W912EK22R0018 GFE Reference Drawings.pdf

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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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ISSUE DATE: AUGUST 2021

CONTRACT/TASK ORDER NO:

SOLICITATION/MATOC/SATOC NO:

STARVED ROCK, MARSEILLES, DRESDEN ISLAND, BRANDON ROAD

ILLINOIS RIVER BASIN

ROCK ISLAND DISTRICT

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W912EK21R0020

W912EK21C0030

of Engineers

US Army Corps

DETAILS - CRANK PINM-530

DETAILS - CRANK PINION GEAR SHAFTM-520

DETAILS - CRANK PINION GEARM-510

DETAILS - CRANK GEARM-503

DETAILS - CRANK GEARM-502

ASSEMBLY - CRANK GEARM-501

SHEET INDEXG-002

COVERG-001

INDEX

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OUTSIDE DIAMETER 226.000"*

PITCH DIAMETER 224.000"*

.0

.0

.0

L1

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

SECTION

A12

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

SECTION

0 2' 4'1'

10.500"

5.000"

77.500"9.000"11.000"2'-4.250"5'-2.250"22.500"

.0

.0

.3

.3

.5

.2

.5

.0

.0

.7

.6

.0

5.000" 5.000"

0.250"

TYP

.5

.0

.1

1.500"

.5

.0

.0

0.250"

3.437"

1.00"

.0

.5

0.250"

20.500"*

6.750"

®of Engineers

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1A

ASSEMBLY - CRANK GEAR

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

2.00"

5.00" 5.00"

ROOT DIAMETER 221.688"*

A12

L1

M-502-H1

M-502-A1

0 2' 4'1'

M-503-A17M-503-A17 M-503-A13

M-503-E13

TAPER OF 1 IN 20.

NOMINAL DIAMETER

0 2' 4'1'

0.500"

0 2' 4'1'A16

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

A16

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P

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.5

.2

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P

.5

TYP

SHEET KEYNOTES

DRILL 2 3/8" Ø FOR 2 5/16" BOLTS4.

DRILL 2" Ø FOR 1 15/16" BOLTS3.

DRILL AND REAM FOR LC8 FIT WITH 1 15/16" TURNED BOLTS2.

DRILL AND REAM FOR LC8 FIT WITH 2 5/16" TURNED BOLTS1.

1.000"

1.500"

.0

.5

1.

0" T

YP

R

1.500"

21.000" FINISHED

.0

DRILL 13/16" Ø

1 3/4"

.0

1.500"

R

.0

CL

CONFIGURATION.

GEARS DELIVERED UNDER BASE BID AND OPTIONS SHALL BE OF THE SAME 5.

GOVERNMENT.

ANNOTATED IN THE SHOP DRAWINGS AND WILL REQUIRE APPROVAL BY THE

GEAR. ANY REQUESTED VARIATION FROM THESE DIMENSIONS MUST BE

OTHER DIMENSIONS ARE IMPORTANT TO MAINTAIN THE DURABILITY OF THE

MUST BE MAINTAINED WHETHER THE GEAR IS CAST OR FABRICATED. ALL

ALL DIMENSIONS ANNOTATED WITH A * ARE CRITICAL DIMENSIONS THAT 4.

ANGLES WILL NOT BE ACCEPTED.

PROVIDE GEAR WITH 14 1/2° PRESSURE ANGLE. ALTERNATE PRESSURE 3.

SPECIFICATIONS.

CRANK GEAR MAY EITHER BE CAST STEEL OR FABRICATED STEEL. SEE 2.

AND SHIPPING LOGISTICS ARE THE RESPONSIBILITY OF THE CONTRACTOR.

IF CONTRACTOR ELECTS A SINGLE PIECE GEAR, FEASIBILITY OF DELIVERY

ASSEMBLED IN FIELD.

INTO HALVES AND DELIVERED SEPARATED. CRANK GEAR WILL BE

SHOP FOR QUALITY CONTROL, MATCH MARKED AND THEN DISASSEMBLED

GEARS IN SPLIT HALVES , CRANK GEARS SHALL BE FULLY ASSEMBLED IN

SPLIT HALVES AS SHOWN. IF CONTRACTOR ELECTS TO MANUFACTURE

CONTRACTOR MAY CHOOSE TO MANUFACTURE GEAR AS SINGLE PIECE OR 1.

GENERAL SHEET NOTES

63*

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SEE SPECIFICATIONS CRANK GEARSEE SCHEDULE OF PRICESM-502-H1

SEE SPECIFICATIONS CRANK GEAR SEE SCHEDULE OF PRICESM-502-A1

MATERIALDESCRIPTIONQTYMARK NO

MATERIAL SCHEDULE

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1A M-502-A1

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

H1 M-502-H1

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

INV CUT TEETH

P.D. - 10" F - 14 1/2°

1 D.P. - 112 T - 18'-8"

ROOT DIAMTER 221.688"*

OUTSIDE DIAMETER 226.000"*

PITCH DIAMETER 224"

13.500"*

18.125"*

24.000"

.2

.5

.2

.0

.7

6.000"

.5

.0

6.

0"

R

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.6

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.5

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.5

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0"

R

52.000"

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.2

2.0

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R

6.500"R

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5.0

2'0 1' 4'

2'0 1' 4'

INV CUT TEETH

P.D. - 10" F - 14 1/2°

1 D.P. - 28 T - 18'-8"

ROOT DIAMTER 221.688"*

OUTSIDE DIAMETER 226.000"*

PITCH DIAMETER 224.000"

13.500"*

18.125"*

24.000"

.2

.5

.2

" 8 .0

.7

6.000"

6.500"

R

52.000"

.2

.2

106.000"106.000"

2.000"

R

.0

R

6.500"R

.0

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5.000"

.0

R

2.

0"

R

SURFACES, TYP

SPOTFACE BOLTING

5.000" 3.500"

5.000" 3.500"

SURFACES, TYP

SPOTFACE BOLTING

TYP

TYP TYP

TYPTYP

T Y

P

T Y

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INV CUT TEETH

P.D. - 10" F - 14 1/2°

1 D.P. - 28 T - 18'-8"

2'-4 1/4 "5'-2 1/4 " 28.250" 62.250"

6"

6.7 5"

R

4.000"

R

106.000"106.000"

28.250"62.250" 28.250" 62.250"

R 0.5

" T

YP

T Y P

T Y P

SHEET KEYNOTES

MACHINE TO COMPLETELY BEAR ON MATING GEAR FACE. 3.

2.375" Ø2.

GEAR SHALL SPLIT AT MIDPOINT OF ROOT. 1.

SEGMENT DO NOT NEED TO BE HARDENED.

GEAR IF IT AIDS IN FABRICATION OF THE GEAR. THE TEETH IN THIS

THE FABRICATOR MAY INCORPORATE TEETH IN THIS SEGMENT OF THE 1.

GENERAL SHEET NOTES

7.000"

NOTE 1

5.000"5.000"

6.000"6.000"

11.000"

5.

0"

5.

0"

6.000"

12.000"

TYP TYP

TYP TYP

T Y P

T Y P

T Y

P

11.000"

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2.312"

2 1/4 - UNC

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2.313"

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A17 M-503-A17

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

1 7/8 - UNC

.5

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A D

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A13 M-503-A13

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

E13 M-503-E13

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

1' 2'0 6"1' 2'0 6"

1' 2'0 6"

ASTM A563 GRADE DH2 1/4" HEAVY HEX NUT24 PER GEARM-503-X2

ASTM A563 GRADE DH1 7/8" HEAVY HEX NUT32 PER GEARM-503-X1

ASTM A4492 1/4" TURNED BOLT2 PER GEARM-503-E13

ASTM A4491 7/8" TURNED BOLT8 PER GEARM-503-A17

ASTM A4492 1/4" TURNED BOLT4 PER GEARM-503-A13

ASTM A276 TYPE 304, COND BBUSHING RETAINING PIN2 PER GEARM-503-17

ASTM B505 C95400CRANK GEAR BUSHING1 PER GEARM-503-A1

MATERIALDESCRIPTIONQTYMARK NO

MATERIAL SCHEDULE

.2

T H

R E

A D

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.0

T H

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A D

E D

.5

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A D

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1.937"

18.062"

.7

.3

13.500"

12.000"

EQ. SPACED ON 16" B.C.

0.750" DRILL (2) REQ.

SPACED ON 16" B.C.

10 UNC - 2B (2) REQ. EQ.

DRILL AND TAP FOR 3/4" -

SEE DETAILS E7 & J1

GREASE GROOVES,

0.375" x 0.188"

.0

.0

18.062" Ø

SEE DETAILS E7 & J1

GREASE GROOVES,

0.375" x 0.188"

AS NOTED

FAO EXCEPT

A1

M-503-A1 - CRANK GEAR BUSHING

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

.0

0.750" Ø

A7

M-503-A7 - BUSHING RETAINING PIN

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

FN2 FIT W/ M-501-A1

0.000

+0.006

FN2 FIT W/ M-501-A1

+0.008

+0.0094

J1

GREASE GROOVE DETAIL

SCALE: NTS

.1

R

.0

R

7E

GREASE GROOVE CONFIGURATION - DEVELOPED

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

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4 VERTICAL GROOVES

37.687" DEVELOPED

.7

@ 90°

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9"

.62

5"

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OF THE SAME CONFIGURATION.

GEARS AND SHAFTS DELIVERED UNDER BASED BID AND OPTIONS SHALL BE 7.

A1) INTEGRAL TO CRANK PINION GEAR (M-510-A1).

CONTRACTOR MAY ELECT TO FABRICATE CRANK PINION GEAR SHAFT (M-520-6.

SEE SPECIFICATIONS FOR PAINTING REQUIREMENTS.5.

GEAR SEQUENCE NUMBER SHALL MATCH SHAFT NUMBER SEQUENCE.

IWCPG001 THRU IWCPG017

LETTERING SCHEME:

MINIMUM TIP RADIUS OF 0.020 INCH.

IMPRESSION WIDTH OF 0.010 INCH BASED ON A DEPTH OF 0.062 INCH AND A

STAMPS SHALL HAVE A MINIMUM TIP RADIUS OF 0.020 INCHES, A NOMINAL

STRESS DIE STAMPED IN THE LOCATION NOTED. THE LOW-STRESS DIE

ON THE GEAR. COMPONENT ID SHALL BE IN 1/2" TALL CHARACTERS, LOW-

PRIOR TO PAINTING, STAMP COMPONENT ID FOR THE CRANK PINION GEAR 4.

CENTER DISTANCE WITH MATING GEAR IS 120".

GEAR HAS 16" PD, 1 D.P. PROVIDE GEAR WITH 14 1/2° INVOLUTE TEETH, 3.

WITH MANUFACTURER'S STANDARD PRACTICE.

CROWN GEAR TOOTH FLANKS AND RELIEVE TOOTH TIPS IN ACCORDANCE 2.

KEYSEATS TO BE IN ACCORDANCE WITH ASME B17.1 CLASS II.1.

GENERAL SHEET NOTES

A1

SCALE: 6"=1'

M-510-A1 CRANK PINION GEAR

3"0 6"1-1/2"

16" PD

6.

0" N

O M

IN

AL

90°

KEYSEAT, (2) AT

1.500" x .500"

SEE SPECIFICATIONSCRANK PINION GEARSEE SCHEDULE OF PRICESM-510-A1

MATERIALDESCRIPTIONQTYMARK NO

MATERIAL SCHEDULE

SECTION

SCALE: 6"=1'-0'

A13

3"0 6"1-1/2"

(2) ON 12" B.C.

0.625" Ø - 11 UNC 1.500" DP

12.000"

.0

.9

11.995"

0.120 X 45°

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W / M -5 -A

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ID LOCATION

.125" T Y P

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OF THE SAME CONFIGURATION.

GEARS AND SHAFTS DELIVERED UNDER BASED BID AND OPTIONS SHALL BE 5.

A1) INTEGRAL TO CRANK PINION GEAR (M-510-A1).

CONTRACTOR MAY ELECT TO FABRICATE CRANK PINION GEAR SHAFT (M-520-4.

SEE SPECIFICATIONS FOR PAINTING REQUIREMENTS.3.

SHAFT SEQUENCE NUMBER SHALL MATCH GEAR NUMBER SEQUENCE.

IWCPGS001 THRU IWCPGS017

LETTERING SCHEME:

IMPRESSION WIDTH OF 0.010 INCH BASED ON A DEPTH OF 0.062 INCH.

STAMPS SHALL HAVE A MINIMUM TIP RADIUS OF 0.020 INCHES AND NOMINAL

LOW-STRESS DIE STAMPED IN THE LOCATION NOTED. THE LOW-STRESS DIE

SHAFT ON THE SHAFT. COMPONENT ID SHALL BE IN 1/2" TALL CHARACTERS,

PRIOR TO PAINTING, STAMP COMPONENT ID FOR THE CRANK PINION GEAR 2.

KEYS AND KEYSEATS TO BE IN ACCORDANCE WITH ASME B17.1 CLASS II.1.

GENERAL SHEET NOTES

UNS G434001 1/2" x 1/2" KEYSEE SCHEDULE OF PRICESM-520-F12

UNS G434001 1/2" x 1/2" KEY W/ RADIUS ENDSSEE SCHEDULE OF PRICESM-520-A12

UNS G43400, HEAT TREAT TO FINAL 366-380 BHN CRANK GEAR PINION SHAFTSEE SCHEDULE OF PRICESM-520-A1

MATERIALDESCRIPTIONQTYMARK NO

MATERIAL SCHEDULE

A1

SCALE: 3"=1'

M-520-A1 CRANK PINION GEAR SHAFT

A12

SCALE: 3"=1'

M-520-A12 LARGE PINION KEY

F12

SCALE: 3"=1'

M-520-F12 SMALL PINION KEY

6.750" Ø

.8

.7

R

.0

1.500"

.0

1.500"

45° CHAMFER, TYP

45° CHAMFER, TYP

.3

.7

R

T Y P

0.405"

5.000

6.000" Ø

.9

.6

0.250"

R

0.

0"

R

.1

.1

.7

.5

.7

0.

0"

R

.7

R

.8

1.500"

.6

.3

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

.2

6.000

4.998

5.999

6.200"

ID LOCATION

0.120 X 45

0.120"

R

0.120"

R

0.120 x 45

KEYSEAT

1.500" x 0.500"

KEYSEAT (2) @ 90°

1.500" x 0.500"

DRILL AND TAP 1-8 UNC

SHEET KEYNOTES

FN3 FIT WITH M-510-A32.

0.156" x 45° CHAMFER ON CORNERS.

PROVIDE 0.125" FILLET RADIUS IN KEYSEAT CORNERS. PROVIDE KEYS WITH 1.

6"0 3" 1'

6"0 3" 1'6"0 3" 1'

.5

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INSTALLATION

CAP SCREWS SHALL BE COATED WITH ANTI-SIEZE COMPOUND PRIOR TO 3.

PIN SEQUENCE NUMBER SHALL MATCH SHAFT NUMBER SEQUENCE.

IWCP001 THRU IWCP017

LETTERING SCHEME:

WIDTH OF 0.010 INCH BASED ON A DEPTH OF 0.062 INCH.

HAVE A MINIMUM TIP RADIUS OF 0.020 INCHES AND NOMINAL IMPRESSION

STAMPED IN THE LOCATION NOTED. THE LOW-STRESS DIE STAMPS SHALL

CAP. COMPONENT ID SHALL BE IN 1/2" TALL CHARACTERS, LOW-STRESS DIE

PRIOR TO PAINTING, STAMP COMPONENT ID FOR THE CRANK PIN ON THE PIN 2.

PROVIDE COTTER PIN TO FIT 0.375" Ø HOLE.1.

GENERAL SHEET NOTES

TYPE 304 STAINLESS STEELCOTTER PIN1 PER ASSEMBLYM-530-X2

ASTM A5741/2"x2 1/4" SOCKET HEAD CAP SCREW6 PER ASSEMBLYM-530-X1

TYPE 304 STAINLESS STEEL9" OD PLATE WASHER1 PER ASSEMBLYM-530-L7

UNS G434004" HEAVY HEX NUT1 PER ASSEMBLYM-530-L1

UNS G43400CRANK PIN CAP1 PER ASSEMBLYM-530-A16

UNS G43400 CRANK PIN1 PER ASSEMBLYM-530-A9

MATERIALDESCRIPTIONQTYMARK NO

MATERIAL SCHEDULE

A1

ASSEMBLYCRANK PIN

3"=1'-0"SCALE:

A9

- CRANK PINM-530-A9

3"=1'-0"SCALE:

.0

.0

.5

.7

.1

.0

.0

7.000" Ø

6.400" Ø

4.000" Ø

A16

- CRANK PIN CAPM-530-A16

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

.0

.5

0.

0"

.0 0°

.0

60.00°

M-530-A16

M-530-A9

.1

.3

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

IN THIS CONTRACT)

PIN DIAMETER SIZED FOR FC8 FIT WITH STRUT ARM BUSHING (NOT INCLUDED 2.

NOMINAL TAPER DIAMETER 1 IN 201.

SHEET KEYNOTES

ID LOCATION

ID LOCATION4.000" Ø

0.375

0.375 Ø

.4

10.000"

0.750" Ø M-530-X2

PIN FOR M-530-C1

THREAD CRANK

M-530-L1 - HEX NUT

SCALE: 3"=1'-0"

L1

M-530-L7 - PLATE WASHER

SCALE: 3" = 1'-0"

L7

9.000"

4.500"

0.500"

4.000"

7.070"

6.123"

.8

M-530-L1

M-530-L7

4-6 UN2B

6"0 3" 1'6"0 3" 1'

6"0 3" 1'

FITTING (2) ON 5" B.C.

7/16" NPT GREASE

DRILL AND TAP FOR

(6) ON 5" B.C.

0.500" Ø

0.438 (2) on 5" B.C.

1" (6) ON 5" B.C.

DRILL AND TAP 1/2 - 13 UNC

1" 1-8 UNC

DRILL AND TAP

-0.006

-0.0035

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A R

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G-001

M .B

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A M

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MITER GATE MACHINERY REPLACEMENT

E K

R

W

E K

C

W912EK21R0032

W912EK22C0001

ASSEMBLY - ROTATING CAM LIMIT SWITCHE-501

BILL OF MATERIALSM-601

DETAILS - SOLE PLATEM-501

SECTION - GENERAL MACHINERY ARRANGEMENTM-301

PLAN - GENERAL MACHINERY ARRANGEMENTM-102

ISOMETRIC - GENERAL MACHINERY ARRANGEMENTM-101

COVERG-001

DESCRIPTIONSHEET ID

SHEET INDEX

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SHEET ID

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

C O

N T

R A

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N

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IQ

C O

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R A

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N O

ISSUE DATE: DECEMBER 2021

CONTRACT/TASK ORDER NO:

SOLICITATION/MATOC/SATOC NO:

of Engineers

US Army Corps

®of Engineers

US Army Corps

U .S

A

R M

Y C

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P S

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IN

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M-101

M .B

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IW

P

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S .C

A M

P

E K

R

W

E K

C

SOLE PLATE

NOT SHOWN FOR CLARITY

BRAKE, ENCLOSURE FOR BRAKE

SHOWN FOR CLARITY

COUPLING GUARD NOT

HIGH SPEED COUPLING,

GEARBOX

(RCLS)

LIMIT SWITCH

ROTATING CAM

SWITCHES

TORQUE LIMIT

CONDUIT HUB

ELECTRICAL 1 1/2"

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

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®of Engineers

US Army Corps

U .S

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MOTOR

A1

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

M-501-A1

ISOMETRIC - GENERAL MACHINERY ARRANGEMENT

THE DRAWINGS. SEE SPECIFICATIONS FOR COVER REQUIREMENT

SWITCH PENETRATION INTO THE GEARBOX. THE COVER IS NOT SHOWN ON

CONTRACTOR SHALL PROVIDE A COVER OVER THE ROTATING CAM LIMIT 1.

GENERAL SHEET NOTES

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M .B

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S .C

A M

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W

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C

GEARBOX

HIGH SPEED COUPLING

NOT SHOWN FOR CLARITY

BRAKE, ENCLOSURE FOR BRAKE

SHEET E-501

RCLS, SEE

COUPLING GUARD

MOTOR

HIGH SPEED COUPLING

COUPLING GUARD

MOTOR

SHEET E-501

RCLS, SEE

GEARBOX

NOT SHOWN FOR CLARITY

BRAKE, ENCLOSURE FOR BRAKE

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®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

AND ICE. SEE SPECIFICATIONS.

GEARBOX DRIVE SHAFT BEARINGS PENETRATION TO RAINWATER, SNOW,

SHAFT EXTENSION. COVER SHALL PREVENT DIRECT EXPOSURE OF

ENCLOSURE AND FABRICATE SECONDARY COVERS FOR RCLS AND GEARBOX

CONTRACTOR SHALL FABRICATE NECESSARY SUPPORT FOR RCLS 5.

HOUSING AND CONCENTRIC WITH OUTPUT SHAFT.

SEAL. RAISED SURFACE SHALL BE PERMANENTLY ATTACHED TO REDUCER

GEARBOX HOUSING TO PREVENT WATER FROM CONTACTING OUTPUT SHAFT

CONTRACTOR TO PROVIDE RAISED ANNULAR SURFACE, 1/2" ABOVE 4.

GEARBOX.

ROTATING CAM LIMIT SWITCH TO BE INSTALLED AND SECURED ON TOP OF 3.

UNIT.

MACHINERY TO BE ASSEMBLED ON SOLE PLATE AND DELIVERED AS ONE 2.

RIGHT AND LEFT ARE DESIGNATED AS LOOKING DOWNSTREAM.1.

GENERAL SHEET NOTES

A1

PLAN - UPSTREAM/DOWNSTREAM LEFT

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

A9

PLAN - UPSTREAM/DOWNSTREAM RIGHT

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

M-501-A9

M-501-J9

0 2' 4'1'0 2' 4'1'

M-501-J9

M-501-A1

A1

M-301

A1

M-301

FLOW

FLOW

SIM

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A M

P

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R

W

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C

SHOWN FOR CLARITY

COUPLING GUARD NOT

HIGH SPEED COUPLING,

MOTOR

GEARBOX

SHOWN FOR CLARITY

FOR BRAKE NOT

BRAKE, ENCLOSURE

LOW SPEED COUPLING

SOLE PLATE

RCLS, SEE SHEET E-501

WELDED

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

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®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

TO REST OF THE ASSEMBLY SO BOLTS AND HARDWARE DON’T GET PAINTED.

CHANNELS. PAINT PLATES THE SAME COLOR AS MACHINERY AND THEN BOLT

SUPPORT THE RCLS ON TOP OF THE PLATE AND BOLT THE PLATE TO THE C-

CONTRACTOR SHALL DETERMINE LENGTH X WIDTH TO BOLT FASTEN AND

RCLS MOUNTING PLATES: PLATE MUST BE 1/4”THICK STEEL PLATE. 5.

ASSEMBLY.

COLOR AS MACHINERY AFTER FABRICATION WITH THE REST OF THE

PLATE. WELD C-CHANNELS TO MACHINERY TOP PLATE. PAINT THE SAME

DETERMINE LENGTH TO BOLT FASTEN AND SUPPORT THE RCLS MOUNTING

DIMENSIONS 6”WEB X 2” FLANGE X 0.314 THICKNESS). CONTRACTOR SHALL

RCLS C-CHANNELS: C-CHANNELS MUST BE STEEL, 6X10.5LB (NOMINAL 4.

GENERAL NOTE 5 OF M-501.

DICTATED BY THE GEARBOX POSITIONING AND THE REQUIREMENTS OF

HOLE IN SOLE PLATE. MACHINERY PLACEMENT ON THE SOLE PLATE WILL BE

POSITION GEARBOX SO LOW SPEED OUTPUT SHAFT IS CONCENTRIC WITH 3.

ACCORDANCE WITH SPECIFICATIONS. WELDS SHALL BE WRAPPED.

SUPPORTS SHALL BE INSTALLED LEVEL AND WELDED TO SOLE PLATE IN

SURFACE ROUGHNESS NOT TO EXCEED 125 MICROINCHES. PLATFORM

INPUT SHAFT OF GEARBOX. FINISH BOLTING SURFACE OF SUPPORTS WITH

AND BRAKE TO MAINTAIN PROPER SHAFT ALIGNMENT AND ELEVATION WITH

CONTRACTOR TO SIZE AND FABRICATE PLATFORM SUPPORTS FOR MOTOR 2.

LOWER HALF, FASTENERS AND KEYS FOR INSTALLATION BY OTHERS.

DELIVER ASSEMBLY WITH UPPER HALF OF COUPLING INSTALLED. PROVIDE 1.

A1

SECTION

SCALE: 1" = 1'-0"

M-501-A1

SHEET KEYNOTES

0 1' 2'6"

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7'-1"

/1

1 5/16" DIA. HOLES

1 5/16" DIA. HOLES

/1

1'-2"

1" TYP

"SR" FOR STARVED ROCK

"BR" FOR BRANDON ROAD

"MAR" FOR MARSEILLES

"L" FOR LEFT

"R" FOR RIGHT

DISTANCE, TYP

W/ 1 1/2" EDGE

1/2" Ø A307 BOLTS

9/16" Ø HOLE FOR

1/4" WELD BEAD, TYP

1/2 " SPACE

1/4 PL

/4

R

1 1/2" PL

1 1/2" PL

1"

9"

9"

/1

1"

/1

/1

1'-6"

/4

T

Y P

1"

9/16" Ø, TYP

6 3/4 "

R

1'-2"

12 GAGE STEEL

L2x2x3/16"

/1

/1

/8

/1

/1

/1

/1

/1

/1

/1

/1

/1

/1

/1

/8

6"2'-10"10"10"3"

7'-1"

6"2'-10"10"10"3"

/1

/1

/1

/1

/1

/1

1'-11 11/16 "

1'-11 11/16 "

/8

/8

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

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®of Engineers

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THE OUTPUT SHAFT CENTERED OVER THE HOLE IN THE SOLE PLATE.

THE GEARBOX FOOTPRINT MUST BE LOCATED WITHIN THESE DIMENSIONS, AND 8.

AND MODIFY AS REQUIRED FOR PROPER FIT.

COUPLING GUARD DIMENSIONS SHOWN ARE NOMINAL. CONTRACTOR TO VERIFY 7.

DELETED6.

ANNOTATED WITH AN *.

PATTERN MUST AVOID THE SUPPORT BEAMS BY THE LIMITS OF THE DIMENSIONS

HOLES CANNOT BE RELOCATED. AS SUCH, THE NEW MACHINERY BOLTING

PLATE (AND MACHINERY) TO STRUCTURAL STEEL SUPPORT MEMBERS. THESE

THE INTENT OF THE 1 5/16" DIA. HOLES IN THE SOLE PLATE IS TO SECURE THE 5.

WITH MACHINERY.

THE SOLE PLATE WILL BE PAINTED PER SPECIFICATIONS PRIOR TO ASSEMBLY 4.

THE SOLE PLATE WILL BE ASTM A572, GRADE 50, STEEL.3.

GOVERNMENT.

LIFTED WITH THE HOIST RINGS. HOIST RINGS SHALL BECOME PROPERTY OF THE

SOLE PLATE. THE SOLE PLATE MACHINERY ASSEMBLY SHALL HANG LEVEL WHEN

THE SOLE PLATE WITH TAPPED HOLES, WITH NO NUTS ON THE BOTTOM OF THE

OF THE MITER GATE MACHINERY ASSEMBLY. THE HOIST RINGS SHALL FASTEN TO

INSTALLING FOUR SWIVEL HOIST RINGS IN EACH SOLE PLATE FOR THE LIFTING

THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING, SUPPLYING, AND 2.

RIGHT AND LEFT ARE DESIGNATED AS LOOKING DOWNSTREAM. 1.

GENERAL SHEET NOTES

A1

SOLE PLATE - UPSTREAM/DOWNSTREAM LEFT

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

A9

SOLE PLATE - UPSTREAM/DOWNSTREAM RIGHT

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

J1

SOLE PLATE DESIGNATION PLATE

SCALE: 3"=1-0"

T Y

P

TYP

TYP

6"0 3" 1'

M-501-J1

J9

HIGH SPEED COUPLING GUARD

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

M-501-J1

1/8

1' 2'0 6"

NOTE 8

NOTE 8

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21RCLS SHAFT WEATHER COVER

21RCLS RIGHT ANGLE GEAR REDUCER

21RCLS SHAFT COUPLING

21RCLS SUPPORT PLATE

42RCLS CHANNEL SUPPORT

21BRAKE SUPPORT

21MOTOR SUPPORT

21HIGH SPEED COUPLING GUARD

21ID PLATE

21SOLE PLATE

21HIGH SPEED COUPLING

21LOW SPEED COUPLING

21ROTATING CAM LIMIT SWITCH (RCLS)

21BRAKE

21ELECTRIC MOTOR

21SPEED REDUCER

2RIGHT HAND ASSEMBLY

TOTAL QTYQTY ASSEMBLYDESCRIPTION

DRESDEN ISLAND LOCK - BASE BID

1HIGH SPEED COUPLING

1LOW SPEED COUPLING

1RCLS RIGHT ANGLE GEAR REDUCER

1ROTATING CAM LIMIT SWITCH (RCLS)

1BRAKE

1SPEED REDUCER - LEFT HAND

1SPEED REDUCER - RIGHT HAND

TOTAL QTYDESCRIPTION

OPTION B

SPARE MACHINERY COMPONENTS -

BILL OF MATERIALS

BASE BID

OPTION B

OPTION A

21RCLS SHAFT WEATHER COVER

21RCLS RIGHT ANGLE GEAR REDUCER

21RCLS SHAFT COUPLING

21RCLS SUPPORT PLATE

42RCLS CHANNEL SUPPORT

21BRAKE SUPPORT

21MOTOR SUPPORT

21HIGH SPEED COUPLING GUARD

21ID PLATE

21SOLE PLATE

21HIGH SPEED COUPLING

21LOW SPEED COUPLING

21ROTATING CAM LIMIT SWITCH (RCLS)

21BRAKE

21ELECTRIC MOTOR

21SPEED REDUCER

2RIGHT HAND ASSEMBLY

TOTAL QTYQTY ASSEMBLYDESCRIPTION

BRANDON ROAD LOCK - BASE BID

21RCLS SHAFT WEATHER COVER

21RCLS RIGHT ANGLE GEAR REDUCER

21RCLS SHAFT COUPLING

21RCLS SUPPORT PLATE

42RCLS CHANNEL SUPPORT

21BRAKE SUPPORT

21MOTOR SUPPORT

21HIGH SPEED COUPLING GUARD

21ID PLATE

21SOLE PLATE

21HIGH SPEED COUPLING

21LOW SPEED COUPLING

21ROTATING CAM LIMIT SWITCH (RCLS)

21BRAKE

21ELECTRIC MOTOR

21SPEED REDUCER

2LEFT HAND ASSEMBLY

21RCLS SHAFT WEATHER COVER

21RCLS RIGHT ANGLE GEAR REDUCER

21RCLS SHAFT COUPLING

21RCLS SUPPORT PLATE

42RCLS CHANNEL SUPPORT

21BRAKE SUPPORT

21MOTOR SUPPORT

21HIGH SPEED COUPLING GUARD

21ID PLATE

21SOLE PLATE

21HIGH SPEED COUPLING

21LOW SPEED COUPLING

21ROTATING CAM LIMIT SWITCH (RCLS)

21BRAKE

21ELECTRIC MOTOR

21SPEED REDUCER

2LEFT HAND ASSEMBLY

21RCLS SHAFT WEATHER COVER

21RCLS RIGHT ANGLE GEAR REDUCER

21RCLS SHAFT COUPLING

21RCLS SUPPORT PLATE

42RCLS CHANNEL SUPPORT

21BRAKE SUPPORT

21MOTOR SUPPORT

21HIGH SPEED COUPLING GUARD

21ID PLATE

21SOLE PLATE

21HIGH SPEED COUPLING

21LOW SPEED COUPLING

21ROTATING CAM LIMIT SWITCH (RCLS)

21BRAKE

21ELECTRIC MOTOR

21SPEED REDUCER

2RIGHT HAND ASSEMBLY

TOTAL QTYQTY ASSEMBLYDESCRIPTION

MARSEILLES LOCK - OPTION A

21RCLS SHAFT WEATHER COVER

21RCLS RIGHT ANGLE GEAR REDUCER

21RCLS SHAFT COUPLING

21RCLS SUPPORT PLATE

42RCLS CHANNEL SUPPORT

21BRAKE SUPPORT

21MOTOR SUPPORT

21HIGH SPEED COUPLING GUARD

21ID PLATE

21SOLE PLATE

21HIGH SPEED COUPLING

21LOW SPEED COUPLING

21ROTATING CAM LIMIT SWITCH (RCLS)

21BRAKE

21ELECTRIC MOTOR

21SPEED REDUCER

2RIGHT HAND ASSEMBLY

TOTAL QTYQTY ASSEMBLYDESCRIPTION

STARVED ROCK LOCK - OPTION A

21RCLS SHAFT WEATHER COVER

21RCLS RIGHT ANGLE GEAR REDUCER

21RCLS SHAFT COUPLING

21RCLS SUPPORT PLATE

42RCLS CHANNEL SUPPORT

21BRAKE SUPPORT

21MOTOR SUPPORT

21HIGH SPEED COUPLING GUARD

21ID PLATE

21SOLE PLATE

21HIGH SPEED COUPLING

21LOW SPEED COUPLING

21ROTATING CAM LIMIT SWITCH (RCLS)

21BRAKE

21ELECTRIC MOTOR

21SPEED REDUCER

2LEFT HAND ASSEMBLY

21RCLS SHAFT WEATHER COVER

21RCLS RIGHT ANGLE GEAR REDUCER

21RCLS SHAFT COUPLING

21RCLS SUPPORT PLATE

42RCLS CHANNEL SUPPORT

21BRAKE SUPPORT

21MOTOR SUPPORT

21HIGH SPEED COUPLING GUARD

21ID PLATE

21SOLE PLATE

21HIGH SPEED COUPLING

21LOW SPEED COUPLING

21ROTATING CAM LIMIT SWITCH (RCLS)

21BRAKE

21ELECTRIC MOTOR

21SPEED REDUCER

2LEFT HAND ASSEMBLY

4ELECTRIC MOTOR

TOTAL QTYDESCRIPTION

SPARE MOTORS - OPTION C

OPTION C

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

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1. SEE SPECIFICATIONS FOR EQUIPMENT DETAILS

NOTE:

A1

BILL OF MATERIALS

SCALE: NTS

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SHAFT SUPPORT (TYPICAL)

SEALED BALL BEARING

HUB FOR HUMIDITY SENSOR

3/4" WELDED WATERTIGHT

DUAL WATERTIGHT SEAL

POLE, DOUBLE THROW

W/SEALED PLUNGER SINGLE

SWITCH CONTACT NUMBER

INDUSTRIAL DUTY SNAP

CAM CONSTRUCTION SHALL BE METAL (ALUMINUM)

#8 GROUND STUD

LOCATION DECSICCANT

HUB FOR 1½" CONDUIT

WELDED WATERTIGHT CONDUIT

AND PROVIDE COVER OVER SHAFT

A WATERTIGHT SEAL FOR FUTURE USE

SHAFT SHALL EXTEND THRU CASING WITH

ADJUST CAM, TYP OF 12

6" DIAMETER MICRO-

SPACE HEATER

THERMOSTAT

FOR SHAFT PROTECTION

COVER MOUNTED TO ENCLOSURE

GEAR REDUCER

EXTERNAL RIGHT ANGLE

TOP OF MACHINERY GEAR BOX

RCLC INPUT DRIVE SHAFT FROM

1/4" THICK MIN. PLATED STEEL PLATE

SUPPORT CHANNEL, TYP

RCLS

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

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BASE WITH THE FOLLOWING REQUIREMENTS:

RESPONSIBLE FOR DESIGNING, FABRICATING, AND INSTALLING A SUPPORT

DETAIL DEVELOPED BY THE GOVERNMENT. THE CONTRACTOR WILL BE

THE ROTATING CAM LIMIT SWITCH SUPPORT BASE SHOWN IS A CONCEPTUAL 6.

ENCLOSURE SHALL BE NEMA 4 WATER TIGHT.

ROTATING CAM LIMIT SWITCH AND RIGHT ANGLE GEAR REDUCER 5.

FUNCTIONALLY BETWEEN ALL COMPONENTS. SEE SPECIFICATION FOR RATIO.

STILL PERFORMING FUNCTION. CONTRACTOR IS REQUIRED TO ENSURE

ENCLOSURE DIMENSIONS SHALL BE THE SMALLEST PERMISSIBLE WHILE 4.

SEE SPECIFICATIONS FOR EXTERNAL RIGHT ANGLE GEAR REDUCER.3.

OPEN POSITION.

AS WELL AS REVERSED MOTION OF MITER GATE LEAF FULL CLOSED TO FULL

DEGREES) FROM MITER GATE LEAF FULL OPEN TO FULL CLOSED POSITION

NOT ROTATE MORE THAN ONE REVOLUTION (I.E. NOT MORE THAN 360

MUST BE PROPERLY REDUCED SO THAT THE INTERIOR CAM SHAFT DOES

GEAR REDUCTION. THE ROTATING CAM LIMIT SWITCH INPUT DRIVEN SHAFT 2.

ADJUSTED BY OTHERS (INSTALLATION CONSTRUCTION CONTRACTOR.)

NOTE THAT FINAL CONTROL CAM POSITION SETTINGS OF CAMS WILL BE

MACHINERY CONTRACTOR MUST SET ALL CAM SETTINGS TO BE THE SAME. 1.

GENERAL SHEET NOTES

A1

ROTATING CAM LIMIT SWITCH INTERNAL PLAN

SCALE: NTS

BOLT DOWN COVER IS NOT SHOWN

H1

RCLS SUPPORT

SCALE: NTS

SUBMITTAL.

SUBMIT PROPOSED DESIGN AS PART OF THE SPEED REDUCER F.

MATERIAL SELECTION TO PREVENT GALVANIC CORROSIONE.

AGAINST CORROSION

PAINTED OR CORROSION RESISTANT MATERIALS TO PROTECT D.

MAINTENENANCE/REPAIR

REDUCER WHICH ALLOWS REMOVAL FOR REDUCER

REPAIR OF SPEED REDUCER, OR IS BOLTED TO SPEED

SUPPORT BASE DOES NOT INTERFERE WITH MAINTENANCE OR C.

FOR EASE OF REMOVAL

ROTATING CAM LIMIT SWITCH BOLTED TO THE SUPPORT FRAME B.

DOES NOT INTERFERE WITH THE OPERATION OF THE SYSTEMA.

6"0 3" 1'

B

C

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ISSUE DATE: MARCH 2022

CONTRACT NO:

SOLICITATION NO:

CULVERT VALVES AND STRUT ARMS

ILLINOIS

W912EK21R0025

W912EK22C0006

of Engineers

US Army Corps

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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

PLAN SET INDEX

STRUT ARMSTRUTARM

CULVERT VALVECLVRTVALVE

DESCRIPTIONPLAN SET ID

B

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S-101

Sheet ID

PLAN SET ID

SHEET NUMBER WITHIN PLAN SET

SEQUENCIAL NUMBER

SHEET TYPE DESIGNATIONS

SHEET TYPE DESIGNATORS

DRAWING SET LAYOUT

PLAN SET ID

PHOTOGRAPHS)

9 - 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES,

CATEGOIES)

8 - USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER

CATEGORIES, INCLUDING TYPICAL DETAIL SHEETS)

7 - USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER

6 - SCHEDULES AND DIAGRAMS

5 - DETAILS

OR SECTIONS THAT ARE NOT DETAILS)

4 - LARGE-SCALE VIEWS (PLANS, ELEVATIONS STAIR SECTIONS,

3 - SECTIONS (SECTIONAL VIEWS, WALL SECTIONS)

2 - ELEVATIONS (VERTICAL VIEWS)

1 - PLANS (SYMBOLS LEGEND, NOTES, ETC.)

0 - GENERAL

THE FINAL TWO PLACEHOLDERS ARE THE SEQUENCIAL NUMBER OF THE SHEET.E.

CAD STANDARDS. SHEET TYPE DESIGNATORS ARE AS SHOWN ON THIS SHEET.

THE THIRD PLACEHOLDER IS THE SHEET TYPE DESIGNATOR, WHICH FOLLOWS THE NATIONAL D.

WHICH THE SHEET WAS DEVELOPED BY.

THE FIRST PLACEHOLDER WITHIN THE SHEET NUMBER IS THE ENGINEERING DISCIPLINE C.

REFERENCE.

BETWEEN PLAN SET IDS, SO PARTICULAR ATTENTION MUST BE PAID TO THE PLAN SET ID

PLACEHOLDER HAVING A SPECIFIC MEANING. NOTE - SHEET NUMBERS MAYBE DUPLICATED

EACH SHEET WITHIN THE PLAN SET WILL HAVE A UNIQUE SHEET NUMBER, WITH EACH B.

PACKAGE. PLAN SET IDS ARE LISTED IN THE TABLE ON THE COVER SHEET.

THE PLAN SET ID INDICATES THE MAJOR COMPONENT OF WORK DETAILED ITHE DRAWING A.

FOLLOWING INFORMATION:

BLOCK IN THE LOWER RIGHT HAND CORNER OF EACH SHEET. THE SHEET ID BLOCK CONTAINS THE

IN ORDER TO NAVIGATE THE DRAWING SET, THE CONTRACTOR SHOULD FOCUS ON THE SHEET ID 3.

THE PROJECT, WITH SUBCOMPONENT SHEETS UNDER EACH PLAN SET.

THE DRAWING SET IS DIVIDED INTO PLAN SETS ASSOCIATED WITH DIFFERENT SCOPES OF WORK IN 2.

CONTRACTOR TO MORE EASILY NAVIGATE THROUGH THE SET.

SHEET IS TO PROVIDE A DESCRIPTIVE OVERVIEW OF THE DRAWING PACKAGE TO ALLOW THE

THIS SHEET EXPLAINS THE GENERAL LAYOUT OF THE DRAWING PACKAGE. THE INTENT OF THIS 1.

ELECTRICAL, CIVIL, ARCHITECTURAL, ETC)

DISCIPLINE (STRUCTURAL, MECHANICAL,

ILLINOIS

W912EK22C0006

of Engineers

US Army Corps

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CLVRTVALVE

SHT. ID DESCRIPTIONS

SHEET INDEX

CONTROL DIMENSIONS AND TOLERANCES

DETAILS SHEET 4

DETAILS SHEET 3

DETAILS SHEET 2

DETAILS SHEET 1

UPSTREAM ELEVATION SECTIONS PLUS COMPONENTS

DOWNSTREAM ELEVATION SECTIONS FRAME

UPSTREAM ELEVATION SECTIONS FRAME

UPSTREAM ELEVATION AND SECTIONS PLUS COMPONENTS

DOWNSTREAM ELEVATION AND SECTIONS FRAMES

UPSTREAM ELEVATION AND SECTIONS FRAMES

UPSTREAM ISOMETRIC VIEW

DOWNSTREAM ISOMETRIC VIEW

STRUCTURAL NOTES

COVER SHEET

S-505

S-504

S-503

S-502

S-501

S-303

S-302

S-301

S-203

S-202

S-201

S-102

S-101

S-001

G-001

CULVERT VALVES

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U .S

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- SIDE SEAL FRICTION COEFFICIENT, = 0.75

- ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE (UHMWPE) SLIDE FRICTION COEFFICIENT, = 0.167

- ACCESSORIES ARE APPROXIMATELY 0.83 KIPS

- CULVERT VALVE IS APPROXIMATELY 8.3 KIPS

THE ESTIMATED DRY WEIGHT OF EACH CULVERT VALVE IS 9.130 KIPS

1. CULVERT VALVE DESIGN DATA:

ACCESS HOLES BY CONTRACTING OFFICER.

EPOXY (ONE SUCH PRODUCT IS BELZONA 1111) AFTER APPROVAL OF THE PLACEMENT OF THE WELD

PENETRATE THE DAMMING SURFACE SHALL BE FILLED WITH A GOVERNMENT APPROVED TWO-PART

9. PROVIDE WELD ACCESS HOLES TO AVOID INTERSECTING WELDS. ANY WELD ACCESS HOLES THAT

8. ALL WELDS SHALL BE WRAPPED U.N.O.

7. ALL BUTT JOINT WELDS SHALL BE GROUND SMOOTH.

6. WHEN POSSIBLE, GRIND ALL WELD TERMINATIONS SMOOTH.

INSPECTED WITH ULTRASONIC TESTING (UT) AND ACCEPTED PER AWS D1.5.

AWS D1.5. AFTER REINFORCING FILLET WELDS HAVE BEEN PLACED ON FCM, WELDS SHALL BE

5. REINFORCING FILLET WELDS SHALL BE USED ON FRACTURE CRITICAL MEMBERS (FCM) U.N.O. PER

THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL.

ANY WELD THAT CANNOT BE SEALED SHALL BE IDENTIFIED ON SHOP DRAWINGS AND SENT TO

APPLICATION AND STORAGE OF PRODUCT SHALL FOLLOW MANUFACTURER RECOMMENDATIONS.

IS BELZONA 1111) THAT ADHERES TO ALL SPECIFICATION REQUIREMENTS DETAILED IN 05 59 13.

CANNOT BE WRAPPED SHALL BE SEALED WITH AN APPROVED EPOXY (ONE SUCH PRODUCT

DRAWINGS, OR THE REQUIRED REINFORCING FILLET WELD SIZE. ANY WELDS THAT

4. ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE

DETAILED TO PROVIDE ROOM FOR WELD BACKING AS NEEDED.

IT NEED TO EXCEED 2 IN. EXCEPT WHERE SHOWN OR SPECIFIED. THE ACCESS HOLE SHALL BE

THE THICKNESS OF THE MATERIAL WITH THE ACCESS HOLE, BUT NOT LESS THAN 1 IN. NOR DOES

MATERIAL IN WHICH THE HOLE IS MADE. THE HEIGHT OF THE ACCESS HOLE SHALL BE 1 1/2 TIMES

FROM THE TOE OF THE WELD PREPARATION NOT LESS THAN 1 1/2 TIMES THE THICKNESS OF THE

3. WELD ACCESS HOLES REQUIRE TO FACILITATE WELDING OPERATIONS SHALL HAVE A LENGTH

FOR CONTRACTING OFFICER (KO) APPROVAL.

THE LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED

SHALL BE PROVIDED IN LIST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON.

AND CLOUDED FOR APPROVAL. ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS

2. ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHALL BE IDENTIFIED ON THE SHOP DRAWINGS

EXCEPT BY WRITTEN PERMISSION FROM THE CONTRACTING OFFICER.

VALVE CONNECTIONS U.N.O. WELDING THAT IS NOT SHOWN ON THE PLANS WILL NOT BE PERMITTED

1. ALL STRUCTURAL WELDING SHALL CONFORM TO ALL REQUIREMENTS AS STATED IN 05 59 13 FOR

AVAILABLE SHIMS INSTALLED.

17. ALL BOLTS THROUGH SHIMS SHALL HAVE SUFFICIENT LENGTH TO FULLY ENGAGE THE NUT WITH ALL

EXCESSIVE DEFORMATION OF SEALS OR SLIDERS.

16. ALL BOLTS THROUGH SEAL BARS AND SLIDERS SHALL HAVE 50 FT-LB OF TORQUE APPLIED WITHOUT

15. ALL STEEL SHIMS WILL BE ASTM A36, AND THEY SHALL ONLY RECEIVE A PRIMER COATING.

CONTRACTING OFFICER REVIEW AND APPROVAL.

14. BEFORE FABRICATION OF STEEL, FABRICATOR SHALL SUBMIT A DISTORTION CONTROL PLAN FOR

QUANTITIES INDICATED ON STRUCTURAL SHEETS ARE FOR (4) CULVERT VALVES.

13. ALL UNIT QUANTITIES INDICATED ON STRUCTURAL SHEETS ARE FOR (1) CULVERT VALVE. TOTAL

BE PAINTED WITH SYSTEM 5-E-Z, UNLESS OTHERWISE NOTED.

09 97 02. ALL CULVERT VALVE COMPONENTS UPSTREAM AND DOWNSTREAM OF THE SKIN PLATE SHALL

12. PAINTING FOR CULVERT VALVES SHALL CONFORM TO ALL REQUIREMENTS STATED IN SPECIFICATION

PROTECTED DURING APPLICATION OF VINYL PAINT SYSTEM.

11. ALL PRIMER ONLY COATED SURFACES FOR CONNECTIONS WITH FULLY TENSIONED BOLTS SHALL BE

THE PAINT SPECIFICATIONS.

10. ANY PAINT COATING DAMAGED DURING ASSEMBLY AND/OR SHIPPING SHALL BE REPAINTED FOLLOWING

ONLY.

9. ALL FULLY TENSIONED BOLT CONNECTION FAYING SURFACES SHALL RECEIVE A PRIMER COATING

8. ALL BOLTS SHALL HAVE THREADS EXCLUDED FROM THE SHEAR PLANE.

7. THE TURN OF NUT METHOD SHALL BE USED TO PRETENSION BOLTED CONNECTIONS.

IN A DAMMING SURFACE.

6. ALL COPE AND WELD ACCESS HOLES SHALL REMAIN OPEN TO PERMIT DRAINAGE, UNLESS LOCATED

CONTAINED WITHIN 3.1.5 OF SPECIFICATION SECTION 35 20 16.

5. CULVERT VALVE SHALL MEET ALL CONTROL DIMENSIONS SHOWN ON S-505, AS WELL AS THOSE

CONTRACTING OFFICER (KO) APPROVAL. SEE SPECIFICATIONS 05 59 13 FOR FURTHER REQUIREMENTS.

SHOP DRAWINGS AND CONTRACT DRAWINGS SHALL BE CLEARLY IDENTIFIED AND SUBMITTED FOR

TO MATERIAL ORDERING AND/OR FABRICATION. ALL DISCREPANCIES OR CHANGES BETWEEN THE

VALVE AND NOTING ANY DISCREPANCIES OR PROPOSED CHANGES ON THE SHOP DRAWINGS PRIOR

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS FOR THE CULVERT

3. ALL STRUCTRUAL BOLTS SHALL BE MECHANICALLY GALVANIZED ASTM F3125 GRADE A325.

ANY EDGE THAT IS THE RESULT OF SHEARING, FLAME CUTTING OR MACHINING.

2. ALL SHARP EDGES SHALL BE BROKEN TO A 1/16" RADIUS U.N.O. A SHARP EDGE IS DEFINED AS

ASTM A709 GR. 50F2. FOR REQUIREMENTS SEE SPECIFICATION 05 59 13.

1. UNLESS NOTED OTHERWISE (U.N.O.) ALL STRUCTURAL STEEL USED IN FABRICATION SHALL BE

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NOTE:

STRUCTURAL STEEL

WELDING

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10'-0" BOTTOM

SEAL

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SCALE: 1" = 1'-0"

DOWNSTREAM ISOMETRIC VIEW

0 1' 2'6"

S-504-A7

S-503-H8

S-503-A8

S-503-A1

S-503-H15

S-504-H7

FCM

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SCALE: 1"- 1'-0"

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S-501-G15

S-501-G8

S-504-A7-2

S-501-A1-4

S-501-A1

S-504-A7

S-504-A7-1

S-502-A15

S-504-A7-4

S-504-A7-1

S-504-A7-8

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6"

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

UPSTREAM ELEVATION

1' 2'0 6"

SHOWN FOR CLARITY.

NOTE: SKIN PLATE AND SIDE SEAL BARS AND TOP SEAL BARS ARE NOT 1.

GENERAL SHEET NOTES

11'-3 7/16 "

5'-7 11/16 "

4'-4"

5'-3 11/16 " 4"

4'-2 3/16 " TYP

2'-1 9/16 " TYP

1/2 " TYP

C L C

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S-501-G15

S-501-G8

S-503-H15 S-503-A15

S-504-A13 S-504-J1

S-504-H7

FCM

S-301

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S-301

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ELEVATION DOWNSTREAM

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S-501-A1

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1 3/4 "

TYP

1 1/8 "

TYP

1 1/8 "

9'-0"

TYP

9 11/16 "

TYP

HEX NUT AND LOCK WASHERS

FLAT HEAD BOLTS WITH

TYP

HEX NUT AND LOCK WASHERS

FLAT HEAD BOLTS WITH

TYP

HEX NUT AND LOCK WASHERS

FLAT HEAD BOLTS WITH

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4" C. TO C.

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ELEVATION UPSTREAM

1' 2'0 6"

(12 EQUAL SPACES)

3 7/8" C. C.

(6 EQUAL SPACES)

4" C. TO C.

S-501-G15

S-501-G8

S-504-A7-2

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S-303

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C T

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/0

/0

W E

K

C

R O

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

A M

E

U P

S T

R E

A M E

L E

V A

T

IO

N S

E C

T

IO

N S

S-301

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

B

B O

Y D

S T

O N

CLVRTVALVE

9 3/8 "

/4

LC

LC

LC

LC

LC

3 5/8 "

8 3/4 "

1/4

FLOW FLOW FLOW FLOW

SECTION - CUT AT SKIN PLATE STIFFENERS

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

9 1/2 "

1' 2'0 6"

SECTION - CUT AT DIAPHRAGM PLATES

A7

1' 2'0 6" A12

SECTION - CUT AT LEVEL STRUT

1' 2'0 6" A17

SIDE VIEW

S-502-A15

S-503-A15

S-504-A7-1

S-503-H1

S-504-H7-1

S-302-A8

S-503-A8

S-504-A7-1

S-503-H15

S-504-A7

S-503-A1

S-503-H8

S-503-H8

S-503-H8

S-503-A1

S-504-H7

S-504-A7

S-504-J1

S-501-G15

S-501-G8

S-504-A13

S-503-A15

S-503-H1

S-503-H1

S-503-H15

S-503-A8

IN W18x55 TYP

1/4

TYP

1'-7 13/16 "

/8

5/8" PLATE TYP

HOLE IN

1/4

TYP

TYP

1/4

TYP

/1

/1

/1

/8

1'-0 3/4 "

/1

3 13/16 "

1"

1 7/16 " 3 5/16 "3 5/16 "3 5/16 "

/1

/8

R

5 1/2 "

3 3/8 "3 5/16 "3 3/8 "1 5/16 "

/8

/8

/8

/8

/1

2 5/8 "2 5/8 "

1'-0 3/4 "

S I

D

C O

N T

R A

C T

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/0

/0

W E

K

C

R O

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

A M

E

D O

W N

S T

R E

A M E

L E

V A

T

IO

N S

E C

T

IO

N S

S-302

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

B

B O

Y D

S T

O N

CLVRTVALVE

1'-9 9/16 "

/1

" 1

/1

1 11/16 " 6" 6"

/8

/1

/8

/1

5/8 "

2" TYP

R

R " T

Y P

R

T Y P

/1

(T Y

P

/1

TYP

R 2"

T Y

PR

/8

/2

2"

/2

A1

PLAN VIEW

SECTION - CUT THROUGH CENTER

S-302-H15 - BOTTOM VERTICAL BASE PLATE

H15

S-302-D15 - BOTTOM BRACKET PLATE

D15

S-302-A15 - BOTTOM HORIZONTAL BASE PLATE

A15

FLOW FLOW

S-504-H7-2

S-504-H7-3

S-504-H7-4

ASTM A709 GR. 50F2PLATE 1" X 1'-3/4" X 1'-1 5/8"82S-302-H15

ASTM A709 GR. 50F2PLATE 1" X 3 13/16" X 11"164S-302-D15

ASTM A709 GR. 50F2PLATE 1" X 7 7/16" X 1'-3/4"82S-302-A15

ASTM A709 GR. 50F2W 18X55 X 9'-11 3/8"164S-302-A8

MATERIALDESCRIPTION

QTY

TOT

QTY

UNIT MARK NO.

BILL OF MATERIALS

S-504-J1

S-504-H7

S-504-A1-1

S-501-A1

S-504-A13

S-504-H7-1

S-503-H1

S-504-A7-8

S-504-A7-1

S-504-A7

S-501-G1

S-503-A8

S-302-A8

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

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

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

PLATE

1/2" SKIN

/1

/8

/4

/1

1/4

(TYP.)

1/4

1/4

(TYP.)

NOTE: SIDE SEAL AND SEAL BARS NOT SHOWN FOR CLARITY.

LC

/8

PLATE

1/2" SKIN

BOTTOM SEAL

LENGTH OF

FOR THE ENTIRE

5 5/16"X1/2" PL

OF BOTTOM SEAL

ENTIRE LENGTH

SILL FILL FOR THE

S I

D

C O

N T

R A

C T

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/0

/0

W E

K

C

R O

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

U S C

O M

P O

N E

N T S

U P

S T

R E

A M E

L E

V A

T

IO

N S

E C

T

IO

N S

S-303

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

B

B O

Y D

S T

O N

CLVRTVALVE

9"

1/4

(TYP.)

LC

LC

LC

LC LC

LC LC

LC

LC

/8

5/8 "

9 3/8 "

5/8 "

1 7/8 "

1'-8 1/8 "

9 3/8 "

FLOW

FLOW

A13

SIDE VIEW

SECTION - CUT AT END

1' 2'0 6" A13

SCALE: N.T.S.

DETAIL - SEATING

A17

SECTION - GUSSET

S-504-A7

S-501-G8

S-504-A7-1

S-501-G15

S-501-G1

S-501-G1

S-504-A7

S-502-A15

S-504-A7

S-504-A7-4

S-504-A7

S-504-A7-1

S-502-J1

S-502-J1

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

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

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S-303

A17

/2

1 3/4 "

8"

7'-8"

ASSEMBLY

UPPER SEAL

5'-8"

(1/4)

1/4" RADIUS

1/2 "

R

@ 16 1/4" C. TO C.

AND LOCK WASHER

A N

S I

D

C O

N T

R A

C T

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/0

/0

W E

K

C

R O

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

L V

E R

T V

A L V

E

D E

T A

IL

S

S-501

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

B

B O

Y D

S T

O N

CLVRTVALVE

1 5/8 "

/4

1 1/8 "

/8

/1

/4

(T

Y P

/8

(T Y P

Ø

/1

(T Y P

Ø /2

(T Y

P

/4

/1

1 3/4 "

/4

/2

8"

4" 1'-0"

10" 1'-0"

/4

/4

5'-8"

/2

R

4 1/2 "1 3/4 "

/1

" 6

/4

/2

/2

R

1/ 2 "

R

1'-0"4"

1'-0"10"

/1

/1

1 3/4 "

8"1'- 1/8 "8"1'- 1/8 "8"1'- 1/8 "8"1'- 1/8 "8"

1 3/4 "

/1

/8

/1

/2

R

(1/4)

/4

S-501-A1 - UPPER SEAL ASSEMBLY

SCALE: N.T.S.

S-501-A8 - UPSTREAM SLIDER SHIM

S-501-A15 - END SLIDER SHIM

S-501-G1 - MAIN SLIDER

SCALE: 1"=1'-0"

G1

S-501-G8 - UPSTREAM SLIDER

G8

S-501-G15 - END SLIDER

G15

6"0 3" 1'6"0 3" 1'0 1' 2'6"

UHMWPEEND SLIDER82S-501-G15-1

UHMWPEUPSTREAM SLIDER246S-501-G8-1

UHMWPEMAIN SLIDER82S-501-G1-1

ASTM A709 GR. 50SHIM, PL 1/8" THICK82S-501-A15-3

ASTM A709 GR. 50SHIM, PL 1/4" THICK82S-501-A15-2

ASTM A709 GR. 50SHIM, PL 1/2" THICK82S-501-A15-1

ASTM A709 GR. 50SHIM, PL 1/8" THICK246S-501-A8-3

ASTM A709 GR. 50SHIM, PL 1/4" THICK246S-501-A8-2

ASTM A709 GR. 50SHIM, PL 1/2" THICK246S-501-A8-1

ASTM A709 GR, 50F2

SUPPORT BAR

1/2"x1 1/2" X9' 11-11/16" TAPPED BAR, ROUND RUBBER SEAL 41S-501-A1-5

ASTM A709 GR. 50F24"X3/4"X9' STEEL SEAL BAR41S-501-A1-4

RUBBER2" ID 6 OR 8 PLY X 9' 11-11/16" STEAM HOSE41S-501-A1-3

ASTM A709 GR. 50F2L3"X2"X1/2"X9' 11-11/16", REMOVE 3/8" FROM BOTH LEGS41S-501-A1-2

ASTM A709 GR. 50F2L5"X3 1/2"X1/2"X9' 11-11/16"41S-501-A1-1

MATERIALDESCRIPTION

QTY

TOT

QTY

UNIT MARK NO.

BILL OF MATERIALS

S-501-A1-1

S-501-A1-2

S-501-A1-3

S-501-A1-4

S-501-A1-5

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

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

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

1/4

11"

9"

4"

3 1/2 "

/2

1/4" CHAMFER

COSMOLINE

DESIGN BASIS IS

INHIBITING COATING,

APPLY CORROSION

AND SHIPPING

DURING PACKAGING

TO BE PROTECTED

MACHINED SURFACE

S I

D

C O

N T

R A

C T

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/0

/0

W E

K

C

R O

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

L V

E R

T V

A L V

E

D E

T A

IL

S

S-502

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

B

B O

Y D

S T

O N

CLVRTVALVE

1/4

(TYP.)

/8 " 5'-8"

/1

/8

5 SP @ 1'-0" = 5'-4"4"

/4

/4

" 4 SP @ 1'-0" = 4'-10"10"

/1

/4

/4

1 3/4 "

1 3/4 "

5'-4 1/2 "

6 1/8 "6"6"8 1/8 "6"6"8 1/8 "6"6"6 1/8 "

/1

1/2 "

(T Y

P

/2

/2

/1

6"

4 1/16 "

(TYP.)

R 1"

.6

2"

R

5"

2" 5/8 "

7"

8 9/16 "

2 1/4 "

/1

1/4

(TYP.)

/2

7'-9 1/4 "

/8

T Y

P

.)(TYP.)

R 4"

4 11/16 "1'-3 1/2 "4 5/8 "1'-3 1/2 "4 5/8 "1'-3 1/2 "4 5/8 "1'-3 1/2 "4 11/16 "4" 4"

(TYP.)

/16

Ø

(T

YP.

) 4

Ø

(TYP.)

3 9/16 "

6 1/8 "6"6"8 1/8 "6"6"8 1/8 "6"6"6 1/8 "1'-5 15/16 "

/2

/8

/4

4 1/2 "

2'-5 1/8 "4 1/2 "2'-11 3/4 "4 1/2 "7 7/16 "

1/4

(TYP.)

7 7/16 "

/8

/8

(T Y P.

1/

Ø

2 7/16 "

8"1'- 1/16 "8"1'- 1/8 "8"1'- 1/8 "8"1'- 1/8 "8"

2 5/16 "

/4

/1

/1

2 5/8 " 2 5/8 "TYP.

(5) EQUAL SPACES

3 1/2" C. TO C.

1 1/8 " 2 5/8 "

8'-4 3/8 "

7'-9 1/4 "

11/16 "

2 5/8 "

/8

/8

/8

/2

/2

ASTM A709 GR, 50F2BOTTOM PLATE82S-502-J8-3

ASTM A709 GR, 50F2MID PLATE82S-502-J8-2

ASTM A709 GR, 50F2TOP PLATE82S-502-J8-1

ASTM A709 GR, 50F2GUSSET328S-502-J1-1

ASTM A709 GR, 50F2PL 1/2" X 1'-1" X 6"82S-502-A15-3

ASTM A709 GR, 50F2GUSSET328S-502-A15-2

ASTM A709 GR, 50F2PL 1/2" X 4-13/16" X 1'-1"82S-502-A15-1

H900, MIN BRINELL HARDNESS 388

ASTM A705, UNS S17400, TYPE 630, CONDITION CONNECTION PIN41S-502-A8-1

ASTM A709 GR,…