E1_BCL_IGC_Contract Drawings_FINAL.pdf
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- Attached to
- Big Cliff 40 Ton Intake Gantry Crane
- Solicitation number
- W9127N-21-R-0023
About this file
This document outlines a federal contract opportunity for the replacement of an intake gantry crane at Big Cliff Dam. The U.S. Army Corps of Engineers, Portland District is seeking the design, manufacture, installation, testing, and commissioning of a new 40-ton intake gantry crane. The new crane will include one main hoist trolley and one maintenance jib hoist to service the dam spillway stoplogs, penstock stoplogs, and deck area. Incidental work includes removal of the existing crane and replacement of the cable reel power supply with a new conductor rail and collector system, along with conversion from a 3-wire to 4-wire feed and installation of emergency stop buttons. The solicitation will use a best value tradeoff source selection process and provide for full and open competition under FAR Part 15.
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SOLICITATION NUMBER:
DATE:
DISTRICT COMMANDER
COLONEL, CORPS OF ENGINEERS
US Army Corps of Engineers Portland District
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR
DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE
THE INITIALS OR SIGNATURES AND REGISTRATION
DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.
THIS PROJECT WAS DESIGNED BY THE PORTLAND
ELIZABETH R. WELLS, P.E.
CHIEF, DESIGN BRANCH CHIEF, ENGINEERING & CONSTRUCTION DIVISION
MARK J. SAWKA, P.E.
DIRECTOR, HYDROELECTRIC DESIGN CENTER
STEVEN R. MILES, P.E.
BIG CLIFF DAM AND RESERVOIR
NORTH SANTIAM RIVER
POWERHOUSE
INTAKE GANTRY CRANE
MICHAEL D. HELTON, PMP
W9127N21R0023
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BIG CLIFF DAM
INTAKE GANTRY CRANE REPLACEMENT
NORTH SANTIAM RIVER, OREGON
POW
ERHOUSE ACCESS ROAD
ACCESS
DAM CREST
CRANE/
PROCUREMENT / INSTALLATION PLANS
STAGING AREA
CONTRACTOR
(HIGHWAY #162, NORTH SANTIAM HIGHWAY)
STATE ROUTE 22
(HIGHW
AY #162, NORTH SANTIAM HIGHW
AY)
STATE ROUTE 22
11, 2016. MAY 5, 2017 AUGUSTGOOGLE EARTH. SOURCE: "BIG CLIFF DAM." 44°45'03.09"N AND 122°16'58.54"W.
11, 2016. MAY 5, 2017 AUGUSTGOOGLE EARTH. SOURCE: "BIG CLIFF DAM." 44°45'03.09"N AND 122°16'58.54"W.
11, 2016. MAY 5, 2017 AUGUSTGOOGLE EARTH. SOURCE: "BIG CLIFF DAM." 44°45'03.09"N AND 122°16'58.54"W.
FLOW
FLOW
FLOW
SCALE: NTS
SITE MAP
NORTH
PLAN
NORTH
PLAN
NORTH
PLAN
PARKING AREA
POWERHOUSE
BIG CLIFF DAM
LOCATION OF
PROJECT SITE
LOCATION OF
SCALE: NTS
PROJECT ACCESS
SCALE: NTS
PROJECT LOCATION MAP
®of Engineers
US Army Corps
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3 ED401 BCD-9-6-0A0/7 HANDRAIL DEMOLITION
ELECTRICAL DEMOLITION
CONTRACT DRAWINGS
GENERAL
TITLE
NO.
SHEET
IDENTIFICATION
SHEET
DRAWING FILE NO.
MECHANICAL
ELECTRICAL
CONTRACT DRAWING INDEX REFERENCE DRAWING INDEX
NO.
ACTION
REFERENCE DRAWINGS
DRAWING FILE NO. TITLE
VENDOR DRAWINGS
(5)
(4)
(3)
(2)
(1)
DRAWING IS FOR REFERENCE ONLY
DRAWING WAS REFERENCED BY THE FOLLOWING CONTRACT DRAWINGS
DRAWING WILL BE SUPERCEDED BY THE FOLLOWING DRAWINGS AT COMPLETION OF THIS CONTRACT
DRAWING SHALL BE UPDATED AT THE COMPLETION OF THIS CONTRACT
DRAWING IS OBSELETE AT THE COMPLETION OF THIS CONTRACT
ACTION NUMBER DEFINITIONS
BCD-9-3-1/1
BCD-9-3-1/2
BCD-9-3-1/3
BCD-9-3-1/4
BCD-9-3-1/5
BCD-9-3-1/6
BCD-9-3-1/7
M-101
M-102
M-201
M-202
M-203
M-501
M-502
NO.
ACTION
DRAWING FILE NO.
VENDOR
DRAWING FILE NO.
USACE
VENDOR TITLE
G-001
G-002
BCD-9-0/1
BCD-9-0/2
E-401
E-501
E-601
BCD-9-6-0A0/3
BCD-9-6-0A0/5
BCD-9-6-0A0/6
CONDUCTOR RAIL INSTALLATION
CONTROL ARRANGEMENT
ONE-LINE DIAGRAM
MOFFETT ENGINEERING CO.
WH RELLER COMPANY
WH RELLER COMPANY
WH RELLER COMPANY
WH RELLER COMPANY
MOORE DRY DOCK COMPANY
MOORE DRY DOCK COMPANY
MOORE DRY DOCK COMPANY
WESTINGHOUSE ELECTRIC CORPORATION
MOFFETT ENGINEERING COMPANY
STEEL FAB. INC.
STEEL FAB. INC.
L.B. FOSTER COMPANY
L.B. FOSTER COMPANY
L.B. FOSTER COMPANY
MOFFETT ENGINEERING COMPANY
MOFFETT ENGINEERING COMPANY
MOFFETT ENGINEERING COMPANY
MOFFETT ENGINEERING COMPANY
MOFFETT ENGINEERING COMPANY
MOFFETT ENGINEERING COMPANY
MOFFETT ENGINEERING COMPANY
KNIGHT CONSTRUCTION & SUPPLY, INC.
KNIGHT CONSTRUCTION & SUPPLY, INC.
W.H. RELLER COMPANY
W.H. RELLER COMPANY
W.H. RELLER COMPANY
W.H. RELLER COMPANY
W.H. RELLER COMPANY
TROLLEY
PENSTOCK STOP LOG LIFTING BEAM DETAILS
PENSTOCK STOP LOG LIFTING BEAM DETAILS
PENSTOCK STOP LOG LIFTING BEAM DETAILS
PENSTOCK STOP LOG LIFTING BEAM ASSEMBLY
40/15 TON GANTRY CRANE
40/15 TON GANTRY CRANE
40/15 TON GANTRY CRANE
CRANE CONTROLLER CABINET
CABLE REEL
ISOMETRIC VIEW
BIG CLIFF LIFTING BEAM
BIG CLIFF DAM CRANE RAILS ON DECK
BIG CLIFF DAM CRANE RAILS ON DECK
BIG CLIFF DAM HAND RAILING
TROLLEY HOUSING
GENERAL ARGMT TRUCK & GANTRY DRIVE
LAYOUT GANTRY STRUCTURE
AUXILIARY HOIST DRUM DETAILS
MAIN HOIST DRUM DETAILS
LIMIT SWITCH & LIGHT BRACKETS
GENERAL DRAWING
LIFTING BEAM HOOK OPENING DETAILS
LIFTING BEAM RUB BLOCK DETAILS
SPILLWAY STOPLOGS - TYPE 2
SPILLWAY STOPLOGS - TYPE 1
PENSTOCK STOPLOGS
PENSTOCK STOPLOGS
PENSTOCK STOPLOGS
OTHER DRAWINGS
32V-098
24FV-014
NA
NA
STATE OF OREGON, DEPT. OF TRANS.
FEDERAL WORKS AGENCY
PAVING AND SIGNING, GUM CREEK-DETROIT
PROJECT NO. 24A2, UNIT 2, GRADING AND BRIDGE
None
BC-20046-7
BC-20046-6
BC-20046-5
BC-20046-4
BC-20125-27
BC-20125-24
BC-20125-23
BC-20125-10
NONE
NONE
NONE
BC-F-73/4
BC-F-73/3
BC-F-73/1
BC-20125-12
BC-20125-8
BC-20125-36
BC-20125-35
BC-20125-4
BC-20125-3
NONE
NONE
NONE
NONE
BC-20046-17
BC-20046-16
BC-20046-15
546-2A
141-4
141-3
141-2
141-1
SV-9B462
SQ 2273
E100
D1
BC-48-102-0-D
BC-48-101-0-D
BC-43-101-0-D
546-8B
546-6A
546-53
546-4D
546-3D
546-13C
546-1
32009-801
32009-800
141-22
141-195
141-17
141-16
141-15
PROJECT LOCATION AND VICINITY MAP
DRAWING INDEX
DAM MECHANICAL PLAN
CRANE MECHANICAL PLAN
DAM MECHANICAL ELEVATION
CRANE MECHANICAL ELEVATION
CRANE ELEVATION AT SPILLWAY
MACHINERY LAYOUT
OPERATOR CAB LAYOUT 2
BC-213-21
BC-212-2
BC-211-5
BC-212-7
BC-212-8
BC-212-16
BC-212-17
BC-212-35
BC-213-18
BC-213-19
BC-213-20
BCD-6-4/17
BCD-6-4/18
BC-212-27
BC-212-37
BC-213-111
BC-213-114
BC-212-89
BC-212-90
BC-212-91
BC-212-98
BC-212-99
BC-213-115
NONE
GENERAL PLAN
DAM ELEVATIONS & SECTIONS
TAILRACE REVETMENT, SECURITY FENCE, FINISHING OF HIGHWAY FILL SLOPE
DAM, BLOCK 4 ELEVATIONS & SECTIONS
DAM, BLOCK 4 PLAN & SECTIONS
SPILLWAY BRIDGE
SPILLWAY BRIDGE PIERS
RAILING
SPILLWAY TAINTER GATE OPERATING MACHINERY, GENERAL ARRANGEMENT
SPILLWAY TAINTER GATE OPERATING MACHINERY, ASSEMBLY, PIER 1 & 2
SPILLWAY TAINTER GATE OPERATING MACHINERY, ASSEMBLY, ABUTMENTS 1-2
REMOTE CONTROL MODIFICATIONS, DECK PLAN
REMOTE CONTROL MODIFICATIONS, DECK PLAN
PENSTOCK GATE LEAF ARRANGEMENT & FRAMING
TRASH RACK, GATE SLOT COVERS
SPILLWAY STOPLOG LIFTING BEAM
PENSTOCK STOPLOG DETAILS
SPILLWAY STOPLOGS, TYPE I
SPILLWAY STOPLOGS, TYPE II
SPILLWAY STOPLOGS, DETAILS
STOPLOGS & LIFTING BEAM MODIFICATIONS - I
STOPLOGS & LIFTING BEAM MODIFICATIONS - II
PENSTOCK STOPLOG, LIFTING BEAM DETAILS
GENERAL NOTES AND LEGENDS
AIR CIRCUIT BREAKER
DISCONNECT SWITCH
POWER TRANSFORMER (ONE LINE DIAGRAM)
CONTACTS (NORMALLY CLOSED)
CONTACTS (NORMALLY OPEN)
EQUIPMENT ENCLOSURE
GRAPHIC SYMBOLS LEGEND
B
WIRE CONNECTED
WIRE CROSSING (NOT CONNECTED)
BRAKE
VFD VARIABLE FREQUENCY DRIVE
HP
MOTOR
ABBREVIATIONS
L C
VARIABLE FREQUENCY DRIVEVFD
VOLTS DIRECT CURRENTVDC
VOLTS ALTERNATING CURRENTVAC
TYPICALTYP
NOT TO SCALENTS
HORSE POWERHP
CONSTRUCTION JOINTCJ
CENTER LINE
BRAKEB
SECTION SYMBOLS
G-002
A
G-002
A
G-002
A
SECTION
WIRE LABELING EXAMPLE
DESIGNATION
SOURCE EQUIP.
IF USED
CUBICLE NO.
BRANCH CKTS.
OR BLANK FOR
DESIGNATION
UTILIZATION EQ.
EQUIPMET
THE UTILIZATION
CIRCUIT NO. TO
SB1()-e1-SU1()
VOLTAGE OR USAGE CODE
CUBICLE NO. IF USED
CIRCUIT DESIGNATIONS
u = INSTRUMENTATION s = SPARE r = 120 OR 208VAC q = 480VAC h = 120V PREFERRED AC f = 250VDC e = 125VDC c = CONTROL
IDENTIFICATION NUMBER
SECTION OR DETAIL
SECTION OR DETAIL IS DRAWN
SHEET IDENTIFICATION ON WHICH
IDENTIFICATION NUMBER
SECTION OR DETAIL
SECTION OR DETAIL IS DRAWN
SHEET IDENTIFICATION ON WHICH
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PENSTOCK GATE MACHINERY
SPILLWAY PIER
PENSTOCK STOPLOG SLOT
INTAKE TRASH RACK
SPILLWAY BRIDGE
SPILLWAY F
L
O W
SPILLWAY GATE MACHINERY
16'-0" 55'-0" 55'-0" 50'-6"
S T
A
.0
4'-6" 4'-6"
CL STOPLOG STORAGE PIERCL PIERCL PIERCL PIERCL
END OF RAIL
2543'-11 1/4 "
HIGHWAY 22
MOTION
HOIST
GANTRY
TROLLEY
OPERATING WIND LOAD
MAX WIND LOAD
4608'-1"
RACK
AND TRASH
STOPLOG
PENSTOCKCL
PENSTOCK STOPLOG RANGE AND TRAVEL
48'-0"
SPILLWAY GATE STOPLOG RANGE AND TRAVEL
201'-6"
MIN SPEED [FPM] MAXIMUM WHEEL LOAD
44 MPH
79 KIPS
130 MPH
/4
CLDAM AXIS
CL STOPLOG
PENSTOCK
CL STOPLOG
SPILLWAY GATE
DESCRIPTIONMARK LOAD [KIPS]
A
B
C
D
SPILLWAY GATE MACHINERY
PENSTOCK GATE MACHINERY
EXISTING 60 LB. CRANE RAIL
STORAGE PIT
PENSTOCK STOPLOG CABINET
ELECTRICAL
EXISTING
FENCE
SECURITY
EXISTING
HOOK TRAVEL
MAX UPSTREAM
UPSTREAM RAILCL
DOWNSTREAM RAILCL
STORAGE SLOT
PENSTOCK STOPLOGCL 6
/4
27'-9"27'-9" END OF RAIL
SOUTH
END OF RAIL
NORTH
STOPLOG SLOTCL
14'-0" 14'-0"
SLOT
STORAGE
STOPLOG
CL STOPLOG SLOTCL STOPLOG SLOTCL
SYMBOL
/4
NOT EXCEEDED AND CRANE STABILITY IS NOT COMPROMISED.
LIMIT CAPACITY SO THAT THE UPSTREAM LOAD OF 106 KIPS PER LEG IS
EXCEED 106 KIPS PER LEG. MINIMUM 80 KIP HOOK CAPACITY REQUIRED.
LIMIT CAPACITY SO THAT UPSTREAM AND DOWNSTEAM LOADS DO NOT
COMPROMISED. MINIMUM 35 KIP HOOK CAPACITY IS REQUIRED.
EXCEED 106 KIPS PER LEG AND CRANE STABILITY IS NOT
LIMIT CAPACITY SO THAT UPSTREAM AND DOWNSTEAM LOADS DO NOT
COMPROMISED. MINIMUM OF 10 KIP CAPACITY IS REQUIRED.
EXCEED 106 KIPS PER LEG AND CRANE STABILITY IS NOT
LIMIT CAPACITY SO THAT UPSTREAM AND DOWNSTEAM LOADS DO NOT
HOOK CAPACITY ZONES
DESCRIPTION
NOT EXCEEDED AND CRANE STABILITY IS NOT COMPROMISED.
LIMIT CAPACITY SO THAT THE UPSTREAM LOAD OF 79 KIPS PER LEG IS
PENSTOCKCL
HOOK TRAVEL
MAX DOWNSTREAM
STORAGE PIT
STOPLOG
SPILLWAY GATE
SEE NOTE 4
FOR DETAILS
SEE SHEET M-102
GANTRY CRANE
SPILLWAY GATE STOPLOG AND LIFTING BEAM
PENSTOCK GATE STOPLOG AND LIFTING BEAM
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E2 SCALE: 1/8"=1'-0"
DAM PLAN
WALKWAYS NOT SHOWN FOR CLARITY 8'0 4' 16'
N
PROVIDED.
ELECTRICAL DRAWINGS FOR ADDITIONAL NEW COMPONENTS TO BE
AND OTHER ACCESSORIES AS DETAILED IN THE SPECIFICATIONS. SEE
MACHINERY, WIRE ROPES, BLOCKS, RIGGING ACCESSORIES, JIB HOIST,
STRUCTURE, DRIVE AND NON-DRIVE TRUCKS, TROLLEY, HOIST
CONSIDERED PART OF THIS WORK. THIS INCLUDES THE GANTRY
4. ALL COMPONENTS NECESSARY FOR A NEW CRANE ARE NEW AND
GOVERN DESIGN.
ACCOMPANYING SPECIFICATION THEN THE SPECIFICATION SHALL
3. IF A DISCREPANCY ARISES BETWEEN THESE DRAWINGS AND THE
AND ASCE 7-10 REQUIREMENTS.
4. DESIGN WIND LOADS TO BE IN ACCORDANCE WITH CMAA NO. 70-2015
SCOPE OF THIS PROJECT.
GUIDE SPECIFICATIONS SHALL BE CONSIDERED FULFILLMENT OF THE
REQUIREMENTS SHOWN IN THESE DRAWINGS AND DESCRIBED IN THE
OMMITTED AND A COMPLETE WORKING GANTRY CRANE MEETING THE
THE PURPOSE OF THE DESIGN. DETAILS MAY BE INCOMPLETE OR
2. ALL VIEWS SHOWN ARE DIAGRAMMATIC AND ARE INTENDED TO SHOW
FABRICATION.
CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO
1. ALL LISTED DIMENSIONS WERE OBTAINED FROM RECORD DRAWINGS.
NOTES:
A2 SCALE: 1/16"=1'-0"
HOOK TRAVEL AND LOAD PLAN
32'8'0 16'
N
B
M A
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N A
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IN
N E
N
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A
DD
C
D D
B
A
B
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M -2
D9
M-202
GIRDERCL
GIRDERCL
CRANECL
CRANECL
GIRDERCLGIRDERCL
REQUIRED CLEARANCE
UPSTREAM TOWER
DOWNSTREAM TOWER
UPSTREAM TOWERCLCL DOWNSTREAM TOWER
'R
ELECTRICAL CABINET
SEE NOTES 1 AND 5
SHEET M-501
SEE DETAIL ON
TROLLEY MACHINERY
SEE NOTE 5
STOPLOG PIT COVER
SPILLWAY GATE
NORTHMOST
SEE NOTE 5
ON M-501
SEE DETAIL
JIB HOIST
SEE NOTE 5
STOPLOG PIT COVER
PENSTOCK GATE
NORTHMOST
LOWERED TO DECK
TROLLEY COVER WHEN
M
IN
W A
L K
W A
Y
T Y
P
END OF THE DAM.
PICK ON NORTH SIDE WITH CRANE NEAR THE END OF RAIL ON THE NORTH
ON SOUTH SIDE FOR CLEARANCE AND WITH FURTHEST NORTH JIB HOIST
CRANE SHOWN WITH SPILLWAY GATE STOPLOG SUSPENDED FROM HOOK
SHOWN FOR CLARITY
ONLY HALF OF STOPLOG IS
SPILLWAY GATE STOPLOG,
SEE NOTE 7
TRAVEL
RANGE OF
JIB HOIST
®of Engineers
US Army Corps
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P O
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A R
M Y C
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P S O
F E
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IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
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L A
N D D
IS
T R
A K
E G
A N
T R
Y C
R A
N E
P O
W E
R H
O U
S E
N O
R T
H S
A N
T
IA
M R
IV
E R
B
IG
C
L
IF
F D
A M A
N D R
E S
E R
V O
IR
W
N
R
E V
E N R
M
IL
E S P .E
/2
B C
D X .X
X X
M -1
X X
X .d g n
B C
D -9 -3 -1 /2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T
H
IN
N E
N
50-1 5/16 '
14-2 5/32 '10-10 1/2 '14-2 5/32 ' 10-10 1/2 '
-1 /4
/8
M A
X R
E Q
U
IR
E D C
L E
A R
A N
C E
/4
B3 SCALE: 1/2"=1'-0"
CRANE PLAN
2' 4'0 1'
N
M -2
SPECIFICATIONS.
DRAWING AND MEET THE FUNCTIONAL REQUIREMENTS LISTED IN THE
JIB HOIST TO HAVE 270 DEGREES OF ROTATION AS SHOWN ON THE 7.
HAVE A LATCH TO HOLD IN THE FULL OPEN POSITION.
HATCH TO OPEN TOWARDS RAILING, BE VERTICAL WHEN OPEN, AND 6.
JIB HOIST AS SHOWN IN THIS DRAWING.
SPILLWAY GATE STOPLOGS) ARE THE PRIMARY PICK POINTS FOR THE
TROLLEY COVER AND STOPLOG PIT COVERS (FOR PENSTOCK AND 5.
BE LIMITED WHEN HOOK REACHES MIDDLE OF TOWER.
LOAD WHEN THE TROLLEY TRAVELS OUTSIDE THE LEGS. LOAD SHALL
LIMIT SWITCHES SHALL BE PROVIDED AT EACH TOWER TO LIMIT LIFTED 4.
ACCESS STAIRS ARE OMITTED FROM THIS VIEW.3.
COVER SHALL BE CLEARLY MARKED.
HAND SHALL HAVE LIFTING EYES OR LUGS AND THE WEIGHT OF THE
SERVICING. PROTECTIVE COVERS THAT CANNOT BE SAFELY LIFTED BY
ALL MACHINERY GUARDS AND COVERS TO BE REMOVABLE FOR 2.
MACHINERY. SEE TYPICAL DETAIL ON M-501.
MACHINERY AND PERSONNEL FROM CONTACT WITH MOVING
TROLLEY MACHINERY TO BE COVERED WITH ENCLOSURE TO PROTECT 1.
NOTES:
/8
8 5/8"
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11 12
H
J
13 14
K
L
SHEET ID
F
IL
E N
A M
E
D R
A W
IN
G N
O
S T
A
.0
SPILLWAY GATE MACHINERY
PARAPET WALL
MACHINERY
GATE
PENSTOCK
PITS
STORAGE
STOPLOG
PENSTOCKCL
156'-0"
46'-0"9'-0"46'-0"9'-0"46'-0"
19'-4 1/2 "49'-1 1/2 "
CRANE CAB
CRANE TROLLEY
S T
A
.0
E N
D O
F R
A
IL
26'-6"
E N
D O
F R
A
IL
GATE
SPILLWAY
CL GATE
SPILLWAY
CL GATE
SPILLWAY
CL
STORAGE
STOPLOG
CL
FENCE
SECURITY
CABINET
ELECTRICAL
COVERS
MACHINERY
GATE
PENSTOCK
8' REF
LOOKING UPSTREAM
SHED
STORAGE
DESCRIPTIONMARK LOAD [KIPS]
A
B
C
D
SPILLWAY GATE STOPLOG
PENSTOCK GATE STOPLOG
SPILLWAY GATE MACHINERY
PENSTOCK GATE MACHINERY
®of Engineers
US Army Corps
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IN
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O L
G A
D
M M
E C
H A
N
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A L E
L E
V A
T
IO
N
M-201
P O
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L A
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O N
U .S
A R
M Y C
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P S O
F E
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IN
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IA
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IV
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B
IG
C
L
IF
F D
A M A
N D R
E S
E R
V O
IR
W
N
R
E V
E N R
M
IL
E S P .E
B C
D X .X
X X
M -2
X X
X .d g n
B C
D -9 -3 -1 /3
U .S
A R
M Y C
O R
P S O
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IN
E E
D R
O E
L E
C T
R
IC
D
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IG
N C
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T
H
IN
N E
N
C3
DAM ELEVATION
SCALE: 1/8"=1'-0" 8'0 4' 16'
3. ITEMS IN BOLD INDICATE EQUIPMENT TO BE INSTALLED.
REFERENCE DIMENSION TO STORAGE SHED TO BE FIELD VERIFIED.2.
AND WEIGHT.
1. SEE TABLE OF LOADS ON SHEET M-101 FOR PICK POINT DESCRIPTION
NOTES:
/2
D
C
A
D B
D
A
B
AA
ELEVATION DETAILS
SHEET M-202 FOR
GANTRY CRANE SEE
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11 12
H
J
13 14
K
L
SHEET ID
F
IL
E N
A M
E
D R
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IN
G N
O
SEE DETAIL ON SHEET M-501
GANTRY DRIVE TRUCKS
GANTRY TRUCKS
7'-0"7'-0"
CRANECL
T O
T A
L H
O O
K T
R A
V E
L
CL
CRANE
D/S HOIST TRAVEL
11'-11"
U/S HOIST TRAVEL
10'-6 1/2 "
CRANE RAILCL
CRANE RAILCL
FLOW
CENTER TO CENTER EQUALIZERS
26'-6"
UPSTREAM SIDE)
(LOCATED ON
OPERATOR'S CAB
40 TON HOIST TRAVEL
21'-9"
(TYP)
GANTRY LEG
COVER
MACHINERY
GATE HOIST
PENSTOCK IN
S
ID
E C
L E
A R D
IS
T A
N C
E
AXIS
DAM
CL CLCL CL
3'-0" 8'-8" 6'-3" 2'-2 1/2 " 4'-7 1/2 " 6'-6" 3'-9"1'-3 1/4 "
STOPLOG
PENSTOCK
4'- 1/2 "
SEE DETAIL ON M-501
TROLLEY MACHINERY
CABINET
ELECTRICAL
SEE DETAIL ON M-501
JIB HOIST
SHEET E-401
SEE DETAIL ON
CONDUCTOR RAIL
HANDRAIL
CLGATE HOIST
PENSTOCK
D/S WHEEL
2'-9"
TRAVELU/S WHEEL
2'-9"
TRAVEL
57'-8 3/4 "
26'-1"
SEE SHEET M-501
DETAIL
TROLLEY COVER
SEE NOTE 11
OPERATING CRANE CAB
BULKHEAD SLOT
PENSTOCK
STORAGE SLOT
PENSTOCK BULKHAED
STORAGE
SPILLWAY BULKHEAD
N O
M
M
IN
TOP OF PARAPET WALL EL 1215'
TOP OF DECK EL 1212'
M
IN
H
O O
K H
E
IG
H T A
B O
V E D
E C
K
HOOK (TYP)
BLOCK AND
40 TON HOIST
CL
HOOK
40 TON
LOCATION, SEE NOTE 12
JIB HOIST CONTROL
HEIGHT 1253.48
MAX. HOOK
MIN. OF 10' CLEARANCE
SEE NOTE 11
TOP OF WALKWAY EL 1242.04 APP
CL EL 1239.25
40 TON HOOK
TOP OF GIRDER EL 1245.43
TOP OF TROLLEY RAIL EL 1245.79
EL 1252.79
OF GIRDERCL
EXAMPLE OF TROLLEY PLATFORM ACCESS LADDER AND STAIRS.
DESIGN AND PROVIDE ACCESS STAIRS AND LADDERS AS PER SPECIFICATIONS. SEE SKETCH J-6 FOR AN 13.
LOWERING, TROLLEY TRAVEL, AND SLEWING CONTROL.
JIB HOIST CONTROLS TO BE MOUNTED ON 6 FT PENDANTS. HOIST CONTROLS TO ALLOW LIFTING, 12.
INTERFERE WITH PASSAGE OF VEHICLES FOR MAINTENANCE.
PLACED FAR ENOUGH BACK TO PROVIDE THE REQUIRED CLEARANCE SHOWN SO THAT IT DOES NOT
OF ALL LIFTED LOADS AS THEY ENTER AND EXIT STORAGE AND OPERATING SLOTS. CAB MUST ALSO BE
CAB LOCATION SHOWN IS CONCEPTUAL. CAB TO BE POSITIONED TO ALLOW OPERATOR TO SEE EACH END 11.
MAIN STRUCTURAL GANTRY FRAME MUST BE OF BOX SECTIONS.10.
DRAWING IS PICTORIALLY CONCEPTUAL.9.
CONTRACTOR MUST DESIGN THESE PER THE SPECIFICATION.
PLATFORMS, STAIRS, LADDERS, AND HANDRAILS ARE SHOWN FOR GENERAL ARRANGEMENT ONLY. 8.
CONTRACTOR MUST FIELD VERIFY ALL CONDITIONS AND DIMENSIONS.7.
AND EQUIPMENT.
THIS DRAWING ARE THE MAXIMUM PERMITTED DUE TO INTERFERENCES WITH ADJACENT STRUCTURES
UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS, OUTSIDE DIMENSIONS OF THE CRANE SHOWN ON 6.
THIS DRAWING ARE THE MINIMUM REQUIRED.
UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS, GANTRY, TROLLEY, AND HOOK TRAVELS SHOWN ON 5.
AN APPROVED COLOR TO MATCH THE COLOR OF THE EXISTING CRANE.
CRANE SHALL BE PAINTED PER SPECIFICATION 09 97 02.00 26 PAINTING: HYDRAULIC STRUCTURES, WITH 4.
CONSTRUCTED TO RETAIN THE GENERAL APPEARANCE OF THE OLD CRANE TO THE EXTENT POSSIBLE.
DUE TO THE HISTORICAL SIGNIFICANCE OF THE PLANT, THE NEW CRANE SHALL BE DESIGNED AND 3.
ALL DIMENSIONS SHOWN ARE FOR ILLUSTRATIVE PURPOSES ONLY.2.
DRAWING OR IN CMAA.
EXIST, REQUIREMENTS CONTAINED WITHIN THE SPECIFICATIONS SUPERSEDE THAT SHOWN ON THIS
NEW CRANE SHALL BE DESIGNED PER CMAA NO. 70-2015 AND THE SPECIFICATIONS. IF DISCREPANCIES 1.
NOTES:
®of Engineers
US Army Corps
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P O
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M Y C
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P S O
F E
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IN
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P O
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O N
P O
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IS
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P O
W E
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N O
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A N
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IA
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IV
E R
B
IG
C
L
IF
F D
A M A
N D R
E S
E R
V O
IR
W
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E V
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M
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E S P .E
/2
B C
D X .X
X X
M -2
X X
X .d g n
B C
D -9 -3 -1 /4
U .S
A R
M Y C
O R
P S O
F E
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IN
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D R
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IG
N C
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T
H
IN
N E
N
C2 SCALE: 3/8"=1'-0" 4'0 2' 8'
D9 SCALE: 3/8"=1'-0" 4'0 2' 8'
FOR CLARITY
TROLLEY NOT SHOWN
LOOKING DOWNSTREAM
UPSTREAM ELEVATION
M-102
L3
M-102
D12 NORTH ELEVATION
CLARITY AT GIRDER ELEVATION
PLATFORM/HANDRAIL NOT SHOWN FOR
AT INTAKE LOOKING SOUTH
SEE NOTE 13.
TROLLEY PLATFORM NOT SHOWN.
ACCESS STAIRS AND LADDERS TO
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11 12
H
J
13 14
K
L
SHEET ID
F
IL
E N
A M
E
D R
A W
IN
G N
O
GAGE OF RAIL
21'-9"
CL
CRANE
D/S HOIST TRAVEL
11'-11"
U/S HOIST TRAVEL
10'-6 3/8 "
U/S TROLLEY TRAVEL
2'-9"
D/S TROLLEY TRAVEL
2'-9"
CRANE RAILCL
CRANE RAILCL
(TYP)
BOX GIRDER
FLOW
HANDRAIL
EXTENSION (TYP)
AND HANDRAIL
EXISTING PARAPET
CL
15'-4 1/2 " 9"
1'-8 1/2 "
2'-5 1/2 " 4'-5 1/2 "
2'-11 3/4 "
1'-3"
4'- 1/2 "
AXIS
DAM
TROLLEY WHEEL
RAIL STOP
SPILLWAY REDUCER
HOIST REDUCER
SPILLWAY GATECL
HOIST DRUM
SPILLWAY GATECL
SEE NOTE 2
DRUM AND COVER
SPILLWAY GATE
10'-4 1/2 "
8'-4 1/16 "
OPERATING CRANE CAB
STOPLOG
SPILLWAY GATE
SLOT
BULKHEAD
SPILLWAY
CL
TOP OF PARAPET WALL EL 1215'
TOP OF DECK EL 1212'
®of Engineers
US Army Corps
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M-203
P O
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A R
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P S O
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IN
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IS
T R
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T R
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W E
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N O
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IG
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IF
F D
A M A
N D R
E S
E R
V O
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W
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E V
E N R
M
IL
E S P .E
/2
B C
D X .X
X X
M -2
X X
X .d g n
B C
D -9 -3 -1 /5
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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D R
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D
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IG
N C
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R
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H
IN
N
C2 SCALE: 1/4"=1'-0" AT SPILLWAY LOOKING SOUTH
NORTH ELEVATION
4' 8'0 2'M-102
D12
SPECIFICATIONS.
4. DESIGN AND PROVIDE ACCESS STAIRS AND LADDERS AS PER
ITEMS IN BOLD INDICATE EQUIPMENT TO BE INSTALLED.3.
AND IS THE 6 KIP LOAD MARK "D" ON SHEET M-101.
THE SPILLWAY GATE HOIST DRUM IS THE FURTHEST DOWNSTREAM LOAD 2.
ALL DIMENSIONS SHOWN ARE FOR ILLUSTRATIVE PURPOSES ONLY.1.
NOTES:
SEE NOTE 4.
TROLLEY PLATFORM NOT SHOWN.
ACCESS STAIRS AND LADDERS TO
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11 12
H
J
13 14
K
L
SHEET ID
F
IL
E N
A M
E
D R
A W
IN
G N
O
HOIST DRUM
FLOATING SHAFT
TROLLEY GIRDER
FRAME STRINGER
TROLLEY MACHINERY
OPEN GEARING
MOTOR
REDUCER
TRUCK WHEEL
IDLER GEAR
REDUCER
GEARMOTOR
DRUM BRAKE
DRUM BRAKE
HOIST MOTOR
SEE NOTE 2
PIVOT BASE
JIB ARM
SEE NOTE 4
INSPECTION COVER
MACHINERY GUARD
SEE NOTE 4
INSPECTION COVER
MACHINERY GUARD
TROLLEY GIRDER
TROLLEY WHEEL
SEE NOTE 2
ROPE HOIST
1 TON WIRE
ACCESS DECK
GRATING ON MACHINERY
TROLLEY RAIL
SEE NOTE 6
GUARD
TROLLEY MACHINERY
END PLATE
REMOVABLE
SEE NOTE 5
ON THIS SIDE ONLY
HANDRAIL
STRUCTURAL DESIGN
COORDINATED WITH
TO STRUCTURE TO BE
JIB HOIST ATTACHMENT
SEE NOTE 3
(TYP AT ALL TRUCKS)
MACHINERY GUARDS
/2 M
A X
SEE NOTE 4
NOT SHOWN FOR CLARITY,
OPEN GEARING SET, GUARD
SHOWN FOR CLARITY
COUPLING, GUARD NOT
SHOWN FOR CLARITY
COUPLING, GUARD NOT
SHOWN FOR CLARITY
COUPLING, GUARD NOT
SHOWN, SEE NOTE 7
SLEWING MOTOR NOT
SHOWN FOR CLARITY
BEARING, GUARD NOT
SHOWN FOR CLARITY
BEARING, GUARD NOT
NOT SHOWN FOR CLARITY
ANTI-FRICTION BEARINGS, GUARD
®of Engineers
US Army Corps
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IN
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P A
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G A
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C H
IN
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O U
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M-501
P O
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L A
N D
O R
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O N
U .S
A R
M Y C
O R
P S O
F E
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IN
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P O
R T
L A
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E G
O N
P O
R T
L A
N D D
IS
T R
A K
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A N
T R
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P O
W E
R H
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S E
N O
R T
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A N
T
IA
M R
IV
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B
IG
C
L
IF
F D
A M A
N D R
E S
E R
V O
IR
W
N
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E N R
M
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E S P .E
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U .S
A R
M Y C
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P S O
F E
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D R
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D
E S
IG
N C
E N
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H
IN
N E
N
B3 SCALE: 3"=1'-0"
TROLLEY MACHINERY GUARD DETAIL
0 3" 6" 9" 12"
D3
TROLLEY MACHINERY LAYOUT
SCALE: 1-1/2"=1'-0" 1' 2'0 6"
C8 SCALE: 1-1/2"=1'-0" 1' 2'0 6"
TROLLEY MACHINERY ELEVATION
G8 SCALE: NOT TO SCALE
JIB HOIST ISOMETRIC
1/2" MAX 1/2" MAX
/2
TROLLEY WHEEL
EVERYTHING THIS SHEET TO BE NEW.8.
PLACE WHEN NOT IN USE.
PIVOTING OF THE JIB BOOM AND ALLOWS THE BOOM TO BE FIXED IN
JIB HOIST TO BE EQUIPPED WITH A SLEWING MOTOR THAT DRIVES 7.
PINCHING WITH MACHINERY.
REACHING UNDER THE COVER WHEN INSTALLED TO PREVENT
MAXIMUM CLEARANCES ARE DESIGNED TO PREVENT FINGERS FROM 6.
TROLLEY COVER IS INSTALLED.
THE GUIDE SPECIFICATION. HANDRAIL SHALL BE COVERED WHEN THE
DRUM. HANDRAIL TO MEET REQUIREMENTS FOR SAFETY AS LISTED IN
ALLOW ACCESS FOR MAINTENANCE OF MACHINERY, WIRE ROPES, AND
HANDRAIL TO BE PROVIDED ON MACHINERY SIDE OF TROLLEY TO 5.
THE FACE WIDTH OF THE WIDEST GEAR IN THE MESH.
LEAST 8" LONG AND SHALL HAVE A WIDTH THAT IS 2" GREATER THAN
FULL REMOVAL OF MACHINERY GUARD. THE HATCHES SHALL BE AT
ALLOW INSPECTION AND LUBRICATION OF OPEN GEARING WITHOUT
INSPECTION COVERS SHALL BE PROVIDED AT ALL GEAR MESHES TO 4.
WHEEL DURING GANTRY TRAVEL.
OTHER ITEMS OBSTRUCTING THE RAIL OUT OF THE PATH OF THE
SHALL BE PROVIDED WITH RAIL SWEEPERS THAT PUSH DEBRIS AND
ALLOWED BETWEEN THE GUARD, GROUND AND RAIL. THE GUARDS
COMPONENTS (GEARS AND WHEELS). A MAXIMUM GAP OF 1" SHALL BE
PROTECT PERSONNEL FROM PINCH POINTS ON ALL MOVING
PREVENT DEBRIS FROM COLLECTING ON THE MACHINERY AND
MACHINERY GUARDS SHALL BE PROVIDED FOR ALL TRUCKS THAT 3.
SHALL WEIGH LESS THAN THE RATED CAPACITY OF THE JIB HOIST.
FPM AND A WORKING CAPACITY OF 1 TON. ALL MACHINERY GUARDS
JIB HOIST TO BE A WIRE ROPE HOIST WITH A MINIMUM SPEED OF 15 2.
JIB HOIST BASE AND ARM TO BE RATED TO 1 TON.1.
NOTES:
1' 2'0 6" 1' 2'0 6"
1' 2'0 6" 1' 2'0 6"
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11 12
H
J
13 14
K
L
SHEET ID
F
IL
E N
A M
E
D R
A W
IN
G N
O
SECTION B-B
SCALE 1
F
SEE NOTE 1
OPERATOR'S SEAT
S E
E N
O T
E
SUBFLOOR STRUCTURE
SUBFLOOR STRUCTURE
SEE NOTE 3
SAFETY GLASS
GLASS WINDOW
CAB DOOR WITH SAFETY
HEAT PUMP
49"
73 1/2 "
B A
C K W
IN
D
O W
86"
/4
36 3/4 "
BACK WINDOW
DOOR
SIDE WINDOW
DETAILS
SEE SHEET E-501 FOR
CRANE CONTROLS
30"
/4
34 3/4 "
2" TYP
WINDOW
LOWER FRONT
WINDOW
UPPER FRONT
FLOW
FLOW
HMI ON ARTICULATING ARM
ARM
ARTICULATING
HMI ON
ARM
ARTICULATING
HMI ON
VENTILATION
TO OPEN FOR
SIDE WINDOW
VENTILATION
TO OPEN FOR
WINDOW)
(BEHIND FRONT
SIDE WINDOW
S E
E N
O T
E
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
O P
E R
A T
O R C
A B L
A Y
O U
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A N
S I E
J F
O L
G A
M-502
O
R T
L A
N D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
A K
E G
A N
T R
Y C
R A
N E
P O
W E
R H
O U
S E
N O
R T
H S
A N
T
IA
M R
IV
E R
B
IG
C
L
IF
F D
A M A
N D R
E S
E R
V
E V
E N R
M
IL
E S P .E
/2
B C
D X .X
X X
M -5
X X
X .d g n
B C
D -9 -3 -1 /7
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
F1
CAB DOWNSTREAM ELEVATION VIEW
SCALE: 1 1/2" = 1' 0" F8
SECTION VIEW
SCALE: 1 1/2" = 1' 0"
L3
A1
CAB NORTH ELEVATION
SCALE: 1 1/2" = 1' 0" A5
CAB ISOMETRIC
SCALE: NOT TO SCALE A10
CAB FLOORPLAN
SCALE: 1 1/2" = 1' 0"
B
M A
S O
U M
P A
N A
H W
N
R
S
H
IN
N E
N
THE CAB.
BE LESS THAN 7 FEET IN ANY PART OF THE FLAT ROOF PORTION OF
OTHER LOWEST OBSTRUCTION ATTACHED TO THE CEILING SHALL NOT
THE INTERIOR HEIGHT FROM FLOOR TO BOTTOM OF FIXTURE OR 4.
THE CRANE.
THE OPERATOR CAN COMMUNICATE WITH RIGGERS WHILE OPERATING
AND SIDE WINDOWS SHALL BE HINGED AND ABLE TO OPEN SUCH THAT
INTEREFERE WITH OPERATOR'S LINE OF SIGHT. THE UPPER FRONT
SAFETY GLASS PANELS SHALL BE ONE PIECE UNITS SO AS NOT TO 3.
ADEQUATE VISIBILITY OF UPSTREAM TRASH RACK.
BACK WINDOW TO EXTEND THE FULL WIDTH OF THE CAB AND PROVIDE 2.
ANGLE, AND POSITION OF THE ARM RESTS.
SEAT SHALL PIVOT 270 DEGREES AND ADJUST THE HEIGHT, SEAT 1.
NOTES:
A
.0
S T
A
.5
253'-6"
CRANE RAIL
S T
A
.0
S T
A
.5
PARAPET
JUNCTION BOX
EXISTING EMBEDDED
CRANE RAIL
HANDRAIL
DECK EL 1212.00
TOP OF PARAPET
SEE NOTE 1
HANDRAIL SUPPORT, TYP
SEE NOTE 1
HANDRAIL, TYP
SEE NOTE 1
HANDRAIL, TYP
SEE NOTE 1
HANDRAIL SUPPORT, TYP
" TYP2
6'-10
ED401
B2
SCALE: NTS
KEY PLAN
F L
O W
USING DRILLED ADHESIVE ANCHOR BOLTS.
INTEGRITY IS LOST, SUBMIT AN ANCHOR BOLT REPLACEMENT PLAN
OR THE CONCRETE IS DAMAGED SO THAT THE ANCHOR BOLT
TO INSTALLATION OF NEW NUTS. IF THE ANCHOR BOLT IS DAMAGED
ANCHOR BOLT. IF THREADS ARE DAMAGED, CHASE THREADS PRIOR
TO VERIFY THE NUT CAN BE REMOVED WITHOUT DAMAGE TO THE
AN APPROVED LUBRICANT SUCH AS WD-40 AND LOOSEN THE NUT
PRIOR TO REMOVAL OF HANDRAIL BRACKET ANCHOR NUTS, APPLY3.
CONDUCTOR RAIL WEATHER SHIELD.
PRESERVE EXISTING ANCHOR BOLTS FOR REUSE ON NEW2.
NECESSARY TO ACCOMMODATE POWER CONDUCTOR RAIL.
DEMOLISH EXISTING HANDRAIL ON TOP OF PARAPET AS 1.
NOTES:
SEE NOTES 2 & 3
ANCHOR BOLTS,
HANDRAIL
UPSTREAM
EXISTING
®of Engineers
US Army Corps
D R
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IN
G N
O
F
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H A
N D
R A
IL
D
E M
O L
IT
IO
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A N
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ED401
O
R T
L A
N D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
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O N
P O
R T
L A
N D D
IS
T R
A K
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A N
T R
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P O
W E
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IA
M R
IV
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B
IG
C
L
IF
F D
A M A
N D R
E S
E R
V O
IR
W
N
R
E V
E N R
M
IL
E S P .E
B C
D X .X
X X E
D
X X
X .d g n
B C
D -9 -6 -0
A /7
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
B
M A
S O
U M
P A
N A
H
T
X
IO
G
B O
N A
C K
E R
DECK PLAN STA 2+71.0 TO STA 4+13.0BCD-6-4/18
DECK PLAN STA 1+30 TO STA 2+71BCD-6-4/17
BIG CLIFF REREGULATING DAM RAILINGBC-212-35
DRAWING TITLEDRAWING NO.
REFERENCE DRAWINGS:
H1 SCALE: NOT TO SCALE
F1 SCALE: NOT TO SCALE
B2 SCALE: NOT TO SCALE
SECTIONH10
ED401
HANDRAIL DEMOLITION PLAN
DOWNSTREAM ELEVATION - HANDRAIL DEMOLITION
SCALE: NTS
AND HANDRAIL
UPSTREAM PARAPET
F L
O W
/2
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11 12
H
J
13 14
K
L
SHEET ID
F
IL
E N
A M
E
D R
A W
IN
G N
END CAP
NOTE 3
S T
A
.0
S T
A
.5
CRANE RAIL
FIXED SUPPORT
NEW CONDUCTOR RAIL
CONDUCTOR RAIL
END FEED FOR
JUNCTION BOX
TO END FEED
3-2 AWG, 1-8 AWG
1.5" RGS CONDUIT
TO JUNCTION BOX
3-2 AWG, 1-8 AWG
1.5" RGS CONDUIT
S T
A
.0
S T
A
.5
DECK EL 1212.00
SHIELD
WEATHER
PARAPET
TOP OF
END CAP
SEE NOTE 5
EXISTING ANCHOR,
DISCONNECT SWITCH
TO END FEED
3-2 AWG, 1-8 AWG
1.5" RGS CONDUIT
DISCONNECT SWITCH
FIXED SUPPORT
NEW CONDUCTOR RAIL
CONDUCTOR RAIL
END FEED FOR
UNISTRUT
MOUNTING BRACKET
WEATHER SHIELD
PARAPET
JUNCTION BOX
EXISTING EMBEDDED
CONDUCTOR RAIL
HANGER
CONDUCTOR RAIL
4'-3" TO OF CRANE RAIL
T O P
E A
K
SEE NOTE 5
EXISTING ANCHORS
MOUNTING BRACKET
WEATHER SHIELD
SOLID WEATHER SHIELD
METAL PLATE
PERFORATED
M
IN
TYP SEE NOTE 2
NEW CONDUCTOR RAIL,
SEE NOTE 4
EXPANSION JOINT, TYP
TYP SEE NOTE 2
NEW CONDUCTOR RAIL,
SEE NOTE 4
EXPANSION JOINT, TYP
SCALE: NTS
KEY PLAN
SLIDING SUPPORT, TYP
NEW CONDUCTOR RAIL
SLIDING SUPPORT, TYP
NEW CONDUCTOR RAIL
F L
O W
E-401
A
CL
253'-6" BETWEEN BUMPERS
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S
N D
U C
T O
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A
IL
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T A
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A T
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E-401
P O
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O R
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O N
U .S
A R
M Y C
O R
P S O
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IN
E E
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P O
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IA
M R
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IF
F D
A M A
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W
N
R
E V
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IL
E S P .E
B C
D X .X
X X E -4
X X
X .d g n
B C
D -9 -6 -0
A /3
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
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IG
N C
E N
T E
R
T
X
IO
B O
N A
C K
E R
ITEMS IN BOLD INDICATE EQUIPMENT TO BE INSTALLED.6.
SPECIFICATION 05 50 04.00 SECTION 2.1.7.
SHIELD MOUNTING BRACKETS. USE NEW WASHERS AND NUTS PER
REUSE ANCHORS FROM REMOVED HANDRAIL FOR NEW WEATHER5.
NECESSARY PER MANUFACTURER'S RECOMMENDATIONS.
PROVIDE EXPANSION JOINTS AT ALL MONOLITH JOINTS OR WHERE4.
REQUIREMENTS.
ON PARAPET. SPACE HANGERS TO FOLLOW MANUFACTURER'S
MOUNT CONDUCTOR RAIL HANGERS TO NEW SUPPORTS INSTALLED3.
CONDUCTOR RAIL TO RUN CONTINUOUSLY AS SHOWN.
INSTALL NEW CONDUCTOR RAIL SYSTEM ON EXISTING PARAPET.2.
SYSTEM IN ACCORDANCE WITH SPECIFICATION 41 01 20.73 26.
DESIGN AND SUBMIT FOR APPROVAL COMPLETE CONDUCTOR RAIL1.
NOTES:
DECK PLAN STA 2+71.0 TO STA 4+13.0BCD-6-4/18
DECK PLAN STA 1+30 TO STA 2+71BCD-6-4/17
BIG CLIFF REREGULATING DAM RAILINGBC-212-35
DRAWING TITLE:DRAWING NO.
REFERENCE DRAWINGS:
F1 SCALE: NOT TO SCALE
DOWNSTREAM ELEVATION - CONDUCTOR RAIL BUSWAY
H1 SCALE: NOT TO SCALE
CONDUCTOR RAIL BUSWAY PLAN
A3 SCALE: NOT TO SCALE
SECTIONG10
E-401
F L
O W
B
M A
S O
U M
P A
N A
H
/2
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11 12
H
J
13 14
K
L
SHEET ID
F
IL
E N
A M
E
D R
A W
IN
G N
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11 12
H
J
13 14
K
L
SHEET ID
F
IL
E N
A M
E
D R
A W
IN
G N
SOUTH
GANTRY
NORTH
GANTRY
1'-3"
DOWN
HOIST
MAIN
UP
HOIST
MAIN
LAMP
RADIO "ON"
BK
BK
HORN
CONTROL
CAB/RADIO
RADIO CAB
BL
CONTROL
RADIO
STOP
EMERGENCY
R RBK
HORN
STOP
EMERGENCY
BK G
RBK
BK BK G
ALARM RESET ALARM SILENCE CRANE START
TEST
PILOT LIGHT CRANE STOP
CRANE POWERULTRALIFT
FASTSLOW
NORM
"ON" LAMP
CRANE POWER
UPSTREAM
TROLLEY
DOWNSTREAM
TROLLEY
DOWN
MAIN HOIST
E-STOPBOTTON
PUSH
HORN
BK
MICROSPEED
NORMAL
SLOW NORM
1-AXIS CONTROLLER
MAIN HOIST
BK BK
OFFON
WARNING
TRAVEL
ALARM
AUDIBLE
BK
BACK G
REMOTEFORWARD
SCREEN SELECT
W
ENABLED
MOTION
TARE
BK
SWITCH: ON/OFF
POWER KEY
TRANSMITTER
TARE TARE PUSH BUTTON
INDICATION LAMP
MOTION ENABLED
UP
MAIN HOIST
OFF
BK
ON
FLOODLIGHTS
START
BK
OFFOFF
BK
ON
POWER
NORTH
GANTRY
SOUTH
GANTRY
R
FAILURE
HOIST BRAKE
FAILURE
HOIST BRAKE
R
FAILURE
HOIST BRAKE
R
FAILURE LAMP
HOIST BRAKE
FAILURE LAMP
HOIST BRAKE
W
MOTION ENABLED
CONTROLLER
GANTRY 1-AXIS
WHEN LIT
DO NOT USE E-STOP
BRAKE RELEASE, VFD FAULT, AND PLC FAULT.
ALARMS TO BE PROVIDED BY THE HMI INCLUDE BRAKE FAILURE, STORM 4.
IN ACCORDANCE WITH SPECIFICATIONS.
CONTRACTOR SHALL DESIGN AND SUBMIT FOR APPROVAL NEW CHAIR3.
CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS.2.
FOR CLARITY, SOME COMPONENTS ARE NOT SHOWN.1.
NOTES:
PALM SWITCH
EMERGENCY STOP
HINGED COVER
PALM SWITCH
EMERGENCY STOP PALM SWITCH
EMERGENCY STOP
HINGED COVER
PALM SWITCH
EMERGENCY STOP
PUSH BUTTON
TRAVEL WARNING
PUSH BUTTON
CRANE STOP
PUSH BUTTON
LAMP TEST
PUSH BUTTON
CRANE START
PUSH BUTTON
ALARM SILENCE
PUSH BUTTON
ALARM RESET
PUSH BUTTON
HORN
PUSH BUTTON
HORN
SWITCH, 3-POSITIOIN
SELECTOR
MICROSPEED
NORMAL
ULTRA LIFT
SWITCH 2-POSITIOIN
SELECTOR
AUDIBLE ALARM
SWITCH, 2-POSITIOIN
RADIO CONTROL
SWITCH 2-POSITIOIN
SELECTOR
NORMAL MICROSPEED
SWITCH 2-POSITION
FLOOD LIGHT CONTROL
OFF
FLOOD LIGHTS
ON
BK
FAST
NORM
BK
SPEED
SLOW
R
INDICATION SCREEN
LOAD CELL AND WIND SPEED
CRANE IF LIT
DEENERGIZE
DO NOT
CRANE IF LIT
DEENERGIZE
DO NOT
UPSTREAM
TROLLEY
DOWNSTREAM
TROLLEY
CONTROLLER
TROLLEY 1-AXIS
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
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A M
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C O
N T
R O
L A
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A N
G E
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E-501
O
R T
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U .S
A R
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F D
A M A
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N
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M
IL
E S P .E
B C
D X .X
X X E -5
X X
X .d g n
B C
D -9 -6 -0
A /5
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
T
X
IO
B O
N A
C K
E R
E2
CRANE CAB OPERATORS STATION DETAIL
SCALE: NOT TO SCALE
A4
CRANE RADIO CONTROL DETAIL
SCALE: SCALE
B
M A
S O
U M
P A
N A
H
/2
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11 12
H
J
13 14
K
L
SHEET ID
F
IL
E N
A M
E
D R
A W
IN
G N
O
VFD
B
CONTROLLER
BRAKE
MAIN HOIST
ENCLOSURE
CONTROL
TO
PANELBOARD
120VAC
TO
BRAKES
STORM
GANTRY
B
PANELBOARD
480VAC
TROLLEY
SPARE
GANTRY
DOWNSTREAM
GANTRY
UPSTREAM
SPARE
VFD VFD VFD
B
CONTROLLER
BRAKE
B
CONTROLLER
BRAKE
B
CONTROLLER
BRAKE
HP
HP
HP
7.5
HP
7.5
(SEE NOTE 7 - TYP)
DAM
CRANE
3 PH
TRANSFORMER
UTILITY
480 TO 208Y/120V
1 PH
TRANSFORMER
CONTROL
480 TO 120V
(SEE NOTE 5)
A
480VAC PANELBOARD
CONTROLLER
BRAKE
B
(ESTIM. 5 HP)
PACKAGE
JIB HOIST
CONTACTOR
MAINLINE
SEE NOTE 6
DISCONNECT SWITCH
CONDUCTOR/COLLECTOR
MAINLINE
CIRCUIT BREAKER
AUXILIARY/CONTROL
DISCONNECT
MOTION CIRCUIT
MAINLINE/
SPARE
OR LINE REACTORS ONLY IF REQUIRED.
MANUFACTURER TO PROVIDE DRIVE ISOLATION TRANSFORMERS7.
SOUTH END OF DECK.
CONDUCTOR RAIL POWER PROVIDED VIA LOCAL DISCONNECT6.
LOCATED IN CONTROL ENCLOSURE(S).
CIRCUIT BREAKERS FOR MOTION CONTROL CIRCUITS MAY BE
PER CONTRACTOR'S DESIGN AND IN ACCORDANCE WITH CODE,5.
SPECIFICATIONS.
LIGHTING, AND CONTROL SYSTEMS IN ACCORDANCE WITH
DESIGN AND SUBMIT FOR APPROVAL COMPLETE POWER,4.
OR FROM THE SPECIFICATIONS.
NOT BE CONSTRUED AS PERMITTING DEVIATIONS FROM CODE
WIRING, AND OTHER COMPONENTS FROM THIS DRAWING SHALL
DRAWING IS CONCEPTUAL. OMISSION OF PROTECTIVE DEVICES,3.
FIELD VERIFY ALL DIMENSIONS AND CONDITIONS.2.
FOR CLARITY, SOME COMPONENTS ARE NOT SHOWN.1.
NOTES:
MCC CQ
TO
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S
E L
IN
E D
IA
G R
A M
E-601
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| BCDX.XXX_G-000XXX |
| BCDX.XXX_G-001XXX |
| BCDX.XXX_G-002XXX |
| BCDX.XXX_M-101XXX |
| BCDX.XXX_M-102XXX |
| BCDX.XXX_M-201XXX |
| BCDX.XXX_M-202XXX |
| BCDX.XXX_M-203XXX |
| BCDX.XXX_M-501XXX |
| BCDX.XXX_M-502XXX |
| BCDX.XXX_ED401XXX |
| BCDX.XXX_E-401XXX |
| BCDX.XXX_E-501XXX |
| BCDX.XXX_E-601XXX |
| 2021-03-03T16:15:34-0800 | |
| MILES.STEVEN.ROBERT.1031191196 |
| 2021-03-03T16:08:00-0800 | |
| SAWKA.MARK.J.1229184926 |
| 2021-03-03T20:21:15-0800 | |
| WELLS.ELIZABETH.ROGER.1387647755 |
| 2021-03-06T07:12:33-0800 | |
| HELTON.MICHAEL.DON.1131216021 |
Date5_af_date: 06-Mar-2021
File details come from the government source that posted it. Updated .