E2_Dexter_IGC_Reference_Drawings-2.pdf

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Attached to
Dexter Dam 25 Ton Intake Gantry Crane
Solicitation number
W9127N20R0003
Issued by

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.

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Text version

D

C

A

B

S O

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IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

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C K

D B

Y

D E

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IG

N E

D B

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D A

T E

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E N

U M

B E

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IZ

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B M

IT

T E

D B

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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

SHEET OF

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

BORDER VERSION UPDATE [09-2012]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DRAWING PLOT SIZE: $BORDER$ DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

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

W

IL

L A

M E

T T

E R

IV

E R B

A S

IN

,O

R E

G O

N

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 .