W912P517B0008_TPlans.pdf

PDF 9 MB Posted Mar 30, 2018

Attached to: Replacement of HeadGate Machinery, Wiring, Controls and Machinery Huts at the following three Dams: Wolf Creek, Center Hill, and Dale Hollow
Solicitation number: W912P5-17-B-0008
Issued by: Department of the Army Corps of Engineers Engineering District Nashville

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File	Type	Posted
Bid_Abstract_(s).pdf	PDF	Sep 5, 2018
Bid_Abstract_(s).pdf	PDF	Aug 23, 2018
W912P5-17-B-0008_Solicitation_Amendment_0004.pdf	PDF	Jun 1, 2018
TSpecs.pdf	PDF	May 31, 2018
TPlans_Reference_CableConduitSchedule_Am3.pdf	PDF	May 31, 2018
wol_-_dal_historic_hw_elevations.xlsx	XLSX spreadsheet	May 30, 2018
W912P5-17-B-0008_TSpecs_RTA_63.pdf	PDF	May 30, 2018
Dale_Hollow_POR_Elevation_Plot.pdf	PDF	May 30, 2018
Center_Hill_POR_Elevation_Plot.pdf	PDF	May 30, 2018
C04-M-3.pdf	PDF	May 30, 2018
W912P5-17-B-0003-P00003.pdf	PDF	May 30, 2018
WOL_HW_ANALYSIS.PDF	PDF	May 30, 2018
CEN_HW_elevaton_hydrograph.jpg	JPG image	May 30, 2018
C05-M-9.pdf	PDF	May 30, 2018
W912P517B0008_TPlans_Am3Sheets.pdf	PDF	May 30, 2018
W912P5-17-B-0008_TSpecs_RTA_62.pdf	PDF	May 30, 2018
C03-0319-E-6.pdf	PDF	May 30, 2018
W912P517B00080002.pdf	PDF	May 11, 2018
Sign_In_Sheet_Headworks_Intake_Lift_Equipment_Page_1.pdf	PDF	May 1, 2018
W912P5-17-B-0008_Solicitation_Amendment_0001.pdf	PDF	May 1, 2018
US_Citizen_Pre-Bid_or_Site_Visit_Form_JUL_2014.pdf	PDF	Apr 4, 2018
W912P517B0008_Reference_Drawings.pdf	PDF	Mar 30, 2018
W912P517B0008_TSpecs.pdf	PDF	Mar 30, 2018
W912P517B0008.pdf	PDF	Mar 30, 2018

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US Army Corps of Engineers

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IDENTIFICATION

INDEX

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US Army Corps of Engineers

INTAKE LIFTING EQUIPMENT REPLACEMENT

WOLF CREEK, CENTER HILL, DALE HOLLOW

Drawing Index For

CONTRACT DRAWINGS FOR: 250 TON

SHEET# DESCRIPTION

C03-M-1 WOLF CREEK INTAKE PLAN

C03-M-2 CENTER HILL INTAKE PLAN

C03-M-3 INTAKE PLAN, SECTIONS AND DETAILS

C03-M-4 GENERAL LAYOUT

C03-M-5 DRIVE ASSEMBLY

C03-M-6 DRUM ASSEMBLY, DETAIL AND SECTIONS

C03-M-7 DRIVE ASSEMBLY COMPONENTS

C03-M-8 SHEAVE ASSEMBLY DETAILS

C03-M-9 SLACK LINE INDICATOR ASSEMBLY

C03-M-10 SLACK LINE INDICATOR DETAILS

C03-M-11 CONTROLS ASSEMBLY LAYOUT

C03-M-12 CONTROLS ASSEMBLY DETAILS

C03-M-13 DIAL ASSEMBLY & DETAILS

C03-M-14 MACHINERY BASE ASSEMBLY

C03-M-15 MACHINERY BASE SECTIONS, SHEET 1

C03-M-16 MACHINERY BASE SECTIONS, SHEET 2

C03-M-17 MACHINERY BASE SECTIONS, SHEET 3

C03-M-18 MACHINERY BASE SECTIONS &, MOTOR AND BRAKE MOUNT DETAILS

C03-M-19 MACHINERY BASE, DRUM & SLACK LINE MOUNT DETAILS

C03-M-20 MACHINERY BASE, CONTROLS MOUNT DETAILS

C03-M-21 MACHINERY BASE, ANCHOR BOLT & GRATING DETAIL

C03-M-22 MACHINERY COVER DETAILS

CONTRACT DRAWINGS FOR: 112 TON

SHEET# DESCRIPTION

C04-M-1 DALE HOLLOW INTAKE PLAN

C04-M-2 DALE HOLLOW INTAKE PLAN, SECTIONS & DETAILS

C04-M-3 GENERAL LAYOUT

C04-M-4 DRIVE ASSEMBLY LAYOUT

C04-M-5 DRUM ASSEMBLY, DETAILS & SECTIONS

C04-M-6 DRIVE COMPONENTS

C04-M-7 SHEAVE ASSEMBLY & DETAILS

C04-M-8 SLACK LINE INDICATOR ASSEMBLY

C04-M-9 SLACK LINE INDICATOR DETAILS

C04-M-10 CONTROLS ASSEMBLY LAYOUT

C04-M-11 CONTROLS ASSEMBLY DETAILS

C04-M-12 DIAL ASSEMBLY DETAILS

C04-M-13 MACHINERY BASE ASSEMBLY

C04-M-14 MACHINERY BASE SECTIONS SHEET 1

C04-M-15 MACHINERY BASE SECTIONS SHEET 2

C04-M-16 MACHINERY BASE SECTIONS SHEET 3

C04-M-17 MACHINERY BASE SECTIONS SHEET 4

C04-M-18 MACHINERY BASE, MOTOR AND BRAKE MOUNT DETAILS

C04-M-19 MACHINERY BASE ,DRUM AND CONTROLS MOUNT DETAILS

C04-M-20 MACHINERY COVER DETAILS

CONTRACT DRAWINGS FOR: 20 TON

SHEET# DESCRIPTION

C05-M-1 DALE HOLLOW INTAKE PLAN

C05-M-2 DALE HOLLOW INTAKE PLAN, SECTIONS AND DETAILS

C05-M-3 WOLF CREEK INTAKE PLAN

C05-M-4 WOLF CREEK INTAKE PLAN, SECTIONS AND DETAILS

C05-M-5 CENTER HILL INTAKE PLAN

C05-M-6 CENTER HILL INTAKE PLAN, SECTIONS AND DETAILS

C05-M-7 GENERAL LAYOUT

C05-M-8 DRIVE ASSEMBLY LAYOUT

C05-M-9 DRUM ASSEMBLY, DETAILS AND SECTIONS

C05-M-10 DRIVE ASSEMBLY COMPONENTS

C05-M-11 SHEAVE ASSEMBLY & DETAILS

C05-M-12 SLACK LINE INDICATOR ASSEMBLY

C05-M-13 SLACK LINE INDICATOR DETAILS

C05-M-14 HANDWHEEL DETAILS

C05-M-15 CONTROLS ASSEMBLY LAYOUT

C05-M-16 CONTROLS ASSEMBLY DETAILS

C05-M-17 DIAL ASSEMBLY DETAILS

C05-M-18 MACHINERY BASE ASSEMBLY

C05-M-19 MACHINERY BASE SECTIONS, SHEET 1

C05-M-20 MACHINERY BASE SECTIONS, SHEET 2

C05-M-21 MACHINERY BASE SECTIONS, SHEET 3

C05-M-22 MACHINERY BASE SECTIONS &, MOTOR AND BRAKE MOUNT DETAILS

C05-M-23 MACHINERY BASE SECTIONS AND DETAILS

C05-M-24 MACHINERY BASE, DRUM & CONTROLS MOUNT DETAILS

C05-M-25 MACHINERY COVER DETAILS

ELECTRICAL DRAWINGS:

SHEET# DESCRIPTION

C03-E-1 GENERAL NOTES, AND ABBREVIATIONS

C03-E-2 GENERAL POWER INTAKE, BLOCK LAYOUT

C03-E-3 ELECTRICAL CONTROL PANEL, SCHEMATICS SHEET 1

C03-E-4 ELECTRICAL CONTROL PANEL, SCHEMATICS SHEET 2

C03-E-5 ELECTRICAL SINGLE LINE, SCHEMATICS

C03-E-6 PUSHBUTTON PANEL, LAYOUT

C03-E-7 MAIN CONTROL PANEL, COMPONENT LAYOUT

C03-E-8 MISCELLANEOUS ELECTRICAL, DETAILS

C03-E-9 ELECTRICAL CONTROLS ENCLOSURE & HOIST TERMINAL BOX

C03-E-10 POWER HOUSE CONTROLS LAYOUT

C03-E-11 WOLF CREEK CONDUIT AND CABLE SCHEDULE

C03-E-12 CENTER HILL CONDUIT AND CABLE SCHEDULE

C03-E-13 DALE HOLLOW CONDUIT AND CABLE SCHEDULE

C03-E-14 POWER INTAKE GATE MACHINERY, DEMOLITION DRAWING

C03-E-15 POWER INTAKE GATE MACHINERY, DEMOLITION DRAWING

C03-E-16 POWER INTAKE GATE MACHINERY, DEMOLITION DRAWING

Q2-56/2.5 WOLF CREEK, WIRING DIAGRAM, GENERAL POWER

Q-3/294.5 DALE HOLLOW WIRING DIAGRAM, POWER

Q-4/313.7 CENTER HILL, WIRING DIAGRAM, POWER

PLAN

SCALE 1"=15'

ELEVATION

SCALE 1"=15'

US Army Corps of Engineers

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C03-M-1

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WOLF CREEK DAM

KEY PLAN

HEADGATE MACHINERY

250 TON HEADGATE HOIST TYP.

20 TON STATION SERVICE

HEADGATE HOISTHEADGATE TYP.ACCESS TO HEADGATES

HWY. 127

POWERHOUSE

SPILLWAY

HWY. 127

SIDEWALK

INTAKE DECK

SCALE 1/8"=1'- 0"

ELEVATION

SCALE 1/8"=1'- 0"

US Army Corps of Engineers

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C03-M-2

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HEADGATE MACHINERY

CENTER HILL DAM

KEY PLAN

FLO

250 TON HEADGATE HOISTS

20 TON STATION

SERVICE GATE

250 TON GATES NOT

SHOWN FOR CLARITY

20 TON STATION SERVICE

HEADGATE HOIST

POWERHOUSE

SPILLWAY

HWY 141

WIRE ROPE NOT

SHOWN FOR CLARITY

HWY. 141

ACCESS TO

HEADGATES

SIDEWALK

REMOVE EXISTING CHAIN

LINK FENCE AND GROUT

REMAINING BOLT HOLES TYP.

DETAIL 3A

SCALE 3/16"=1'-0"

ELEVATION VIEW

SCALE 3/16"=1'-0"

SECTION 3A-3A

SCALE 3/16"=1'-0"

ANCHOR BOLT AND GROUT PAD DETAILS

SCALE 3/8" = 1'-0"

US Army Corps of Engineers

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C03-M-3

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3'-5 8"

ROAD WAY

SIDEWALK

HEADGATE

250 TON HOIST

6' -6

20'-1"

4' -1

5' -5

7'-63 4"

2"111

7'-63 4"

ANCHOR BOLT TYP.

OF HEADGATE RECESS

ELECTRICAL CONTROLS

ELECTRICAL

CONTROLS

NOTES:

1. PRIOR TO INSTALLATION OF NEW MACHINERY BASES, BUT AFTER DEMOLITION AND REMOVAL OF EXISTING, CONCRETE SURFACE SHALL BE INSPECTED AND APPROVED BY THE COR TO DETERMINE IF REPAIRS ARE NECESSARY. SURFACE SHALL BE AND PREPARED BY CONTRACTOR PRIOR TO PLACEMENT

OF GROUT PAD AND INSTALLATION OF MACHINERY BASES. ANY LOOSE OR DAMAGED CONCRETE SHALL BE REPAIRED BY CONTRACTOR. FOR CONCRETE REPAIR, USE A 1/4 INCH PROFILE TO FACILITATE BONDING OF

NEW CONCRETE TO EXISTING.

2. INSTALL MACHINERY BASES LEVEL AND ON AN EVEN ELEVATION AS VERIFIED BY THE COR.

3. CONTRACTOR SHALL LOCATE AND VERIFY MACHINERY REPLACEMENT ACTIVITIES WILL NOT

DISTURB EXISITING SURVEY AND SEISMIC EQUIPMENT.

4. CONTRACTOR SHALL INCLUDE MEASURES TO PREVENT ANY MATERIALS (CONCRETE,EQUIPMENT, ETC.)

FROM FALLING ONTO/INTO THE GATE STRUCTURE BELOW AND THE LAKE, AND SHALL RETRIVE ANY

FALLEN MATERIALS AND REPAIR/REPLACE ANY DAMAGED STRUCTURES.

5. CONTRACTOR SHALL BE REQUIRED TO SAFELY SUSPEND AND SECURE GATES PRIOR TO REPLACING

THE MACHINERY, CABLES, AND SHEAVES.

1' -3

INTAKE DECK

MACHINERY HUT NOT

SHOWN FOR CLARITY

2' -9

2" THICK GROUT PAD TYP.

SCALE 7/8"=1'-0"

ELEVATION

SIDE

US Army Corps of Engineers

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C03-M-4

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=1 '-0

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GRATING NOT SHOWN

FOR CLARITY.

13" BRAKE TYP.

60 HP MOTOR

DRUM RIGHT HANDDRUM LEFT HAND

18'-113 16"

NOTES:

1. QUANTITIES SHOWN ARE FOR ONE MACHINE. SIX ARE REQUIRED FOR

WOLF CREEK. THREE ARE REQUIRED FOR CENTER HILL.

2. MACHINERY HOUSES ARE NOT SHOWN FOR CLARITY. HOUSES SHALL BE

PROVIDED AS SHOWN ON DGN. C03-M-22.

3. EXISTING INTAKE HOISTS SHALL BE REMOVED AND DISCARDED.

2' -4

-0

'-1

3'-231 32"

PILLOW BLOCK TYP.

DRIVE ASSEMBLY

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

US Army Corps of Engineers

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PARTS LIST

REMARKSMATERIALDESCRIPTIONQTYITEM

STEEL ASTM A709 GRADE 50DRUM COUPLING21

STEEL ASTM A709 GRADE 50DRUM LEFT HAND12

STEEL ASTM A709 GRADE 50DRUM RIGHT HAND13

60HP, 460VAC TECF, 900 RPM NEMA DESIGN D N/AMOTOR14

13" MAGNETEK MBE OR APPROVED EQUAL.

FACTORY SET TO 450 FT-LBS

N/ABRAKE25

TIMKEN FOUR BOLT FLOATING PILLOW BLOCK

BEARING WITH BEARING# 22232K WITH TAPER

LOCK SLEEVE AND DOUBLE LIP SEALS OR

APPROVED EQUAL

N/APILLOW BLOCK26

13" MAGNETEK BRAKE WHEEL OR APPROVED EQUALN/ABRAKE WHEEL17

13" MAGNETEK BRAKE WHEEL OR APPROVED EQUALN/ABRAKE WHEEL18

FALK 525A OR APPROVED EQUAL. 323.1:1 91.5 HP,

870 RPM

N/AGEARBOX19

REXNORD G20 SERIES SIZE 1025G OR APPROVED

EQUAL. S.F. ≥ 1.5

N/AGEAR COUPLING110

1-8 UNC-3.75ASTM A325HEX BOLT 2411

ASTM F844WASHERS2412

510 7 5 8

2 31 16

DRUM LEFT HAND

RIGHT HAND DRUM OPPOSITE HAND

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

SHAFT END DETAIL

SCALE 1"=3"

SECTION 6A-6A

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

GROOVE DETAIL

SCALE 1'= 1'-0"

DETAIL 6A

SCALE 3" = 1'-0"

ROPE ANCHOR

SCALE 6"=1'-0"

SECTION 6B-6B

SCALE 3" =1'-0"

US Army Corps of Engineers

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C03-M-6

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6A 6A6A

2'-8"

1 3 8" WIDE SLOT FOR

WIRE ROPE TERMINATION

3/8

3/4-10 UNC - 2B

TYP.

(3/8) 3/8

3'-41 2"

5'-71 2"

2" PL.

4" 21

4" 2"

R23 32"

32"

16 THRU

X 4

ROPE ANCHOR TYP.

8" X 45° CHAM.

4'-0"

2' -1

2'-11 2"

.0 in

8" X 45° CHAM.

NOTES:

1. DRUM SHELLS SHALL BE ROLLED PLATE. SECTIONS SHALL BE JOINED BY

FULL PENETRATION WELDS. ALL WELDS SHALL BE 100% RADIOGRAPHED.

2. ALL EDGES SHOWN SHARP SHALL HAVE A RADIUS OF APPROXIMATELY

0.02" UNLESS OTHERWISE NOTED.

3. WHERE CLASS OF FIT IS SHOWN, THE ALLOWANCES AND TOLERANCES

SHALL CONFORM TO ASME B4.1.

4. ALL MACHINED SURFACES SHALL CONFORM TO ASME B46.1.

5. ALL BOLTS, SHIMS, NUTS, WASHERS, DOWELS, ETC. REQUIRED FOR

INSTALLATION SHALL BE FURNISHED BY THE CONTRACTOR EVEN IF

THEY ARE NOT CALLED OUT SPECIFICALLY IN THE DRAWINGS OR

SPECIFICATIONS.

6. ALL DOWELS SHALL HAVE A MINIMUM FN2 FIT.

7. WIRE ROPE IS 6X36 WS IWRC STAINLESS STEEL TYPE 304, 13

8 DIA.

8. DRUM MATERIAL SHALL BE ASTM A709 GR.50 DRUM SHAFT MATERIAL SHALL

BE ASTM A322, 4140.

F N

T W

D R

U M

C O

70°

R3"

.0 in

2"21

4'-0"

2'-2"

2' -8

8" WIRE ROPE

2' -1

16" X 45° CHAM.

R1"

1'-51 8"

CJP

3" PL.

4"41

2 3 4" B.C.

1/4-20 UNC - 2B

4-12X

16"

PITCH

R23 32"

SEE NOTE 8

M A

C K

3/8

2'-41 4" B.C.

1-8 UNC - 2B-2

8" DIA.

32" DIA. TURN

DRUM COUPLING

SCALE 2"=1'-0"

GEARBOX

SCALE 3/4"=1'-0"

MOTOR

SCALE 1"=1'-0"

BRAKE

SCALE 2"=1'-0"

BRAKE WHEEL

GEAR COUPLING

SCALE 2" =1'-0"

PILLOW BLOCK

SCALE 2"=1'-0"

US Army Corps of Engineers

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IDENTIFICATION

C03-M-7

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N U

M B

E R

O N

C T

N O

S O

N N

E S

E D

B Y

O B

E R

T W

. B A

D W

N B

M .C

R O

T C

K D

B Y

S U

B M

D B

T S

C A

2" =1

'-0

I D C

-0

dw g

N A

M E

7/ 5/

T D

N A

, T E

N N

E E

N A

T U

.S . A

R M

Y C

O R

P S

O F

E N

E E

R S

C U

N D

E R

W A

D W

O L-

C E

N -D

W O

K E

G E

Q U

P O

W E

E H

T D

E A

S S

E M

C O

M P

O N

KEY& BORE TO MATCH

GEARBOX OUTPUT SHAFT 2'-8"

8" X 45° CHAM.

1'-31 2"

10"2"31 2"

1' -9

1' -7

1' -9

2'-1031 32"

1' -8

BORE & KEY TO MATCH

GEARBOX INPUT SHAFT

R11 2"

1'-1"

8" X 45° CHAM.

TYP.

4"0'-0"

BORE & KEY TO MATCH

GEARBOX INPUT SHAFT

R11 2"

1'-1"

8"53

6' -2

2' -1

4'-5 8"

6'-81 2"

1' -29

1' -9

3' -5

3'-11 4" 3'-11

2' -1

.0 in

F N

T W

D R

U M

8" R

2"R TYP.

BORES & KEYS TO MATCH

GEARBOX & HOIST MOTOR

1'-4" 1'-13

16 THRU X12

1' -6

2'-41 4" B.C.

8" X 45° CHAM. 611

" 1'

-1

1'-921 32"

SHEAVE

SCALE 2 1/2"=1'-0" SHEAVE SECTION

SHEAVE BUSHING

SCALE: 4"=1'-0"

SHEAVE PIN

SCALE: 3"=1'-0"

KEEPER PLATE

SCALE 4"=1'-0"

DETAIL 8A

SCALE 6"=1'-0"

SHEAVE ASSEMBLY SECTION

SCALE 3"=1'-0"

SHEAVE SPACER

SCALE 4"=1'-0"

US Army Corps of Engineers

A P

P R

N M

A R

K D

A P

P R

C R

O N

D A

M A

R K

SHEET

IDENTIFICATION

C03-M-8

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\2 t on h oi st \D ra w in gs

-0

dw g 7/

N U

M B

E R

O N

C T

N O

S O

N N

E S

E D

B Y

O B

E R

T W

. B A

D W

N B

M . C

R O

T C

K D

B Y

S U

B M

D B

T S

C A

2" =1

'-0

I D C

-0

dw g

N A

M E

7/ 5/

T D

N A

, T E

N N

E E

N A

T U

.S . A

R M

Y C

O R

P S

O F

E N

E E

R S

C U

N D

E R

W A

D W

O L-

C E

N -D

W O

K E

G E

Q U

P O

W E

E H

T S

H E

E M

PARTS LIST

REMARKSMATERIALDESCRIPTIONQTYITEM

ASTM A668 CL.JSHEAVE PIN21

ASTM A36KEEPER PLATE42

ASTM B148, ALLOY C9540SHEAVE SPACER103

SELF-LUBE: OR APPROVED EQUALASTM B148, ALLOY C9540SHEAVE BUSHING84

FORGED STEEL MFG'S

RECOMMENDED

SHEAVE85

3/4 -10 UNC -1.75STEEL, MILDHEX BOLT WITH WASHER86

.0 in

2' -8

8" X 45° CHAM.

TYP.

1' -6

7.514 - .002 .000+ in

1/2" PLATE 13

16THRU

TYP.

4"81

2"11 4"

32"

R23

32"

35°

16" X 45° CHAM.

GRAPHITE PLUGS

16"

R1 4"

TYP.

32" THICK

32"

1'-25 8"

NOTES:

1. SHEAVE GROOVES SHALL BE HARDENED IN ACCORDANCE

WITH MANUFACTURES RECOMMENDATIONS.

2. QUANTITIES IN THE PARTS LIST IS FOR ONE MACHINE.

7.514 - .000 .002+ in

8.375 - .005 .006+ in

R 1 8"

16" X 45° CHAM.

TYP.

OVE

RAL

SECTION 9A-9A

SCALE 4"=1'-0"

SECTION 9B-9B

SCALE 4"=1'-0"

SECTION 9C-9C

SCALE 4"=1'-0"

US Army Corps of Engineers

A P

P R

N M

A R

K D

A P

P R

C R

O N

D A

M A

R K

SHEET

IDENTIFICATION

C03-M-9

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\2 t on h oi st \D ra w in gs

-0

dw g 7/

N U

M B

E R

O N

C T

N O

S O

N N

E S

E D

B Y

O B

E R

T W

. B A

D W

N B

M .C

R O

T C

K D

B Y

S U

B M

D B

T S

C A

4" =1

'-0

I D C

-0

dw g

N A

M E

7/ 5/

T D

N A

, T E

N N

E E

N A

T U

.S . A

R M

Y C

O R

P S

O F

E N

E E

R S

C U

N D

E R

W A

D W

O L-

C E

N -D

W O

K E

G E

Q U

P O

W E

E H

T S

K L

A S

S E

M B

PARTS LIST

REMARKSMATERIALDESCRIPTIONQTYITEM

ANSI B18.2.2 - 1 3/4 - 5 UNCSTEEL, MILDHEAVY HEX NUT41

STEEL ASTM A709 GRADE 50BEARING PLATE22

AISI 1095, UH = 199KSI &

YIELD = 139KSI

SPRING23

ASTM B148, ALLOY C9540WASHER24

HONEYWELL NGCMB50AX01MN/AMICRO SWITCH25

EATON E84CBEN/AANTI TWO-BLOCK SWITCH

W/ COUNTER WEIGHT

ASTM A688 CL.KJAW END FITTING27

DILLON DSW-7 HARDWARE

OPTION (G, MODEL C) SWITCH

OPTION (B)

N/AFORCE CONTROL SWITCH28

CROSBY G-2140 PART# 1021147N/ASHACKLE29

NOTES:

1. CONDUIT AND WIRING NOT SHOWN FOR CLARITY.

2. DEAD END CONNECTION SHALL BE STAINLESS STEEL OPEN ROPE

SPELTER SOCKET WITH STRENGTH AT LEAST EQUAL TO THE

RATED STRENGTH OF THE ROPE.

3. FOR THE LOCATION OF SECTION 9A-9A SEE DRAWING C03-M-4.

4. QUANTITIES IN THE PARTS LIST IS FOR ONE MACHINE.

MICRO SWITCH

SCALE 1"=1"

BEARING PLATE

SCALE 6"=1'-0"

ANTI TWO-BLOCK SWITCH

SCALE 4" = 1'-0"

FORCE CONTROL SWITCH

SCALE 4"=1'-0"

JAW END FITTING

SCALE 6"=1'-0"

WASHER

SCALE 1"=1"

SPRING

SCALE 1"=1"

SHACKLE

SCALE 4"=1'-0"

US Army Corps of Engineers

A P

P R

N M

A R

K D

A P

P R

C R

O N

D A

M A

R K

SHEET

IDENTIFICATION

C03-M-10

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\2 t on h oi st \D ra w in gs

-0

dw g 7/

N U

M B

E R

O N

C T

N O

S O

N N

E S

E D

B Y

H N

J . L

A N

G E

N M

A Y

D W

N B

M .C

R O

T C

K D

B Y

S U

B M

D B

T S

C A

1" =1

I D C

-0

dw g

N A

M E

7/ 5/

T D

N A

, T E

N N

E E

N A

T U

.S . A

R M

Y C

O R

P S

O F

E N

E E

R S

C U

N D

E R

W A

D W

O L-

C E

N -D

W O

K E

G E

Q U

P O

W E

E H

T S

K L

D E

32" .08" PLUNGER

ACTUATION

32"

16" X 45° CHAM.

TYP.

SEE NOTE 1

1' -1

R2"

16"

R1" R1"

1'-103 4"

2'-31 8"

1 3/4-5 UNC - 2A

SPRING DATA

Column 1 Column 2

OUTSIDE DIA. 3"

WIRE DIA. 9

16"

PITCH .771"

FREE LENGTH 4 5 8"

SOLID LENGTH 3 3 8"

TOTAL COILS 6

ENDS GROUND

32" 6363

NOTES:

1. DESIGN AND PLACEMENT OF KICK PLATE ON LOWER SHEAVE

BLOCK TO BE DETERMINED BY CONTRACTOR.

SCALE 5"=1'-0"

PLAN

SCALE 5"=1'-0"

SIDE

SCALE 5"=1'-0"

US Army Corps of Engineers

A P

P R

N M

A R

K D

A P

P R

C R

O N

D A

M A

R K

SHEET

IDENTIFICATION

C03-M-11

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\2 t on h oi st \D ra w in gs

-0

dw g 7/

N U

M B

E R

O N

C T

N O

S O

N N

E S

E D

B Y

H N

J . L

A N

G E

N M

A Y

D W

N B

M . C

R O

T C

K D

B Y

S U

B M

D B

T S

C A

5" =1

'-0

I D C

-0

dw g

N A

M E

7/ 5/

T D

N A

, T E

N N

E E

N A

T U

.S . A

R M

Y C

O R

P S

O F

E N

E E

R S

C U

N D

E R

W A

D W

O L-

C E

N -D

W O

K E

G E

Q U

P O

W E

E H

T C

O N

S S

E M

L A

Y O

REMARKSMATERIALDESCRIPTIONQTYITEM

N/ACOUPLING21

GEMCO: 1980406-Y-SP-TD2-S-75-LN/AROTARY CAM SWITCH12

SUPERIOR GEARBOX: S200 SERIES,

"C" DRIVE 2:1 REDUCTION

N/AGEAR BOX13

ASTM A36COUPLING ADAPTER14

CELESCO: RT8420-0080-231-1150N/ATRANSDUCER155 1

NOTES:

1. CONDUIT AND WIRING NOT SHOWN FOR CLARITY.

FOR DIAL ASSEMBLY

SEE SHEET C03-M-13

ENCODER

SCALE 8" =1'-0"

COUPLING

SCALE 12" =1'-0"

ROTATING CAM LIMIT SWITCH

SCALE 6" =1'-0"

GEAR BOX

SCALE 6"=1'-0"

COUPLING ADAPTER

SCALE 12"=1'-0"

US Army Corps of Engineers

A P

P R

N M

A R

K D

A P

P R

C R

O N

D A

M A

R K

SHEET

IDENTIFICATION

C03-M-12

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\2 t on h oi st \D ra w in gs

-0

dw g 7/

N U

M B

E R

O N

C T

N O

S O

N N

E S

E D

B Y

H N

J . L

A N

G E

N M

A Y

D W

N B

A R

A N

C K

D B

S U

B M

D B

T S

C A

1' -0

I D C

-0

dw g

N A

M E

7/ 5/

T D

N A

, T E

N N

E E

N A

T U

.S . A

R M

Y C

O R

P S

O F

E N

E E

R S

C U

N D

E R

W A

D W

O L-

C E

N -D

W O

K E

G E

Q U

P O

W E

E H

T C

O N

S S

E M

D E

1'-41 16"

16"

32"

R13 4"

8 1 4 TYP.

COUPLING HALF BORES TO

ACCOMMODATE MATING SHAFTS

AND KEYS OF RESPECTIVE

EQUIPMENT

32"

16"

16" X 45° CHAM. TYP.1

4 THRU X6

4" B.C.

R1 8"

4" KEYWAY SLOT

DIAL INDEX PLATE

SCALE 6"=1'-0"

DIAL FACE PLATE

SCALE 6"=1'-0"

DIAL SHAFT

SCALE 12"=1'-0"

DIAL POINTER

SCALE 12"=1'-0"

DIAL ASSEMBLY

SCALE 6"=1'-0"

SECTION 13A-13A

SCALE 6"=1'-0"

US Army Corps of Engineers

A P

P R

N M

A R

K D

A P

P R

C R

O N

D A

M A

R K

SHEET

IDENTIFICATION

C03-M-13

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\2 t on h oi st \D ra w in gs

-0

dw g 7/

N U

M B

E R

O N

C T

N O

S O

N N

E S

E D

B Y

H N

J . L

A N

G E

N M

A Y

D W

N B

M . C

R O

T C

K D

B Y

S U

B M

D B

T S

C A

6" =1

'-0

I D C

-0

dw g

N A

M E

7/ 5/

T D

N A

, T E

N N

E E

N A

T U

.S . A

R M

Y C

O R

P S

O F

E N

E E

R S

C U

N D

E R

W A

D W

O L-

C E

N -D

W O

K E

G E

Q U

P O

W E

E H

T D

A S

S E

M B

D E

REMARKSMATERIALDESCRIPTIONQTYITEM

ALUMINUM 2024-T4DIAL FACE PLATE11

ASTM B21 CODE M30DIAL INDEX PLATE12

ASTM B21 CODE M30DIAL POINTER13

ASTM A36DIAL SHAFT14

13A

1'-2"

37.1°

TYP.

53.4°

TYP.

16" PL.

ENGRAVE TEXT 1 8" DEEP

2" TEXT HEIGHT

8" 1

4"3 8"

1/2-13 UNC - 2B

16" X 45° CHAM.

4 11

41/4-20 UNC - 2B

X232

8" PL. SHALL BE

RIVETED TO DIAL

FACE PLATE

2 1 4

R5 8"

17°

3 2 1

WOLF CREEK

POSITION FT.

INSPECTION LEVEL 122

SERVICE LEVEL 40

CLOSED 0

32 HRU

1 2 X 82°

CENTER HILL

POSITION FT.

INSPECTION LEVEL 122

SERVICE LEVEL 40

CLOSED 0

1'-2"

1'-1 2"

SIDE

SCALE 7/8"=1'-0"

ELEVATION

SCALE 7/8"=1'-0"

US Army Corps of Engineers

A P

P R

N M

A R

K D

A P

P R

C R

O N

D A

M A

R K

SHEET

IDENTIFICATION

C03-M-14

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\2 t on h oi st \D ra w in gs

-0

dw g 7/

N U

M B

E R

O N

C T

N O

S O

N N

E S

E D

B Y

A L

. T R

O M

D W

N B

M .C

R O

Y B

E H

C K

D B

S U

B M

D B

T S

C A

7/ 8"

=1 '-0

I D C

-0

dw g

N A

M E

7/ 5/

T D

N A

, T E

N N

E E

N A

T U

.S . A

R M

Y C

O R

P S

O F

E N

E E

R S

C U

N D

E R

W A

D W

O L-

C E

N -D

W O

K E

G E

Q U

P O

W E

E H

T M

A C

E R

Y B

A S

E A

S S

E M

16B

16C

15C 15C

19B 16A 16A

17C

17A

19A

20A

18A

18B

21A 21A

17B

15B 15B

15A 15A 15D

15D

2' -4

-0

1'-413 32" 1'-25

NOTES:

1. ALL STRUCTURAL STEEL SHAPES AND PLATES SHALL BE ASTM A709 GRADE 50.

2. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1. PREHEAT AND POST HEAT STEEL

ACCORDING TO REQUIREMENTS OF AWS D1.1. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED

BY THE AMERICAN WELDING SOCIETY (AWS) AND ARE IN ACCORDANCE WITH AWS 2.4. WELD SYMBOLS INDICATE ONLY THE SIZE AND TYPE OF WELD REQUIRED. DETAILED WELDING INFORMATION SHALL BE

SUBMITTED BY THE CONTRACTOR FOR APPROVAL IN ACCORDANCE WITH THE SPECIFICATIONS.

3. ALL SURFACES, SHAPES, AND ASSOCIATED HARDWARE OF MACHINERY BASES TO BE PAINTED WITH

PAINT SYSTEM ACCORDING TO SPECIFICATION 09 97 02.

4. FULL PENETRATION WELDS SHALL BE 100% RADIOGRAPHED.

5. WELDING IS REQUIRED AT ALL STRUCTURAL STEEL INTERSECTIONS. UNLESS OTHERWISE INDICATED, ASSUME ALL BUTT JOINTS REQUIRE COMPLETE JOINT PENETRATION WELDS AND ALL T-JOINTS

REQUIRE MINIMUM FILLET WELDS AS PER AWS D1.1.

6. PROVIDE 1 1/2 INCH WELD ACCESS HOLES. NO INTERSECTING WELDS ARE PERMITTED.

18'-713

16" (REF)

7'-11 4" 2'-41

2" 7'-11 4"

3' -1

4' -8

E F)

SHEAVE ASSY.

GEAR REDUCERSHEAVE ASSY.

DRUM

SHEAVE

2" PL. TYP.

C8x18 TYP.

W30x116 TYP.

3" 3'

-1

4" 3'

-1

4" 3"

2" PL. TYP.

4'-81

32" (REF)

SHEAVES

BRAKE MOUNTING

PLATE

MOTOR & BRAKE

MOUNTING PLATE

GRATING NOT SHOWN

FOR CLARITY

GRATING NOT SHOWN

FOR CLARITY

4 HRU X6

2' -7

16" STIFFENER PL.

TYP.

1'-611 32" 1'-613

32" 2'-9 32" 2'-7

32"

16" STIFFENER PL. TYP.

SECTION 15C-15C

SCALE 1"=1'-0"

SECTION 15B-15B

SCALE 1"=1'-0"

VIEW 15A-15A

SCALE 1"=1'-0"

SECTION 15D-15D

TYPICAL STIFFENER PL. DETAIL

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

US Army Corps of Engineers

A P

P R

N M

A R

K D

A P

P R

C R

O N

D A

M A

R K

SHEET

IDENTIFICATION

C03-M-15

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\2 t on h oi st \D ra w in gs

-0

dw g 7/

N U

M B

E R

O N

C T

N O

S O

N N

E S

E D

B Y

A L

. T R

O M

D W

N B

M .C

R O

Y B

E H

C K

D B

S U

B M

D B

T S

C A

1" =1

'-0

I D C

-0

dw g

N A

M E

7/ 5/

T D

N A

, T E

N N

E E

N A

T U

.S . A

R M

Y C

O R

P S

O F

E N

E E

R S

C U

N D

E R

W A

D W

O L-

C E

N -D

W O

K E

G E

Q U

P O

W E

E H

T M

A C

B A

S E

O N

S S

H E

E T

5/16 5/16

3/8

CJP

TYP

3/8

CJP

TYP

1'-77 16" 1'-41

8" 4'-111 16" 2'-41

2" 4'-111 16" 1'-41

8" 1'-77 16"

W30X116 TYP.

2" PL. TYP.

4"71

4"9"2'-811 16"

W30X116 TYP.

2" PL.

3/8 TYP.(3/8)TYP.

5/16

5/16TYP.

MOTOR /BRAKE MOUNTING PLATE BRAKE MOUNTING PLATE

4"51

7'-11 4" 7'-11

16'-7"

1'-95 32" 1'-93

8" 1'-93 8" 1'-93

8" 1'-95 32" 1'-93

8" 1'-93 8" 1'-93

W30x116

16" STIFFENER PL. TYP.

W30x116 W30x116

2' -4

32"

R11

2" TYP.

5/16

5/16 TYP.

5/16

5/16 TYP.

5/16

5/16 TYP.

16" STIFFENER PL. TYP.

SECTION 16A-16A

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

SECTION 16B-16B

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

SECTION 16C-16C

EXTENDED SHEAVE PLATE DETAIL

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

US Army Corps of Engineers

A P

P R

N M

A R

K D

A P

P R

C R

O N

D A

M A

R K

SHEET

IDENTIFICATION

C03-M-16

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\2 t on h oi st \D ra w in gs

-0

dw g 7/

N U

M B

E R

O N

C T

N O

S O

N N

E S

E D

B Y

A L

. T R

O M

D W

N B

M .C

R O

Y B

E H

C K

D B

S U

B M

D B

T S

C A

2" =1

'-0

I D C

-0

dw g

N A

M E

7/ 5/

T D

N A

, T E

N N

E E

N A

T U

.S . A

R M

Y C

O R

P S

O F

E N

E E

R S

C U

N D

E R

W A

D W

O L-

C E

N -D

W O

K E

G E

Q U

P O

W E

E H

T M

A C

B A

S E

O N

S S

H E

E T

C8x18 TYP.

W30x116 TYP.

L4x4x1

2" TYP.

5/16 5/16

3'-1019

32" TYP.2'-1027

32" TYP.

3/8

3/8 TYP.

2'-41 2" 7'-11

3'-3 4"

7'-11 4"

3'-3 4"

3/8

3/8TYP.

3/16TYP.

2" PL.

L4x4x1 2"

TYP.

2" PL.

3'-11 2"

2'-4"

1 1 2" PL.

3/4-10 UNC - 2B

2' -4

3'-0"

1'-6"

1' -1

3/8

3/8TYP.

3/8

3/8TYP.

7.514 - .000 .002+ in

MOTOR & BRAKE MOUNTING PLATE

BRAKE MOUNTING PLATE

4'-4" 2'-65 8" 51

4"51 4"

W30x116 W30x116

3/8

3/8TYP.

3/8

3/8TYP.

3/8

3/8TYP.

SECTION 17C-17C

TYPICAL SHEAVE PLATE DETAIL

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

SECTION 17A-17A

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

SECTION 17B-17B

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

US Army Corps of Engineers

A P

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IDENTIFICATION

C03-M-17

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\2 t on h oi st \D ra w in gs

-0

dw g 7/

N U

M B

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3/4-10 UNC - 2B

2" PL.

2' -2

3'-0"

1' -1

1'-6"

2'-4"

3/8

3/8TYP.

2" PL. 1

2" PL.

1 1 2" PL. 1 1 2" PL.

3/8

3/8TYP.

3/8

3/8TYP.

7.514 - .000 .002+ in

W30x116 W30x116

W30x116

W30x116 1'

-8

L4x4x1

2" TYP.

3/16TYP.

3/8

3/8 TYP.

3/8

3/8 TYP.

10'-1 8"

4'-4" 2'-65 8"

10'-1 8"

3'-11 2"

SECTION 18B-18B

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

SECTION 18A-18A

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

BRAKE MOUNTING PLATE DETAIL

SCALE 3"=1'-0"MOTOR & BRAKE MOUNTING PLATE DETAIL

SCALE 3"=1'-0"

US Army Corps of Engineers

A P

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IDENTIFICATION

C03-M-18

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\2 t on h oi st \D ra w in gs

-0

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N U

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A S

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N S

B R

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3'-0"

5" 3"

32"

5/16

5/16 TYP.

1/4 1/4

2" PL. TYP.

W30x116

2" PL.

3'-0"

1'-65 8"

5/16

5/16TYP.

1/4

1/4 TYP.

2" PL.

5" 3"

W30x116

2' -9

5/16TYP.

5/16

5/16 TYP.

5/16

5/16 TYP.

1' -9

2' -9

1'-0"

9" 11 2"

TYP.

11"

3" TY

TYP.

3'-811 16"

1'-0"2'-811 16"

2"11"1'-521

32"

2"1'-623

32"1'-13 4"

32 THRU

3/4-10 UNC - 2B

32 THRU

3/4-10 UNC - 2B

2" PL. TYP.

2" PL. MACHINED TYP.

4" PL.

DETAIL 19B

TYPICAL

SCALE 5"=1'-0"

SECTION 19A-19A

SCALE 5"=1'-0"

DETAIL 19A

SCALE 4"=1'-0"

ELEVATION

SCALE 4"=1'-0"

SIDE

SCALE 4"=1'-0"

US Army Corps of Engineers

A P

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IDENTIFICATION

C03-M-19

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\2 t on h oi st \D ra w in gs

-0

dw g 7/

N U

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5" =1

'-0

I D C

-0

dw g

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19A 19A

4" PL.1/2-13 UNC - 2B

TYP.

8-32 UNC - 2B 11

32TO

MATCH MICRO SWITCH

2" PL.

5/16 5/16

1/4

1" PL.

THIS PLATE OMITTED ON

OPPOSITE SIDE.

1/4 1/4

C8x18 TYP.

32 HRU

16" 73

8" 13 16"

9" 1'-11"

1' -3

2" PL.

2"PL.

5/16

1/4

W30X116

2"PL.

DRUM

1/4

1/4 TYP.

BOLT PATTERN TO MATCH

ANTI TWO BLOCK SWITCH

8-32 UNC - 2B HRU

LOCATION OF LIMIT SWITCH

MOUNTING HOLES TO BE

DETERMINED BY SWITCH

ACTIVATION

32"129 32" 129

32"1'-61 2" 21

4"21

1 THRU X4

DETAIL 20A

SCALE 3"=1'-0"

ELEVATION

SCALE 3"=1'-0"

SIDE

SCALE 3"=1'-0"

SIDE

SCALE 3"=1'-0"

SECTION 20B-20B

SCALE 8"=1'-0"

SECTION 20A-20A

SCALE 8"=1'-0"

US Army Corps of Engineers

A P

P R

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SHEET

IDENTIFICATION

C03-M-20

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\2 t on h oi st \D ra w in gs

-0

dw g 7/

N U

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3" =1

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20B

20A

"31 2"

32"

2'-81 4"

16"95

8"1'-525 32"

"3"

2" 2"

16"

55°

1'-115 16"

2" B.C.

2" PL.

1/2" PL.

W6x16

1/4

1/4 TYP.

32" 41

(3/16) 3/16

1' -8

1/4

32"

3/8-16 UNC - 2B X4

TO MATCH LIMIT SWITCH

8"THRU TO MATCH

GEAR REDUCER

45°

90°

(1/8) 1/8

1/4

8"77

FOR BEARING STAND DETAILS SEE

SHEET C03-M-19

55°

1' -8

16 THRU

1/4-20 UNC - 2B X2

TO MATCH DIAL

1/4

1'-31 16"

4" PL.

SECTION 21A-21A

SCALE 1"=1'-0"

DETAIL 21A

SCALE 4"=1'-0"

US Army Corps of Engineers

A P

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SHEET

IDENTIFICATION

C03-M-21

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\2 t on h oi st \D ra w in gs

-0

dw g 7/

N U

M B

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M .C

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1" =1

'-0

I D C

-0

dw g

N A

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A S

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H O

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21A

" B

E A

G P

8 THRU

TYP.

4"21

17'-7"

4"7'-63

4"1'-11"7'-63 4"

9' -5

'-1

7'-11 16"

S Y

M M

L A

B O

2" PL.

2' -5

.NOTES ON GRATING:

1. GRATING SHALL BE GALVANIZED STEEL WELDED BAR GRATING. GRATING SHALL BE MCNICHOLS GW 175 WELDED SERIES GRATING OR APPROVED EQUAL. INSTALL GRATING PER MANUFACTURER'S

INSTRUCTIONS AND WITH THE BEARING BARS PARALLEL TO THE SPAN SHOWN.

2. GRATING SHALL BE ACCURATELY CUT TO NEATLY FIT REQUIRED DIMENSIONS AND HAVE TRIM

BANDING.

3. GRATING WILL BE SUBJECT TO UNIFORM LOADING CONDITIONS.

4. PROVIDE GRATING WITH DEFLECTION NOT TO EXCEED 1 4" FOR A UNIFORM LOAD OF 100 POUNDS

PER SQUARE FOOT. PROVIDE GRATING WITH ADEQUATE DESIGN FOR REQUIRED SPANS PER

MANUFACTURER'S RECOMMENDATIONS. MINIMUM DIMENSIONS OF 1-3

4" X 3 16" BEARING BAR

SIZE AND MAXIMUM 1-3

16" CENTER TO CENTER BEARING BAR SPACING.

5. GRATING SHALL BE DESIGNED TO BE INFREQUENTLY REMOVABLE. GRATING ANCHORS SHALL

BE GALVANIZED, SADDLE TYPE OF SIZE RECOMMENDED BY MANUFACTURER. INSTALL PER

MANUFACTURER RECOMMENDATIONS. ASSOCIATED FASTENERS (SCREWS OR BOLTS) SHALL

BE GALVANIZED.

6. GRATING SHALL BE PROVIDED TO COVER OPENING BETWEEN MEMBERS NEAR DEAD END OF WIRE

ROPE AND ON TOP OF WF'S IN FRONT OF NEW GEARBOX.

7. ANCHOR BOLTS SHALL BE 1"X15" ASTM F1554 GRADE 55 FULLY THREADED. INSTALL ANCHOR BOLTS USING HILTI HIT-RE 500 EPOXY ADHESIVE ANCHORING SYSTEM OR EQUIVALENT AND ACCORDING TO

MANUFACTURER'S RECOMMENDATIONS. INSTALL A SINGLE NUT AND WASHER BELOW MACHINERY

BASE BEAM BOTTOM FLANGE FOR LEVELING. INSTALL A SINGLE WASHER AND TWO NUTS (ONE HEAVY HEX AND ONE HEAVY JAM NUT) ON TOP OF MACHINERY BASE BEAM BOTTOM FLANGE. NUTS SHALL BE A563 GRADE A HEAVY HEX AND WASHERS SHALL BE F436. EMBED ANCHORS A MINIMUM OF 6" OR AS

NECESSARY FOR PROPER LEVELING OF MACHINERY BASES. ANCHOR BOLTS, NUTS AND WASHERS

SHALL BE GALVANIZED.

8. STEEL FLOOR GRATING TO BE REPLACED WITH NEW WELDED GALVANIZED STEEL GRATING ACCORDING TO ANSI (AMERICAN NATIONAL STANDARD INSTITUTE) AND NAAMM (NATIONAL ASSOCIATION OF

ARCHITECTURAL METAL MANUFACTURERS) STANDARDS.

9. EXISTING GRATING IN CONCRETE RECESS TO BE CUT TO SIZE AND REBANDED.

2' -7

SEE NOTE 6 SEE NOTE 6

SEE NOTE 7

SCALE 1/2"=1'

ELEVATION

SCALE 1/2"=1'-0"

SIDE

SCALE 1/2"=1'-0"

ISOMETRIC

SCALE 1/2"=1'

US Army Corps of Engineers

A P

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SHEET

IDENTIFICATION

C03-M-22

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\2 t on h oi st \D ra w in gs

-0

dw g 7/

N U

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M .C

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E H

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1/ 2"

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-0

dw g

N A

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7/ 5/

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C U

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O V

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D E

17'-51 2"

19'-111 16"

1'-83 16" 10'-105

7' -9

R6"

5' -2

3'-0"

NOTES:

1. THIS DRAWING IS SHOWN TO ILLUSTRATE MACHINERY COVER ENVELOPE DIMENSIONS AS

WELL AS OPENING LOCATIONS AND MINIMUM DIMENSIONS. ACTUAL DESIGN OF MACHINERY

COVERS WILL BE COMPLETED BY CONTRACTOR.

2. CONTRACTOR SHALL DESIGN AND SUBMIT FOR APPROVAL ALUMINUM MACHINERY COVERS

AND ALL REQUIRED INTERNAL SUPPORTS. MACHINERY COVERS SHALL ADEQUATELY

COVER ALL ASPECTS OF MACHINERY AND WILL BE BOLTED TO EITHER THE MACHINERY

BASES OR CONCRETE. EXTERIOR SHEATHING SHALL BE OF THE DIMENSIONS

SHOWN. DESIGN SHALL COMPLY WITH IBC, AA ASM35, AND AA ADM REQUIREMENTS.

COVERS SHALL BE DESIGNED TO SUPPORT ALL APPLICABLE LOADS IN ASCE 7-10. DESIGN

ANALYSIS DOCUMENTATION AND SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR

TO FABRICATION. DESIGN WILL INCLUDE BUT IS NOT LIMITED TO: DESIGN OF ALUMINUM ROOF

AND WALL SHEATHING, ROOF SUPPORTS, COLUMNS, GIRTS, STIFFENERS, PERIMETER SILLS,

CONNECTIONS, AND OPENINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF MACHINERY

COVERS WITH THE EXISTING SITE, MACHINERY, AND MACHINERY BASES AND ADVISE THE

CONTRACTING OFFICER'S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO FABRICATION.

3. MACHINERY COVERS SHALL BE DESIGNED TO BE EASILY REMOVABLE BY CRANE, AND SHALL

HAVE PERMANENT LIFTING LUGS INSTALLED. STRUCTURAL MEMBERS AND CONNECTIONS MUST

BE ADEQUATELY DESIGNED AND COORDINATED WITH LIFTING LUG PLACEMENT TO ENSURE THE

COVER IS NOT DAMAGED DURING LIFTING.

4. IN KEEPING WITH THE ARCHITECTURE OF THE ORIGINAL MACHINERY COVERS, CONTRACTOR

SHALL NOT DEVIATE FROM RADII AND ARCHITECTURE SHOWN. MACHINERY COVERS AND ALL

ASSOCIATED FRAMING SHALL HAVE A MINIMUM OF 6'-6" CEILING CLEARANCE TO ALLOW ENTRY

FOR MAINTENANCE.

5. NO BOLT HOLES WILL BE DRILLED INTO THE MACHINERY BASES AFTER PAINTING.

6. ALL MACHINERY COVER SHEETING AND PLATES SHALL BE ASTM B209 ALLOY 6061-T6. STRUCTURAL

ALUMINUM SHAPES SHALL BE ASTM B308 ALLOY 6061-T6 ALUMINUM UNLESS NOTED.

7. ALL WALLS AND ROOF EXTERIOR SHEATHING SHALL BE MIN. 1/8" THICK.

8. ALL CONNECTIONS (WITH THE EXCEPTION OF ANCHOR BOLTS AND/OR BOLTED CONNECTION TO

MACHINERY BASES) SHALL BE WELDED IN ACCORDANCE WITH AWS D1.2.

9. ALL DOORS SHALL BE EQUIPPED WITH LOCKS. LOCKS SHALL BE DESIGNED WITH BEST KEY CORES OR SIMILAR TO FACILITATE KEY CHANGE OUT IN THE FUTURE. DOORS/ENTRYWAYS SHALL BE LOCKED

USING A PADLOCK.

10. MACHINERY COVER SHALL BE SUBJECT TO WATER-TIGHTNESS TESTING. COVERS THAT FAIL

WATER-TIGHTNESS TESTING WILL NOT BE ACCEPTED. MACHINERY COVER SHALL BE TESTED

BY CONTRACTOR IN THE PRESENCE OF THE GOVERNMENT QAR.

5' -2

6'-0"

3'-0"

DOUBLE DOORS

6' -8

MACHINERY BASE

REMOVABLE, WATER-TIGHT

CONTROLS COVER

RADIUS TO MATCH DIAL ON

CONTROLS.

SINGLE DOOR

SCALE 3/16" = 1'-0"

ELEVATION

SCALE 3/16" = 1'-0"

US Army Corps of Engineers

A P

P R

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M A

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SHEET

IDENTIFICATION

C04-M-1

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\1 t on h oi st \D ra w in gs

-0

dw g 3/

N U

M B

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B Y

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B Y

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B M

D B

T S

C A

'-0

A N

S I D

-0

dw g

A M

D A

N A

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T U

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R M

Y C

O R

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N -D

W O

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Q U

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T D

H O

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®N

DALE HOLLOW DAM

KEY PLAN

FLO

HEADGATE MACHINERY

POWERHOUSE

SPILLWAY

DALE HOLLOW DAM ROAD

MANHOLE ACCESS

TO INTAKE DECK

JIB HOIST 20 TON STATION SERVICE

HEADGATE HOIST

INTAKE DECK

ACCESS

PARAPET WALL

WIRE ROPE NOT

SHOWN FOR CLARITY

RAILING WILL BE MODIFIED

TO FIT NEW UNITS

20 TON STATION SERVICE

HEADGATE HOIST

112 TON STATION SERVICE

HEADGATE HOIST

112 TON STATION SERVICE

HEADGATE HOIST

JIB HOIST

INTAKE DECK

DALE HOLLOW DAM ROAD

112 TON STATION

SERVICE GATE

20 TON STATION

SERVICE GATE

DETAIL 2A

SCALE 1/4" = 1'-0"

ELEVATION

SCALE 1/4" = 1'-0"

SECTION 2A-2A

SCALE 1/4" = 1'-0"

ANCHOR BOLT AND GROUT PAD DETAILS

SCALE 1/2" = 1'-0"

US Army Corps of Engineers

A P

P R

N M

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A P

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M A

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SHEET

IDENTIFICATION

C04-M-2

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\1 t on h oi st \D ra w in gs

-0

dw g 3/

N U

M B

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B Y

W N

B Y

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S U

B M

D B

T S

C A

1/ 4"

'-0

A N

S I D

-0

dw g

A M

D A

N A

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C U

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T D

H O

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S E

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D E

NOTES:

1. PRIOR TO INSTALLATION OF NEW MACHINERY BASES, BUT AFTER DEMOLITION AND REMOVAL OF EXISTING, CONCRETE SURFACE SHALL BE INSPECTED AND APPROVED BY THE COR TO DETERMINE IF REPAIRS ARE NECESSAR. SURFACE SHALL BE CLEANED AND PREPARED BY CONTRACTOR PRIOR TO PLACEMENT OF GROUT PAD AND INSTALLATION OF

MACHINERY BASES. ANY LOOSE OR DAMAGED CONCRETE SHALL BE REPAIRED BY CONTRACTOR.

2. INSTALL MACHINERY BASES LEVEL AND ON AN EVEN ELEVATION AS VERIFIED BY THE COR.

3. CONTRACTOR SHALL LOCATE AND VERIFY MACHINERY REPLACEMENT ACTIVITIES WILL NOT DISTURB EXISTING SURVEY

AND SEISMIC EQUIPMENT.

4. CONTRACTOR SHALL INCLUDE MEASURES TO PREVENT ANY MATERIALS (CONCRETE, EQUIPMENT, ETC.) FROM FALLING ONTO/INTO THE GATE STRUCTURE BELOW AND THE LAKE, AND SHALL RETRIEVE ANY FALLEN MATERIALS AND REPAIR/

REPLACE ANY DAMAGED STRUCTURES.

5. CONTRACTOR SHALL BE REQUIRED TO SAFELY SUSPEND AND SECURE GATES PRIOR TO REPLACING THE MACHINERY, CABLES, AND SHEAVES.

POWER INTAKE ELECTRICAL

CONTROL BOX

STATION SERVICE ELECTRICAL

CONTROL BOX

17'-3"

7' -3

2'-211 16" 2'-213

16"

4' -1

4' -6

8'-71 2" 8'-71

2" 2'-43 8"4'-105

8" ROADWAY

112 TON POWER

INTAKE GATE

ANCHOR BOLT TYP. 11

2" THICK GROUT PAD TYP.

HEADGATE RECESS

1' -8

1' -3

2'-5"

MACHINERY HUT NOT

SHOWN FOR CLARITY

SCALE 1" = 1'-0"

ELEVATION

SCALE 1" = 1'-0"

SIDE

SCALE 1" = 1'-0"

US Army Corps of Engineers

A P

P R

N M

A R

K D

A P

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IDENTIFICATION

C04-M-3

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\1 t on h oi st \D ra w in gs

-0

dw g 3/

N U

M B

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K D

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D B

T S

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'-0

A N

S I D

-0

dw g

A M

D A

N A

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N N

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T G

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A L

8" BRAKE TYP.

PILLOW BLOCK

25 HP MOTOR

GRATING NOT

SHOWN FOR CLARITY

2" PLATE

12'-115 16"

1' -0

-5

3' -1

0" 2'

-1

'-5

2'-77 16" 1'-115

16"

NOTES:

1. QUANTITIES SHOWN ARE FOR ONE MACHINE. THREE ARE REQUIRED.

2. MACHINERY HOUSES ARE NOT SHOWN FOR CLARITY. HOUSES SHALL BE

PROVIDED AS SHOWN ON DRAWING C04-M-20.

3. EXISTING INTAKE HOIST SHALL BE REMOVED AND DISCARDED.

DRUM & SHEAVE

DRIVE ASSEMBLY

SCALE 2" = 1'-0"

US Army Corps of Engineers

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C04-M-4

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\1 t on h oi st \D ra w in gs

-0

dw g 3/

N U

M B

E R

O N

C T

N O

S O

N N

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E D

B Y

O B

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M . C

R O

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K D

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D B

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C A

'-0

A N

S I D

-0

dw g

A M

D A

N A

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N N

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T D

E A

S S

REMARKSMATERIALDESCRIPTIONQTYITEM

10" MAGNETIC MBE OR APPROVED EQUAL.

FACTORY SET TO 200 FT LBS.

N/ABRAKE21

10" MAGNETIC BRAKE WHEEL OR APPROVED

EQUAL

N/ABRAKE WHEEL22

REXNORD G20 SERIES SIZE 1015G OR

APPROVED EQUAL. S.F. ≥ 1.5

N/AGEAR COUPLING13

STEEL ASTM A709 Grade 50DRUM14 STEEL ASTM A709 Grade 50DRUM COUPLING15

ASTM F844WASHERS126

ASTM A325HEAVY HEX BOLT 127

FALK 485A4 OR APPROVED EQUAL. 395:1,

44.9 HP, 870 RPM

N/AGEARBOX18

25 HP, 460 VAC, TEFC, 900 RPM, NEMA

DESIGN D

N/A25 HP MOTOR19

TIMKEN, FOUR BOLT FLOATING PILLOW

BLOCK BEARING WITH BEARING# 22232K

WITH TAPER LOCK SLEEVE AND DOUBLE LIP

SEALS. OR APPROVED EQUAL

N/APILLOW BLOCK110

1 2 3 9

DRUM

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

SECTION 5A-5A

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

SECTION 5B-5B

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

SHAFT END DETAIL

SCALE 4" = 1'-0"

DETAIL 5C

SCALE 4" = 1'-0"

ROPE ANCHOR

SCALE 6" = 1'-0"

DETAIL 5A

SCALE 3" = 1'-0"

GROOVE DETAIL

SCALE 1' = 1'-0"

US Army Corps of Engineers

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IDENTIFICATION

C04-M-5

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\1 t on h oi st \D ra w in gs

-0

dw g 3/

N U

M B

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N O

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N N

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O B

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N B

M . C

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K D

B Y

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D B

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C A

'-0

A N

S I D

-0

dw g

A M

D A

N A

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N N

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S E

O N

5A 5A

4'-0"

2'-2"

4'-0"

2'-1 16"

- 0

2'-8"

2" PLATE 11

2" PLATE

R3"

66°

NOTES:

1. DRUM SHELL SHALL BE ROLLED PLATE. SECTIONS SHALL BE JOINED BY

FULL PENETRATION WELDS. ALL WELDS SHALL BE 100% RADIOGRAPHED.

2. ALL EDGES SHOWN SHARP SHALL HAVE A RADIUS OF APPROXIMATELY

0.02" UNLESS OTHERWISE NOTED.

3. WHERE CLASS OF FIT IS SHOWN, THE ALLOWANCES AND TOLERANCES

SHALL CONFORM TO ASME B4.1

4. ALL MACHINED SURFACES SHALL CONFORM TO ASME B46.1

5. ALL BOLTS, SHIMS, NUTS, WASHERS, DOWELS, ETC. REQUIRED FOR

INSTALLATION SHALL BE FURNISHED BY THE CONTRACTOR EVEN IF THEY

ARE NOT CALLED OUT SPECIFICALLY IN THE DRAWINGS OR SPECIFICATIONS.

6. ALL DOWELS SHALL HAVE A MINIMUM FN2 FIT.

7. ROPE IS 6X36 WS IWRC STAINLESS STEEL TYPE 304 13

8" DIA.

8. DRUM MATERIAL SHALL BE ASTM A709 GR.50 DRUM SHAFT SHALL BE

ASTM A322, 4140.

32"

4"21

THRU X4

R23

32"

(3/8)

8" X 45°

CHAMFER

(1/2)

(3/8)

- 0

32"

R23 32"

2' -7

F N

T W

D R

U M

C O

U P

3/4-10 UNC - 2B

HRU X8 TYP.

45° CHAMFER

8" X 45° CHAMFER

2" WIDE SLOT FOR

WIRE ROPE TERMINATION

R1"

4" B.C.

1/4-20 UNC - 2B

5 8 X6

R23 32"

2' -1

2' -3

16 THRU

X12

1-8 UNC - 2B

3 X12

2'-3" B.C.

CJP

3/8

2 3 4" PL.

1'-53

C K

8" WIRE ROPE

32" DIA. TURN

16" DIA.

32"

32" PITCH

GEARBOX

DRUM COUPLING

SCALE 2" = 1'-0"

BRAKE

SCALE 2" = 1'-0"

GEAR COUPLING

SCALE 4" = 1'-0"

BRAKE WHEEL

SCALE 3" = 1'-0"

MOTOR

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

PILLOW BLOCK

SCALE 3" = 1'-0"

US Army Corps of Engineers

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IDENTIFICATION

C04-M-6

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\1 t on h oi st \D ra w in gs

-0

dw g 3/

N U

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'-0

A N

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dw g

A M

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2' -4

-9

2' -6

" 1' -6

2' -1

1" 1'-61

2" 3'-33 16" 85

16"

5'-6"

R1" TYP.

8" X 45° CHAMFER

2" 2" 10"

1'-31 2"

2'-8"

16 HRU X12

2'-3" B.C.

- 0

1' -6

BORE & KEY TO MATCH

GEARBOX OUTPUT SHAFT

BORE AND KEY TO MATCH

GEARBOX INPUT SHAFT

10"

Ø21 4" 13

4" 3"

BORES AND KEYS TO MATCH

GEARBOX & HOIST MOTOR

2'-41 4"

1' -4

32" 8" 1'-47

16"

1' -1

1' -2

2'-69 32"

2" 9" 11

1'-2"

1' -7

1'-1 2"

1'-21 2"

2' -4

2'-6" 2'-6"

2" 21

R1 8"

F N

T W

D R

U M

1' -1

1'-63 4"

1'-921 32"

SHEAVE ASSEMBLY SECTION

SCALE 3" = 1'-0"

SHEAVE

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

SHEAVE SECTION

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

DETAIL 7A

SCALE 8" = 1'-0"

KEEPER PLATE

SCALE 4" = 1'-0"

SHEAVE BUSHING

SCALE 4" = 1'-0"

SHEAVE SPACER

SCALE 3" = 1'-0"

SHEAVE PIN

SCALE 3" = 1'-0"

US Army Corps of Engineers

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IDENTIFICATION

C04-M-7

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\1 t on h oi st \D ra w in gs

-0

dw g 3/

N U

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K D

B Y

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D B

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C A

'-0

A N

S I D

-0

dw g

A M

D A

N A

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REMARKSMATERIALDESCRIPTIONQTYITEM

FORGED STEEL MFG'S RECOMMENDEDSHEAVE 41

SELF-LUBE OR APPROVED EQUALASTM B148, ALLOY C9540SHEAVE BUSHING42

ASTM B148, ALLOY C9540SHEAVE SPACER53

ASTM A36SHEAVE KEEPER PLATE24

ASTM A668 CLJSHEAVE PIN15

3/4-10 UNC - 1.75STEEL, MILDHEX BOLT WITH WASHER46

2' -8

16" X 45° CHAM.

TYP.

4" TYP.

35°

R23 32"

R1 8"

8" 63

4" 15 8"

10"

2" PLATE 13

16 HRU X2

32"

16" X 45° CHAM.

TYP.

16"

1' -6

1'-25 8"

8.375 - 0.005 0.006+ in

7.514 - 0.000 0.002+ in

7.514 - 0.002 0.000+ in

NOTES:

1. SHEAVE GROOVES SHALL BE HARDENED IN ACCORDANCE

WITH MANUFACTURER RECOMMENDATIONS.

2. QUANTITIES IN THE PARTS LIST IS FOR ONE MACHINE.

- 0

GRAPHITE PLUGS

8" X 45° CHAM.

TYP.

OVER ALL

32 " THICK

SECTION 8A-8A

SCALE 4" = 1'-0"

SECTION 8B-8B

SCALE 4" = 1'-0"

SECTION 8C-8C

SCALE 4" = 1'-0"

US Army Corps of Engineers

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IDENTIFICATION

C04-M-8

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\1 t on h oi st \D ra w in gs

-0

dw g 3/

N U

M B

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B Y

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N B

M . C

R O

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K D

B Y

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D B

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C A

'-0

A N

S I D

-0

dw g

A M

D A

N A

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N N

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K L

A S

S E

REMARKSMATERIALDESCRIPTIONQTYITEM

ANSI B18.2.2 - 1 3/4 - 5UNCSTEEL, MILDHeavy Hex Nut21 Steel ASTM A709 GRADE 50BEARING PLATE12

AISI 1095, UH = 199KSI & YIELD = 139KSISPRING13

ASTM B148, ALLOY C9540WASHER14

HONEYWELL: NGCMB50AX01M N/AMICRO SWITCH15

ASTM A688 CL.KJAW END FITTING16

DILLON DSW-7 HARDWARE

OPTION (G, MODEL C) SWITCH

OPTION (B)

N/AFORCE CONTROL SWITCH17

EATON: E84CBEN/AANTI TWO-BLOCK ASSEMBLY

W/ COUNTER WEIGHT

CROSBY G-2140 PART# 1021147N/ASHACKLE19

NOTES:

1. CONDUIT AND WIRING NOT SHOWN FOR CLARITY

2. DEAD END TERMINATION SHALL BE STAINLESS STEEL OPEN ROPE

SPELTER SPROCKET WITH STRENGTH AT LEAST EQUAL TO THE

RATED STRENGTH OF THE ROPE.

3. FOR THE LOCATION OF SECTION 8A-8A SE DRAWING C04-M-3

4. QUANTITIES IN THE PARTS LIST IS FOR ONE MACHINE.

8 1

MICRO SWITCH

SCALE 1"=1"

BEARING PLATE

SCALE 6"=1'-0"

ANTI TWO-BLOCK SWITCH

SCALE 4" = 1'-0"

FORCE CONTROL SWITCH

SCALE 4"=1'-0"

JAW END FITTING

SCALE 6"=1'-0"

WASHER

SCALE 1"=1"

SPRING

SCALE 1"=1"

SHACKLE

SCALE 4"=1'-0"

US Army Corps of Engineers

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IDENTIFICATION

C04-M-9

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\1 t on h oi st \D ra w in gs

-0

dw g 3/

N U

M B

E R

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S O

N N

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B Y

H N

J . L

A N

G E

N M

A Y

D W

N B

M . C

R O

T C

K D

B Y

S U

B M

D B

T S

C A

1" =1

A N

S I D

-0

dw g

A M

D A

N A

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N N

E E

N A

T U

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R M

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C U

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D E

32" .08" PLUNGER

ACTUATION

32"

16" X 45° CHAM.

TYP.

SEE NOTE 1

1' -1

R2"

16"

R1" R1"

1'-103 4"

2'-31 8"

1 3/4-5 UNC - 2A

SPRING DATA

Column 1 Column 2

OUTSIDE DIA. 3"

WIRE DIA. 9

16"

PITCH .771"

FREE LENGTH 4 5 8"

SOLID LENGTH 3 3 8"

TOTAL COILS 6

ENDS GROUND

32" 6

NOTES:

1. DESIGN AND PLACEMENT OF KICK PLATE ON LOWER SHEAVE

BLOCK TO BE DETERMINED BY CONTRACTOR.

SCALE 5" = 1'-0"

TOP

SCALE 5" = 1'-0"

SIDE

SCALE 5" = 1'-0"

US Army Corps of Engineers

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IDENTIFICATION

C04-M-10

\P ro je ct s\

R\ w or k sp ac e\ H ea d

G at e M ac hi ne ry

\1 t on h oi st \D ra w in gs

-0

dw g 3/

N U

M B

E R

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N O

S O

N N

E S

E D

B Y

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E R

T W

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D W

N B

M . C

R O

T C

K D

B Y

S U

B M

D B

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