASSEMBLIES AS SHOWN ON THE CONTRACT DRAWINGS AND BID SCHEDULE IN

1. THE CONTRACTOR SHALL FABRICATE, ASSEMBLE, PAINT, AND DELIVER COMPLETE

METAL.

14. ALL WELDING WILL BE CONDUCTED USING LOW HYDROGEN PROCESSES AND 70 KSI WELD

THE PATCHED HOLES SHALL BE FINISHED SMOOTH PRIOR TO PAINTING.

MATERIAL SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS.

MATERIAL THAT IS EQUAL TO "BELZONA 1111" PRIOR TO PAINTING. THIS FILLER

WOULD ALLOW WATER TO PASS THROUGH THE LEAF SHALL BE FILLED WITH AN APPROVED

13. ALL WELD ACCESS HOLES THAT CREATE AN OPENING IN THE DAMMING SURFACE THAT

1 1/2" RADIUS.

SHALL BE SIZED IN ACCORDANCE WITH THE LATEST EDITION OF AISC AND NO SMALLER THAN

12. WELD ACCESS HOLES SHALL BE USED TO PREVENT THE INTERSECTION OF WELDS. THEY

WELDING CODE (AWS D1.5) LATEST EDITION.

IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN WELDING SOCIETY, STRUCTURAL

11. WHERE FILLET WELD SIZE IS NOT SHOWN, THE SIZE SHALL BE THE MINIMUM REQUIRED

LATEST EDITION.

ALL SPLICES SHALL BE COMPLETE JOINT PENETRATION WELDS ACCORDING TO AWS D1.5

CLEARLY SHOWN ON THE SHOP DRAWINGS AND CLOUDED FOR GOVERNMENT APPROVAL.

10. ALL SPLICES MADE THAT ARE NOT SHOWN ON THE CONTRACT DRAWINGS SHALL BE

WELDING SOCIETY, STRUCTURAL WELDING CODE (AWS D1.5) LATEST EDITION.

PENETRATION GROOVE WELDS IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN

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

8. GRIND WELDS FLUSH ON ALL BUTT JOINTS.

"CJP" REFERS TO COMPLETE JOINT PENETRATION WELDS.

AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE (AWS D1.5) LATEST EDITION.

PENETRATION (CJP) BUTT WELDS IN ACCORDANCE WITH THE PROVISIONS OF THE

7. UNLESS OTHERWISE NOTED, ALL BUTT JOINTS SHALL BE COMPLETE JOINT

6. UNLESS OTHERWISE NOTED, ALL WELDS SHALL BE COMPLETE JOINT PENETRATION (CJP).

LENGTH OF WELD CALLED FOR ON THE DRAWINGS SHALL BE THE EFFECTIVE LENGTH.

5. THE WORKING DRAWINGS SHALL CLEARLY DISTINGUISH BETWEEN SHOP AND FIELD WELDS.

TO THE APPROVAL OF THE CONTRACTING OFFICER.

MINIMIZE RESIDUAL (LOCKED-UP) STRESSES AND DISTORTION, AND SHALL BE SUBJECT

4. WELDING SEQUENCE AND TECHNIQUE OF WELDING SHALL BE CAREFULLY CONTROLLED TO

WITH REGARD TO THE FILLER METAL AND OTHER FEATURES OF THE TECHNIQUES.

3. CONTRACTOR'S SPECIFICATIONS ACCOMPANYING WORKING DRAWINGS SHALL BE SPECIFIC

WITH THE SPECIFICATIONS.

INFORMATION SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL IN ACCORDANCE

AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED WELDING

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

STRUCTURAL WELDING CODE AND TO THE PROVISIONS OF THE SPECIFICATIONS.

APPLICABLE SHALL CONFORM TO THE AMERICAN WELDING SOCIETY (AWS D1.5)

THE ATMOSPHERE FROM THE MOLTEN METAL. WORKMANSHIP AND TECHNIQUE, WHERE

1. ALL WELDING SHALL BE ELECTRIC ARC WELDING, USING A METHOD WHICH EXCLUDES

HOLES

WELD ACCESS PLATES TYP

END OF ALL WELDED

WRAP WELD AROUND

WRAP WELD DETAIL

SCALE: NO SCALE

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SHEET ID

S-702-A1

S-702-A1

S-701-F1

S-701-F1

S-701-A12

S-701-A12

US Army Corps

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XXXXXXX LE025

XXXXXXX SE033

"32 11'-1

"8 1R

"8 1R

L1

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"4

BLUNT START. HAND GRINDING IS ACCEPTABLE

REMOVE FIRST INCOMPLETE THREAD FOR

2'1'0SCALE : 1"=1'-0"A1

PLAN

ELEVATION

0 6" 1' 2'SCALE : 1 1/2"=1'-0"F1

S-701-G1 - ANCHORAGE BAR

0 6" 1' 2'SCALE : 1 1/2"=1'-0"A12

S-701-A12 - ANCHORAGE BAR

0.050x45° MIN. CHAMFER (TYP)

R 0.030 MIN., R 0.075 MAX. (TYP)

" x 45°16

"8 3R

DIAMETER

MINOR

DETAIL A

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6.500 - 1.33 - ACME-4C-RH

6.500 - 1.00 - ACME-4C-RH

OFFICER UPON REQUEST

TO BE PROVIDED BY THE CONTRACTING

THE HSS IDENTIFICATION NUMBERS

OFFICER UPON REQUEST

TO BE PROVIDED BY THE CONTRACTING

THE HSS IDENTIFICATION NUMBERS

ANCHORAGE BAR THREADS

SCALE : NTSL1

MATERIAL

MATERIAL SCHEDULE

ITEM MARK NO. DESCRIPTION

S-701-F1

S-702-A1

S-702-J1

GUDGEON PIN BUSHING

ASTM B22, UNS NO. C86300

MANGANESE BRONZE

FORGED STEEL-ASTM A668, CLASS J

FORGED STEEL-ASTM A668, CLASS J

SLEEVE NUT ASTM A668 CLASS J

S-701-A12

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SEE S-702-J1 FOR

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6'-10" * +/- 1/4"

1'-3" * +/- 1/4"

/8

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R

-.000

+.0012

BORE

11.003" *

10'-0" * +/- 1/4"

" * +/- 1/4"4

2'-11

" * +/- 1/4"4

1'-2

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-.000

+.002

BORE

10" * +/- 1/16"

R

7.000" *

LONG ANCHORAGE BAR

SHORT ANCHORAGE BAR

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15°

BLUNT START. HAND GRINDING IS ACCEPTABLE

REMOVE FIRST INCOMPLETE THREAD FOR

15°

GENERAL NOTES

GUDGEON BUSHING

EYE BAR, ONE SHORT EYE BAR, ONE SLEEVE NUT, AND ONE

ANCHORAGE BAR ASSEMBLY WHICH CONTAINS ONE LONG

QUANTITIES ARE FOR ONE COMPLETE LAPPED BAR STYLE1.

LAPPED BAR STYLE ANCHORAGE ASSEMBLY

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R

IV

E R B

A S

IN

R O

C K I S

L A

N D D

IS

T R

IC

T

XXXXXXX SN017

"8

", TYP8

1R

NPT LUBRICATION FITTING

"4

1(2) OPPOSITE HAND FOR

THREAD, C'BORE Ø.75, .50 MIN,

.250 - 28UNF - 3B, .25 MIN FULL

DRILL THROUGH & TAP FOR

Ø

" (T Y P

R

"16

1'-

0.051 x 45° CHAMFER (TYP)

R 0.075 MAX (TYP)

R 0.030 MIN,

0 6" 1' 2'SCALE : 1 1/2"=1'-0"A1

S-702-A1 - SLEEVE NUT

FINISH ALL SURFACES EXCEPT AS NOTED125

1' -0

" DIA. SCREWS8

AND COUNTERSINK FOR

" DIA. HOLES, DRILL32

-132

0 6" 1' 2'SCALE : 1 1/2"=1'-0"J1

S-702-J1 - GUDGEON PIN BUSHING

B

M R

P R

O J

THREAD BLUND START

REMOVE INCOMPLETE

6.500-1.33 ACME-4C-RH

THREAD BLUND START

REMOVE INCOMPLETE

6.500-1.00 ACME-4C-RH

OFFICER UPON REQUEST

TO BE PROVIDED BY THE CONTRACTING

HSS IDENTIFICATION NUMBERS

A11

DETAIL - OIL GROOVE

SCALE : NTS

SEE OIL GROOVE DETAIL

" OIL GROOVES8

FULL INNER CIRCUMFERENCE DEVELOPED

4 SP @ 90°

GENERAL NOTES

MATERIAL SCHEDULE ON SHEET S-701.1.

Ø1'-1"

Ø 11.003"

A

M C

K E

L V

E Y

E J

O H

N S

O N

M L

IN

D S

E Y

B J

O N

E S

W E

K

R

E R G

A T

E S

P A

R E P

A R

T S

L E C

L A

IR

E

IO

W A

R O

C K I S

L A

N D

IL

L

IN

O

IS

B

M R

P R

O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

C H

O R

A G

E P

A R

T S

/0

/2

Ø 9.996" -.000

* +.003

+.004

* +.005

" * +/- 1/8"8

1'-9

/8

" * +/- 1/8"8

4" * +/- 1/8"16

L in d s e y

M ic h a e l L C

IV

U

S A

R M

Y C

E M

V R

U S

A

S O

L

IC

IT

A T

S-704-H1

S-704-A1

S-705-H5

S-704-A1

S-705-A5

S-705-H5

S-704-H1

S-705-H13

S-704-H10

S-705-A13

S-704-H10

S-704-A10

S-704-A16

S-704-A16

S-704-A10

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

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S U

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IT

T E

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Y

C H

E C

K E

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Y

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N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S-703

E P

W

W o rk \1

\6

\B

M

R P

R O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

:3

Z E

IS

P W

Z

-J

U L -2

A N

S p e c if ic

W o rk

A rc h iv e

M U

L T

IP

L E S

IT

E S

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

R O

C K I S

L A

N D D

IS

T R

IC

T

D E

T A

IL

S

B

M R

P R

O J

C PIN

C PIN

C P

IN

T L E

L

L

L

A1 A12

DETAIL

0 6" 1' 2'SCALE : 1 1/2"=1'-0"0 1' 2' 4'SCALE : 1/2"=1'-0"

A12

10'-0" NORMAL

C PINL

NOT IN CONTRACT

GUDGEON PIN -

/0

/2

A

M C

K E

L V

E Y

E J

O H

N S

O N

M L

IN

D S

E Y

B J

O N

E S

MATERIAL

MATERIAL SCHEDULE

ITEM MARK NO. DESCRIPTION

S-704-H1

ANCHORAGE BAR

ANCHORAGE BAR

SLEEVE NUT

E R G

A T

E S

P A

R E P

A R

T S

L E C

L A

IR

E

IO

W A

R O

C K I S

L A

N D

IL

L

IN

O

IS

W E

K

R

B

M R

P R

O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

G U

D G

E O

N L

IN

K A

N C

H O

R A

G E P

A R

18.43

QTY PER ASSEMBLY

S-704-A1

S-704-A10

S-704-A16

5 2 GUDGEON LINKS-704-H10 SAE 4340

6 16S-705-A1

NUT AND WASHER

TURNED BOLT WITH

NUT: ASTM A563

BOLT: ASTM A449

7 1S-705-A5 STRUCTRAL STEEL - ASTM A36

8 1

COLLAR (FOR S-705-H5)

S-705-A13

(FOR S-705-H5)

ANCHORAGE PIN BUSHING

9 1 SAE 4340ANCHORAGE PINS-705-H5

10 1S-705-J9 EYE BOLT (FOR S-705-H5)

FORGED STEEL - ASTM A668, CLASS J

FORGED STEEL - ASTM A668, CLASS J

FORGED STEEL - ASTM A668, CLASS J

FORGED STEEL - ASTM A668, CLASS J

FORGED STEEL - ASTM A668, CLASS F

11 1S-705-H13 GUDGEON PIN BUSHING

ASTM B22, UNS NO. C86300

MANGANESE BRONZE

2'-3" * ±1/16"

ANCHORAGE BAR

ASTM B22, UNS NO. C86300

MANGANESE BRONZE

L in d s e y

M ic h a e l L C

IV

U

S A

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Y C

E M

V R

U S

A

GUDGEON LINK STYLE ANCHORAGE ASSEMBLY

GENERAL NOTES

STYLE ANCHORAGE ASSEMBLY SET.

QUANTITIES ARE FOR ONE COMPLETE GUDGEON LINK1.

S O

L

IC

IT

A T

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S-704

E P

W

W o rk \1

\6

\B

M

R P

R O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

:3

Z E

IS

P W

Z

-J

U L -2

A N

S p e c if ic

W o rk

A rc h iv e

M U

L T

IP

L E S

IT

E S

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

R O

C K I S

L A

N D D

IS

T R

IC

T

D E

T A

IL

S

B

M R

P R

O J

125125

3"

"2

"2

1"

1 T

Y P

S-704-A1, SPOT FACE

DRILL FOR S-705-A1 - SEE

GL009A

XXXXXXX

"8 1R

" x 45°16

"8 3R

DIAMETER

MINOR

DETAIL A

(TYP)

R 0.030 MIN., R 0.075 MAX.

(TYP)

0.050x45° MIN. CHAMFER

0 3" 6" 9" 12"SCALE : 3"=1'-0"L16

ELEVATION - ANCHORAGE BAR

H16

DETAIL - BAR THREADS

SCALE : NTS

0.051 x 45° CHAMFER (TYP)

R 0.075 MAX (TYP)

R 0.030 MIN,

"16

1'-0

Ø

6 " (T

Y P

R

XXXXXXX SN017

A16

S-704-A16 - SLEEVE NUT

THREAD BLUND START

REMOVE INCOMPLETE

6.500-1.00 ACME-4C-RH -

THREAD BLUND START

REMOVE INCOMPLETE

6.500-1.33 ACME-4C-RH -

H10

S-704-H10 - GUDGEON LINK

A1

S-704-A1 - ANCHORAGE BAR

A10

S-704-A10 - ANCHORAGE BAR

H1

S-704-H1 - ANCHORAGE BAR

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

XXXXXXX SE037

"4

GRINDING IS ACCEPTABLE

BLUNT START. HAND

INCOMPLETE THREAD FOR

REMOVE FIRST

-.0 00+.

6.500 - 1.33 - ACME-4C-RH

0 6" 1' 2'SCALE : 1 1/2"=1'-0"0 6" 1' 2'SCALE : 1 1/2"=1'-0"

-.0

.0

XXXXXXX LE020

6'-10"

BLUNT START. HAND GRINDING IS ACCEPTABLE

REMOVE FIRST INCOMPLETE THREAD FOR

"2

R

8 5/8"

R

XXXXXXX LE020

BLUNT START. HAND GRINDING IS ACCEPTABLE

REMOVE FIRST INCOMPLETE THREAD FOR "2

-.0

.0

R

6.500 - 1.00 - ACME-4C-RH

6.500 - 1.00 - ACME-4C-RH

Ø .0

* B

O R

E

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

W E

K

R

E R G

A T

E S

P A

R E P

A R

T S

L E C

L A

IR

E

IO

W A

R O

C K I S

L A

N D

IL

L

IN

O

IS

A N

C H

O R

A G

E P

A R

T S

G U

D G

E O

N L

IN

K

E J

O H

N S

O N

A F

L

IN

T R

O P

M L

IN

D S

E Y

B J

O N

E S

/0

/2

B

M R

P R

O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

H16H16

H16

R

OFFICER UPON REQUEST

TO BE PROVIDED BY THE CONTRACTING

HSS IDENTIFICATION NUMBERS

OFFICER UPON REQUEST

TO BE PROVIDED BY THE CONTRACTING

HSS IDENTIFICATION NUMBERS

OFFICER UPON REQUEST

TO BE PROVIDED BY THE CONTRACTING

HSS IDENTIFICATION NUMBERS

OFFICER UPON REQUEST

TO BE PROVIDED BY THE CONTRACTING

HSS IDENTIFICATION NUMBERS

OFFICER UPON REQUEST

TO BE PROVIDED BY THE CONTRACTING

HSS IDENTIFICATION NUMBERS

WITH BUSHING S-705-H13

S-705-A1 DRIVEN IN PLACE BORE FOR FIT

PROPER ANGULAR POSITION WITH BOLTS

FOR Ø 1 1/16" TURNED BOLTS S-705-H10 IN

12 HOLES, DRILL AND REAM FOR LT1 FIT

GENERAL NOTES

SCHEDULE ON SHEET S-703.

FOR QUANTITIES AND MATERIAL DESIGNATION, SEE MATERIAL1.

L16L16

L16

1'-3" * +/- 1/4"

/8

1'-3" * +/- 1/4"

/8

/8

.2

" * B

O R

E

4'-7" * +/- 1/4"

/1 6"

R

/8

7.

B

R E

/- 1 /1

R

" * +/- 1/4"4

2'-11

" * +/- 1/4"4

1'-2

" * +/- 1/8"8

1'-9

/8

Ø7.020" BORE -.000

* +.002

" * +/- 1/16"

15R 10

1/

R

/1

/1

/1

2 "

/1

+/- 1/16" 8" *

+/- 1/16"

*"2

1'-1

+/- 1/16"

*"2

1'-1

+/- 1/16" 10" *

-.000

* +.002

Ø11.250" BORE

L in d s e y

M ic h a e l L C

IV

U

S A

R M

Y C

E M

V R

U S

A

15°

" * +/- 1/8"16 154 " * +/- 1/8"8

R 1/

R

S O

L

IC

IT

A T

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S-705

E P

W

W o rk \1

\6

\B

M

R P

R O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

:3

Z E

IS

P W

Z

-J

U L -2

A N

S p e c if ic

W o rk

A rc h iv e

M U

L T

IP

L E S

IT

E S

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

R O

C K I S

L A

N D D

IS

T R

IC

T

GALV STEEL

0 1" 2" 3" 4"SCALE : 6"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"

0 3" 6" 9" 12"SCALE : 3"=1'-0"

0 3" 6" 9" 12"SCALE : 3"=1'-0"

0 3" 6" 9" 12"SCALE : 3"=1'-0"

"8

Ø2"

M

IT

E R G

A T

E

B

M R

P R

O J

SCALE : NTSM9

DETAIL - OIL GROOVE

"8

" R8

J9

S-705-J9 - EYE BOLT

FULL INNER CIRCUMFERENCE DEVELOPED

2 SPCS @ 60° = 120°30°

9.

6"

SURFACES 125

FINISH ALL

H13

S-705-H13 - GUDGEON PIN BUSHING

A13

S-705-A13 - ANCHORAGE PIN BUSHING

SURFACES 125

FINISH ALL

FULL INNER CIRCUMFERENCE DEVELOPED

SEE TABLE OF PARTS ON SHEET S-703.

FOR QUANTITIES AND MATERIAL DESIGNATION,

SHEET NOTE:

7.

0"

A5

S-705-A5 - COLLAR

1"

BOLT WITH NUT

"2 1"x98

5FOR

"Ø HOLE16

SURFACES 125

FINISH ALL

2"

H5

S-705-H5 - ANCHORAGE PIN

2"

"8

SURFACES 125

FINISH ALL

WITH NUT

" BOLT2

1"x98

"Ø HOLE FOR16

1710-B

BASIS: ALAMITE

FITTING. DESIGN

LUBRICATION

" NPT8

DRILL AND TAP FOR

"8

3DRILL Ø

A1

S-705-A1 - TURNED BOLT

"16

Ø1"

HEX HEAD

"Ø HEAVY8

HEX NUT

1"Ø HEAVY

WASHER, REGULAR

SPRING LOCK

W E

K

R

E R G

A T

E S

P A

R E P

A R

T S

L E C

L A

IR

E

IO

W A

R O

C K I S

L A

N D

IL

L

IN

O

IS

A N

C H

O R

A G

E P

A R

T S

G U

D G

E O

N L

IN

K

A

M C

K E

L V

E Y

E J

O H

N S

O N

M L

IN

D S

E Y

B J

O N

E S

/0

/2

B

M R

P R

O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

LT1 FIT W/ S-704-A1

2 1/2" FOR S-705-J9

Ø2" AND TAP TOP

DETAIL S-705-M9

SEE OIL GROOVE

" OIL GROOVES,8

NOTE: USE FOR S-705-H5.

GENERAL NOTES

SCHEDULE ON SHEET S-703.

FOR QUANTITIES AND MATERIAL DESIGNATION, SEE MATERIAL1.

DETAIL S-705-M9

SEE OIL GROOVE

" OIL GROOVES,8

Ø6.995" -.000

* +.002

-.0

11.254" -.000

.002

-.000

.002

L in d s e y

M ic h a e l L C

IV

U

S A

R M

Y C

E M

V R

U S

A

S O

L

IC

IT

A T

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S-706

E P

W

W o rk \1

\6

\B

M

R P

R O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

:3

Z E

IS

P W

Z

-J

U L -2

A N

S p e c if ic

W o rk

A rc h iv e

M U

L T

IP

L E S

IT

E S

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

R O

C K I S

L A

N D D

IS

T R

IC

T

FRONT ELEVATION

A1 0 3" 6" 9" 12"SCALE : 3"=1'-0"

0 3" 6" 9" 12"SCALE : 3"=1'-0"

0 3" 6" 9" 12"SCALE : 3"=1'-0"H16

SECTION

SECTION

D E

T A

IL

P

IN

T L E C

A S

T

IN

G

SCALE : NTSSCALE : NTS

DETAIL - RABBETDETAIL - SET SCREW

ASSEMBLY - PINTLE SOCKET CASTING

B

M R

P R

O J

"8

"8

CASTING S-706-A1

PINTLE SOCKET

"4

"8

"8 51 @ 3

"2 14 @ 2

SET SCREW

BRONZE HEX HEAD

FUTURE GREASE PIPE

IN TOP OF SOCKET FOR

DRILL Ø1 1/4" CORE HOLE

M1 M5

"2

1'-1

9" "2

10 3"

"2

2.49"

11.49"

"4

R

SET SCREW S-706-M1

FINISH LINE

S-706-M1

3 5/8" SET SCREW -

S-706-M1

2 1/2" SET SCREW -

MATERIAL: CAST STEEL (ASTM A148 GRAD 80-50)

A1

C PINTLEL

PLANSIDE ELEVATION

4" "16

3" "16

C P

IN

T L E

L

"16

"8

2 "8

"8

2 "16

"4

6"16

10"16

1 "4

"4

8"4

4"4

4"2

5 "4

" H O

LE

-0.000

+0.004

H16

0 3" 6" 9" 12"SCALE : 3"=1'-0"

SECTION

S-706-M1

3 5/8" SET SCREW

S-706-M1

2 1/2" SET SCREW

S-706-M1

2 1/2" SET SCREW

S-706-M1

2 1/2" SET SCREW

A B

O U

T C

S Y

M M

E T

R

IC

A L

L

R

"2

R

9"

R

A12

W E

K

R

E R G

A T

E S

P A

R E P

A R

T S

L E C

L A

IR

E

IO

W A

R O

C K I S

L A

N D

IL

L

IN

O

IS

A

M C

K E

L V

E Y

E J

O H

N S

O N

M L

IN

D S

E Y

B J

O N

E S

/0

/2

B

M R

P R

O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

(14)7/8" ASTM F3125, GR A325 BOLTS

Ø15/16" HOLES FOR

K11

K11

CRATE BOLTS WITH CASTING

PROVIDE BOLTS, PACKAGE, LABEL AND

GRADE BD TURNED BODY BOLTS (TYP).

Ø1.125 HOLES FOR ASTM A354,

1'-6" *-0.000

+0.001

L in d s e y

M ic h a e l L C

IV

U

S A

R M

Y C

E M

V R

U S

A

S O

L

IC

IT

A T

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S-707

E P

W

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A1 A12

SECTIONASSEMBLY - PINTLE SOCKET BUSHING

0 1" 2" 3" 4"SCALE : 6"=1'-0" 0 1" 2" 3" 4"SCALE : 6"=1'-0"

S-706-M5

SEE RABBET DETAIL

"2

3/16" DEEP @ 60° CENTERS

3/8" GREASE GROOVES

1" FROM BOTTOM

END GREASE GROOVES

A12

A B

O U

T C

S Y

M M

E T

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IC

A L

L

"8 3R

"43

R

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* +0.0071'-6"

.0

.0

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4" 4"

6"6"

1'-0"

Ø 1 13/16" HOLES

8"1" 1"

1/2"

R "

10'-10"

"16

10'-4"2

1'-1

Ø 1 13/16" HOLES

"4

"2

"16

4'-10

4"

5'-2"11"

"2 11R

"21 1R

3" 3"

"41 5R

'-4

R

R

R

"16

R

"4

1'-3

6"

6"

"4 11R

R

8" 1"1"

Ø 1 13/16" HOLES

1"

R

-0

B O

R E Ø

FITTING. DRILL WITH BUSHING INSTALLED

DRILL AND TAP Ø 21/64" FOR 1/8" PIPE

WITH BUSHING

SET SCREW WHEN ASSEMBLED

DEEP FOR 3/8" x 1 1/8" HEADLESS

DRILL AND TAP Ø 3/8" x 1 1/4"

1"

1"

W E

K

R

E R G

A T

E S

P A

R E P

A R

T S

L E C

L A

IR

E

IO

W A

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C K I S

L A

N D

IL

L

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IS

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/0

/2

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C A

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-S -7

.d g n

GENERAL SHEET NOTES

ALTERNATIVES TO COR FOR APPROVAL.

THREE PIECES TOGETHER. CONTRACTOR MAY SUBMIT

OUT OF ASTM A709 GRADE 50F, ZONE 2. THEN WELD THE

OUT OF ASTM A36 AND FABRICATE THE MIDDLE PORTION

DESIGN BASIS: MACHINE THE ENDS OF THE SECTOR ARM1.

PL 1 1/4"

PL 1 1/4"

100% UT

100% MT

CJP

100% UT

100% MT

CJP

ASTM A36

ASTM A36

ASTM A709 GRADE 50F, ZONE 2

L in d s e y

M ic h a e l L C

IV

U

S A

R M

Y C

E M

V R

U S

A

0 6" 1' 2'SCALE : 1 1/2"=1'-0"A1

DETAIL - SECTOR ARM

"4

" 4

" 5

"5

(TYP)

ACCESS HOLE

R 1 1/2" WELD

S O

L

IC

IT

A T

B

C

D

E

F

G

H

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K

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S U

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C H

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K E

D B

Y

D R

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D E

S

IG

N E

D B

Y

C O

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R A

C T N

O

S O

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IC

IT

A T

IO

N N

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S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

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A R

M Y C

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P S O

F E

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IN

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S-711

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IS

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IN

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L A

N D D

IS

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IC

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A N

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E A

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P R

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"4

Ø 1'-6

Ø 1'-6" TAPPERED TO Ø 1'-6 1/2"

5'-9""2

1'-1

10"

8" 1"1"

4"

11"

5"

R

1'-7" 1'-6"

"4

"4

"2

1"

1" R

"2

R

"4

7 "2

38.12°

.1 2°

.1

38.12'

.1

"2

R

R

"2

R

"16

1R

'-3

R

R

R 6

R

7"

R 1"

R 1"

R 1"

R 1"

R "2

R "2

Ø 1/2" HOLE

R 1"

Ø 1" HOLE

Ø 1 13/16" HOLES

Ø 1 13/16" HOLES

Ø 3" HOLES

R

BUSHING

ASSEMBLED WITH

SCREW WHEN

HEADLESS SET

FOR 3/8" x 1 1/8"

Ø3/8" x 1 1/4" DEEP

DRILL AND TAP

H17

SECTION

A1 0 3" 6" 9" 12"SCALE : 3"=1'-0"

H

1"

"8

1"

"8

E17

SECTION

0 3" 6" 9" 12"SCALE : 3"=1'-0"

"4

"2

"2

R

E1

1'-0"-.000 +.001

.9

.0

1"

1.2"

B A S E C

IR

C L E R '-7 /3

R /4

C E

N T E

R O

N B

A S

E C

IR

C L E

R 2'-

1/ 4"

CENTE

R

ON

BASE

CI

RCLE

H A L F S

IZ

E T

O O T H L

A Y O

U T

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

DETAIL - SECTOR GEAR

GENERAL NOTES

MATERIAL: CAST STEEL CLASS "B" MED.

W E

K

R

E R G

A T

E S

P A

R E P

A R

T S

L E C

L A

IR

E

IO

W A

R O

C K I S

L A

N D

IL

L

IN

O

IS

A F

L

IN

T R

O P

E J

O H

N S

O N

M L

IN

D S

E Y

B J

O N

E S

/0

/2

B

M R

P R

O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

L in d s e y

M ic h a e l L C

IV

U

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A

S O

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IT

A T

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N

WALL GEAR IS OPPOSITE HAND.

INTERMEDIATE WALL SECTOR GEAR IS SHOWN. LAND

WALL SECTOR GEAR AND (1) LAND WALL SECTOR GEAR.

PROVIDE SECTOR GEAR SET INCLUDING (1) INTERMEDIATE4.

EACH PART TO HAVE A PIECE MARK.3.

PART.

NECESSARY TOLERANCE TO BE ALLOWED IN THE FEMALE

ALL MALE PARTS TO BE MADE TO DIMENSIONS SHOWN, THE

ALL EDGES SHOWN ROUND TO HAVE RADIUS OF .25'.

ALL EDGES SHOWN SHARP TO HAVE RADIUS OF .02".

EXCEPT WHEN STATED OTHERWISE -2.

OUTSIDE DIAMETER 12'-2.00"

TEETH TO BE MACHINE FINISHED.

DEDENDUM = .3 C.P.

20° STUB TOOTH, ADDENDUM = .25 C.P.

4" CIRCULAR PITCH.

TOTAL NUMBER OF TEETH ON SECTOR = 631.

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

E P

W

W o rk \1

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M

R P

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C A

D S

H E

E T -0

-0

-S -7

.d g n

:3

Z E

IS

P W

Z

-J

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A N

S p e c if ic

W o rk

A rc h iv e

M U

L T

IP

L E S

IT

E S

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

R O

C K I S

L A

N D D

IS

T R

IC

T

P L

A N A

N D E

L E

V A

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N

W A

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W A

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S-712

GENERAL NOTES

A1

PLAN OF WALKWAY

"4

4' 548' 4""16

3' 8"4

5' 6

MITER WALKWAY

"16

23' 1"8

40' 9

QUOIN WALKWAY

4' 10" 4' 10""16

5' 4

2' 0" 2' 1"

5' 7" 4' 10"4' 10"4' 10"9' 8" "8

3' 7"4

4' 54' 10"

CGUDGEON PIN

LOCKWALL

IN CONCRETE

EMBEDDED ANGLE

SUPPORTED BY

THIS EDGE TO BE

ALUMINUM SLIP-ON CONNECTIONS

AFTER FABRICATION W/

2" Ø STD. PIPE GALV.

TYP

"8 5L8X4X

TYP.

CENTER STIFF

"2 1L4X4X

TYP.

"2 1L4X4X

"2 1L4X4X

SHOWN

GRATING NOT

NOTE:

T H

IS

D

IR

E C

T

IO

N

B E

A R

IN

G B

A R

S

L

X

X

O U

T T

O O

U T

"4

1' 10

K1

L1

W E

K

R

E R G

A T

E S

P A

R E P

A R

T S

L E C

L A

IR

E

IO

W A

R O

C K I S

L A

N D

IL

L

IN

O

IS

SCALE : 3/8"=1'-0" 0 2' 4' 6'

A

G11

L11

A15

K15

A F

L

IN

T R

O P

E J

O H

N S

O N

M L

IN

D S

E Y

B J

O N

E S

/0

/2

B

M R

P R

O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

CONNECTION TO WALKWAY ANGLES.

6. GRATING CLIPS SHALL BE SADDLE TYPE WITH CLAMP TYPE

WITH ASTM A123. MINUMUM GRADE 85.

HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE

5. ALL WALKWAY FRAMING, GRATING, AND HANDRAIL SHALL BE

MINIMUM WIDTH OF GRATING PANELS SHALL BE 2'-0".

"S.8

54. GRATING BEARING BARS SHALL SPAN BETWEEN L8X4X

PRIOR TO GALVANIZING.

F. ALL RAW EDGES SHALL BE BANDED BY MANUFACTURER

E. CROSS BARS SPACED 4" O.C.

" O.C.16

3" SPACED 116

3"X2

1 D. BEARING BARS 1

C. GALVANIZED AFTER FABRICATION

B. ASTM A36 STRUCTURAL STEEL

A. WELDED STEEL BAR TYPE

3. GRATING SHALL HAVE THE FOLLOWING CHARACTERISTICS:

FRAMES.

2. CB = LOCATIONS OF CROSS BRACING ON WALKWAY SUPPORT

STEEL CONFORMING TO ASTM A36.

1. WALKWAY FRAMING AND GRATING SHALL BE OF STRUCTURAL

S-719

S-715 A11 S-719

S -7

A11 S-719

A1 S-716

S-719

S-719

S-716

S-715

UPSTREAM

DOWNSTREAM

SHEET S-718

SEE DETAIL K1

TOP OF GRATING)

(CUT FLUSH WITH

"2 1L4X4X

L in d s e y

M ic h a e l L C

IV

U

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Y C

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Y

C H

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Y

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C O

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S O

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N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

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F E

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IN

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P W

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A N

S p e c if ic

W o rk

A rc h iv e

M U

L T

IP

L E S

IT

E S

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

R O

C K I S

L A

N D D

IS

T R

IC

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A N A

N D E

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W A

Y B

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P R

O J

"4

2' 1

6' 0"6' 0"6' 0"6' 0"6' 0"6' 0"6' 0"6' 0"6' 0"

S-713

GENERAL NOTES

A1

DOWNSTREAM ELEVATION

3' 0"2' 0" TYP. 2' 0" TYP.

" TYP.4

"2

1' 6

L8

WALKWAYS

BETWEEN

GAP JOINT

"2

7 "2

1L4X4X

COUPLER

HANDRAIL

EXTERNAL

FABRICATION

GALV. AFTER

2" Ø STD. PIPE

VERT. AND HORIZ.

WEEP HOLES @ EACH

HINGE

T.O. GRATING

"2 1L4X4X

SUPPORT POST

TYP.

"2 1L4X4X

TYP.

"4 1L3X3X

TYP.

"8 5L8X4X

TYP.

"4 1L3X3X

TYP.

"2

1L4X4XTYP.

"2 1L4X4X

SCALE : 3/8"=1'-0" 0 2' 4' 6'

W E

K

R

E R G

A T

E S

P A

R E P

A R

T S

L E C

L A

IR

E

IO

W A

R O

C K I S

L A

N D

IL

L

IN

O

IS

A F

L

IN

T R

O P

E J

O H

N S

O N

M L

IN

D S

E Y

B J

O N

E S

/0

/2

K1

L15

J15J8J1 J15 A1 A8 A15

B

M R

P R

O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

S-718

S-717 S-717 S-717 S-717 S-717 S-717 S-717

FRAMES.

1. CB = LOCATIONS OF CROSS BRACING ON WALKWAY SUPPORT

S-718

S-718

"4

4' 54' 10"4' 10"4' 10"4' 10"9' 8"9' 8"4' 10"4' 10""16

3' 2

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

L in d s e y

M ic h a e l L C

IV

U

S A

R M

Y C

E M

V R

U S

A

S O

L

IC

IT

A T

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S-714

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C A

D S

H E

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-0

-S -7

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:3

Z E

IS

P W

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A N

S p e c if ic

W o rk

A rc h iv e

M U

L T

IP

L E S

IT

E S

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

R O

C K I S

L A

N D D

IS

T R

IC

T

E L E

V A

T

IO

N A

N D D

E T

A

IL

S

W A

L K

W A

Y B

M R

P R

O J

GENERAL NOTES

A1

UPSTREAM ELEVATION

4'-9""2

5'-24'-0"4'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0""8

6'-10"16

3'-0

"16

3'-64'-10"4'-10"9'-8"9'-8"4'-10"4'-10"4'-10"4'-10""4

4'-5

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

TYP.

"4 1L3X3X

TYP.

"2 1L4X4X

TYP.

"8 5L8X4X

HINGE

BETWEEN WALKWAYS

" GAP JOINT2

T.O. GRATING

SCALE : 3/8"=1'-0" 0 2' 4' 6'

W E

K

R

E R G

A T

E S

P A

R E P

A R

T S

L E C

L A

IR

E

IO

W A

R O

C K I S

L A

N D

IL

L

IN

O

IS

A F

L

IN

T R

O P

E J

O H

N S

O N

M L

IN

D S

E Y

B J

O N

E S

/0

/2

B

M R

P R

O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

48'-4"

FRAMES.

1. CB = LOCATIONS OF CROSS BRACING ON WALKWAY SUPPORT

L in d s e y

M ic h a e l L C

IV

U

S A

R M

Y C

E M

V R

U S

A

S O

L

IC

IT

A T

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S-715

E P

W

W o rk \1

\6

\B

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R P

R O J

C A

D S

H E

E T -0

-0

-S -7

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:3

Z E

IS

P W

Z

-J

U L -2

A N

S p e c if ic

W o rk

A rc h iv e

M U

L T

IP

L E S

IT

E S

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

R O

C K I S

L A

N D D

IS

T R

IC

T

E L E

V A

T

IO

N S A

N D D

E T

A

IL

S

W A

L K

W A

Y B

M R

P R

O J

PIPE GALV.

2" Ø STD.

IN CONCRETE WALL

ON EMBEDDED ANGLE

THIS EDGE TO BEAR

"8 3L4X4X

"2 1L4X4X

"8 3L3X2X

1/4

TYP

"8 5L8X4X

"4

5'-6

"16

1'-8

"8 5L8X4X

GALV. (TYP)

2" Ø STD. PIPE

OF GRATING ON THIS PANEL

TWO SEPARATE PIECES

UPSTREAM

DOWNSTREAM

"8

3'-7 "4

4'-5

"8

"8

R

"2 1L4X4X

"2 1L4X4X

"8 5L8X4X

"2 1L4X4X

"8 5L8X4X "4

1"X2 1L3X2

"8 5L8X4X

PIPE GALV.

2" Ø STD.

GRATING NOT SHOWN

NOTE:

GALV. (TYP)

2" Ø STD. PIPE

"2 1L4X4X

"2 1L4X4X

1/4

TYP

"8

3'-7"4

4'-5

2'-6"

DOWNSTREAM

UPSTREAM

"8

3'-7"4

4'-5

"8 5L8X4X

"2 1L4X4X "2

1L4X4X

"2 1"X2

1L3X2

"8 5L8X4X

"8 3"X2

1L3X2"2 1L4X4X

HINGE

4 "

"16

6'-0"16

3'-2 "16

6'-4 "16

3'-2

"2 1L4X4X

"8 3L4X4X

"8

5L8X4X HINGE

"8

4'-3R

"2

3'-11

R

PIN

GUDEON

C

A1

DOWNSTREAM ELEVATION

A9

UPSTREAM ELEVATION

A15

DOWNSTREAM ELEVATION

K9

UPSTREAM ELEVATION

K1

DETAIL

K15

DETAIL

SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3' 0 1' 2' 3'SCALE : 3/4"=1'-0"

SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3'

W E

K

R

E R G

A T

E S

P A

R E P

A R

T S

L E C

L A

IR

E

IO

W A

R O

C K I S

L A

N D

IL

L

IN

O

IS

A F

L

IN

T R

O P

E J

O H

N S

O N

M L

IN

D S

E Y

B J

O N

E S

/0

/2

B

M R

P R

O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

A9

A1

A15

K9

ANGLE LEG

INNER FACE OF VERTICAL

RADIUS MEASURED TO THE

L in d s e y

M ic h a e l L C

IV

U

S A

R M

Y C

E M

V R

U S

A

S O

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IC

IT

A T

B

C

D

E

F

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H

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M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S-716

E P

W

W o rk \1

\6

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R O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

:3

Z E

IS

P W

Z

-J

U L -2

A N

S p e c if ic

W o rk

A rc h iv e

M U

L T

IP

L E S

IT

E S

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

R O

C K I S

L A

N D D

IS

T R

IC

T

E L E

V A

T

IO

N A

N D D

E T

A

IL

S

W A

L K

W A

Y B

M R

P R

O J

"8 5L8X4X

SLIP-ON CONNECTIONS

FABRICATION WITH ALUMINUM

2" Ø STD. PIPE GALV. AFTER

WITH TOP OF GRATING)

" (CUT FLUSH2

1L4X4X

T.O. GRATING

TYP.

"2 1L4X4X

"8 5L8X4X

HANDRAIL

"2 1L4X4X

GRATING NOT SHOWN

NOTE:

8.

"S

O

U T T

O O

U T O

F L

X

X

A8

W E

K

R

E R G

A T

E S

P A

R E P

A R

T S

L E C

L A

IR

E

IO

W A

R O

C K I S

L A

N D

IL

L

IN

O

IS

SCALE : 3/4"=1'-0" 0 1' 2' 3'

A1

DETAIL

A8

SECTION

SCALE : 3/4"=1'-0" 0 1' 2' 3'

A15

DETAIL

SCALE : NTS

A F

L

IN

T R

O P

E J

O H

N S

O N

M L

IN

D S

E Y

B J

O N

E S

/0

/2

B

M R

P R

O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

"2

L in d s e y

M ic h a e l L C

IV

U

S A

R M

Y C

E M

V R

U S

A

S O

L

IC

IT

A T

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S-717

E P

W

W o rk \1

\6

\B

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R P

R O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

:3

Z E

IS

P W

Z

-J

U L -2

A N

S p e c if ic

W o rk

A rc h iv e

M U

L T

IP

L E S

IT

E S

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

R O

C K I S

L A

N D D

IS

T R

IC

T

S E

C T

IO

N S

W A

L K

W A

Y B

M R

P R

O J

SEE SHEET S-720 FOR DETAILS

HANDRAIL. TYP.

"8 5L8X4X

WALKWAY GRATING

"8 5L8X4X

"2 1"X5'-102

1L4X4X

"8

3'-3 "8

"X0'-4"2 1L4X4X

T.O. L4 ANGLE

SEE SHEET S-720 FOR DETAILS

HANDRAIL. TYP.

"8 5L8X4X "8

5L8X4X

WALKWAY GRATING

"2

4'-7

"8

T.O. L4 ANGLE

HOLE (TYP).

" Ø BOLT16

"2 15'-10

"X16 7L4X4X

(LENGTH)

"X4 1L3X3X

"16 7"X3'-62

1L4X4X

"16 3"X2'-72

1L4X4X

SEE SHEET S-720 FOR DETAILS

HANDRAIL. TYP.

"8 5L8X4X

WALKWAY GRATING

"8 5L8X4X

3'-5" "2

T.O. L4 ANGLE

"16 9"X3'-62

1L4X4X

"X(LENGTH)4

1L3X3X

"2 15'-10

X2 1L4X4X

HOLE. (TYP)

" Ø BOLT16

SEE SHEET S-720 FOR DETAILS

HANDRAIL. TYP.

"8 5L8X4X "8

5L8X4X

WALKWAY GRATING

TYP.

" Ø BOLT HOLE.16

T.O. L4 ANGLE

"16 9"X3'-62

1L4X4X

(LENGTH)

"X4 1L3X3X

"2 15'-10

"X2 1L4X4X

"2

SEE SHEET S-720 FOR DETAILS

HANDRAIL. TYP.

"8 5L8X4X"8

5L8X4X

WALKWAY GRATING

TYP.

" Ø BOLT HOLE.16

(LENGTH)

"X4 1L3X3X

"16 9"X3'-62

1L4X4X

"2 15'-10

"X2 1L4X4X

"8

"2

4'-7

3T.O. L4 ANGLE

SEE SHEET S-720 FOR DETAILS

HANDRAIL. TYP.

"8 5L8X4X "8

5L8X4X

WALKWAY GRATING

TYP.

" Ø BOLT HOLE.16

"16 112'-8

"X4 1L3X3X

"2 15'-10

"X2 1L4X4X

"16 73'-6

"X2 1L4X4X

(LENGTH)

"X4 1L3X3X

"16 73'-6

"X2 1L4X4X

2'-2""4

T.O. L4 ANGLE

"8

3'-2

A1

SECTION

A8

SECTION

J8

SECTION

J1

SECTION

A15

SECTION

J15

SECTION

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

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

W E

K

R

E R G

A T

E S

P A

R E P

A R

T S

L E C

L A

IR

E

IO

W A

R O

C K I S

L A

N D

IL

L

IN

O

IS

A F

L

IN

T R

O P

E J

O H

N S

O N

M L

IN

D S

E Y

B J

O N

E S

/0

/2

B

M R

P R

O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

TYP.

BOLTS, FLAT WASHERS, AND NUTS

" ASTM F3125 GR A3254

" Ø BOLT HOLES FOR16

TYP.

BOLTS, FLAT WASHERS, AND NUTS

" ASTM F3125 GR A3254

" Ø BOLT HOLES FOR16

TYP.

BOLTS, FLAT WASHERS, AND NUTS

" ASTM F3125 GR A3254

" Ø BOLT HOLES FOR16

TYP.

BOLTS, FLAT WASHERS, AND NUTS

" ASTM F3125 GR A3254

" Ø BOLT HOLES FOR16

TYP.

AND NUTS

BOLTS, FLAT WASHERS,

" ASTM F3125 GR A3254

" Ø BOLT HOLES FOR16

TYP.

BOLTS, FLAT WASHERS, AND NUTS

" ASTM F3125 GR A3254

" Ø BOLT HOLES FOR16

"2

5'-3

A8 S-718

L in d s e y

M ic h a e l L C

IV

U

S A

R M

Y C

E M

V R

U S

A

S O

L

IC

IT

A T

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S-718

E P

W

W o rk \1

\6

\B

M

R P

R O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

:3

Z E

IS

P W

Z

-J

U L -2

A N

S p e c if ic

W o rk

A rc h iv e

M U

L T

IP

L E S

IT

E S

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

R O

C K I S

L A

N D D

IS

T R

IC

T

S E

C T

IO

N S A

N D D

E T

A

IL

S

W A

L K

W A

Y B

M R

P R

O J

2"

"4

"8

6"8

" T Y P

"2

1PL

VERTICAL POST

GUSSET PL. AND

SPACER BETWEEN

" X 4 X 62

1PL 1

"16

1'-11

"16

ANGLES

TO WALKWAY

CONNECTION

CLAMP TYPE

CLIP WITH

SADDLE TYPE

6'-0"

5'-9""2

1 "2

L8 X 4 X 5/8

"8 5L8 X 4 X

" BEARING BARS16

3" X 2

5L8 X 4 X

""2

GRATING

POST2

1L4 X 4 X

STD. PIPE

SOCKET 2"

"2

1'-4

3"

"2

103"

"8

" H O

LE

TY

P

" CROSS BARS16

3" X 16

5L8 X 4 X

" 2

1PL

"8 5L8 X 4 X

"4

"2

"8 5L8 X 4 X

WITH TOP OF GRATING

VERTICAL FLUSH

" CUT2

1L4 X 4 X

TOP OF GRATING

2" CHAMFER

"2 1L4 X 4 X

TRIMMED

SLOTTED HOLE

"4 1" X 116

HINGE

"8 5L4 X 4 X

"4

K1

DETAIL - WALKWAY

L8

DETAIL - WALKWAY

A8

DETAIL - WALKWAY

L15

DETAIL

G15

DETAIL - GRATING PANEL

E15

SECTION

A15

PLAN GRATING PANEL

SCALE : 3"=1'-0" 0 3" 6" 9" 12"

SCALE : 3"=1'-0" 0 3" 6" 9" 12" 0 3" 6" 9" 12"SCALE : 3"=1'-0"

SCALE : 3"=1'-0" 0 3" 6" 9" 12"

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

SCALE : 1"=1'-0" 2'1'0SCALE : 3"=1'-0" 0 3" 6" 9" 12"

W E

K

R

E R G

A T

E S

P A

R E P

A R

T S

L E C

L A

IR

E

IO

W A

R O

C K I S

L A

N D

IL

L

IN

O

IS

E15

A F

L

IN

T R

O P

E J

O H

N S

O N

M L

IN

D S

E Y

B J

O N

E S

/0

/2

B

M R

P R

O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

ON SHEET S-720

SEE DETAIL A1

LOCK WASHERS, AND NUT

BOLT, FLAT WASHERS,

3/4" ASTM F3125 GR325

BOLT HOLE FOR

"16

G15

L in d s e y

M ic h a e l L C

IV

U

S A

R M

Y C

E M

V R

U S

A

S O

L

IC

IT

A T

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S-719

E P

W

W o rk \1

\6

\B

M

R P

R O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

:3

Z E

IS

P W

Z

-J

U L -2

A N

S p e c if ic

W o rk

A rc h iv e

M U

L T

IP

L E S

IT

E S

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

R O

C K I S

L A

N D D

IS

T R

IC

T

B

M R

P R

O J

"8 3L4 X 4 X

"2 1L4 X 4 X

1/4

1/4

1/4

1/4

1/4

1/4

"2 1L4 X 4 X

"2 1L8 X 4 X

" X 4 X 82

1PL

"2

1PL

OPPOSITE HAND.

UPSTREAM CONNECTION SAME BUT

DOWNSTREAM CONNECTION SHOWN.

NOTE:

0 1" 2" 3" 4"SCALE : 6"=1'-0"

SCALE : 1 1/2"=1'-0" 0 6" 1' 2'

SCALE : 6"=1'-0" 0 1" 2" 3" 4"

SCALE : 6"=1'-0" 0 1" 2" 3" 4"

SCALE : 6"=1'-0" 0 1" 2" 3" 4"

"2 1L4 X 4 X

"2 1L4X4X

"2 1L4X4X

R 3/4"

1/4

1/4

"2 1L4X4X

"2 1R 1

"2 1L4X4X

1/4

1/4

"2 1L4X4X

" ANGLES.2

1L4X4X

" ANGLES TO TRASVERSE2

1L4X4X

TYPICAL CONNECTION FOR CENTER

NOTE:

"2 1L4X4X

"2 1L4X4X

COUNTERSUNK BOLT

" Ø ASTM A3074

" Ø HOLE FOR16

"2 1R 1

WHERE THE SECTION IS CUT.

"2

1TWO LONGITUDINAL L4X4X

TYPICAL FOR BOTH ENDS OF THE

COUNTERSUNK BOLTED CONNECTION

NOTE:

D E

T A

IL

W

A L

K W

A Y

W E

K

R

E R G

A T

E S

P A

R E P

A R

T S

L E C

L A

IR

E

IO

W A

R O

C K I S

L A

N D

IL

L

IN

O

IS

A1

DETAIL - S-719-A1

L1

DETAIL - S-719-L1

L11

DETAIL - S-719-L11

G11

DETAIL - S-719-G11

A11

DETAIL - S-719-A11

A F

L

IN

T R

O P

E J

O H

N S

O N

M L

IN

D S

E Y

B J

O N

E S

/0

/2

B

M R

P R

O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

" Ø ASTM F3125 GR325 BOLT4

" Ø HOLE FOR16

L in d s e y

M ic h a e l L C

IV

U

S A

R M

Y C

E M

V R

U S

A

S O

L

IC

IT

A T

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S-720

E P

W

W o rk \1

\6

\B

M

R P

R O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

:3

Z E

IS

P W

Z

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U L -2

A N

S p e c if ic

W o rk

A rc h iv e

M U

L T

IP

L E S

IT

E S

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

R O

C K I S

L A

N D D

IS

T R

IC

T

D E

T A

IL

S

W A

L K

W A

Y B

M R

P R

O J

GENERAL NOTES

2. HANDRAIL TO BE GALVANIZED AFTER FABRICATION.

MANUFACTURER'S RECOMMENDATIONS

1. ALL HANDRAIL/FENCING SHALL BE INSTALLED PER

GRATING

TOP OF

"8 5L8X4X

PIPE TYP.

GALVANIZED

2" Ø STD.

HANDRAIL SUPPORT

TYP.

GALVANIZED PIPE

2" Ø STD.

A1

TOP RAIL CONTINUOUS

CONTINUOUS

VERTICAL POSTS

"L" FITTING

FITTING

"CROSS"

TYP.

SET SCREWS

STAINLESS STEEL

EXPANSION FITTING

"16

"8

H A

N D

R A

IL

S

U P

P O

R T

HOLES

" Ø16

"8 5L8X4X

PIPE HANDRAIL

GALVANIZED

2" Ø STD.

" PLATE8

36"X6"X

H A

N D

R A

IL

S

U P

P O

R T

BOTTOM OF ANGLE

PLAN ELEVATION

1/4

1/4

L1

TYPICAL 42" HANDRAIL DETAIL

G1

TYPICAL SLIP-ON CONNECTION DETAILS

A1

DETAIL

SCALE : 6"=1'-0" 0 1" 2" 3" 4"

SCALE : 3"=1'-0" 0 3" 6" 9" 12"

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

W E

K

R

E R G

A T

E S

P A

R E P

A R

T S

L E C

L A

IR

E

IO

W A

R O

C K I S

L A

N D

IL

L

IN

O

IS

E J

O H

N S

O N

A F

L

IN

T R

O P

M L

IN

D S

E Y

B J

O N

E S

/0

/2

B

M R

P R

O J

C A

D S

H E

E T -0

-0

-S -7

.d g n

HANDRAIL SHALL BE ASTM A500, GR C

NOTE:

L in d s e y

M ic h a e l L C

IV

U

S A

R M

Y C

E M

V R

U S

A

S O

L

IC

IT

A T