A.03 Plans - Drawings - BDD-1.111 Bonneville Spillway Gate Gantry Cranes Reliability Restoration.pdf
PDF 24 MB Posted
- Attached to
- BONNEVILLE SPILLWAY GANTRY CRANE REHABILITATION
- Solicitation number
- W9127N25RA021
About this file
These technical drawings and design documents detail the rehabilitation of the Spillway Gate Gantry Cranes at the Bonneville Lock and Dam, located on the Columbia River between Washington and Oregon. The project involves comprehensive rehabilitation of two existing gantry cranes (Cranes 5 and 6), including structural, mechanical, and electrical system upgrades. Key rehabilitation components include replacing/reconditioning main hoist motors, brakes, wire ropes, auxiliary hoist components, travel motors, control systems, electrification systems, and adding safety guardrails.
The project is a design-build solicitation (W9127N25RA021) issued by the U.S. Army Corps of Engineers Portland District, with an estimated construction value between $10-25 million. The contract will be awarded using a Best Value Trade-Off source selection process with two-phase design-build selection procedures. The project is unrestricted and open to full competition, with a 10% HUBZone price evaluation preference. The technical documentation includes detailed mechanical, structural, and electrical drawings showing existing conditions and proposed rehabilitation strategies for both gantry cranes, covering aspects like power systems, control panels, cable reel systems, and crane structural components.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Attachment C.docx | DOCX document | |
| Attachment B.docx | DOCX document | |
| Attachment D.docx | DOCX document | |
| Solicitation Amendment W9127N25RA0210002 SF 30.pdf | ||
| Solicitation Amendment W9127N25RA0210001 SF 30.pdf | ||
| Attachment A.docx | DOCX document | |
| Attachment A - Offeror Experience Form.docx | DOCX document | |
| B.08 Solicitation 7N25RA0021 - BNSGCR25_SPECS_ADVERTISE_PHASE_I.pdf |
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Text version
I I
I I I' I
US Army Corps of Engineers Portland District
BONNEVILLE LOCK AND DAM
COLUMBIA RIVER
WASHINGTON-OREGON
SPILLWAY GATE GANTRY CRANES RELIABILITY RESTORATION
THIS PROJECT WAS DESIGNED BY THE PORTLAND
DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.
THE INITIALS OR SIGNATURES AND REGISTRATION
DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE
PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
RYAN SOUDERS, P.E.
CHIEF, DESIGN BRANCH
PATRICK L. DUYCK, P.E.
CHIEF, ENGINEERING & CONSTRUCTION DIVISION
LARRY CASWELL, JR.
COLONEL, CORPS OF ENGINEERS
DISTRICT COMMANDER
DATE:
SOLICITATION NUMBER:
FOR INFORMATION ONLY SUBJECT TO CHANGE IN PHASE 2 SOLICITATION
FOR INFORMATION ONLY: SUBJECT TO CHANGE IN PHASE 2 SOLICITATION
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PORTLAND DISTRICT
DRAWINGS IN THIS VOLUME
THE FOLLOWING ABBREVIATIONS MAY BE USED ON THE
SYMBOL
SECTION IDENTIFICATION
DIRECTION OF SECTION
= MAXIMUM
= LOW POINT
= LONGITUDINAL
= LENGTH
= LEFT
= LONG
= LINEAR FEET
= LIQUIDATED DAMAGES
= POUNDS FORCE
= ANGLE
= KIPS PER SQUARE INCH
= JOINT
= JUVENILE FISH RETURN
= INDEPENDENT WIRE ROPE CORE
= ISOLATION JOINT
= INSIDE
= INFORMATION
= INCH, INCHES
= INSIDE LAYER
= INSIDE FACE
= INVERT ELEVATION
= INSIDE DIAMETER
= HORIZONTAL
= HOLLOW STRUCTURAL SECTION/SHAPE
= HOLLOW METAL
= HEAVY DUTY
= HORIZONTAL
= GATE VALVE
= GALVANIZED
= GRANULATED ACTIVATED CARBON
= GAUGE
= FACILITY WATER SUPPLY
= FLAT WASHER
= FOOT, FEET
= FLANGE
= FLAT HEAD
= FINISH GRADE
= FAR FACE
= FLOOR DRAIN
= FLAT BAR
= EXISTING
= EXAMINATION
= EACH WAY
= EQUALLY SPACED
= EXPANSION JOINT
= ELEVATION
= EACH LAYER
= EACH FACE
= EACH
= DOWELS
= DRAWING
= DOWNSTREAM
= DUCTILE IRON PIPE
= DUCTILE IRON
= DIAMETER
= DRILL & GROUT
= DETAIL
= COPPER
= CENTER TO CENTER
= COUNTERSINK
= CORNER SUPPORT PIECE
= CORROSION RESISTING STEEL
= COMPLETE PENETRATION
= CORRUGATED METAL PIPE
= CONTRACTION JOINT
= CONTINUOUS
= CONNECTION
= CONCRETE
= CLEAR
= CHLORINE
= CENTERLINE
= COMPLETE JOINT PENETRATION
= CONSTRUCTION JOINT
= CAST IRON
= CUBIC FEET
= COUNTERBORE
= CONTRACTION/EXPANSION JOINT
= CENTER TO CENTER
= CHANNEL
= BACK TO BACK
= BEARING
= BUILDING
= BOTTOM LAYER
= BOLT HOLE CIRCLE
= BACK GOUGE
= BOTTOM FACE
= BOLT CENTERS
= ATTRACTION WATER SUPPLY
= AIR RELEASE VALVE
= ARCHITECTURAL
= APPROXIMATE
= ASPHALT CONCRETE
= ANCHOR BOLT
= ANCHOR
MAX.
LP
LONG.
LTH
LT
LG.
LF.
LD
LBF
L
KSI
JT.
JFR
IWRC
ISO JT
IS
INFO
IN.
I.L.
IF
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ID
HOR.
HSS
H.M.
H.D.
H
GV
GALV.
GAC
GA.
FWS
F.W.
FT.
FLG
F.H.
FG
F.F.
F.D.
F.B.
EXIST.
EXAM.
E.W.
EQ. SP.
E.J.
ELEV
EL
EF
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DWL'S
DWG
D/S
DIP
DI
DIA.
D&G
DET.
CU
C.T.C.
CSK
CSP
CRES
CP
C.M.P.
CONT. JT.
CONT
CONN
CONC.
CLR
CL2
C.L.
CJP
C.J.
CI
CF
CBORE
C/E JT
C TO C
C
B TO B
BRG
BLDG.
B.L.
B.H.C.
BG
B.F.
B.C.
AWS
ARV
ARCH.
APPROX.
AC
A.B.
ANCH.
WWF
WCJ
WSE
W.S.
WP
WL
W/
VERT.
VC
VBS
V
U/S
UNO
TYP.
T.S.
TOW
TOS
TOF
TOC
T.O.
T.L.
T.J.
T.F.
T.B.D.
T & B
SYM
STC
STA.
S.S.
SQ
SPS
SHLDR
S.F.
STL.
STIR.
STD
STAG. SPL.
SIM
SHT
SCH
S.B.
STR
RT
R.O.
REQ'D
REINF.
REF
R.H.
RAD.
PVI
PVC
PTFE
PRQ
PNT
PT
PSPD
PSIG
PSI
PSF
PRE-FAB
P/N
PLF
PL
PERF
PCF
PC
O TO O
OSAY
OS
OPP
O.L.
OF
O.D.
O.C.
O.A.L.
NTS
NPT
NPS
NOM
NO.
NF
N.C.
NAT.
MSE
MK
MECH.
M.B.
MIN
= WELDED WIRE FABRIC
= WALL CONSTRUCTION JOINT
= WATER SURFACE ELEVATION
= WATERSTOP
= WORK POINT
= WATERLINE
= WITH
= VERTICAL
= VERTICAL CURVE
= VERTICAL BARRIER SCREEN
= VERTICAL
= UPSTREAM
= UNLESS NOTED OTHERWISE
= TYPICAL
= TUBULAR STEEL
= TOP OF WALL
= TOP OF SLAB
= TOP OF FOOTING
= TOP OF CONCRETE
= TOP OF
= TOP LAYER
= TROWELED JOINT
= TOP FACE
= TO BE DETERMINED
= TOP AND BOTTOM
= SYMMETRICAL
= STEEL TROWELED CONCRETE
= STATION
= STAINLESS STEEL
= SQUARE
= SPACES
= SHOULDER
= SQUARE FOOT
= STEEL
= STIRRUP
= STANDARD
= STAGGER SPLICE
= SIMILAR
= SHEET
= SCHEDULE
= STRUCTURAL BOLT
= STRUCTURAL
= RIGHT
= ROUGH OPENING
= REQUIRED
= REINFORCEMENT
= REFERENCE
= ROUND HEAD
= RADIUS
= POINT OF VERTICAL INTERSECTION
= POLYVINYL CHLORIDE
= POLYTETRAFLOUROETHYLENE (TEFLON)
= PROJECT BUILDING 480V SWITCHGEAR
= POINT
= POINT OF TANGENCY (CIVIL SHEETS)
= POST SORT POOL DRAIN
= POUNDS PER SQUARE INCH, GAGE
= POUNDS PER SQUARE INCH
= POUNDS PER SQUARE FOOT
= PREVIOUSLY FABRICATED
= PART NUMBER
= POUNDS PER LINEAR FOOT
= PLATE
= PERFORATED
= POUNDS PER CUBIC FOOT
= POINT OF CURVATURE
= OUT TO OUT
= OUTSIDE STEM AND YOKE (VALVES)
= OUTSIDE
= OPPOSITE
= OUTSIDE LAYER
= OUTSIDE FACE
= OUTSIDE DIAMETER
= ON CENTER
= OVERALL LENGTH
= NOT TO SCALE
= NATIONAL PIPE THREAD
= NOMINAL PIPE SIZE
= NOMINAL
= NUMBER
= NEAR FACE
= NO CHAMFER
= NATURAL
= MECHANICALLY STABILIZED EARTH
= MARK
= MECHANICAL
= MACHINE BOLT
= MINIMUM
FOR INFORMATION ONLY: SUBJECT TO CHANGE IN PHASE 2 SOLICITATION
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LEGEND:
BDD1.111G-000XXX.IDW
BDD1.111zzzzzzzzzzzG-3DXXXX.DGN
BDD1.111G-102XXX.DGN
SYMBOL
IDENTIFICATION
DETAIL
APPEARS *
WHICH DETAIL
SHEET NUMBER ON
IT WAS TAKEN
THE SAME SHEET AS
DETAIL APPEARS ON
CHARACTER IS USED,
* WHEN A DASH, "-",
1. DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
WAS TAKEN *
WHERE DETAIL
SHEET NUMBER
WAS TAKEN *
NUMBER WHERE SECTION
SHEET IDENTIFICATION
APPEARS *
ON WHICH SECTION
SHEET IDENTIFICATION
WAS TAKEN
THE SAME SHEET AS IT
SECTION APPEARS ON
CHARACTER IS USED,
* WHEN A DASH, "-",
2. SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
FOR DETAILS
NUMERIC VALUE
FOR SECTIONS
ALPHA VALUE
6. "INVENTOR" SHEETS FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
NOTED IN LEGEND NOTE 4 ON THIS SHEET:
3. SHEET IDENTIFICATION CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW, EXCEPT AS
4. "MICROSTATION" / "AUTOCAD" SHEET FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
5. "MICROSTATION" / "AUTOCAD" MODEL FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
(BY CADD MANAGEMENT)
SERIES CODE (ASSIGNED
(F = FISH PASSAGE)
MAJOR PROJECT FEATURE
(BD = BONNEVILLE)
PROJECT CODE
DISCIPLINE (SEE LEGEND NOTE 9)
AREA FEATURE (SEE LEGEND NOTES 10 THRU 12)
USE "0" FOR UNUSED SPACES)
USER DEFINED(3 CHARACTERS ONLY;
USE "XXX"
"INVENTOR" SHEETS FILE EXTENSION
DISCIPLINE (SEE LEGEND NOTE 9)
DASH SEPARATOR, "-" (REQUIRED)
MODEL FILE TYPE (3D OR 2D)
USE "XXX"
USE "X" FOR UNUSED SPACES)
USER DEFINED(1 CHARACTER ONLY;
"AUTOCAD" FILE EXTENSION (.DWG)
"MICROSTATION" FILE EXTENSION (.DGN)
DISCIPLINE (LEGEND SEE NOTE 9)
AREA FEATURE (SEE LEGEND NOTES 10 THRU 12)
SHEET TYPE (SEE LEGEND NOTE 8)
SEQUENCE NUMBER (00 THRU 99)
USE "XXX"
"AUTOCAD" FILE EXTENSION (.DWG)
"MICROSTATION" FILE EXTENSION (.DGN)
NOTES 10 THRU 12)
AREA FEATURE (SEE LEGEND
DISCIPLINE (SEE LEGEND NOTE 9)
(SEE LEGEND NOTE 8)
TYPE DESIGNATOR
SEQUENCE NUMBER (00 THRU 99)
SE302
BY CADD MANAGEMENT)
SERIES CODE (ASSIGNED
(D = DAM)
MAJOR PROJECT FEATURE
(BD = BONNEVILLE)
PROJECT CODE
(11) CHARCTERS MAX. OMIT IF NOT USED
MODEL DESCRIPTION (USER DEFINED)
BY CADD MANAGEMENT)
SERIES CODE (ASSIGNED
(D = DAM)
MAJOR PROJECT FEATURE
(BD = BONNEVILLE)
PROJECT CODE
AS SHOWN BELOW:
7. "INVENTOR" MODEL FILE NAME CONVENTION SHALL BE INTERPRETED
ME-zzzzzzzzzzz.IPT
LEGEND NOTES 10 THRU 12)
AREA FEATURE (SEE
(SEE LEGEND NOTE 9)
DISCIPLINE
DASH SEPARATOR, "-" (REQUIRED)
MODEL DESCRIPTION (USER DEFINED) REQUIRED
"INVENTOR" FILE EXTENSION (.IPT, .IAM)
GENERAL FEATURES (OR "ALL SHEETS ARE ELECTRICAL")DENOTES-
SHALL BE AS SHOWN BELOW:
12. ELECTRICAL AREA FEATURE DESIGNATOR FOR "E" SHEETS IDENTIFICATION
EXIT CONTROL OUTLET MODIFICATIONSDENOTES H
EXIT CONTROL WEIRS MODIFICATIONSDENOTES G
EXIT CONTROL APPROACH POOL MODIFICATIONSDENOTES F
STRUCTURAL DEMOLITIONDENOTES D
MECHANICAL GENERAL FEATURES (OR "ALL SHEETS ARE STRUCTURAL")DENOTES -
SHALL BE AS SHOWN BELOW:
11. MECHANICAL AREA FEATURE DESIGNATOR FOR "M" SHEETS IDENTIFICATION
EXIT CONTROL OUTLET MODIFICATIONSDENOTESH
EXIT CONTROL WEIRS MODIFICATIONSDENOTESG
EXIT CONTROL APPROACH POOL MODIFICATIONSDENOTESF
STRUCTURAL DEMOLITIONDENOTESD
STRUCTURAL GENERAL FEATURES (OR "ALL SHEETS ARE STRUCTURAL")DENOTES-
SHALL BE AS SHOWN BELOW:
10. STRUCTURAL AREA FEATURE DESIGNATOR FOR "S" SHEETS IDENTIFICATION
ELECTRICALDENOTESE
MECHANICALDENOTESM
STRUCTURALDENOTESS
GENERALDENOTESG
SHALL BE AS SHOWN BELOW:
9. ENGINEERING DISCIPLINE DESIGNATOR FOR SHEET IDENTIFICATION
USER DEFINEDDENOTES8
REINFORCEMENT (USER DEFINED)DENOTES7
SCHEDULES AND SCHEMATICSDENOTES6
DETAILSDENOTES5
ENLARGED VIEWSDENOTES4
SECTIONSDENOTES3
ELEVATIONSDENOTES2
PLANSDENOTES1
GENERALDENOTES0
SHOWN BELOW:
8. TYPE DESIGNATOR FOR SHEET IDENTIFICATION SHALL BE AS
B D
D
.1
G -0
X X
X .d g n
M A
T T
H E
W D
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X-3##
XX
X-5##
SCALE: NONE
DETAIL
X-5##
X-1##
XX
" = 1'-0"8
3SCALE:
SECTION
INTERSTATE
INTERSTATE
INTERSTATE
W I L
L A
M E
T T
E
REV
I
R
COLUMBIA RIVER
ASTORIA LONGVIEW
P A
C I
F I
E A
N
PORTLAND
VANCOUVER
SALEM
WASHINGTON
OREGON
HOOD RIVER
THE DALLES
L O
C K
A N
D D
A M
JO
H
N D
A Y
L O
C K
A N
D D
A M
T H
E D
A L
L E
S
L O
C K
A N
D D
A M
B O
N N
E V
IL
L
E
WEIR
D R
A
IN
DRAI
N
TOP RIP RAP
RUNGE
BRIDGE
D itc h
D itc h
D it c h
D i t c h
S L
O T
2" S
LOT
KNOLL
-10
-16
-10010 a i l r o a d
M u l t n o m a h o u n t y
H o d i v e r u n t y
Sk am an ia
Cou nt y
(Buildings Removed) Area Office Site of Bonneville
Powerhouse
Second
B u r l i n g t o n N o r t h e r n R
X
X X X X X X X X
City Well h a d y k
L n
L o o k -I n e
L a k e s id e
W a y t
H o t
S p r i n g s a d
Powerhouse
First
B u r l i n g t r t h e r i l r o a d
-10
-10
X X X X
X X
X X
X X
X X
-16
-10010
X
X
X
X
X
X
X
X X X X X X X
X
X
X X
X
X X X X X X
X
X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X top o f w all el ev
X
X
X
X
X
X
New Nav iga tio n Lock
Old Navigation Lock
X
X
X
X
X
X
X
X
X
X
BPA Substation
G r e e n l e a f
M o f f e
R a i l r o a d
-10
-16
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
U n i c i f i c i l r o a d
M
N
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U
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F
H K
Y
WEIR 5
WEIR 5
WEIR 5
WEIR 5
WEIR 4
WEIR 48
WEIR 47
WEIR 46
WEIR 45
WEIR 44
WEIR 43
WEIR 42
WEIR 41
WEIR 40
WEIR 39
WEIR 38
WEIR 37
WEIR 36
WEIR 35
WEIR 34
WEIR 33
WEIR 32
WEIR 31
WEIR 30
WEIR 29
WEIR 28
WEIR 27
WEIR 26
WEIR 25
WEIR 24
WEIR 23
WEIR 22
WEIR 21
WEIR 20
WEIR 19
WEIR 18
WEIR 17
WEIR 16
WEIR 15
WEIR 14
WEIR 13
WEIR 12
WEIR 11
WEIR 10
WEIR 9
WEIR 5
WEIR 5
WEIR
WEIR
WEIR
WEIR
WEIR
WEIR
WEIR
WEIR
WEIR
WEIR
WEIR
WEIR
5"F.
8"F.
20"F.
12"F.
14"F.
10"F.
12'F.
14"F.
6"F.
10"F.
14"F.
6"F.
12"F.
20"M.
15"F.
8"F.
6"F.
6"F.
6"F.
28"F.
10"F.
8"F.
18"F.
18"F.
8"F.
12'F.
10"T.
6"T.
6"T.
12'F.
5"T.
10"F.
6"F.
8"F.
6"F.
16'F.
18"F.
14'F.
12'F. 8"F.
14'F.
16"F.
14"F.
18"F.
15"F.
18"F.
10"F.
15"F.
6"F.
12'F.
12"F.
12'F.
10"F.
12"F.
12'A.
14"F. 14"F.
12"F.
12"A.
8"F.
10"F.
10"A.
15"A.
8"M.
20"M.
30"F.
10"F.
8"M.
14"M.
10"F.
10"A.
6"A. 6"A.
15"T. 10'T.
13"A.
3"F.
13"A.
12"F.
12"T.
14"T.
15'T.
12"T.
12'F.
10"M.
10"F.
8'F.
6"F.
6"T.
5"F.
5"F.6"F.
8'F.
8"F.
6'T.
12"T.
18"P.
TREE
STUMP
14"P.
TREE
STUMP
TREE
STUMP
18"CE.
18"P.
18"CE.
12'T.
14"T.
14"T.
18"P.
20"P.
14'CE.
15"T.
14"P.
STUMP
TREE
4"T.
12"T.
8"T.
10"F.
8"T.
6"T.
6"T.
20"T.
8"T.
6"T.
8"T.
24"T.
12"T.
6"F.
6"F.
10"F.
24"T.
A S P H A L T
G
R
A
V
E
L
R O A D
G R A V E
L
R O A D
G R A V E L
R O A D
G R A V E L R O A D
G R A V E L
R O A D
A S P H A L T
E D G E
O F
A S P H A L T
E D G E
O F
A
S
P
H
A
L
T
EDGE OF
ASPHALT
ASPHALT
A S
P H
A L
T
A S
P H
A L
T
A S P H A L T
H
L
T
A
S
P
H
A
L
T
MH.
BOLL.
GATE
C K
W A L L
T
F
R O C
K
H I G
FENCE
BOULDER
(TYPICAL)
W.V.
CONCRETE
CURB
7' HIGH C-L FENCE
EDGE OF ASPHALT
A S P H A L T
BOX
BOX
MH.
N C
R E
M
H
R
P28 DRAIN
C.B.
VAULT
CONC.
CONC.
VAULTS
R
E
T
E
C
O
N
C
R
E
T
E
M.L.P.
H A
N D
R A I L
M E T
A T E
METAL GRATE
C O
N C
6" CONC.
WALL
N C
R E
M
H
R
CONC.
VAULT
VAULT
CONC.
RAISED CONC.
AIR VENT
BOLL. BOLL.
BOLL.
BOLL.GATE
MH.
CONC.
SLAB
ANCHOR
WOOD
L.P.
7' HIGH
C-L FC.
L
F
C
7' HIGH C-L FC.
N C R E
L L
12" C
ONCRETE WALL
12" C
ONCRETE WALL
BOXES
1.0' WIDE CONCRETE
WALL W/M.H.R.
CONCRETE
ATCH
C
O
N
C
R
E
T
E
ELEC.
BOX MH.
3'DIA. HOLE
DRAIN
BOXES
UTILITY
UTILITY
7' HIGH C-L FC.
ELEC. BOX
ELEC. VAULT
12" C
ONCRETE WALL
DRAIN
RAISED AIR
VENT
C.B.
ELEC. MH.
C.B.
SIGN
W.V.
UTILITY
M.L.P.
SIGN
M.L.P.
MH.
WATER VAULT
SIGN
SIGN
DRIVEWAY C
UT
ASPHALT
DRIVE
M.L.P.
DRAIN
WCR.
12" C
ONC. WALL W/M.H.R.
D R I V E W A Y
C U T CONCRETE
M.H.R.
M.H.R.
SIGN
METAL LID
OVER SPIGOT
C O N C R E T E
C U
R B
CONCRETE
C U R B
BORING
NO. DH-2539
BORING
NO. DH-2538
3' WIDE
PEDESTRIAN
GRAVEL PATH
B R I
C
K METAL STEPS
CONC. UNDER
STEPS
F.H.
W.V.
WOOD BENCH
WOOD
BENCHES
WOOD BENCH
1.0'
WIDE ROCK WALL
7'
HI
GH
C L
F
ENCE
W.V.
C O N C R E T E
W A
M
H R
CONCRETE
SI
DEWALK
EDGE
OF
CONCRETE
C O
N C
R E
T E
C U R B
1' WIDE CONCRETE WALL W/M.H.R.
1' WIDE CONCRETE WALL
METAL LI
D
C O N C R E T E
C U R B
CHAIN
W O O D P O S T S
SIGN
30" C.M.P.
G U A R D R A I L
SIGN
BOULDER
8" CONC. WALL
CONCRETE
BRI
DGE
ABUTMENT
E D
G E
O F
R O
C K S
SIGN
30" C.M.P.
SIGN
SIGN
B
O
U
L
D
E
R
S
C O N C
MH.
BOULDERS
1' WIDE
WOOD BENCHES
1' WIDE
WOOD BENCH
BOULDERS
EDGE
OF
ASPHALT
1' WIDE
WOOD BENCH
EDGE
OF
CONCRETE
R.
R.
T
IE
HEADER
W I
N
N C
R E
M
H
R
N C
R E
M
H
R
CONC. PAD
SIGN
BORING
FPH.FPH.
FPH.
FPH.
FPH.
FPH.FPH.
D E
C
O N C R E
M
H R
D E
C
O N C R E
M
H R
8"
WI
DE
WOOD
CURB
HANDRAI
L
ROCK
WALL
EDGE OF
ROCKS
ELEC. CONDUIT
ON WALL
4"DIA. AIR
VENT ON WALL
METAL LID
RAISED CONC. VAULT
W/STEEL GRATE
M
H
R
C O
N C
R E
T E
B R I
D G
E
A B
U T
M E
N T
UTILITY
E D
N C
R E
T E
R A I L R O
A C K S
R A I L R O A D
T R A C K S
R A I L R O A D
T R A C K S
K
L L
ROCK
WALL
8" WIDE
16" WIDE ROCK WALL
REST
ROOMS
A S P H A L T
BUILDING
C O
N C
R E
T E
S
T E P
N D I
N G
42"
WIDE CONC. WALL
CONCRETE
ROCKS
CONC.
8" CONC. BLOCK WALL
CONC.
NOTE:
BLDG UNDER
DECK
CONC.
W.V.
P O W E R H O U S E
M
H
R
M
H
R
C O
N C
R E
T E
N
L L
W A L
K
BRI
CK
H A
N D
R A I
L
DRAIN
ASPHALT
WALK
R.D.
RET.
WALL
ASPHALT
WALK
C O N C R E
T E
ASPHALT
WALK
C O N C R
E T E
C O
N C R E
V E R
F I S
H
L
A D
D E R S
N O T E
P I P E
R
U
O
I S
E
D
B R I
D G E
P30
P29
M.L.P.
TRAFFIC MIRROR
R.
R.
T
IES
CONCRETE
P2
ASPHALT
WALK
CONC. BLOCK
G A T E
PLACED RI
P - R
AP
F I S H
L A D D E R S
A S
P H
A
A
A S P
H A
L T
C O
N
R B
W A
L K
FISHING
DECK
NOTE:
EDGE OF ASPHALT
HAS CONC. BUMPERS
M.H.R.
G H
C L
F
T I L I T Y
P I P E S
E D
P H A
I V E
H I G H
H A N D R A
T I L I T Y
P I P E S
CONC.
B
RI
DGE
SUPPORT
CONC.
B
RI
DGE
SUPPORT
V A L
V E
P
O S I T I
T
O R
A
S
P
H
A
O O R
C O N D I T I O N
RAISED
ELEC. BOX
RAISED WATER
SPIGOT
42"DIA.
TANK
MH.
8" CONCRETE WALL
G U
A R
D R
A I L
ASPHALTPARKING
CONCRETE SLAB
R I
R A P
24"DIA. PIPE
SUPPORT COLUMN
48"DIA.
STEEL PIPE
EDGE
OF
A S P H A L T
R O
A D
D E
C O N C
C A T
W A L K
T Y P I C A L
EDGE OF CONCRETE
UPSTREAM EDGE
FISH CAPTURE
NETFRAME
APPROXIMATE
END OF PRC
DISCHARGE PIPE
B I
C
H O R S
B I
C H O R S
B I
C H O R S
V A L V E
P O S I T I
T O R
V A L
V E
P
O S I T I
T
O R
TOP OF
PIPE
PIPE
TOP OF
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
ANCHOR
ANCHOR
WATER
TOE OF SLOPE
TOP
OF
LOPE
T O P
O F
S L O P E
T O P
S L O P E
O F
T
O
E
O
F
S L
O P
E
TOP
OF SLOPE
T O P
O P E
TOP
OF
S L
O P
E
TOP
OF
RIP -R
A P and Spillway
Bonneville Dam
WEIR 54
WEIR 55
WEIR 56
WEIR 57
WEIR 58
WEIR 59
WEIR 60
WEIR 61
WEIR 62
WEIR 63
WEIR 64
WEIR 65
WEIR 66
WEIR 67
WEIR 68
WEIR 69
WEIR 70
WEIR 71
WEIR 72
WEIR 73
WEIR 74
WEIR 75
WEIR 76
WEIR 77
WEIR 78
WEIR 79
WEIR 80
WEIR 81
WEIR 82
385' -0" S41.7179°E
Dit ch
Dit ch
DISTRICT BOUNDARY MAP
LOCAL VICINITY MAP
PROJECT PHOTO
LOCATION
PROJECT
UNION PACIFIC RAILROAD
INTERSTATE
STAGING AREA (SEE NOTE #1)
I-84 EXIT #40
BYPASS OUTFALLS
JUVENILE FISH
FIRST POWERHOUSE
FOR INFORMATION ONLY: SUBJECT TO CHANGE IN PHASE 2 SOLICITATION
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
Y
MILES
0 10 20 30 40 5010
C O
L L
IN
R
P
O R
T E
R
P .E
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
S I
E
N B
E E
M M
H
A N
S O
N
G-101
IL
L W
A Y
G A
T E
G A
N T
R Y
C R
A N
E
W A
S H
IN
G
T O
N -O
R E
G O
N C
O L
U M
B
IA
R
IV
N N
E V
IL
L
E L
O C
K A
N D
D A
M
P R
O J E
C T
S
IT
E M
A P
FLOW
LOCATION
PROJECT
N
N
B D
D
.1
G -1
X X
X .d g n
M A
T T
H E
W D
H
A N
S O
N P
.E
NOTES:
IN THE NORTH STAGING AREA.
1. CONTRACTOR MUST MAINTAIN ACCESS TO ROADWAY
FLOW
COLUMBIA RIVER
WASHINGTON
OREGON
PROJECT WORK LOCATION
W A S
H
IN
G T
O N
O R
E G
O N
ISLAND
BRADFORD
SITE
HISTORIC
NATIONAL
CASCADE
FORT
PROJECT WORK LOCATION
PROJECT WORK LOCATION
SCALE: N.T.S.
PROJECT SITE MAP
12"0 5'
"= 1'-0"4
1SCALE:
SEE SHEET S-204
PLATES, GANTRY 6.
BETWEEN CONNECTION
(BEYOND) PACK RUST
SEE SHEET S-201
SURFACE CRROSION
SEE SHEET S-203
PLATES, GANTRY 6.
BETWEEN CONNECTION
(BEYOND) PACK RUST
SEE SHEET S-203
OF WEB, GANTRY 6.
ON INTERIOR CHANNEL
(BEYOND) CORROSION
SEE SHEET S-202
CRANE 5.
PLATES, GANTRY
CONNECTION
PACK RUST AT
SEE SHEET S-201
HEAVY CORROSION
S-204
CRANE 6. SEE SHEET
SOUTH LEG ON GANTRY
LOSS ON NORTH FACE OF
CORROSION AND SECTION
SEE SHEET S-202
GANTRY CRANE 5.
CONNECTION PLATES,
PACK RUST AT
SEE SHEET S-201
HEAVY CORROSION.
SEE SHEET S-204
PLATFORM.
MAINTENANCE
AUXILIARY HOIST
MODIFY EXISTING
SEE SHEET S-204
PLATFORM.
MAINTENANCE
MODIFY EXISTING
GENERAL NOTES:
FOR ALL STRUCTURAL OPTIONAL BID ITEMS.
3. SEE SPEC SECTION 01 11 00, 10 25; SUMMARY OF WORK
SEE SHEET CALLOUTS AND SPECS FOR REQUIRED WORK.2.
ALL WORK IS TYPICAL OF BOTH CRANES UNLESS SPECIFICALLY NOTED.1.
FOR INFORMATION ONLY: SUBJECT TO CHANGE IN PHASE 2 SOLICITATION
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
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
S I
E
S P
IL
L
W A
Y G
A T
E G
A N
T R
Y C
R A
N E
S
W A
S H
IN
G
T O
N -O
R E
G O
N C
O L
U M
B
IA
R
IV
N N
E V
IL
L
E L
O C
K A
N D
D
D .1
S
-0 X
X X
.d
L L
IN
R
P
O R
T E
R
P .E
N B
E E
M
S-001
:1
A R
R A
N G
E M
E N
T O
F S
T R
U C
T U
R A
L W
O R
K
M A
T T
H E
W D
H
A N
S O
N P
.E
SCALE: 1/4" = 1'-0"
ARRANGEMENT OF STRUCTURAL WORK
12'-0"
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
BID ITEMS.
OF WORK FOR ALL STRUCTURAL OPTIONAL
6. SEE SPEC SECTION 01 11 00.10 25: SUMMARY
WELDING TO MEET LOAD REQUIREMENTS.
REPLACED WITH ASTM A325 BOLTS OR
ASTM A36 UNLESS NOTED. ALL RIVETS TO BE
ALL STEEL FOR REPLACEMENTS TO BE5.
POSTS TO BE 3'-0" MAX ON CENTER.
RAIL GALVANIZED AFTER FABRICATION.
NEW GUARDRAIL TO BE PER OSHA SPECS4.
STEEL STRUCTURES.
SPECIFICATION 09 97 02 PAINTING:
COMPONENTS ARE TO BE COMPLETED PER
SHOP AND TOUCH UP PAINTING OF STRUCTURAL3.
TO CONTAIN LEAD.
ALL EXISTING PAINT ON THE CRANE IS ASSUMED2.
THE SPILLWAY GANTRY CRANES.
18, 19, 20, 21 FOR AS CONSTRUCTED DRAWINGS OF
SEE REFERENCE DRAWINGS M-4-30 SHEET 14, 16, 17,1.
GENERAL NOTES:
NOT SHOWN FOR CLARITY
(OPTIONAL) REPLACE EXISTING ROOFING MATERIAL, TYP
1'-6"
APPROX. 5'-6"
TROLLEY
AUXILLARY HOIST
SEE NOTE #4
ON MAINTENANCE PLATFORM
NEW GUARDRAIL REQUIRED
APPROX. 4'-0"
REPLACE EXISTING GUARDRAIL
IN USE. SEE SHEET S-204.
WHEN EXTENSION IS NOT
SAFETY GATE NEEDED
MAINTENANCE PLATFORM.
ACCESS TO AUXILIARY HOIST
PLATFORM EXTENSION FOR
REQUIRED. SEE S-204.
PLATFORM. MODIFICATION
HOIST MAINTENANCE
EXISTING AUXILIARY
REQUIRED. SEE S-204.
PLATFORM. MODIFICATION
HOIST MAINTENANCE
EXISTING AUXILIARY
TAILRACE FOREBAY
A P
P R
O X
FLOW
FOR INFORMATION ONLY: SUBJECT TO CHANGE IN PHASE 2 SOLICITATION
D
C
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IC
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A
T
IO
N N
O
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IL
E N
A M
E
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
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
S I
E
S P
IL
L
W A
Y G
A T
E G
A N
T R
Y C
R A
N E
W A
S H
IN
G
T O
N -O
R E
G O
N C
O L
U M
B
IA
R
IV
N N
E V
IL
L
E L
O C
K A
N D
D A
M
G A
N T
R Y
L E
G
LC
G A
N T
R Y
L E
G
LC
(NOT SHOWN FOR CLARITY)
TROLLEY
D .1
S
-1 X
X X
.d g n
M .H
A N
S O
N ,P
L L
IN
R
P
O R
T E
R
P .E
N B
E E
M
S-101
:1
T Y
P
IC
A L
P L
A N
V
IE
W
M A
T T
H E
W D
.H A
N S
O N
P
.E
S - 202
B
S - 203
C
S - 204
D
S - 201
A
SCALE: 3/8" = 1'-0"
TYPICAL PLAN VIEW
BOTH CRANES.
AND TOUCH UP PAINT. TYPICAL
REMOVE AREAS OF CORROSION
FLANGE.
SECTION LOSS AT BOTTOM
SURFACE CORROSION AND
TYPICAL BOTH CRANES.
PAINT OF FRAME AREAS AFFECTED.
THE NEW BRACE AND TOUCH UP
SECTION IN KIND. TOUCH UP PAINT
REMOVE AND REPLACE BUILT UP
12'-0"
UP PAINT
CORROSION AND TOUCH
ON GANTRY 6. REMOVE
FACE OF SOUTH LEG
CORROSION ON NORTH
SECTION LOSS AND
"8
26'-6
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
GENERAL NOTES:
COMPLETED PER SPECIFICATION 09 97 02 PAINTING: STEEL STRUCTURES.
TOUCH UP PAINTING OF STRUCTURAL COMPONENTS ARE TO BE 3.
ALL EXISTING PAINT ON THE CRANE IS ASSUMED TO CONTAIN LEAD.2.
FOR AS CONSTRUCTED DRAWINGS OF THE SPILLWAY GANTRY CRANE.
SEE REFERENCE DRAWINGS M-4-30, SHEET 14, 16, 17, 18, 19, 20, AND 21 1.
34'-0"
17'-0"17'-0"
PARAPET AND BUSS ASSEMBLY
FOR INFORMATION ONLY: SUBJECT TO CHANGE IN PHASE 2 SOLICITATION
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
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
S I
E
S-201
IL
L W
A Y
G A
T E
G A
N T
R Y
C R
A N
E
W A
S H
IN
G
T O
N -O
R E
G O
N C
O L
U M
B
IA
R
IV
N N
E V
IL
L
E L
O C
K A
N D
D A
M
B D
D .1
S
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X X
.d g n
G A
N T
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G A
N T
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L E
G
EL. 97.00
M A
T T
H E
W D
H
A N
S O
N P
.E
C O
L L
IN
R
P
O R
T E
R
P .E
N B
E E
M M
.H A
N S
O N
O K
IN
G
N O
R T
H
C L C L
S-101
A
SCALE: 3/8" = 1'-0"
LOOKING NORTH
3SCALE:
12" 0 2' 4' 6'
FRAME AREAS AFFECTED.
TOUCH UP PAINT ON THE NEW BRACE
REMOVE PACK RUST TO BARE STEEL
CONNECTION PLATES (G5 ONLY)
MINOR PACK RUST BETWEEN
C G
A N
T R
Y C
R A
N E
T R
U C
K L
PARAPET AND BUS ASSEMBLY
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
" = 1'-0"2
SCALE: 1
ATTACHED TO CRANE LEG
KEYNOTES:
SURFACES.
03 60 00.01 26: CONCRETE DEMOLITION AND REPAIR CONCRETE
4. CONFORM CONCRETE REMOVAL AND REPAIR TO SPEC SECTION
REMOVE THE BUS MUST BE SUBMITTED FOR APPROVAL.
ANY CONCRETE REMOVAL OR REPAIR IN ORDER TO MODIFY/3.
2. BUS MODIFICATION/REMOVAL PER ELECTRICAL PLANS.
M-5-11 SHEET 2 EXISTING CONCRETE AND REINFORCING DETAILS
M-4-30 SHEET 15 EXISITING ELECTRICAL CONTACT SHOE DETAILS
M-4-29 SHEET 42 EXISTING ANCHOR BOLT DETAILS
BUSS ASSEMBLY
SEE REFERENCE DRAWINGS FOR EXISTING PARAPET AND1.
SEE NOTES 1-4
8"
10 1/4"13 3/4"
3'-0"
4"
FOR INFORMATION ONLY: SUBJECT TO CHANGE IN PHASE 2 SOLICITATION
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
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
S I
E
S-202
IL
L W
A Y
G A
T E
G A
N T
R Y
C R
A N
E
W A
S H
IN
G
T O
N -O
R E
G O
N C
O L
U M
B
IA
R
IV
N N
E V
IL
L
E L
O C
K A
N D
D A
M
B D
D .1
S
-2 X
X X
.d g n
EL. 99.5' TOP OF RAIL
M A
T T
H E
W D
H
A N
S O
N P
.E
C O
L L
IN
R
P
O R
T E
R
P .E
N B
E E
M M
.H A
N S
O N
O K
IN
G
S O
U T
H
/1
/2
EL. 99.00
LC
G A
N T
R Y
L E
G
G A
N T
R Y
L E
G
LC
EL. 144.375' TOP OF RAIL
S-001
B
" = 1'-0"8
SCALE:
LOOKING SOUTH
12" 0 2' 4' 6'
RUST TO BARE STEEL
(G6 ONLY) REMOVE PACK
CONNECTION PLATES
PACK RUST BETWEEN
AND REPLACE IN KIND.
REMOVE CORRODED PLATES
OF CHANNEL WEB (G6 ONLY)
DIAMETER SPOT INTERIOR
HEAVY CORROSION ON 12"
REPLACE THE ROOF PANELS ABOVE THE GENERATOR LEVEL WALKWAY. (OPTIONAL)1.
GENERAL NOTES:
L E
N G
T H P
E R N
E C E S S
A R
Y
60'-0"
T O
P O
F M
A
IN
G
IR
D E
R
PARAPET AND BUSS ASSEMBLY FOR INFORMATION ONLY: SUBJECT TO CHANGE IN PHASE 2 SOLICITATION
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
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
S I
E
S-203
IL
L W
A Y
G A
T E
G A
N T
R Y
C R
A
N N
E V
IL
L
E L
O C
K A
N D
D A
M
B D
D .1
S
-2 X
X X
.d g n
EL. 144.375' TOP OF RAIL
EL. 99.5' TOP OF RAIL
M A
T T
H E
W D
H
A N
S O
N P
.E
C O
L L
IN
R
P
O R
T E
R
P .E
N B
E
O K
IN
G
U P
S T
R E
A M
W A
S H
IN
G
T O
N -O
R E
G O
N C
O L
U M
B
IA
R
IV
E R
M .H
A N
S O
N ,P
E
S-101
C
SCALE: 3/8" = 1'-0"
LOOKING UPSTREAM
12" 0 2' 4' 6'
T
O P
O F
M A
IN
G
IR
D
E R
STAIRS
GOV FOR APPROVAL PRIOR TO CONSTRUCTION.
AUXILIARY HOIST MAINTENANCE PLATFORM. SUBMIT TO
EXISTING STAIRS TO ALLOW ACCESS TO THE EXISTING
CONTRACTOR TO MODIFY EXISTING PLATFORM AND (OR)
WHERE NEEDED.
PROVIDE OSHA APPROVED SAFETY GATE
WILL REQUIRE MODIFICATION FOR ACCESS.
MAITENANCE PLATFORMS (2 EACH CRANE)
THE EXISTING AUXILIARY HOIST
AND REPLACE IN KIND
CORRODED PLATES
(G6 ONLY) REMOVE
CONNECTION PLATES
PACK RUST BETWEEN
HOIST MAINTENANCE PLATFORMS.
PROVIDE ACCESS TO AUXILLIARY
PARAPET AND BUSS ASSMBLY
APPROVED ACCESS.
AS NEEDED TO ALLOW OSHA
MAINTENANCE PLATFORM, HANDRAILS
PLATFORM, EXISTING AUXILIARY HOIST
AND REPLACED. MODIFY EXISTING ACCESS
EXISTING OPERATORS CAB TO BE REMOVED
GENERAL NOTES:
REPLACEMENT SPECIFICS OF STRUCTURAL MEMBERS.
SEE THE SPECIFICATION FOR THE REPAIR AND2.
WORK ACCESS PLATFORM MODIFICATION SPECIFICS.
SEE SPEC SECTION 01 11 00.10 25: SUMMARY OF1.
(TROLLEY DETAILS NOT SHOWN)
EXISTING AUXILIARY HOIST TROLLEY
60'-0"
FOR INFORMATION ONLY: SUBJECT TO CHANGE IN PHASE 2 SOLICITATION
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
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
S I
E
S-204
IL
L W
A Y
G A
T E
G A
N T
R Y
C R
A
N N
E V
IL
L
E L
O C
K A
N D
D A
M
B D
D .1
S
-2 X
X X
.d g n
EL. 144.375' TOP OF RAIL
EL. 99.5' TOP OF RAIL
M A
T T
H E
W D
H
A N
S O
N P
.E
C O
L L
IN
R
P
O R
T E
R
P .E
N B
E
O K
IN
G
D O
W N
S T
R E
A M
W A
S H
IN
G
T O
N -O
R E
G O
N C
O L
U M
B
IA
R
IV
E R
M .H
A N
S O
N ,P
E
S-101
D
SCALE: 3/8" = 1'-0"
LOOKING DOWNSTREAM
3 DECIMAL PLACES
GENERAL
1 DECIMAL PLACE
` 0.010"
LINEAR FRACTIONAL
1 DECIMAL PLACE
TOLERANCES UNLESS OTHERWISE SPECIFIED
2 DECIMAL PLACES
SAWING, FLAME CUTTING,
SHEARING, AND BREAKING
STRUCTURAL SHAPES AND
WELDING
0 DECIMAL PLACES
` 0.1~
ANGULAR
` 0.001"
` 0.030"
LINEAR DECIMAL
` 0.5~
B
C
D
E
1 2 3 4 5
A
D E
S I G
N E
D
B
Y
D A
T E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
S U
B M
I T
T E
D
B
Y
P L
A
L E
P
L O
T
D
A T
E
S I Z
E
F I L
E
N
A M
E
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
M-001
B O
N N
E V
I L L
E
L O
M
C O
L U
M B
V
E R
W A
S H
I N
G T
O N
O
R E
G O
N
S P
I L
L W
T
E
G
A N
T R
Y
C
R A
N E
S
R E
L I A
B I L
I T
Y
R
E S
T O
R A
T I O
N
M E
C H
A N
I C
N
E R
A L
N
O T
E S
C M
E Y
E R
E
M I T
C H
E L
L D
P
E N
N
T O
U
T E
N K
R A
N Z
P
E
A N
S I
E
P O
R T
L A
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
N D
O
R E
G O
N
A D
V E
R T
I S
E
B D
D
S
P I L L
W A
Y
C
R A
C
H
S
E T i d w M
A R
K D
E S
C R
I P
T I O
N A
P P
R
D A
T E
MECHANICAL GENERAL NOTES:
1. INFORMATION, TOLERANCES, AND NOTES ON THIS SHEET APPLY TO ALL MECH. DRAWINGS, UNLESS NOTED
OTHERWISE.
2. NOMINAL THREAD CLASS FOR INTERNAL AND EXTERNAL THREADS IS UNC 2A/2B. WHEN THREADS ARE CUT FOR USE
WITH HOT-DIP GALVANIZED FASTENERS, ADJUST TOLERANCES PER ASTM A563.
3. PERFORM WELDING OF CARBON AND STAINLESS STEEL IN ACCORDANCE WITH THE SPECIFICATION
SECTION 05 05 23.17 26.
4. VARIOUS DIMENSIONS SHOWN ARE BASED ON SPECIFIED EQUIPMENT. ADJUSTMENTS MAY BE REQUIRED DEPENDING
ON EQUIPMENT SUPPLIED. ADJUSTMENTS MUST BE REPRESENTED ON THE SHOP DRAWINGS AND CONTRACTOR PROVIDED
AS-BUILT DRAWINGS, SUBJECT TO GOVERNMENT APPROVAL.
5. ALL LINEAR UNITS ARE FEET AND INCHES OR INCHES AND ALL ANGULAR UNITS ARE DEGREES, UNLESS SHOWN
OTHERWISE.
6. BREAK CORNERS AND EDGES, UNLESS SHOWN OTHERWISE.
7. PERFORM PAINTING OF MECHANICAL COMPONENTS IN ACCORDANCE WITH 09 97 02.10 26 PAINTING: STEEL STRUCTURES
UNLESS OTHERWISE SHOWN.
8. PARTS AND QUANTITIES SHOWN ARE FOR ONE CRANE ASSEMBLY. TWO CRANES ARE TO BE MODIFIED IN TOTAL.
9. DO NOT DEMOLISH OPTIONAL ITEMS WHICH WERE NOT AWARDED.
GANTRY CRANE REHABILITATION PARTS LIST
ITEM QTY NAME DESCRIPTION
1 2 MAIN HOIST BRAKE REHABILITATE
2 2 MAIN HOIST UPPER SHEAVE BLOCK
REHABILITATE (OPTIONAL)
3 2 MAIN HOIST LOWER SHEAVE BLOCK
REHABILITATE (OPTIONAL)
4 2 MAIN HOIST DRUM
REHABILITATE (OPTIONAL)
5 1 LIFTING BEAM
REHABILITATE (OPTIONAL)
6 1 TROLLEY TRAVEL MOTOR REPLACE
7 1 TROLLEY TRAVEL BRAKE REHABILITATE
8 2 GANTRY TRAVEL MOTOR REPLACE
9 2 GANTRY TRAVEL BRAKE REHABILITATE
10 2 MAIN HOIST WIRE ROPE REPLACE
11 2 AUXILIARY HOIST MOTOR REPLACE
12 2 AUXILIARY HOIST BRAKE REPLACE
13 2 AUXILIARY HOIST GEAR REDUCER REPLACE
14 2 AUXILIARY HOIST WIRE ROPE REPLACE
15 1 GENERATOR LEVEL ROOF PANELS
REPLACE (OPTIONAL)
16 1 GENERATOR SET REPLACE
17 1 SAFETY GUARD RAIL ADDITION
QUANTITIES LISTED ARE PER CRANE
FOR REPLACEMENT
REMOVE 15 HP MOTOR
FOR REHABILITATION
REMOVE LIMIT SWITCH
FOR REHABILITATION
REMOVE LIMIT SWITCH
FOR REPLACEMENT
REMOVE BRAKE
FOR REPLACEMENT
REMOVE 5 HP MOTOR
FOR REPLACEMENT
REMOVE 15 HP MOTOR
FOR REPLACEMENT
REMOVE 5 HP MOTOR
FOR REHABILITATION
REMOVE BRAKE
CONDUCTOR ANGLES
FROM CAGE TO
EAST
NORTH
WEST
SOUTH
L
L
L
-A
L L
L
L
W H
E E
L B
O S
E
C 15HP MOTOR NO 1
C B
R A
K E
C L
IM
IT
S W
IT
C
H N
O
C 15HP MOTOR NO 2
C 5HP MOTOR
NO 2543.52
TRUSS CENTERS
/2
RR 404Z
C B
R A
K E
-C R
/6
C R
-L S
C
C R
-9 -L
S
C
-A
C R
/6
KR 404Z
8 11/32 "
C L
IM
IT
S W
IT
C
H N
O
AUX HOIST LAYOUT - DEMOLITION
EXISTING LAYOUT.
CONFIRM IN THE FIELD CONTRACTOR TO ON THE DRAWINGS.
3. FIELD CONDITIONS MAY BE DIFFERENT THAN WHAT IS SHOWN
2. SEE REFERENCE DRAWING 477211.
1. ITEMS IN BOLD/GREEN TO BE REMOVED.
NOTES:
FOR INFORMATION ONLY SUBJECT TO CHANGE IN PHASE 2 SOLICITATION
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
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
R
A U
T E
N K
R A
N Z
P
.E
A N
S
M
IT
C
H E
L L
C
M E
Y E
R
C .S
T O
C K
M A
N
D E
M O
L T
IO
N
A U
X H
O
IS
T L
A Y
O U
T
R E
L
IA
B
IL
IT
Y
R E
S T
O R
A T
IO
N
MD101
:1
A D
V E
R T
IS
E
S P
IL
L
W A
Y G
A T
E G
A N
T R
Y C
R A
N E
S
W A
S H
IN
G
T O
N -O
R E
G O
N C
O L
U M
B
IA
R
IV
N N
E V
IL
L
E L
O C
K A
N D
D A
M
B D
D
.1
M D
X
X X
.d
REMOVE BRAKE
FOR REPLACEMENT
REMOVE 5 HP MOTOR
FOR REPLACEMENT
REMOVE 15 HP MOTOR
FOR REHABILITATION
ELECTRIC AND HYDRAULIC BRAKE
REMOVE COMBINATION
FOR REPLACEMENT
REMOVE 30 HP MOTOR
FOR REHABILITATION
ELECTRIC AND HYDRAULIC BRAKE
REMOVE COMBINATION
FOR REPLACEMENT
REMOVE 30 HP MOTOR
FOR REPLACEMENT
REMOVE GENERATOR SET
FOR REHABILITATION
REMOVE BRAKE
FOR REPLACEMENT
REMOVE 30 HP MOTOR
FOR REHABILITATION
REMOVE MAIN HOIST DRUMS
FOR REHABILITATION
REMOVE MAIN HOIST DRUMS
/3
O V
E R
A L
L
/6
S P
A N
10 59/64 "
2'-3 63/64 "
3 55/64 "
GANTRY CRANE PLAN VIEW - DEMOLITION
3. FIELD CONDITIONS MAY BE DIFFERENT THAN WHAT IS SHOWN
2. SEE REFERENCE DRAWING 472361.
1. ITEMS IN BOLD/GREEN TO BE REMOVED.
NOTES:
FOR INFORMATION ONLY SUBJECT TO CHANGE IN PHASE 2 SOLICITATION
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
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
R
A U
T E
N K
R A
N Z
P
.E
A N
S
M
IT
C
H E
L L
C
M E
Y E
R
C .S
T O
K M
A N
D E
M O
L
IT
IO
N
G A
N T
R Y
C R
A N
E P
L A
N V
IE
W
R E
L
IA
B
IL
IT
Y
R E
S T
O R
A T
IO
N
MD102
:1
A D
V E
R T
IS
E
S P
IL
L
W A
Y G
A T
E G
A N
T R
Y C
R A
N E
S
W A
S H
IN
G
T O
N -O
R E
G O
N C
O L
U M
B
IA
R
IV
N N
E V
IL
L
E L
O C
K A
N D
D A
M
B D
D
.1
M D
X
X X
.d
FOR REHABILITATION
ELECTRIC AND HYDRAULIC BRAKE
REMOVE COMBINATION
FOR REPLACEMENT
REMOVE 30 HP MOTOR
FOR REHABILITATION
ELECTRIC AND HYDRAULIC BRAKE
REMOVE COMBINATION
FOR REPLACEMENT
REMOVE 30 HP MOTOR
FOR REPLACEMENT
AND 30 HP MOTOR
BRAKE FOR REHABILITATION
ELECTRIC AND HYDRAULIC
REMOVE COMBINATION
2'-2 1/64 "2'-2 1/64 "
3'-3 1/64 "
/6
/3
9 3/4 "2'-7 1/64 " 2
/6
/6
/6
/6
2'-2 1/64 "
/2
/8
/4
/4
/3
/6
/4
/4
13"
/3
.5
.1
.6
8 4 3/6
4 "
24 3/8 "
20 3/64 "
/3
/3
/6
/6
12 19/32 "
16 15/16 " 3 51/64 "
/3
4 21/64 "12 15/32 "17 11/32 "4 21/64 "
2 1/2 " 23 1/2 "
24 7/64 " 14 29/32 "
21 43/64 " 22 3/4 " 22 3/4 " 22 3/4 "22 3/4 "
/6
/3
/6
/6
43/64 "
18'-7 59/64 " BUMPER FREE
17 11/32 "
35 49/64 "
3'-6" SPRINGS COMPRESSED
3'-9 33/64 " 4'-4 1/64 " 3'-9 33/64 " 4'-1 27/32 " SPRINGS FREE
60'-0" C TO C OF LEGSLL34'-0" SPAN
/1
D
IA
7 3 /64
7 3 /64
6" RECESSED PIN NUT
STRUCTURAL STL TRUCK
TOWING COUPLER
SPRING BUMPER
STRUCT STL FENDER
MAX WL
171.36# BETH STEEL CO RAIL
129 T 4 DP
19 T 2 DP 66 T 2 DP109 T 3 DP
19 T 4 DP
SKF-22230 AXLE BEARINGS
NICKEL STL AXLES
NICKEL STL PINS
BOTTOM TIE
COVER
WEATHERPROOF
RPM
FRAME 444-865
SPLASH PROOF MOTOR
30 HP GE ENCLOSED
66 T 2 DP
95,516 RUNNING
148,000 STANDING
23 1/32 "R
6.
AND HYDRAULIC BRAKE
16" X 6 1/4" COMBINATION ELECTRIC
STRUCTURAL STL EQUALIZER
GANTRY CRANE MOTOR AND BRAKE - DEMOLITION
3. FIELD CONDITIONS MAY BE DIFFERENT THAN WHAT IS SHOWN
2. SEE REFERENCE DRAWING 47411.
1. ITEMS IN BOLD/GREEN TO BE REMOVED.
NOTES:
FOR INFORMATION ONLY SUBJECT TO CHANGE IN PHASE 2 SOLICITATION
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
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
R
A U
T E
N K
R A
N Z
P
.E
A N
S
M
IT
C
H E
L L
C
M E
Y E
R
C .S
T O
K M
A N
D E
M O
L
IT
IO
N
G A
N T
R Y
C R
A N
E M
O T
O R
A N
D B
R A
K E
R E
L
IA
B
IL
IT
Y
R E
S T
O R
A T
IO
N
MD103
:1
A D
V E
R T
IS
E
S P
IL
L
W A
Y G
A T
E G
A N
T R
Y C
R A
N E
W A
S H
IN
G
T O
N -O
R E
G O
N C
O L
U M
B
IA
R
IV
N N
E V
IL
L
E L
O C
K A
N D
D A
M
B D
D
.1
M D
X
X X
.d g
REMOVE 30 HP MOTOR
FOR REHABILITATION
REMOVE BRAKE
FOR REHABILITATION
REMOVE GENERATOR SET
FOR REHABILITATION
SHEAVE BLOCK
REMOVE UPPER HOIST
FOR REPLACEMENT
REMOVE GENERATOR SET
FOR REPLACEMENT
REMOVE MOTORS
FOR REHABILITATION
SHEAVE BLOCK
REMOVE LOWER HOIST
FOR REHABILITATION
SHEAVE BLOCK
REMOVE UPPER HOIST
FOR REHABILITATION
SHEAVE BLOCK
REMOVE LOWER HOIST
FOR REHABILITATION
SHEAVE BLOCK
REMOVE LOWER HOIST
FOR REHABILITATION
REMOVE BRAKE
FOR REHABILITATION
REMOVE LIFTING BEAM
FOR REHABILITATION
REMOVE LIFTING BEAM
FOR REHABILITATION
REMOVE MAIN HOIST DRUMS
FOR REHABILITATION
REMOVE MAIN HOIST DRUMS
GENERATING
AUX GAS
M
A X
IM
U
M L
IF
T
A U
X
IL
IA
R
Y H
O
IS
T
L
IM
IT
O
F T
R A
V E
L O
F
DECK~EL +97.0
39'-8 5/16 "
/6
750W
TOP OF RAIL~EL +143.25
@ 10#/0 FT
MAXIMUM WIND
@ 30#/0 FT
MAXIMUM WIND
TOP OF RAIL~EL +99.5
750W
750W
750W
750W
C OF TROLLEYL
SET
ENGINE
750W
23'-4 3/16 "
9 11/32 '21 1/64 '9 11/32 '
/3
23'-4 3/16 "
3'-7 3/16 "
2'-11 1/64 "
3'-7 3/16 "4'-5 45/64 "
MAIN TROLLEY
GANTRY
EL +136.25
LIFTING BEAM
EL +144.375
AUXILIARY TROLLEY
CAB
IN RAISED POSITION
30' GATE SECTION
M A
X
IM
U M
M A
X L
IF
T
4 43/64 '
9'-11 5/64 "
19 27/32 '
3 1/2 '
9'-11 5/64 "
7"
LADDER
8'-2 1/16 "
CONDUCTORS.
RECESS FOR CURRENT
30,000 LBS
GRAPPLE & LOAD
/3
M A
X C
L E
A R
A N
C E
39'-8 5/16 "
19'-10 5/32 " 19'-10 5/32 "
TOP OF GATE, IN PLACE
EL +97.0
C O
F H
O O
K L C O
F H
O O
K L
/3
23'-4 3/16 "
70'- 35/64 "
7'-11 47/64 "54'-1 3/32 "7'-11 47/64 "
SPRING BUMPER
GEAR CASE
COLLECTOR ARM
DF-TAPER TREAD
36" DIA WHEELS
SPRING BUMPER
SIREN
CAB
LIFTING BEAM
WALK
1000W FLOODLIGHT
WALK
1000W FLOODLIGHT
GANTRY FRAME
2'-6" BELOW TOP OF
PLAN
ELEVATION~LOOKING NORTH
ELEVATION~LOOKING WEST
FOR REHABILITATION
REMOVE MAIN HOIST DRUMS
FOR REHABILITATION
SHEAVE BLOCK
REMOVE UPPER HOIST
EXISTING LAYOUT.
CONFIRM IN THE FIELD CONTRACTOR TO ON THE DRAWINGS.
4. FIELD CONDITIONS MAY BE DIFFERENT THAN WHAT IS SHOWN
3. SEE REFERENCE DRAWING M-4-30-14 R3.
2. SEE SHEET MD102 FOR PLAN VIEW OF THESE COMPONENTS.
1. ITEMS IN BOLD/GREEN TO BE REMOVED.
NOTES:
FOR INFORMATION ONLY SUBJECT TO CHANGE IN PHASE 2 SOLICITATION
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
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
R
A U
T E
N K
R A
N Z
P
.E
A N
S
M
IT
C
H E
L L
C
M E
Y E
R
C S
T O
K M
A N
C A
P A
C
IT
IE
S
W
E
IG
H T
S D
E M
O L
IT
IO
N S
P
IL
L W
A Y
C R
A N
E G
E N
E R
A L
A S
S E
M B
L Y
R E
L
IA
B
IL
IT
Y
R E
S T
O R
A T
IO
N
MD104
:1
A D
V E
R T
IS
E
S P
IL
L
W A
Y G
A T
E G
A N
T R
Y C
R A
N E
S
W A
S H
IN
G
T O
N -O
R E
G O
N C
O L
U M
B
IA
R
IV
N N
E V
IL
L
E L
O C
K A
N D
D A
M
B D
D
.1
M D
X
X X
.d g
FOR REHABILITATION
SHEAVE BLOCK
REMOVE LOWER HOIST
FOR REHABILITATION
REMOVE BRAKE
FOR REPLACEMENT
REMOVE 30 HP MOTOR
FOR REHABILITATION
REMOVE BRAKE
FOR REPLACEMENT
REMOVE 30 HP MOTOR
FOR REHABILITATION
REMOVE BRAKE
FOR REHABILITATION
SHEAVE BLOCK
REMOVE UPPER HOIST
TROLLEY LAYOUT - DEMOLITION
46'-3" HOOK CENTERS
SKF #22232
L
TYPE
CUT OUT
COUPLING
FLEXIBLE
222232
SKF
22232
SKF
L
FRAME MR-505
L
L L
L
WITH #12 GA STEEL
SIDES AND ROOF COVERED
SKF 22230
AXLE BRGS
TRACK WHEEL
TO OPEN TO OPEN
B O
T T
L -8
X
X
/4
T O
P L
-6 X
X
/8
O F
L
B T
O B
L
C B
R A
K E
L
L
L
875X1X14X54X11
123X84X12X8
= 21 FRMMH
865X1X14X33X11
63X77X12
= 21 FRMCT
L
LIFTING BEAM
13 7/8 "
6'-2 7/32 " 6'-7 1/64 "
12'-9 15/64 "
24 5/32 "
3 47/64 "
1 39/64 "
10 15/16 "
1 39/64 "
/3
P F
13/32 " 2'-11 15/64 "2'-11 15/64 " 13/32 "16 11/16 "
4'-4 21/64 "4'-4 21/64 "11 3/4 "
16 11/16 "
/3
.1
.7
" C
B
R A
K E
W H
E E
L
3 47/64 "10 9/64 "5 7/8 " 36 @ 1 3/8"=4'-4 55/64 "1 39/64 "1 39/64 "36 @ 1 3/8"=4'-4 55/64 " 5 7/8 "
10 43/64 "4 17/64 "3 47/64 "
/6
" #7 FOST'S
S K
F
/3
S F
13/64 "26 19/64 "
25 15/64 " 25 15/64 "
COUPLING
#7 FOST FLEXIBLE
STEEL DOOR
2'-10"X7'-6" DOUBLE
ROUGH TURN7
/3
/6
P F
/6
MOTOR
C 60 HP 440V
4'-3 23/32 "24 9/16 "
C B
R A
K E
T
O
G E
A R
R E
D U
C E
R
C T
R O
L L
E Y
C
H E
R R
IN
G
B O
N E
COUPLING
FLEXIBLE
#3 FOST
THIS END ONLY-DOOR 2'-8"X7'-7"
PLAT FROM, DOOR AND LADDER
/6
" BRG ROLLWAY WSB #217
TROLLEY LINE SHAFT
/6
21 3/32 " 13/64 "22 5/32 "
3'-7 29/64 "
MOTOR
C 30 HP 440V
SKF #22220
8'-6 33/64 "8'-6 33/64 "
17'-1 1/64 "
/6
R E
D U
C E
R
T
O
H E
R R
IN
G
B O
N E
G E
A R
C
/4
/6
/3
2'-8 45/64 " 8'-6 33/64 "8'-6 33/64 "
41 41/64 "
/1
16 9/32 "
C G
A N
T
Y
13/32 "
/3
2'-8 45/64 " OS
20 9/32 "
/3
/4
OVER GATE HOOKS
19 57/64 " WITH C TROLLEY
22 27/64 " 22 27/64 "
6'-4 57/64 "
2'-1 5/8 "
7 15/16 "7 15/16 "
6'-4 57/64 "
12'-9 49/64 " 2'-1 5/8 "
/8
/6
C
B
22 27/64 "22 27/64 " 7'-4 3/32 "
60'-0" SPAN
/8
/6
/3
/8
/6
/3
/1 "5
/6
/1
/3
/1
/6
6 1 5/1
6 "
2'-8 1/32 "
2'-3 49/64 "
TW
3/
4" R
/3
.4
.6
/4
17 5/64 "3 13/64 "
/6
"6
/3
/3
/6
21/64 " CHECKERED FLOOR PLATE
/3
2'-3 19/64 " 17/64 " 2'-3 19/64 " 17/64 "
/1 "2
/8
/6
/6
C B
/6
11 3/4 " 5 11/32 "
2'-3 3/32 "
/1
.4
/1
20 9/16 "
/4
/2
/3
/6
15/32 "
22 27/64 " 17/32 "
15/32 "
/3
/1
/6
/3
4' R
1/
TO OPEN
GRATING
LC
G
A N
T R
Y
L E
Y
/6 " D
IA
14T-11/2" TO STUB TEETH
C PO
T R
U S
T L
O P
O F
14T-2DP STUB TEETH
77T-2DP STUB TEETH
COUPLING
#4 FOST FLEXIBLE
COUPLING
FLEXIBLE
2 1/2" FOST
COUPLING
#4 FAST FLEXIBLE
EL 144.375'
EACH END
6 STRANDS-37 WIRES HEMP CENTER
16-PARTS 1 1/4" MONITOR STEEL ROPE
5/
D
IA
84T-1 1/ 2" DP STUB TEETH
3. FIELD CONDITIONS MAY BE DIFFERENT THAN WHAT IS SHOWN
2. SEE REFERENCE DRAWING 477901 R4.
1. ITEMS IN BOLD/GREEN TO BE REMOVED.
NOTES:
FOR INFORMATION ONLY SUBJECT TO CHANGE IN PHASE 2 SOLICITATION
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E :P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
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
R A
U T
E N
K R
A N
Z
P .E
A N
S
M
IT
C H
E L
L
C M
E Y
E R
C
S T
O K
M A
N
D E
M O
L
IT
IO
N
T R
O L L E
Y L
A Y
O U
T R
E L
IA
B
IL
IT
Y
R E
S T
O R
A T
IO
N
MD105
:1
A D
V E
R T
IS
E
S P
IL
L W
A Y
G A
T E
G A
N T
R Y
C R
A N
E S
W A
S H
IN
G
T O
N -O
R E
G O
N C
O L
U M
B
IA
R
IV
N N
E V
IL
L
E L
O C
K A
N D
D A
M
B D
D .1
M
D X
X X
.d g
D
E
1 2 3 4 5
A
D E
S I G
N E
D
B
Y
D A
T E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
S U
B M
I T
T E
D
B
Y
P L
A
L E
P
L O
T
D
A T
E
S I Z
E
F I L
E
N
A M
E
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
M-101
B O
N N
E V
I L L
E
L O
M
C O
L U
M B
V
E R
W A
S H
I N
G T
O N
O
R E
G O
N
S P
I L
L W
T
E
G
A N
T R
Y
C
R A
N E
S
R E
L I A
B I L
I T
Y
R
E S
T O
R A
T I O
N
G E
N E
R A
L
P
L A
N
A
E
V A
T I
M
E Y
E R
E
M
I T
C H
E L
L D
P
E
U
T E
N K
R A
N Z
P
E
A N
S I
E
P O
R T
L A
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
N D
O
R E
G O
N
A D
V E
R T
I S
E
B D
D
S
P I L L
W A
Y
C
R A
C
H
S
E T i d w M
A R
K D
E S
C R
I P
T I O
N A
P P
R
D A
T E
270'-0" REF
630'-0" REF
BAFFLE BLOCK
TYP
GANTRY CRANE 6
GANTRY CRANE 5
BONNEVILLE SPILLWAY ELEVATION
50'-0" REF
TYP BAY WIDTH
F L
O W
P1
BAY 5
BAY 11
NORTH SOUTH
1080'-0" REF
A-1
A-1
A-2q SPILLWAY &
PIER 9
M-102
BONNEVILLE SPILLWAY PLAN
GENERAL SHEET NOTES:
1. DIMENSIONS ARE SHOWN FOR REFERENCE
AND TO ILLUSTRATE RELATIVE SCALE.
2. LINEWEIGHT LEGEND:
GREY TONE: EXISTING ITEMS
RED TONE: NEW OR REHABILITATED ITEMS
D
E
1 2 3 4 5
A
D E
S I G
N E
D
B
Y
D A
T E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
S U
B M
I T
T E
D
B
Y
P L
A
L E
P
L O
T
D
A T
E
S I Z
E
F I L
E
N
A M
E
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
M-102
B O
N N
E V
I L L
E
L O
M
C O
L U
M B
V
E R
W A
S H
I N
G T
O N
O
R E
G O
N
S P
I L
L W
T
E
G
A N
T R
Y
C
R A
N E
S
R E
L I A
B I L
I T
Y
R
E S
T O
R A
T I O
N
G A
N T
A
N E
E L
E V
A T
I O
N
A
C
T I O
N
V
I E
W
C
M
E Y
E R
E
M
I T
C H
E L
L D
P
E
U
T E
N K
R A
N Z
P
E
A N
S I
E
P O
R T
L A
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
N D
O
R E
G O
N
A D
V E
R T
I S
E
B D
D
S
P I L L
W A
Y
C
R A
C
H
S
E T i d w M
A R
K D
E S
C R
I P
T I O
N A
P P
R
D A
T E
EL. 97'
ROADWAY DECK
EL. 21.94'
SPILLWAY OGEE
FLOW
R
E F
H O
I S
T
R
E F
MAIN HOIST
TROLLEY BUILDING
A
EXISTING
SPILLWAY GATE
B
M-103
SCALE:
M-101 1/8" = 1'-0"
DETAIL
SCALE:
A
1/8" = 1'-0"
17'-0" REF
1. DIMENSIONS ARE SHOWN FOR REFERENCE
AND TO ILLUSTRATE RELATIVE SCALE.
2. LINEWEIGHT LEGEND:
3. NUMBERED ITEM CALLOUTS REFER TO THE ITEM LIST
ON SHEET M-001.
4. FOR MORE INFORMATION SEE DRAWING INDEX
SHEET G-002 FOR INFORMATIONAL DRAWING LIST.
EL. 126.75'
TOG IN HIGH POSITION
EL. 144.36'
MAIN TROLLEY RAIL
EL. 97'
ROADWAY DECK
MAIN HOIST
TROLLEY BUILDING
MAIN HOIST TROLLEY
DRIVE MACHINERY
EXISTING
SPILLWAY GATE
EXISTING ROADWAY
DECK PLATE
13 12
M-105
M-104
5' 0 5' 10'
SCALE: 1
8"= 1'-0"
D
E
1 2 3 4 5
A
D E
S I G
N E
D
B
Y
D A
T E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
S U
B M
I T
T E
D
B
Y
P L
A
L E
P
L O
T
D
A T
E
S I Z
E
F I L
E
N
A M
E
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
M-103
B O
N N
E V
I L L
E
L O
M
C O
L U
M B
V
E R
W A
S H
I N
G T
O N
O
R E
G O
N
S P
I L
L W
T
E
G
A N
T R
Y
C
R A
N E
S
R E
L I A
B I L
I T
Y
R
E S
T O
R A
T I O
N
G A
N T
A
A
N
V
I E
W
E L
E V
A T
I O
N
A
T
A I L
V
I E
W S
C
M
E Y
E R
E
M
I T
C H
E L
L D
P
E
U
T E
N K
R A
N Z
P
E
A N
S I
E
P O
R T
L A
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
N D
O
R E
G O
N
A D
V E
R T
I S
E
B D
D
S
P I L L
W A
Y
C
R A
C
H
S
E T i d w M
A R
K D
E S
C R
I P
T I O
N A
P P
R
D A
T E
F L
O W
C
MAIN HOIST TROLLEY
BUILDING
SECTION
SCALE:
B
1/8" = 1'-0"
SCALE:
C
1/8" = 1'-0"
ROTATED FOR CLARITY
SECTION
SCALE:
D
3/16" = 1'-0"
EXISTING
GANTRY FRAME
EXISTING
GANTRY CRANE
TRUCK ASSEMBLY
SCALE:
1/2" = 1'-0"
GANTRY CRANE NOT SHOWN FOR CLARITY
DETAIL
AUX HOIST
MACHINERY
TROLLEY
EXISTING SAFETY
GUARD RAIL
1615 6
1. LINEWEIGHT LEGEND:
2. NUMBERED ITEM CALLOUTS REFER TO THE ITEM LIST
ON SHEET M-001.
5' 0 5' 10'
SCALE: 1
8"= 1'-0" 12" 0 1' 2' 3' 4'
SCALE: 1
2"= 1'-0"
12"0 5' 10'
SCALE: 3
16"= 1'-0"
D
E
1 2 3 4 5
A
D E
S I G
N E
D
B
Y
D A
T E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
S U
B M
I T
T E
D
B
Y
P L
A
L E
P
L O
T
D
A T
E
S I Z
E
F I L
E
N
A M
E
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
M-104
B O
N N
E V
I L L
E
L O
M
C O
L U
M B
V
E R
W A
S H
I N
G T
O N
O
R E
G O
N
S P
I L
L W
T
E
G
A N
T R
Y
C
R A
N E
S
R E
L I A
B I L
I T
Y
R
E S
T O
R A
T I O
N
M A
I S
T
L O
W E
R
B
L O
S
E M
B L Y
C
M
E Y
E R
E
M
I T
C H
E L
L D
P
E
U
T E
N K
R A
N Z
P
E
A N
S I
E
P O
R T
L A
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
N D
O
R E
G O
N
A D
V E
R T
I S
E
B D
D
S
P I L L
W A
Y
C
R A
C
H
S
E T i d w M
A R
K D
E S
C R
I P
T I O
N A
P P
R
D A
T E
SIDE PLATE
CENTER SHEAVE GUARD
39" SHEAVE
THRUST WASHER
ROLLWAY BEARING
WITHOUT INNER RACE
THRUST WASHER
SEPARATOR
39" SHEAVE
THRUST WASHER
ROLLWAY BEARING
WITHOUT INNER RACE
THRUST WASHER
SIDE PLATE
SHEAVE GUARD
36" SHEAVE
THRUST WASHER
ROLLWAY BEARING
WITHOUT INNER RACE
THRUST WASHER
36" SHEAVE
THRUST WASHER
ROLLWAY BEARING
WITHOUT INNER RACE
THRUST WASHER
SHEAVE HANGER
ASSEMBLY
SIDE PLATE
36" SHEAVE
THRUST WASHER
ROLLWAY BEARING
WITHOUT INNER RACE
THRUST WASHER
SHEAVE PIN
END SHEAVE GUARD
E
SECTION
SCALE:
E
1" = 1'-0"
LOWER HOIST SHEAVE BLOCK
EXPLODED VIEW
NTS
KEEPER PLATE
n n
BEARING
MATERIAL:
PER:
NO. REQD:
3" = 1'-0"
NA
CMAA 70
F
SECTION
SCALE:
F
3" = 1'-0"
SCALE:
M-102 1" = 1'-0"
12"
SCALE: 1"= 1'-0"
6" 0 1'
SCALE: 3"= 1'-0"
0 3" 6" 12"
1. REHABILITATION WORK OF THE SHEAVE BLOCK IS PART OF
AN OPTIONAL CLIN ITEM.
D
E
1 2 3 4 5
A
D E
S I G
N E
D
B
Y
D A
T E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
S U
B M
I T
T E
D
B
Y
P L
A
L E
P
L O
T
D
A T
E
S I Z
E
F I L
E
N
A M
E
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
M-105
B O
N N
E V
I L L
E
L O
M
C O
L U
M B
V
E R
W A
S H
I N
G T
O N
O
R E
G O
N
S P
I L
L W
T
E
G
A N
T R
Y
C
R A
N E
S
R E
L I A
B I L
I T
Y
R
E S
T O
R A
T I O
N
M A
I S
T
U P
P E
R
B
L O
S
E M
B L Y
C
M
E Y
E R
E
M
I T
C H
E L
L D
P
E
U
T E
N K
R A
N Z
P
E
A N
S I
E
P O
R T
L A
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
N D
O
R E
G O
N
A D
V E
R T
I S
E
B D
D
S
P I L L
W A
Y
C
R A
C
H
S
E T i d w M
A R
K D
E S
C R
I P
T I O
N A
P P
R
D A
T
UPPER HOIST SHEAVE BLOCK
1"=1'-0"
UPPER HOIST SHEAVE BLOCK
1"=1'-0"
TOP PLATE
SEPARATOR
36" SHEAVE
THRUST WASHER
ROLLWAY BEARING
WITHOUT INNER RACE
THRUST WASHER
SIDE PLATE
36" SHEAVE
THRUST WASHER
ROLLWAY BEARING
WITHOUT INNER RACE
THRUST WASHER
36" SHEAVE
END PLATE
STIFFENER
SHEAVE PIN
SCALE:
UPPER HOIST SHEAVE BLOCK
EXPLODED VIEW
NTS
SECTION
SCALE:
G
H
SIDE PLATE
KEEPER PLATE
THRUST WASHER
ROLLWAY BEARING
WITHOUT INNER RACE
THRUST WASHER
36" SHEAVE
END PLATE
KEEPER PLATE
SHEAVE PIN
G
H
SCALE:
M-102 1" = 1'-0"
12"
SCALE: 1"= 1'-0"
6" 0 1'
BEARING
MATERIAL:
PER:
NO. REQD:
3" = 1'-0"
NA
CMAA 70
J
SECTION
SCALE:
J
3" = 1'-0" n
1. REHABILITATION WORK OF THE SHEAVE BLOCK IS PART OF
AN OPTIONAL CLIN ITEM.
OR
OL OL
OR
B
A
E-01
E-02
E-05
J
X X/M
DISCONNECT SWITCH
POWER TRANSFORMER (ONE LINE DIAGRAM)
OVERLOAD RELAY
FUSE
VOLTAGE OR CONTROL TRANSFORMER
INDICATES TRIP RATING IN AMPERES
METAL ENCLOSED AIR CIRCUIT, NUMBER
ELECTRICALLY-OPERATED, DRAWOUT TYPE,
NUMBER INDICATES SHEET REFERENCED
LETTER INDICATES SECTION
SECTION REFERENCE
JUNCTION BOX
XX/M MAG ONLY RATING SHOWN
OR MOTOR CIRCUIT PROTECTOR
XXXA CURRENT RATING NOTED
CIRCUIT BREAKER
(MCC, PANELBOARD, ETC)
MAJOR ELECTRICAL EQUIPMENT
CONNECTION TO GROUND BUS
(NORMALLY OPEN)
CONTACTS
V
NON-FUSED HP RATED DISCONNECT SWITCH
SURGE ARRESTER
TELEPHONE DATA FLOOR RECEPTACLE
DATACOMM WALL RECEPTACLE
N.O. PUSH BUTTON
N.C. PUSH BUTTON
INTEGRAL MOTOR STARTER
VFD
(NUMBER INDICATES NEMA SIZE RATING)
COMBINATION MOTOR STARTER
FUSED HP RATED DISCONNECT SWITCH
DISCONNECTING DEVICE (BUS STAB, PLUG/RECEPT, ETC.)
125V, 20A DUPLEX RECEPTACLE
240V RECEPTACLE
50KW
WALL MOUNTED EXTERIOR AREA LED LIGHT FIXTURE
125V, 20A QUADPLEX RECEPTACLE
MOTOR OPERATED VALVE
RESISTIVE LOAD BANK
DIGITAL MULTI-METER
MR
DM
MULTI-FUNCTION SOLID-STATE RELAY
PLC BLOCK
RESISTOR
SURGE CAPACITOR
FIXTURE
SURFACE MOUNTED INDUSTRIAL STRIP LED LIGHT
POSITION SWITCH
AC CONTACTOR
MANUAL TRANSFER DEVICE
THERMOSTAT
UNDERVOLTAGE
TRANSFORMER TEMPERATURE
CONTACTOR (OPERATING COIL)
OVERCURRENT - NEUTRAL/GROUND
AUTOMATIC TRANSFER RELAY
CONDUIT CAPPED BELOW FIN. GRADE
GROUND INSERT IN FLOOR
CONDUIT EXPOSED
CONDUIT EMBEDDED IN FLOOR OR WALL
G.I.
LIMIT SWITCH (N.C.)
(N.O., CLOSES ON DROPPING TEMPERATURE)
TEMPERATURE SWITCH
LIMIT SWITCH (N.O.)
G
SPD
GENERATOR
SURGE PROTECTION DEVICE
T
M
T
M
CCTV CAMERA, FIXED
CCTV CAMERA, PTZ (PAN, TILT, ZOOM)
K KIRK-KEY BREAKER INTERLOCK DEVICE
IN
PLC INPUT
51N
PER CABLE SCHEDULE
NEW POWER OR CONTROL CIRCUIT IDENTIFICATION
NEW CONDUIT IDENTIFICATION PER CONDUIT SCHEDULEXYZ
XX
PLC OUTPUT
XFMR
W/
WT
WP
W
VS
VM
VFD/VSD
VAM
V
UPS
U/S
UH
UG
TYP
TR
TOC
TC
TB
SV
STB
SSCP
SS
SPST
SPDT
SPD
S/N
SM
SG
SF
SA
RN
RGS
REF
RCPT
Q
PWWC
PVC
PTT
PSS
PSF
PS
PR
PNL
PH
PDB
PC
PB
PART
OTS
OL
NP
NO
NC
NA
N
(N)
MPC
MS
MLO
MH
MD
MCP
MCC
MCB
M/MTR
L/R
LR
LTR
LTG
LT-FLEX
LGR
LC
J/JB
IPS
INST
INCAND
IG
HTR
HRG
HID
HH
GI
GFE
GFCI
GALV
G/GND
GAM
FVR
FVNR
F/O
FTLDP
FLUOR
FLR
FDR
FCSP
FCB
F,FU
EXST
EMC
EM
EL
EGAM
EF
EGC
D/S
DIV
DGAM
CV
CT
CS
CRT
CPU
CPT
CPMP
CGB
CKT
CB
C
BK
BCG
AWG
ATS
AT
ARMS
AL
AIR
AIC
AFG
AFF
AF
A
TRANSFORMER
WITH
WATERTIGHT
WEATHERPROOF
WATT
VOLTMETER SWITCH
VOLTMETER
VARIABLE FREQUENCY DRIVE
VALVE ACTUATOR MOTOR
VOLTS
UNINTERRUPTIBLE POWER SUPPLY
UPSTREAM
UNIT HEATER
UNDERGROUND
TYPICAL
TRIAD
TRUCK OPERATED CONTACT
TERMINAL CABINET
TERMINAL BLOCK
SOLENOID VALVE
SHORTING TERMINAL BLOCK
SANITARY SEWER CONTROL PANEL
STAINLESS STEEL / SOFT STARTER
SINGLE-POLE SINGLE-THROW
SINGLE-POLE DOUBLE-THROW
SURGE PROTECTION DEVICE
SOLID NEUTRAL
SINGLE MODE (FIBER)
SWITCHGATE
SUPPLY FAN
SURGE ARRESTOR
RUN
RIGID GALVANIZED STEEL CONDUIT
REFERENCE INFORMATION
RECEPTACLE
QUARTS LIGHTING
POTABLE WATER WELL CONTROLLER
POLYVINYL CHLORIDE CONDUIT
PUSH TO TEST
PRE-SORT SUPPLY
PRE-SORT FLUME
PRESSURE SWITCH
PAIR
PANEL
PHASE
POWER DISTRIBUTION BLOCK
PHOTOCELL
PULL BOX
PARTIAL
BELL ALARM CONTACT
OVERLOAD RELAY
NAMEPLATE
NORMALLY OPEN
NORMALLY CLOSED
NON-AUTOMATIC
NEUTRAL
NEW
MINI-POWER CENTER (XFMR AND PNL)
MOTOR STARTER
MAIN LUGS ONLY
MANHOLE / METAL HALIDE
MOTION DETECTOR
MOTOR CIRCUIT PROTECTOR
MOTOR CONTROL CENTER
MAIN CIRCUIT BREAKER
MOTOR
LOCAL/REMOTE
LATCHING RELAY
LIGHTING TRANSFORMER
LIGHTING
LIQUID TIGHT FLEX CONDUIT
LIGHTING RECEPTACLE
LIGHT CONTACTOR
JUNCTION BOX
INTAKE AND PUMP STRUCTURE
INSTANTANEOUS
INCANDESCENT
ISOLATED GROUND
HEATER
HIGH RESISTANCE GROUND
HIGH INTENSITY DISCHARGE
HAND HOLE
GROUND INSERT
GOV'T FURNISHED EQUIPMENT
GND, FAULT CIRCUIT INTERRUPTER
GALVANIZED
GROUND
GATE ACTUATOR MOTOR
FULL VOLTAGE REVERSING
FULL VOLTAGE NON-REVERSING
FIBER OPTIC
FUEL TANK LEAK DETECTION PANEL
FLUORESCENT LIGHTING
FLOOR
FEEDER
FUEL CLEANING SYSTEM PANEL
FEEDER CIRCUIT BREAKER
FUSE
EXISTING
ELECTROMAGNETIC COMPATIBILITY
EMERGENCY
ELEVATION
ENTRANCE GATE ACTUATOR MOTOR
EXHAUST FAN
EQUIPMENT GROUNDING CONDUCTOR
DOWNSTREAM
DIVISION
DIFFUSION GATE ACTUATOR MOTOR
CABLE VAULT
CABLE TRAY / CURRENT TRANSFORMER
COUNTING STATION
CATHODE RAY TUBE
CENTRAL PROCESSING UNIT
CONTROL POWER XFMR
CIRCULATING PUMP
CABLE GLAND BUSHING
CIRCUIT
CIRCUIT BREAKER
CONDUIT
BRAKE
BARE COPPER GROUND
AMERICAN WIRE GAUGE
AUTOMATIC TRANSFER SWITCH
AMPERE TRIP
ARC REDUCTION MAINTENANCE SWITCH
ALUMINUM
AMPERE INTERRUPTING RATING
AMPERE INTERRUPTING CAPACITY
ABOVE FINISHED GRADE
ABOVE FINISHED FLOOR
AMP FUSE, AMP FRAME
AMMETER, AMPERE
ZZ
ZV
ZT
ZS
YS
XMTR
WS
VT
VS
UTP
TVSS
TT
TI
TE
TDR
T/XFMR
SV
STP
STA
SS
SOL/SV
SGCC
SCR
SCADA
S/N
RLS
RIO
REG
PY
PWR
PTT
PT
PS
PRX
PRV
PLC
PL
PI
PDT
PCR
PCP
PCL
PC
PBL
PB
PA
NS
MIT
ME
MCR
LT
LS
LE
LC
IR
IY
I/P
I/O
HV
HMI
HOA
FZ
FWS
FU
FM
FC
ETM
DT
DSA
DRS
DPM
DO
DTAP
DNET
DI
CV
CU
CS
CR
CP
AWS
AUX
AO
ALM/AH
AIR
AI
POSITIONING LINEAR ACTUATOR (ELECT)
PNEUMATIC PISTON ACTUATOR
POSITION TRANSMITTER
LIMIT SWITCH
AUX ATS SWITCH
TRANSMITTER
WEIGHT/TENSION SWITCH
VIBRATION TRANSMITTER
VIBRATION SWITCH
UNSHIELDED TWISTED PAIR
TRANSIENT VOLTAGE SURGE SUPPRESSOR
TEMPERATURE TRANSMITTER
TEMPERATURE INDICATOR
TEMPERATURE ELEMENT
TIME DELAY RELAY
TRANSFORMER
SOLENOID VALVE
SHIELDED TWISTED PAIR
STATION (OPERATOR CONTROL)
SELECTOR SWITCH
SOLENOID/SOLENOID VALVE
SPILLWAY GATE CONTROL CABINET
SAFETY CONTROL RELAY
SUPERVISORY CONTROL & DATA ACQUISITION
SOLID NEUTRAL
ROTARY LIMIT SWITCH
REMOTE I/O
PRESSURE REGULATOR
PRESSURE CONVERTER
POWER
PRESS TO TEST
PRESSURE TRANSMITTER
PRESSURE SWITCH
PROXIMITY SWITCH
PRESSURE REGULATING VALVE
PROGRAMMABLE LOGIC CONTROLLER
PILOT LIGHT
PRESSURE INDICATOR
DIFFERENTIAL PRESSURE TRANSMITTER
POWER CONTACTOR, RAISE
PENDANT CONTROL PLUG
POWER CONTACTOR, LOWER
PERSONAL COMPUTER
PUSH BUTTON, LIGHTED
PUSH BUTTON
PLANT AIR
TORQUE SWITCH
RELATIVE HUMIDITY INDICATING XMTR
RELATIVE HUMIDITY/MOISTURE ELEMENT
MASTER CONTROL RELAY
LEVEL TRANSMITTER
LEVEL SWITCH
LEVEL ELEMENT
LEVEL CONTROLLER
INDUCTION RELAY
CURRENT CONVERTER
CURRENT TO PRESSURE TRANSDUCER
INPUT/OUTPUT
HAND VALVE
HUMAN MACHINE INTERFACE
HAND-OFF-AUTO
VALVE POSITION (FLOW)
FACILITY WATER SUPPLY
FUSE
FLOW METER
FLOW CONTROLLER
ELAPSED TIME METER
DEVICENET TAP
DEVICENET STARTER ASSEMBLY
DAM RECEPTACLE STATION
DIGITAL POWER METER
DISCREET OUTPUT
DEVICENET TAP
DEVICENET
DISCREET INPUT
CONTROL VALVE
COPPER
CONTROL SWITCH
CONTROL RELAY
CONTROL PANEL
AUXILLARY WATER SUPPLY
AUXILIARY
ANALOG OUTPUT
ALARM/ANNUNCIATOR HORN
AMPERE INTERRUPT RATING
ANALOG INPUT
WALL MOUNTED EXIT LIGHT FIXTURE
POLE MOUNTED LIGHT FIXTURE
METAL ENCLOSED, VACUUM CIRCUIT BREAKER
ELECTRICALLY-OPERATED, FIXED TYPE,
GRAPHIC SYMBOLS
SAMPLE DEVICE FUNCTIONS
NOMENCLATURE
CONDUIT AND GROUNDING
CONDUIT AND CABLE I.D. (SEE NOTE 2)
480V RECEPTACLE
METAL-CLAD, VACUUM CIRCUIT BREAKER
ELECTRICALLY-OPERATED, DRAWOUT TYPE,
(NORMALLY CLOSE)
CONTACTS
PCC
PCC
CABLE
(CABINET/DEVICE-TERM.)
ADDRESS OF OTHER END OF THIS WIRE
WIRE COLOR DESIGNATION
TERMINAL NUMBER
SIGNAL OR WIRE NUMBER
THIS WIRE (DEVICE-TERM.)
ADDRESS OF OTHER END OF
REQUIRED WIRE LABELING
SECURE TO CONDUIT WITH EITHER ALUMINUM OR NYLON STRAPS
NOMENCLATURE, THIS SHEET)
CONDUIT I.D. AND SIZE (SEE
NOMENCLATURE, THIS SHEET)
CIRCUIT I.D. (SEE
OR CABLE
NUMBER & SIZE OF CONDUCTORS
BLACK LAZER ENGRAVED LETTERING
" (MIN)4
3.5"L X 0.53"H WITH
STAINLESS STEEL PLATE
BLACK LETTERING
" (MIN.)4
2"L X 0.5" H WITH
WHITE SELF-LAMINATING VINYL TAG,
1. SWITCHBOARDS AND SWITCHGEAR
-LSQ
SJ
LOCKL
-D
F
SQ -
480V SWITCHBOARD (MAIN UNITS)
NON-OVERFLOW DAM
480V SWITCHGEAR (POWERHOUSE)
480V SWITCHGEAR (NAV LOCK)
13.8kV SWITCHGEAR (STATION SERVICE)
SU
-SUA 480V SWITCHBOARD (FISHWATER UNITS)
FISH RELATED
A. TERMINAL EQUIPMENT
DSJ 13.8KV SWITCHGEAR (NON-OVERFLOW DAM)
DSQ 480V SWITCHGEAR (NON-OVERFLOW DAM)
-DQ1 480V SWITCHBORAD (NON-OVERFLOW DAM)
-PRQ…
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