E2_Dexter_IGC_Reference_Drawings-2.pdf
PDF 18 MB Posted
- Attached to
- Dexter Dam 25 Ton Intake Gantry Crane
- Solicitation number
- W9127N20R0003
About this file
This federal solicitation seeks a contractor to replace an existing 20-ton intake gantry crane with a new 25-ton intake gantry crane at Dexter Dam near Lowell, Oregon. The selected contractor will be responsible for designing, manufacturing, installing, testing and commissioning the new 25-ton crane. Additional work includes fabricating and delivering a new lifting beam for the emergency intake gate, replacing conductors between crane receptacles, and modifying or reinforcing end stops if necessary. The acquisition will use a best value tradeoff source selection process and provide for full and open competition. The soliciting agency is the U.S. Army Corps of Engineers Engineering District Portland.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| E1_Dexter_IGC_Reference_Drawings - 1.pdf | ||
| E3_Dexter_IGC_Reference_Drawings-3.pdf | ||
| Attachment D Large Business Letter.pdf | ||
| Attachment C - Small Business Commitment Doc.docx | DOCX document | |
| Attachment B - USACE Past Performance Questionnaire.docx | DOCX document | |
| W9127N20R0003 - Dexter Dam Intake Gantry Crane Solicitation.pdf | ||
| Attachment A - Offeror Experience.docx | DOCX document | |
| Attachment D Enclosure 1 - SB Subcontracting Plan.docx | DOCX document |
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D
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US Army Corps
BORDER VERSION UPDATE [09-2012]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DRAWING PLOT SIZE: $BORDER$ DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
U .S
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IN
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IN
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PORTLAND DISTRICT
G E
N E
R A
L N
O T
E S A
N D L
E G
E N
D S
ZZ
ZV
ZT
ZS
YS
XMTR
WS
VT
VS
UTP
TVSS
TT
TI
TE
TDR
T/XFMR
STP
SS
SOL/SV
SCR
SCADA
S/N
RIO
REG
PY
PWR
PTT
PT
PS
PRX
PRV
PLC
PL
PI
PDT
PC
PBL
PB
PA
MIT
ME
MCR
LT
LS
LE
LC
IR
IY
I/P
I/O
HV
HMI
HOA
FU
FC
ETM
DT
DS
DO
DNET
DI
CV
CU
CR
CP
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
SHIELDED TWISTED PAIR
SELECTOR SWITCH
SOLENOID/SOLENOID VALVE
SAFETY CONTROL RELAY
SUPERVISORY CTRL & DATA ACQUISITION
SOLID NEUTRAL
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
PERSONAL COMPUTER
PUSH BUTTON, LIGHTED
PUSH BUTTON
PLANT AIR
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
FUSE
FLOW CONTROLLER
ELAPSED TIME METER
DEVICENET TAP
DISCONNECT SWITCH
DISCREET OUTPUT
DEVICENET
DISCREET INPUT
CONTROL VALVE
COPPER
CONTROL RELAY
CONTROL PANEL
AUXILIARY
ANALOG OUTPUT
ALARM/ANNUNCIATOR HORN
AMPERE INTERRUPT RATING
ANALOG INPUT
GRAPHIC SYMBOLSGRAPHIC SYMBOLS
CIRCUIT BREAKER (CB) DRAWOUT
CIRCUIT BREAKER (CB)
DISCONNECT SWITCH (DS),
300A
3P
BUS STAB, PLUG/RECEPT
DISCONNECTING DEVICE (DS),
M
# INDICATES KVA RATING
POWER TRANSFORMER (ONE-LINE DIAGRAM),
CONTACTS (NORMALLY OPEN)
CONTACTS (NORMALLY CLOSED)
PUSHBUTTON N.O. AND N.C. (PB)
DISCONNECT SWITCH, EXTERNALLY OPERATED (DS),
MOTOR OPERATED DISCONNECT SWITCH (DS)
XJ1
METAL-CLAD CIRCUIT BREAKER (CB)
ELECTRICALLY OPERATED DRAWOUT TYPE,
VOLTAGE OR CONTROL TRANSFORMER
480-120V
200-5A
NUMBER AND CURRENT RATIO AS SHOWN
CURRENT TRANSFORMER (CT),
TB
FU FUSE
SURGE CAPACITOR, CAPACITOR FIXED (C)
OR SURGE ARRESTER
TEST BLOCK
AS
SS
AMMETER SWITCH
VOLTMETER SWITCH
SYNCHRONIZING SWITCH (I=INCOMING, R=RUNNING)
I R
ORM
HP
KW
7.5
VS
LOAD; NUMBER INDICATES TENTATIVE KILOWATT RATING
MOTOR; NUMBER INDICATES TENTATIVE HORSEPOWER RATING
NUMBER INDICATES NEMA SIZE
CONTACTOR WITH MECHANICAL INTERLOCK,
MOTOR OPERATED VALVE
TRANSFORMER, CONTROL DIAGRAM (T)
JB JUNCTION BOX
480V RECEPTICAL
240V RECEPTICAL
3 PHASE COMMON (ONE LINE DIAGRAM)
AUTOMATIC TRANSFER SWITCH
PUSHBUTTON STATION
A
W- WATTMETER, F- FREQUENCY METER
MEASURING INSTRUMENTS: A- AMMETER, V- VOLTMETER,
ONE-LINE DIAGRAM
CONTROL SCHEMATIC DIAGRAM
CONDUIT AND GROUNDING
CONDUIT EXPOSED
CONDUIT EMBEDDED IN WALL OR FLOOR.
(ALSO APPLICABLE TO GROUND CONDUCTOR)
CONDUIT TURNED AWAY FROM OBSERVER.
EMBEDDED GROUND CONDUCTOR. (SIZE AS INDICATED)
GROUNDING INSERT (G.I.), PLAN VIEW IN FLOOR.
GROUNDING INSERT, PLAN VIEW IN WALL.
EMBEDDED INSERT IN WALL. (DIMENSIONED IN AN ELEVATION)
EMBEDDED BOX, CONDUIT ENTERING FROM BELOW.
OR FROM ABOVE & BELOW IF SECOND CONDUIT SHOWN.
EMBEDDED BOX, CONDUIT ENTERING FROM ABOVE
IDENTIFIES CKTS.
OF CKTS, LETTERS IDENTIFY PANEL, NUMBER(S) AT ARROW
HOME RUN TO PANELBOARD. ARROWS INDICATE NUMBERLP-1,3
LIGHTING
SUA-q1-CQA3, 2"
3#1/0, 1#8 EGC
SUA-q1-CQA3
(WITHIN BOXES, ENCLOSURES, AND PANELS)
MUTLI-CONDUCTOR CABLES AND BUNDLES
EXPOSED CONDUITS
BLACK LAZER ENGRAVED LETTERING
3.5" L x 0.53" H WITH 1/4" (MIN)
STAINLESS STEEL PLATE
(SEE NOMENCLATURE, THIS SHEET)
CONDUIT I.D AND SIZE
SECURE TO CONDUIT WITH EITHER ALUMINUM OR NYLON STRAPS
OR CABLE
NUMBER & SIZE OF CONDUCTORS
(SEE NOMENCLATURE, THIS SHEET)
CIRCUIT I.D.
AVAILABLE SIZE, FOLLOW CONDUIT LABELING
BLACK LETTERING WHERE CABLE EXCEEDS TUBING
2" L X 0.5" H WITH 1/4" (MIN.)
WHITE TUBE HEAT SHRINK
CONDUIT AND CABLE I.D. (SEE NOTE 2)
REQUIRED WIRE LABELING
WIRE LABEL TERMINAL BLOCK WIRE LABEL
PCC/BB-8
PCC
PCC
PCC/SJ2/A-1
TO A PANEL DO NOT INCLUDE THE PANEL IN PARENTHESIS.
THE JUMPERS ARE ENTIRELY VISIBLE ARENOT REQUIRED TO BE LABELED. WIRES INTERNAL
FORMAT: WIRE NAME/DEVICE OR TERMINAL BLOCK-TERMINAL(PANEL). SHORT JUMPERS WHERE
PCC/AK-6
CONDUIT EMBEDDED IN WALL OR FLOOR.
CONDUIT EMBEDDED IN CEILING
(ALSO APPLICABLE TO GROUND CONDUCTOR)
CONDUIT TURNED TOWARD OBSERVER.
CONDUIT TURNED TOWARD OBSERVER.
CONDUIT TURNED AWAY FROM OBSERVER.
EXPOSED CONDUIT
INDICATES NUMBER OF CONDUCTORS
INDICATES FLUORESCENT FIXTURE AND CIRCUIT NUMBER
V
E
WP
FIXTURE OUTLET AND CIRCUIT NUMBER
MERCURY VAPOR FIXTURE OUTLET
EMERGENCY FIXTURE OUTLET
CONVENIENCE OUTLET AND CIRCUIT NUMBER
WEATHERPROOF CONVENIENCE OUTLET AND CIRCUIT NUMBER
S
S
MC
CR01-r2,1",R1,3
S
CB
SPECIAL CONVENIENCE OUTLET AS DESIGNATED
SINGLE POLE SWITCH
MOMENTARY CONTACT SWITCH
INDICATES ITEMS SHOWN ON FIXTURE AND DEVICE SCHEDULE
FROM PANELBOARD CR01. NO SIZE INDICATES 3/4" CONDUIT.
INDICATES LIGHTING CIRCUITS R1 AND R3 IN 1" CONDUIT r2
CIRCUIT BREAKER SWITCH
NOMENCLATURE
TEMPERATURE SWITCH N.O. AND N.C. (TS)
LIMIT SWITCH N.O. AND N.C. (LS)
LEVEL SWTCH N.O. AND N.C. (LS)
FLOW SWITCH N.O. AND N.C. (FS)
PRESSURE SWITCH N.O. AND N.C. (PS)
G INDICATING LIGHT: R-RED, G- GREEN, W- WHITE, A- AMBER
CONNECTION TO GROUND BUS
RESISTOR
VARISTOR (MOV)
DIODE (D)
A. TERMINAL EQUIPMENT
B. MODIFYING TERMS FOR TERMINAL EQUIPMENT
MCC - MOTOR CONTROL CENTER
M - MOTOR
PT - POTENTIAL TRANSFORMER
CT - CURRENT TRANSFORMER
Z - DISCONNECTING SWITCH (ADD VOLTAGE LETTER)
FT - FISHWAY TRANSFORMER
T - TRANSFORMER (POWER)
X - BREAKER (ADD VOLTAGE LETTER)
EG - ENGINE GENERATOR
GF - FISHWATER GENERATOR
G - GENERATOR
B - BATTERY
A - ACTUATOR (GOVERNOR)
3. APPARATUS
FCQ - 480V (FISH RELATED)
DCR1 - 480V (DAM LIGHTING)
DQ - 480V (NON-OVERFLOW DAM)
CQ - 480V (POWERHOUSE)
SQ - 480V SUBSTATION (POWERHOUSE)
2. LOAD CENTERS
OD - OPERATOR DESK
GN - GRNERATOR NEUTRAL
SX - EXCITATION CUBICAL
SR - LIGHTING SWITCHBOARD
SB - BATTERY SWITCHBOARD
SC - MAIN CONTROL SWITCHBOARD
SJ - 13.8kV SWITCHGEAR (STATION SERVICE)
1. SWITCHBOARDS AND SWITCHGEAR
F - FISH RELATED
D- NON-OVERFLOW DAM
OTHER LOW-LEVEL SIGNAL CIRCUITS.
AND TRANSDUCER OUTPUT CIRCUITS, RECORDER,
SELF-SYNCHRONOUS INDICATING CIRCUITS, RTD
u - ALARM CIRCUITS, ANNUNCIATOR CIRCUITS, tv - CLOSED CIRCUIT TV (CCTV), VIDEO CIRCUITS tn - LOCAL AREA NETWORK (LAN) CIRCUITS t - TELEPHONE, INTERCOMMUNICATION CIRCUITS tr - RADIO CIRCUITS s - SPARE CONDUIT r - POWER CIRCUIT- LIGHTING (120/240V OR 120/208VAC) q - POWER CIRCUIT, 480V, AC j - POWER CIRCUIT, 13.8KV, AC h - 120V, PREFERRED AC f - POWER CIRCUIT, 250VDC e - POWER CIRCUIT, 125VDC d - 0-48VDC c - CONTROL CIRCUITS a - CURRENT TRANSFORMER SECONDARY LEADS
2. SERVICE CODE OR VOLTAGE CLASS
N - NEUTRAL (i.c. GN1, TN1)
H - 120VAC
D - 48VDC
E - 125VDC
F - 250VDC
R - 120/240V (120/208)
Q - 480V
P - 5KV
J - 13.8KV
VOLTAGE TRANSFORMERS.
BREAKERS, DISCONNECTING SWITCHES, CURRENT TRANSFORMERS AND
OF THE EQUIPMENT, THE FOLLOWING ARE APPLIED TO SEPARATELY MOUNTED
1. AS AN AID TO FURTHER IDENTIFICATION OF VOLTAGE CLASS AND LOCATION
C. CIRCUIT AND ROUTING IDENTIFICATION
START OF RUN END OF RUN
CIRCUIT NUMBERSERVICE CODE OR VOLTAGE CLASS
D. FIBER OPTIC CABLE IDENTIFICATION
DQ1-q1-MTS1
PP1-4/f-MM-XX
MM FOR MULTI-MODE)
MODE (SM FOR SINGLE MODE,
ORIGIN
NO. OF FIBERS
F. CONTROL WIRE IDENTIFICATION.
ASP1/SJ3/CA-1
DESTINATION DEVICE OR EQUIPMENT
SIGNAL OR WIRE NUMBER
SWITCHGEAR PANEL (CABINET) NUMBER
TERMINAL POINT NUMBER AT DESTINATION
G. PLC CARD WIRE IDENTIFICATION.
SIGNAL OR WIRE NUMBER
SWITCHGEAR PANEL (CABINET) NUMBER
NKA-4/SC15/I:040/11-20
CARD & BIT NUMBER
TERMINAL POINT NUMBER
E. WIRE COLOR CODE
THREE-CONDUCTOR CABLE WHILE A NUMERAL3 INDICATES THREE CONDUCTORS.
2. MULTI-CONDUCTOR CABLES ARE IDENTIFIED BY SUFFIX "C"; i.e., 3/C INDICATES A
IS A CIRCUIT GOING TO TRANS. OIL PUMP 4C1).
RECEIVE THE DESIGNATION ASSIGNED TO THE DEVICE (i.e. CQ24-q1-4C1
DESIGNATED SU1-q1-XJ1). CIRCUITS TO SEPARATELY MOUNTED DEVICES
(e.g. THE CIRCUIT TO CT' IN CIRCUIT BREAKER XJ1 COULD BE
EQUIPMEN RECEIVE THE TERMINAL EQUIPMENT DESIGNATION
E. CIRCUITS TO DEVICES FORMING AN INTEGRAL PART OF TERMINAL
CONTAINED WITHIN THE CONDUIT.
D. CONDUIT NUMBERS ARE GENERALLY IDENTICAL TO THE CIRCUIT
CONTROLLED POWER CIRCUIT; e.g. CQA3-c1 WOULD CONTROL CQA3-q1.
C. CONTROL CIRCUIT NUMBERS CORRESPOND TO THE NUMBER OF THE
DISTRIBUTION CIRCUITS; I.E., THE END OF RUN IS OMITTED.
B. A TWO-PART NUMBER IS USED FOR MOST LIGHTING AND SOME POWER
A. BETWEEN MAJOR ITEMS OF EQUIPMENT, A THREE PART NUMBER IS USED.
1. ELECTRICAL CIRCUITS AND CONDUITS ARE IDENTIFIED AS FOLLOWS:
GREEN
GRAY
BROWN
BLUE
BLACK
WHITE
YELLOW
RED
ORANGE
G
GY
BR
BL
BK
W
Y
R
O
DESTINATION (XX = # OF THE PANEL)
TB1
PCC
PCC BB-8
AK-6SJ2/A-1 (R)
TERMINAL NUMBER
SIGNAL OR WIRE NUMBER
(DEVICE-TERM.)
ADDRESS OF OTHER END OF THIS WIRE
WIRE COLOR DESIGNATION
(CABINET/DEVICE-TERM.)
ADDRESS OF OTHER END OF THIS WIRE
AS SHOWN ON DRAWING
CABLE
GENERAL NOTES
ENCLOSURES, BOXES, ETC.
IDENTIFY EACH CIRCUIT WHERE IT TERMINATES OR PASSES THROUGH PANELS,
2. PROVIDE CONDUIT AND CIRCUIT ID TAGS ON ALL CONDUITS AND CIRCUITS.
SYMBOLS AND ABBREVIATIONS MAY NOT BE USED WITHIN THIS DRAWING SET.
1. THIS IS A TYPICAL SYMBOLS AND ABBREVIATIONS SHEET, THEREFORE, SOME
SAMPLE DEVICE FUNCTIONS
OVERLOAD (OL) THERMAL
ABBREVIATIONS
THERMOSTAT
POSITION SWITCH33
42 AC CONTACTOR
50 AC CONTACTOR
CONTACTOR (OPERATING COIL)
EXAMPLES
X
M
R
L
SUFFIX USED FOR IDENTIFICATION.
MASTER CONTACTOR
RAISE CONTACTOR
LOWER CONTACTOR
Z
52-( )
OR23
OR
OR
42X
42-1
FUSE (FU) CONTROL SCHEMATIC DIAGRAM
INCORPORATED IN AMERICAN STANDARD C37.2-1979.
THESE NUMBERS ARE BASED ON A SYSTEM ADOPTED AS STANDARD BY IEEE AND
SUFFIX LETTERS WHEN NECESSARY, ACCORDING TO THE FUNCTIONSTHEY PERFORM.
1. THE DEVICES IN SWITCHING EQUIPMENTS ARE REFERRED TO BY NUMBERS, WITH APPROPRIATE
NUMBER OR LETTERS INDICATE DEVICE FUNCTION AS NOTED.
SUFFIX X INDICATES ASSOCIATED AUXILIARY RELAY.
SUFFIX Z INDICATES OPERATED BY BELL ALARM CONTACT.
INSTANTANEOUS OVERCURRENT OR RATE-OF-RISE RELAY
ELECTRICAL ABBREVIATIONS
SINGLE MODE (FIBER)
SUPPLY FAN
SURGE ARRESTOR
RIGID GALVANIZED STEEL CONDUIT
REFERENCE INFORMATION
RECEPTACLE
QUARTS LIGHTING
POLYVINYL CHLORIDE CONDUIT
PAIR
PANEL
PHASE
PHOTOCELL
PULL BOX
PARTIAL HOME RUN CIRCUIT SHOWN
OVERLOAD RELAY
NAMEPLATE
NORMALLY OPEN
NORMALLY CLOSED
NON-AUTOMATIC
NEUTRAL
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
LIQUID TIGHT FLEX CONDUIT
LIGHT CONTACTOR
JUNCTION BOX
INSTANTANEOUS
INCANDESCENT
ISOLATED GROUND
HTR
HIGH INTENSITY DISCHARGE
HAND HOLE
GROUND INSERT
GOV'T FURNISHED EQUIPMENT
GND, FAULT CIRCUIT INTERRUPTER
GALVANIZED
GROUND
FULL VOLTAGE REVERSING
FULL VOLTAGE NON-REVERSING
FIBER OPTIC
FLUORESCENT LIGHTING
FLOOR
FUSE
FEEDER
EXISTING
EMERGENCY
ELEVATION
EXHAUST FAN
EQUIPMENT GROUNDING CONDUCTOR
DOWNSTREAM
DIVISION
CURRENT TRANSFORMER
CATHODE RAY TUBE
CENTRAL PROCESSING UNIT
CONTROL POWER XFMR
CIRCUIT
CIRCUIT BREAKER
CONDUIT
BARE COPPER GROUND
AMERICAN WIRE GAUGE
AUTOMATIC TRANSFER SWITCH
AMPERE TRIP
ALUMINUM
AMPERE INTERRUPTING RATING
AMPERE INTERRUPTING CAPACITY
ABOVE FINISHED GRADE
ABOVE FINISHED FLOOR
AMP FUSE, AMP FRAME
AMMETER, AMPERE
SM
SF
SA
RGS
REF
RCPT
Q
PVC
PR
PNL
PH
PC
PB
PART
OL
NP
NO
NC
NA
N
MPC
MS
MLO
MH
MD
MCP
MCC
MCB
M/MTR
L/R
LR
LTG
LT FLEX
LC
J/JB
INST
INCAND
IG
HTR
HID
HH
GI
GFE
GFCI
GALV
G/GND
FVR
FVNR
F/O
FLUOR
FLR
F, FU
FDR
EXST
EM
EL
EF
ECG
D/S
DIV
CT
CRT
CPU
CPT
CKT
CB
C
BCG
AWG
ATS
AT
AL
AIR
AIC
AFG
AFF
AF
A
TRANSFORMER
WITH
WATERTIGHT
WEATHERPROOF
WATT
VOLTMETER SWITCH
VOLTMETER
VARIABLE FREQUENCY DRIVE
VOLTS
UPSTREAM
UNIT HEATER
TYPICAL
STAINLESS STEEL / SOFT STARTER
SINGLE-POLE SINGLE-THROW
SINGLE-POLE DOUBLE-THROW
SOLID NEUTRAL
XFMR
W/
WT
WP
W
VS
VM
VFD/VSD
V
U/S
UH
TYP
SS
SPST
SPDT
S/N
CONTROL ABBREVIATIONS
OVERLOAD (OL) MAGNETIC
HEATER (HTR)
BATTERY
XX
XX
RELAY COIL
E
X T
E R
R E
R E
G U
L A
T
IN
G D
A M
W
IL
L A
M E
T E
R
IV
E R
B A
S
IN
O
R E
G O
N
S P
IL
L
W A
Y S
T O
P L
O G
L
IF
T
IN
G B
E A
M T
B
P o rt la n d
O re g o n
Portland District
D E
X T
E R
R E
R E
G U
L A
T
IN
G D
A M
W
IL
L A
M E
T E
R
IV
E R
B A
S
E
G O
N
S P
IL
L
W A
Y S
T O
P L
O G
L
IF
T
IN
G B
E A
M T
P rt la n d
O re g o n
Portland DistrictPortland District
P o rt la n d
O re g n
T
D S
P
IL
L W
A Y
S T
O P
L O
G L
IF
T
IN
G
B E
A M
W
IL
L A
M E
T E
R
IV
E R
B A
S
E
G O
N
D E
X T
E R
R E
R E
G U
L A
T
IN
G D
A M
G E
C D
S C
S
G E
C D
S C
S
DX-3-XX/1
N A
L D
S
W R
ID
G
E
P .E
C h ie f, M e c h a n ic a l
D e si g n
S e c ti o n
G E
N E
R A
L A
S S
E M
B L
Y
M-1
ONE LIFTING BEAM REQUIRED.
A
U G
LABEL PER ASME B30.20.
G E
C D
R S
W
NOTES:
1.
2.
3.
4.
PAINT STRUCTURAL STEEL IN ACCORDANCE WITH DEXTER
LIFTING BEAM TECHNICAL REQUIREMENTS.
LOAD TEST TO 25 TONS PER TECHNICAL REQUIREMENTS.
A
B
C
D
E
F
G
H
$$$DATE$$$$ $TIMEDATE AND TIME PLOTTED:
US Army Corps of Engineers
$USER$
Sheet number:
Drawing Number
BY USERNAME:DRAWING PLOT SIZE: $BORDER$
Portland District
54321
D
C
A
G E
C D
S C
S
G E
C D
S C
DX-3-XX/2
N A
L D
S
W R
ID
G
E
P .E
C h ie f, M e c h a n ic a l
D e si g n
S e c ti o n
M-2
A
U G
SYMMETRICAL ABOUT >
G E
C D
R S
W
M-5
A
M-7
A
S T
A N
D A
R D
V
IE
W S
O F
B E
A M
A S
S E
M B
L Y
ABEAM SECTION
M-8
SYMMETRICAL ABOUT >
SCALE: 3/4 "= 1’-0"
SCALE: 3/4 "= 1’-0"
1’-8 9/16 "
23’- 1/4 "
10’-11 1/2 "
12" 6" 0 1’ 2’
SCALE: 3/4 "= 1’-0"
B
B
SCALE: 3/4 "= 1’-0"
LIFTING BEAM ASSEMBLY PLAN
1’-6"
8 7/8 "
VIEW NOTES:
1. DIMENSIONAL TOLERANCES SHALL BE +/- 1/32 -INCH LINEAR
AND 0.5^ ANGULAR, UNLESS OTHERWISE SHOWN.
$$$DATE$$$$ $TIMEDATE AND TIME PLOTTED:
US Army Corps of Engineers
$USER$
Sheet number:
Drawing Number
BY USERNAME:DRAWING PLOT SIZE: $BORDER$
Portland District
54321
D
C
Portland DistrictPortland DistrictPortland District
TYP
3/8
SYMMETRICAL ABOUT CENTERLINE
TYP
BEAM WELDMENT, ELEVATION VIEW
SYMMETRICAL ABOUT CENTERLINE
SYMMETRICAL ABOUT CENTERLINE
3’-0"
6’-10"
11’-11 1/2 "
17’-2 1/4 "
21’-11 1/4 "
22’-9 3/4 "
TYP
3/8
A
ASECTION
DETAIL 1
SCALE: 1"=1’-0"
3’-9"
BEAM WELDMENT, PLAN VIEW
SCALE: 3/4 "= 1’-0"
SCALE: 1"= 1’-0"
1’06"12"
SCALE: 3"= 1’-0"
0 3" 6" 12"
SCALE: 3/4 "= 1’-0"
SCALE: 3/4 "= 1’-0"
12" 6" 0 1’ 2’
SCALE: 3/4 "= 1’-0"
8"
DETAIL 2
WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE
REQUIREMENTS OF AWS D1.1.
A6-INTERMEDIATE STIFFENER
SCALE: 3"= 1’-0"
SCALE: 3"= 1’-0"
A2
A3
A3
A3
A4
A4
A4 A5
A5
A5 A6 A6
A6 A6
A6 A6
A6 A6A1
A1
A2
A2
A7
A7
A7
A7
A3
A3 A2
MACHINE FLANGE FROM W18X50
TOP AND BOTTOM.
CENTER CROSS MEMBER BETWEEN BEAMS
MATCH DRILL WITH
PART F2, SIDE PLATE
DIMENSIONAL TOLERANCES SHALL BE +/- 1/32 -INCH LINEAR AND
0.5^ ANGULAR, UNLESS OTHERWISE NOTED.
BREAK ALL CORNERS AND EDGES.
1/2
1" PLATE
PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE TECHNICAL REQUIREMENTS.
ALL MACHINED SURFACES, EXCEPT AS NOTED. SURFACE
TEXTURE PER ASME B46.1.
HEAT TREAT COMPLETED WELDMENT IN ACCORDANCE WITH AWS D1.1.
NOTES:
1.
2.
3.
4.
5.
6.
TYP
3/8
$$$DATE$$$$ $TIMEDATE AND TIME PLOTTED:
US Army Corps of Engineers
$USER$
Sheet number:
Drawing Number
BY USERNAME:DRAWING PLOT SIZE: $BORDER$
Portland District
54321
D
C
L
IF
T
IN
G A
S S
E M
B L
Y
M-4
C h ie f, M e c h a n ic a l
D e si g n
S e c ti o n
R O
N A
L D
S
W R
ID
G
E
P .E
DX-3-XX/4
G E
C D
S C
S
G E
C D
S C
S
B1
B2
21’-11"
ASSEMBLY B 4-WAY LIFTING DEVICE
C1- LIFTING EYE
3 3/4 "
11 3/8 "
/8
/4
C3- LIFTING PLATE
4"
8"
/1
1’-5 1/2 "
/3
/1
/1
/1
C2- LIFTING EYE BASE PLATE
1’- 1/2 "
6 1/2 "
/8
/8
/2
C4 - HOOK SUPPORT BASE PLATE
A
U G
TYP
TYP
12" 9" 6" 3" 0 1’
SCALE: 1 1/2 "= 1’-0"SCALE: 3"= 1’-0"
0 3" 6" 12"
SCALE: 1 1/2 "= 1’-0"
SCALE: 1 1/2 "= 1’-0"
SCALE: 1 1/2 "= 1’-0"
SCALE: 3"= 1’-0"
SCALE: 1/2 "= 1’-0"
SCALE: 1/2 "= 1’-0"
12" 0 1’ 2’ 3’ 4’
R 3 3/4 "
C4
C3
C3
C3
C3
C4
C1
C1
C3
G E
C D
R S
W
TYP
TYP
TYP
1" CHAMFER
G
1/2
1/2
1/2
1/2
1/2
BEAM NOT SHOWN FOR CLARITY
BREAK ALL CORNERS AND EDGES.
DIMENSIONAL TOLERANCES SHALL BE +/- 1/32 -INCH LINEAR
AND 0.5^ ANGULAR, UNLESS OTHERWISE SHOWN.
WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE
REQUIREMENTS OF AWS D1.1
UNLESS OTHERWISE NOTED, MECHANICAL FASTENERS SHALL
BE 18-8 OR 300 SERIES STAINLESS STEEL AND
INSTALLED UTIZING AN APPROVED ANTI-GALLING
COMPOUND.
1/2 " TYP
1 7/8 " TYP
+.01"
-.00" 2.53"
C3
C4
C2
C1 B3
/8
1" PLATE
1 1/2 " PLATE
1" PLATE
A
1’-6"
9"
/2
1DETAIL
1/4
B1- HOOK BLOCK
SCALE: 1 1/2 "= 1’-0"
DRILL THRU
TYP 4 PLACES
SCALE: 1 1/2 "= 1’-0"
5"
10"
7 3/4 "
3 9/16 "
C2
1" PLATE (TYP)
ALL MACHINED SURFACES, EXCEPT AS NOTED. SURFACE
TEXTURE PER ASME B46.1
PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE
TECHNICAL REQUIREMENTS.
1/2
TYP
1/2
C5
3/8
3/16
1"
3%%d
2 1/2 " PLATE
A
ASECTION
SCALE: 1 1/2 "= 1’-0"
/2
R4 1/2 "
4 1/2 "
1/2
TYP
1/2
TYP
LINE BORE
AFTER WELDING.
1/2
1"
/2
L E
N G
T H
T Y
P I C
A L
F O
R P
A R
T S
C A
N D
C
NOTES:
1.
2.
3.
4.
5.
6.
6 1/2 "
R 4 1/2 "
3 1/8 "
B3
LINE BORE
AFTER ASSEMBLY
4% d T
Y P
SYMMETRICAL ABOUT >
SYMMETRICAL ABOUT >
/1
LINE BORE HOLES FOR
LC8 FIT WITH PIN.
1/4
1"
3/8
1/2 "
7/16 "
4 1/2 "
3 9/16 "
TYP
60%%d
$$$DATE$$$$ $TIMEDATE AND TIME PLOTTED:
US Army Corps of Engineers
$USER$
Sheet number:
Drawing Number
BY USERNAME:DRAWING PLOT SIZE: $BORDER$
Portland District
54321
D
C
BOND SELF-LUBRICATED BUSHINGS IN PLACE USING HYSOL
EA 9309.3NA EPOXY PASTE, OR APPROVED EQUAL, IN
ACCORDANCE WITH THE ADHESIVE MANUFACTURER’S
RECOMMENDATIONS.
A2 A1
C1 C1
C3
C3
D1
D1
D2 D3 D3
D4D4D4 D5D5 D5
C4
E1
E5E5
C3
NOTES:
1.
2.
C3
C2
USE HOOK PIN D2 TO ALIGN BUSHINGS
WHEN BONDING BUSHINGS IN PLACE.
M-2
ASECTION
D2
D4
D5
1/2
1/2
1/2
SCALE: 6"= 1’-0"
UNLESS OTHERWISE NOTED, MECHANICAL FASTENERS SHALL
BE 18-8 OR 300 SERIES STAINLESS STEEL AND
INSTALLED UTILIZING AN APPROVED ANTI-GALLING
COMPOUND.0 1" 2" 3" 6"
SCALE: 6"= 1’-0"
$$$DATE$$$$ $TIMEDATE AND TIME PLOTTED:
US Army Corps of Engineers
$USER$
Sheet number:
Drawing Number
BY USERNAME:DRAWING PLOT SIZE: $BORDER$
Portland District
54321
D
C
SCALE: 6" = 1’-0"
G E
C D
S C
S
G E
C D
S C
DX-3-XX/6
N A
L D
S
W R
ID
G
E
P .E
C h ie f, M e c h a n ic a l
D e si g n
S e c ti o n
M-6
1/4 " CHAMFER (TYP)
/2
3/8 "
+.01"
-.00" 2.53"
60%%d
R 3/4 "
60%%d
/2
R 1"
2 1/16 "
4 5/32 "
/1
10"
1 13/16 "
R 6"
15/16 "
5/
/4
/1
A
A
0 1" 2" 3" 6"
SCALE: 6"= 1’-0"
3/4 "
D1 - HOOK
A
U G
5 3/8 "
+.004"
-.000" .068"
2"
SCALE: 12"= 1’-0"
0 1" 2" 3"
H O
O K
D E
T A
IL
R 5 1/2 "
R 11 1/2 "
G E
C D
R S
W
BOND SELF-LUBRICATED BUSHINGS IN PLACE USING HYSOL EA9309.3NA EPOXY
PASTE, OR APPROVED EQUAL, IN ACCORDANCE WITH THE ADHESIVE
MANUFACTURER’S RECOMMENDATIONS.
DIMENSIONAL TOLERANCES SHALL BE +/- 1/32 -INCH LINEAR
AND 0.5^ ANGULAR, UNLESS OTHERWISE SHOWN.
NOTES:
1.
2.
3.
4.
.0
.5
.0
.0
.0
.8
.0
.9
PROOF TEST EACH HOOK INDIVIDUALLY TO 25 TONS PER TECHNICAL REQUIREMENTS.
ALL MACHINED SURFACES, EXCEPT AS NOTED. SURFACE
TEXTURE PER ASME B46.1.
SCALE: 12"= 1’-0"
1/4 "
1 1/2 "
.0
.0
B
B
1/4 " CHAMFER (TYP)
1/4 " CHAMFER (TYP)
TYP
6 7/8 "
SCALE: 6" = 1’-0"
SCALE: 12"= 1’-0"
SCALE: 12"= 1’-0"
SCALE: 12"= 1’-0"
D2 - HOOK PIN
SECTION
SECTION
D4- FLANGED BUSHING
D3- HOOK BUSHING
6"
3/4 "
.0
.5
R 3"
$$$DATE$$$$ $TIMEDATE AND TIME PLOTTED:
US Army Corps of Engineers
$USER$
Sheet number:
Drawing Number
BY USERNAME:DRAWING PLOT SIZE: $BORDER$
Portland District
54321
D
C
DRILL THRU (TYP)
DRILL THRU (TYP)
M-2
E - LATCHING MECHANISM
E1
E1
E2
E2
E3
1 1/8 "
6 1/2 "
1’-1 3/8 "
SCALE: 3"= 1’-0"
WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE
REQUIREMENTS OF AWS D1.1
BREAK ALL CORNERS AND EDGES.
INSTALL E7 IN ACTUATING LEVER PER
NOTE 1 (TYP 3 PLACES)
DIMENSIONAL TOLERANCES SHALL BE ¨ 1/32 -INCH
LINEAR AND 0.5^ ANGULAR, UNLESS OTHERWISE SHOWN.
3"
11/16 "
1 1/2 "
E4 - HOOK
ACTUATING CABLEE5 - RIGHT OPERATING LEVER
BASE GUIDE
E1
A
3/4 " 3/4 " 1"
E1
E8
A
TYP
SCALE: 3"= 1’-0"
SCALE: 3"= 1’-0"
0 3" 6" 12"
E5
E5
E6 E6
E7
E3 E3 E2E2 E1
E3
1/4 "
E9
DETAIL
SCALE: 12"= 1’-0"
SCALE: 12"= 1’-0"
SCALE: 3"= 1’-0"
E3
E4
ADJUST CABLE LENGTH AS NECESSARY TO
ALLOW HOOKS TO HANG VERTICAL WHEN
ACTUATING LEVER IS LAYING ON STOP
3/8 " FLAT BAR
3/8 " FLAT BAR TYP
BOND SELF-LUBRICATED BUSHINGS IN PLACE USING HYSOL
EA 9309.3NA EPOXY PASTE, OR APPROVED EQUAL, IN
ACCORDANCE WITH THE ADHESIVE MANUFACTURER’S
RECOMMENDATIONS.
PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE
TECHNICAL REQUIREMENTS.
SCALE: 12"= 1’-0"
0 1" 2" 3"
WELD BASE GUIDES SO THAT HOOK
ACTUATING LEVER E2 IS CENTERED ON
HOOK.
R1 1/8 "
3/16
3’-4"
10"
1’-8 3/8 "
17/32 " LINE BORE AFTER
ASSEMBLY (TYP)
G1
G1
1 1/8 "
3’- 1/2 "
E10- LATCH SUPPORT CHANNEL
SCALE: 1 1/2 "= 1’-0"
E10
UNLESS OTHERWISE NOTED, MECHANICAL FASTENERS SHALL
BE 18-8 OR 300 SERIES STAINLESS STEEL AND
INSTALLED UTIZING AN APPROVED ANTI-GALLING
COMPOUND.
NOTES:
1.
2.
3.
4.
5.
6.
1/2 " FLAT BAR
TYP
12" 9" 6" 3" 0 1’
SCALE: 1 1/2 "= 1’-0"
1/2 "
SECTION
6 3/8 " 1’-8"
E10
E10
E5E5 E5E5 E5
$$$DATE$$$$ $TIMEDATE AND TIME PLOTTED:
US Army Corps of Engineers
$USER$
Sheet number:
Drawing Number
BY USERNAME:DRAWING PLOT SIZE: $BORDER$
Portland District
54321
D
C
3/8
B
12" 9" 6" 3" 0 1’
SCALE: 1 1/2 "= 1’-0"SCALE: 3"= 1’-0"
0 3" 6" 12"
G2
G3
G4
G6
G3
1’-11 3/4 "
G4
BREAK ALL CORNERS AND EDGES.
CONTRACTOR SHALL SUPPLY ALL MISCELLANEOUS PARTS
REQUIRED FOR PROPER OPERATION.
A
M-2
TYP
TYP
4"
G1
G1
DIMENSIONAL TOLERANCES SHALL BE ¨ 1/32 -INCH LINEAR
AND 0.5^ ANGULAR, UNLESS OTHERWISE SHOWN.
DRILL 7/16 O HOLE THRU/
1/8
G4
A6
A
SCALE: 1 1/2 "= 1’-0"
B
1" THICK
SCALE: 1 1/2 "= 1’-0"
SECTION
G5
2"
DRILL 9/16 O HOLE THRU
TYP 4 PLACES.
G5
LIFTING CABLES NOT SHOWN FOR
CLARITY
G1
G1
SCALE: 3"= 1’-0"
F1
F1
F2
F2
G2
1" PLATE
G2
G3
G7
PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE
TECHNICAL REQUIREMENTS.
WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE
REQUIREMENTS OF AWS D1.1.
SECTION
3’-4 1/2 "
5/8 "
A6
RELEASE FRAME DETAIL
USE 3/8 " BOLTS AND LOCK NUTS WITH
NYLON INSTERTS TO HOLD STOPBLOCK ON
CROSS MEMBER, (TYP 4 PLACES).
SCALE: 3"= 1’-0"
G6
G6
1 1/4 "
RELEASE MECHANISM
NOT SHOWN FOR CLARITY.
UNLESS OTHERWISE NOTED, MECHANICAL FASTENERS SHALL
BE 18-8 OR 300 SERIES STAINLESS STEEL AND
INSTALLED UTIZING AN APPROVED ANTI-GALLING
COMPOUND.
NOTES:
1.
2.
3.
4.
5.
6.
SCALE: 3"= 1’-0"
G1 - STOPBLOCK
G6 - PULLEY FRAME
CROSS MEMBER
4 1/2 "
3/16 " THICK
CENTER PULLEY FRAME CROSS MEMBER G6
BETWEEN VERTICAL SUPPORTS G4
11 1/2 "
1’-2 5/8 "
4 3/4 "
2"
8"
DRILL 7/16 O HOLE
THRU
1" 4"
$$$DATE$$$$ $TIMEDATE AND TIME PLOTTED:
US Army Corps of Engineers
$USER$
Sheet number:
Drawing Number
BY USERNAME:DRAWING PLOT SIZE: $BORDER$
Portland District
54321
D
C
H1
H4
SCALE: 1 1/2 " = 1’-0"
H3
H2
TYP
5" 1’-1 1/2 "
1’-11 1/2 "
2 1/4 "
1 1/2 " 4"
7"
4"
SCALE: 1 1/2 " = 1’-0" SCALE: 1 1/2 " = 1’-0"
8"
H1 - END PLATE H2 - SIDE PLATE H4 - SIDE BUMPER
H5 - END BUMPER
1 1/2 "
1 1/2 "
H3 - TOP PLATE
ENDGUIDE WELDMENT
ENDGUIDE ASSEMBLY
3/8
G
SCALE: 1 1/2 " = 1’-0"
SCALE: 1 1/2 " = 1’-0"
SCALE: 1 1/2 " = 1’-0"
45^ CHAMFER, TYP
45^ CHAMFER, TYP
4" 1’-1 1/2 "
WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE
REQUIREMENTS OF AWS D1.1.
BREAK ALL CORNERS AND EDGES.
12" 9" 6" 3" 0 1’
SCALE: 1 1/2 "= 1’-0"
H5
3/4 " PLATE
3/4 " PLATE
3/4 " PLATE
NOTES:
1.
2.
3.
4.
5.
6.
1/2
5/16
TYP
TYP
3/8
DIMENSIONAL TOLERANCES SHALL BE ¨ 1/32 -INCH LINEAR AND
0.5^ ANGULAR, UNLESS OTHERWISE SHOWN.
ALL MACHINED SURFACES, EXCEPT AS NOTED.SURFACE
TEXTURE PER ASME B46.1.
ATTACH BUMPERS TO END GUIDE WELDMENT WITH STAINLESS
STEEL HEX SOCKET BUTTON HEAD CAP SCREWS, WASHERS, AND
LOCKING NUTS WITH NYLON INSERTS.
USE APPROVED ANTI-GALLING COMPOUND ON STAINLESS
STEEL FASTENERS.
1’-10"
DRILL 9/16 " O HOLE THRU
COUNTERSINK 1" O HOLE,
3/4 " DEEP, TYP 32 PLACES.
DRILL 9/16 " O HOLE THRU
COUNTERSINK 1" O HOLE,
3/4 " DEEP, TYP 16 PLACES.
DRILL 9/16 " O HOLE
THRU TYP 32 PLACES.
DRILL 9/16 " O HOLE
THRU, TYP 16 PLACES.
1’-9 1/2 "
$$$DATE$$$$ $TIMEDATE AND TIME PLOTTED:
US Army Corps of Engineers
$USER$
Sheet number:
Drawing Number
BY USERNAME:DRAWING PLOT SIZE: $BORDER$
Portland District
54321
D
C
| 5_02-1 |
| 5_04-2 |
| DX-3-xx-M-03-XXX-set-DXS-C |
| M-03-XXX-001-DXS-C-001.pdf |
| M-03-XXX-002-DXS-C-001.pdf |
| M-03-XXX-003-DXS-C-001.pdf |
| M-03-XXX-004-DXS-C-001.pdf |
| M-03-XXX-005-DXS-C-001.pdf |
| M-03-XXX-006-DXS-C-001.pdf |
| M-03-XXX-007-DXS-C-001.pdf |
| M-03-XXX-008-DXS-C-001.pdf |
| M-03-XXX-009-DXS-C-001.pdf |
| DX-31-7-3 |
| DX-31-7-4 |
| DX-110-22 |
| DX-112-1_nonoverflow |
| DX-112-2.tif |
| DX-112-3.tif |
| DX-112-5.tif |
| DX-112-23 |
| DX-112-24 |
| DX-112-51.tif |
| DX-112-54.tif |
| DX-112-101_trashracks |
| DX-112-102.tif |
| DX-112-103.tif |
| DX-112-105.tif |
| DX-112-106.tif |
| DX-112-107.tif |
| DX-112-108.tif |
| DX-112-109.tif |
| DX-112-113 |
| DX-112-118_fishway |
| DX-112-119_fishwaybeam |
| DX-113-1_Crane |
| DX-113-50_DeckElectrical |
| DX-113-51_DeckElectrical |
| DX-113-52_DeckElectrical |
| DX-113-53_DeckElectrical |
| DXF-2-1_1_fishwayEbulkhead |
File details come from the government source that posted it. Updated .