Dexter Adult Fish Intake Screens 90_ Drawings.pdf

PDF 19 MB Posted Sep 22, 2025

Attached to: Sources Sought – Dexter Fish Intake Screens (USACE Portland District)
Solicitation number: PANNWD-24-P-0000_003979
Issued by: Department of the Army Corps of Engineers Engineering District Portland

About this file

Written by GovTribe AI · Sep 22, 2025

These design documents are for the Dexter Adult Fish Facility Intake Screens project for the U.S. Army Corps of Engineers Portland District, located at the Dexter Regulating Dam on the Willamette River in Oregon. The comprehensive set of engineering drawings covers multiple disciplines including structural, mechanical, and electrical systems for designing and installing new intake screens at the dam. The project involves creating a complex facility with detailed components such as a service platform, hoist machinery, screen cleaning devices, and associated electrical and control systems. Key technical specifications include intake screen dimensions, elevation details, lifting radii, mechanical equipment layouts, electrical power and control schematics, and specific mounting and installation requirements for various system components. The drawings are prepared by Tetra Tech, Inc. and provide extensive technical documentation for constructing a specialized fish passage infrastructure at the hydroelectric dam site.

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Other files

File	Type	Posted
Dexter Adult Fish Intake Screens 90_ Drawings_.pdf	PDF	Sep 19, 2025
Sources Sought - Dexter Intake Screens.docx	DOCX document	Sep 19, 2025
Dexter Adult Fish Intake Screens 90_ Specifications.pdf	PDF	Sep 19, 2025

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N N

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B Y:

C H

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SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

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K D

US Army Corps of Engineers ®

G-001

A N

D R

H F

C R

C O

S H

C H

E D

R C

C H

D R

G N

U M

H , I

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2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

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O N

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

PORTLAND DISTRICT

DEXTER DAM AND RESERVOIR

DEXTER ADULT FISH FACILITY

INTAKE SCREENS

US Army Corps of Engineers ®

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B Y:

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SHEET

IDENTIFICATION

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US Army Corps of Engineers ®

G-002

A N

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H F

C R

, V

Y, A N

D S

C H

E D

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PORTLAND DISTRICT

U .S

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LOCAL VICINITY MAP

MILES

0 5 10 15 20 25

MIDDLE FK.

WILLAMETTE R.

COTTAGE

GROVE

JUNCTION CITY

SPRINGFIELD

EUGENE

OAKRIDGE

45mi

APPROX. 115 MILES

TO PORTLAND, OR

FROM EUGENE, OR

BLUE RIVER

SOUTH FK.

MCKENZIE R.

ILLAM

ETTE R

ROW R.

C O

FALL CK.

LOOKOUT POINT DAM

DORENA DAM

COTTAGE

GROVE DAM

DORENA 58

99W 99E

FALL CREEK

DAM

COUGAR DAM

HILLS CREEK

DAM

COUGAR

LAKE

PROJECT PHOTO

AREA OF WORK

PROJECT LOCATION

SCALE: NTS

PROJECT

LOCATION

DEXTER

DAM

Fi le

L as t S av ed B y:

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B Y:

C H

D B

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T D

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SHEET

IDENTIFICATION

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US Army Corps of Engineers ®

SHEET OF

xx /x x/ xx

G-003

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C R

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O N

S, A

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N O

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R A.

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PORTLAND DISTRICT

U .S

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GENERAL NOTES:

1. SEE FIRST SHEET IN EACH DISCIPLINE FOR SPECIFIC NOTES RELATED

TO THAT DISCIPLINE.

ABBREVIATIONS:

REFERENCE DRAWINGS:

DX-112-40

DX-112-41

DX-112-42

DX-112-45

DX-112-48

DX-112-54

DX-112-69

DX-112-96

DX-112-97

DX-112-98

DX-112-118

DX-112-130

DX-113-100

DX-113-108

DX-113-110

DX-113-132A

DX-113-138

DX-113-138A

DXP-10-6-9A31-1

ADDL

AFA

ATS

ALT

ALUM

ASTM

AUX

AWG

BKR

B/BOT

BLDG

BOS

CCTV

CKT

COM

COMM

CIP

C.A.

CFD

CFS

COL

COR

CONC

CONN

CRS

CJP

CSBC

DIA

DBR

DIG

DWGS

DWL

EGC

ERCC

EQ.SP

EXST

EOLR

FIN. GR

FLOUR

F/O

FOP

FTG

FDN

FSI

FTS

GALV

GEC

GFI

GPM

HMI

HVAC

HOR

I/O

ISI

KAIC

KVA

LCP

LED

LOC

LSH

LSHH

LSI

LSIG

LSLL

AMPERE

ANCHOR BOLT

ALTERNATE CURRENT

ADDITIONAL

ABSOLUTE ENCODER

AMPERAGE FRAME

AMMETER

AMPERAGE TRIP

AUTOMATIC TRANSFER SWITCH

ALTERNATIVE

ALUMINUM

AMERICAN SOCIETY FOR TESTING AND MATERIALS

AUXILIARY

AMERICAN WIRE GAUGE

BRAKE HEATER

BREAKER

BEAM

BOTTOM

BUILDING

BYPASS

BRAKE

BOTTOM OF SLAB

CONDUIT, CONTROL

CIRCUIT BREAKER

CONTROL CABINET

CLOSED CIRCUIT TELEVISION

CIRCUIT

COMMON

COMMUNICATIONS

CONTROL PANEL

CONTROL RELAY

CONTROL STATION

CURRENT TRANSFORMER

CAST IN PLACE

CENTER TO LINE

COMPUTED FLOW DYNAMIC

CUBIC FOOT PER SECOND

CENTERLINE

CLEAR (ANCE)

COLUMN

CONTRACTING OFFICER REPRESENTATIVE

CONCRETE

CONNECTION

CORROSION RESISTANT

COMPLETE JOINT PENETRATION

CRUSHED SURFACING BASE COURSE

CUBIC YARDS

DIAMETER

DOWN

DYNAMIC BRAKING RESISTOR

DIRECT CURRENT

DIGITAL

DISCONNECT SWITCH

DEPTH

DRAWINGS

DOWEL

ELECTRICAL

EACH

EACH FACE

EACH WAY

ELEVATION

EQUIPMENT GROUNDING CONDUCTOR

ELECTRICAL ROOM

ELECTRICAL ROOM CONTROL CABINET

EQUAL

EACH SIDE

EXISTING

END OF LINE RESISTOR

FLAT BAR

FLOOR DRAIN

FINISH GRADE

FLUORESCENT

FIBER OPTICS

FIBER OPTIC PATCH PANEL

FUSE

FEET

FOOTING

FOUNDATION

FORMED SUCTION INTAKE

FULL TENSION SPLICE

GALVANIZED

GROUNDING ELECTROUDE CONDUCTOR

GEARBOX HEATER

GOVERNMENT FURNISHED INFORMATION

GALLONS PER MINUTE

HEATER

HUMAN MACHINE INTERFACE

HEATING, VENTILATION AND AIR CONDITIONING

HORIZONTAL

HORSEPOWER

HERTZ

INSTRUMENT, CURRENT

IDENTIFICATION

INPUT/OUTPUT

INSIDE DIMENSION

INSIDE FACE

INTAKE SCREENS INC.

KILO AMPERES INTERRUPTING CAPACITY

KILO VOLT

KILO VOLT-AMPERES

POUND

LIGHTING CONTRACTOR

LOCAL CONTROL PANEL

LIGHT EMITTING DIODE

LOCAL

LIMIT SWITCH/HIGH LIMIT SWITCH

LIMIT SWITCH HEATER/HIGH LIMIT SWITCH

HIGH OVER-TRAVEL LIMIT SWITCH

LONG TIME, SHORT TIME, INSTANTANEOUS

LONG TIME, SHORT TIME, INSTANTANEOUS, GROUND FAULT

LOW OVER-TRAVEL LIMIT SWITCH

LSX

MFR

M.MTR

MCC

MDP

MAX

MIN

MECH

(N) N

N/A

NAD

NGVD

N.T.S.

OPNG

OIT

PNLBD

POE

PTT

PVCRS

PWR

PLC

PSI

RCPT

REF

REINF

R/W

REQD

RGS

RTD

SHLD

SSL

SWBD

SWGR

SECT

SHT

SPECS

STA

STD

STL

SYMM

XF/XFMR

TBD

THK

T. & B.

T.O.

TOS

TOW

THK

TYP

U/S

USACE

UNO

UPS

VAC

VDC

VFD

VERT

W.P.

W/ Z

BRAKE LIMIT SWITCH

LIGHTING

MANUFACTURE

MOTOR

MOTOR CONTROL CENTER

MAIN DISTRIBUTION PANEL

MOTOR STARTER

MAXIMUM

MINIMUM

MECHANICAL

NEW

NEUTRAL

NORMALLY CLOSED

NORMALLY OPEN

NOT APPLICABLE

NORTH AMERICAN DATUM

NATIONAL GEODETIC VERTICAL DATUM

NOT TO SCALE

OPENING

OIL AIR

OVERHEAD

OPERATOR INTERFACE TERMINAL

OVERLOAD

PUSHBUTTON

PILOT LIGHT

PLATE

PANELBOARD

POWER OVER ETHERNET

POWER PANEL

POTENTIAL TRANSFORMER

PUSH TO TEST

PVC COATED RIGID STEEL

POWER

PROGRAMMABLE LOGIC CONTROLLER

POINT OF INTERSECTION

PHASE

POUNDS PER SQUARE INCH

PENDANT CONTROL

PRECAST

REGISTOR OR RED

REMOTE CONTROL

RECEPTACLE

REFERENCE

REINFORCE (D) (ING)

REINFORCED

REQUIRED

RIGID GALVANIZED STEEL

RESISTANCE TEMPERATURE DETECTOR

SPILLWAY DECK

SPACE HEATER

SHIELD

SAFETY FACTOR

SELECTOR SWITCH

STAINLESS STEEL

LOW SPEED SWITCH

SOLENOID VALVE

SWITCH

SWITCHBOARD

SWITCHGEAR

SECTION

SHEET

SPACES

SPECIFICATIONS

SQUARE

STATION

STANDARD

STEEL

SYMMETRICAL

TRANSFORMER

TERMINAL BLOCK

TO BE DETERMINED

THICK

TOP AND BOTTOM

TON

TOP OF

TOP OF SLAB

TOP OF WALL

TYPICAL

UNDERSIDE

UNITED STATES ARMY CORPS OF ENGINEERS

UNLESS NOTED OTHERWISE

UNDERGROUND

UNINTERRUPTIBLE POWER SUPPLY

VOLT

VOLT - AMPERES

VOLTS ALTERNATING CURRENT

VOLTS DIRECT CURRENT

VARIABLE FREQUENCY DRIVE

VOLTMETER

VOLTAGE TRANSFORMER

VERTICAL

WIRE, OR WATT

WATTMETER

WORK POINT

WEATHERPROOF

WITH

IMPEDANCE

POSITION SWITCH

Fi le

L as t S av ed B y:

N N

D R

B Y:

C H

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N U

D B

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C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

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US Army Corps of Engineers ®

SHEET OF

xx /x x/ xx

G-004

A N

D R

H F

C R

N . T

. L

N N

. T O

N N

U M

C H

C O

N U

D R

G N

U M

H , I

N C

2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

SCALE: NTS

GENERAL ISOMETRICA1

INTEGRATED HOIST

MAINTENANCE

WALKWAY

DOGGING BEAMS

AND MAINTENANCE

ACCESS

RETRIEVAL

RAILS

TEE SCREENS

ACCESS LADDER

EXISTING HANDRAILS

NOT SHOWN

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

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C R

O N

K D

US Army Corps of Engineers ®

S-001

A N

D R

H F

C R

U C

R G.

C H

E D

N U

H , I

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2T H

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E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

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GENERAL

1.1 THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND

INFORMATION SHOWN ON THE CONTRACTOR DOCUMENTS. IF ANY

SIGNIFICANT DEVIATIONS ARE DISCOVERED, THE COR SHALL BE

NOTIFIED IMMEDIATELY.

1.2 ALL ELEVATIONS SHOWN ARE NAVD88.

1.3 THE CONTRACTOR SHALL PERFORM AN AS-BUILD SURVEY PRIOR TO

FABRICATION AND CONSTRUCTION OF NEW FABRICATIONS.

1.4 SEE THE SPECIFICATIONS FOR FURTHER DETAILED INFORMATION.

1.5 ALL ACTIONS NOTED ON THIS DRAWING ARE REQUIRED TO BE CARRIED

OUT BY THE CONTRACTOR, UNLESS NOTED OTHERWISE. ALL

COMMUNICATIONS AS CALLED FOR ON THIS DRAWING SHALL BE

DIRECTLY WITH THE COR, UNLESS NOTED OTHERWISE.

GENERAL STRUCTURAL NOTES

2. NON SHRINK GROUT

2.1 ALL GROUT SHALL BE NON-SHRINK TYPE GROUT.

2.2 NON-SHRINK GROUT SHALL BE CEMENT-BASED WITH A MINIMUM

28-DAY COMPRESSIVE STRENGTH OF 6000PSI WHEN TESTED IN

ACCORDANCE WITH ASTM C-109. GROUT SHALL BE MIXED AND PLACED

IN STRICT ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS.

3. STRUCTURAL STEEL

3.1 STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE

IN ACCORDANCE WITH THE FOLLOWING APPLICABLE STANDARDS.

ASCE 7: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES.

AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS

AND BRIDGES"

AISC "STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS"

AWS D1.1 "STRUCTURAL WELDING CODE - STEEL"

3.2 WIDE FLANGES, TEES, PLATES, ANGLES, AND RODS SHALL CONFORM

TO ASTM A572, Fy - 50 KSI, UNLESS OTHERWISE NOTED. HOT-ROLLED

STRUCTURAL SHAPES MAY BE ASTM A992, FY=50KSI

3.3 STRUCTURAL STEEL FOR HSS SECTIONS SHALL BE ASTM 500 GRADE

B, FY - 46 KSI.

3.4 STRUCTURAL STEEL FOR PIPE SECTIONS SHALL BE ASTM A53, GRADE

C, UNLESS NOTED OTHERWISE.

3.5 STAINLESS STEEL PLATE AND SHAPES SHALL CONFORM TO ASTM

A276, TYPE 304 UNLESS OTHERWISE NOTED.

3.6 ANCHOR BOLTS SHALL CONFORM TO ASTM A240 FOR STAINLESS

STEEL GRADE 316, UNLESS NOTED OTHERWISE.

3.7 ALL STRUCTURAL STEEL, INCLUDING MEMBERS, RAILING,

CONNECTIONS, AND GRATING SHALL BE GALVANIZED PER ASTM A123

AND A153

3.8 HOLES IN PLATES AND STRUCTURAL MEMBERS SHALL BE DRILLED OR

PUNCHED. BURNING OF HOLES SHALL NOT BE PERMITTED.

3.9 ERECTION SHALL FOLLOW THE APPLICABLE STEEL STANDARDS GIVEN

ABOVE.

3.10 ALL WELDS SHALL BE MADE WITH ELECTRODES OR FILLER ROD WITH

A MINIMUM TENSILE STRENGTH OF 70 KSI.

3.11 ALL BOLTED CONNECTIONS SHALL BE MADE WITH ASTM A325 BOLTS,

U.N.O. BOLTS SHALL BE SNUG TIGHT, U.N.O.

3.12 CONCRETE EPOXY ANCHORS = HILTI HIT-RE 500 V3 W/ STAINLESS

STEEL (TYPE 316) THREADED RODS, NUTS, AND WASHERS.

4. WELDING

4.1 ALL STRUCTURAL STEEL WELDING, WELDING PROCESSES,

TECHNIQUES, AND WORKMANSHIP SHALL CONFORM TO THE

PROVISIONS OF THE AMERICAN WELDING SOCIETY CODE AWS D1.1

"STRUCTURAL WELDING CODE - STEEL" ELECTRODES AND FILLER

METALS SHALL MATCH BASE METALS AS SPECIFIED IN AWS D1.1.

4.2 ALL STAINLESS STEEL WELDING PROCESSES, TECHNIQUES AND

WORKMANSHIP SHALL CONFORM TO THE PROVISIONS OF THE

AMERICAN WELDING SOCIETY CODE AWS D1.6 "STRUCTURAL WELDING

CODE - STAINLESS STEEL". ELECTRODES AND FILLER METALS SHALL

MATCH BASE METALS AS SPECIFIED IN AWS D1.6.

4.3 FIELD WELDING SHALL BE BY DIRECT CURRENT. THE TECHNIQUE OF

THE WELDING EMPLOYED, THE APPEARANCE AND QUALITY OF WELDS

MADE, AND THE METHODS OF CORRECTING DEFECTIVE WORK SHALL

CONFORM TO THE REGULATIONS OF THE AMERICAN WELDING

SOCIETY. SURFACES TO BE WELDED SHALL BE FREE FROM LOOSE

SCALE, RUST, GREASE, PAINT, AN FOREIGN MATERIAL.

4.4 WELDING IN SHOP AND FIELD SHALL BE EXECUTED BY OPERATORS

WHO HAVE BEEN QUALIFIED PREVIOUSLY BY TESTS IN ACCORDANCE

WITH THE AMERICAN WELDING SOCIETY "STANDARD QUALIFICATION

PROCEDURE" TO PERFORM THE TYPE OF WORK REQUIRED.

4.5 ALL FILLET WELDS SHALL BE 1/4 INCH MINIMUM UNLESS NOTED

OTHERWISE. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION

UNLESS NOTED OTHERWISE. ALL WELDING SHALL BE PERFORMED BY

WELDERS CERTIFIED IN ACCORDANCE WITH AWS.

4.6 UNLESS NOTED OTHERWISE, WELDED STEEL CONNECTIONS SHALL BE

WELDED ALL AROUND WHERE POSSIBLE, USING E70XX ELECTRODES,

FILLET OR COMPLETE PENETRATION BUTT OR GROOVE WELDS.

A.B. ANCHOR BOLT

ADD'L ADDITIONAL

ALT. ALTERNATE

ALUM. ALUMINUM

BM. BEAM

B. / BOT. BOTTOM

BLDG. BUILDING

BOS. BOTTOM OF SLAB

CIP. CAST IN PLACE

C.A. CENTER TO LINE

COV. COVER

CENTERLINE

CL. CLEAR (ANCE)

COL. COLUMN

COR CONTRACTING OFFICER REPRESENTATIVE

CONC. CONCRETE

CONN. CONNECTION

C.R.S. CORROSION RESISTANT

C.A. CONSTRUCTION JOINT

CFD. COMPUTED FLOW DYNAMIC

CFS. CUBIC FOOT PER SECOND

CJP COMPLETE JOINT PENETRATION

CSBC. CRUSHED SURFACING BASE COURSE

CY. CUBIC YARDS

DIA. DIAMETER

DN. DOWN

DP. DEPTH

DWGS. DRAWINGS

DWL. DOWEL

EQUIPT. EQUIPMENT

EA. EACH

E.F. EACH FACE

E.W. EACH WAY

EL. ELEVATION

EQ. SP. EQUAL

ES EACH SIDE

EXST. EXISTING

FB FLAT BAR

FD FLOOR DRAIN

FIN. GR. FINISH GRADE

FT. FOOT

FTG. FOOTING

FDN. FOUNDATION

F.S.I. FORMED SUCTION INTAKE

F.T.S. FULL TENSION SPLICE

GALV. GALVANIZED

HOR. HORIZONTAL

I.D. INSIDE DIMENSION

I.F. INSIDE FACE

LT LEFT

MFR. MANUFACTURE (ER)

MAX. MAXIMUM

MECH. MECHANICAL

MIN. MINIMUM

N/A NOT APPLICABLE

NAD NORTH AMERICAN DATUM

NGVD NATIONAL GEODETIC VERTICAL DATUM

N.T.S. NOT TO SCALE

O.C. ON CENTER

O.F. OUTSIDE FACE

OPNG. OPENING

PL. PLATE

PI POINT OF INTERSECTION

P.S.F. POUNDS PER SQUARE FOOT

P.S.I. POUNDS PER SQUARE INCH

PC PRECAST

REF. REFERENCE

REINF. REINFORCE (D) (ING)

R/W REINFORCED WITH

REQ'D REQUIRED

S.F. SAFETY FACTOR

SECT. SECTION

SHT. SHEET

SP. SPACES (S)

SPECS. SPECIFICATIONS

SQ. SQUARE

S.S. STAINLESS STEEL

STA STATION

STD. STANDARD

STL. STEEL

SYMM. SYMMETRICAL

TBD TO BE DETERMINED

THK. THICK

T. & B. TOP AND BOTTOM

TN TON

T.O. TOP OF

TOS TOP OF SLAB

TOW TOP OF WALL

THK. TYPICAL

U/S UNDERSIDE

U.N.O. UNLESS NOTED OTHERWISE

VERT. VERTICAL

W.P. WORK POINT

W/ WITH

ABBREVIATIONS

SECTION B-B

SCALE 1:1

W12x16

W x2

CL FISH

FACILITY INTAKE

(4) 2" GRATING SECTIONS

GW-200 19-W-4 GALVANIZED STEEL

TOP OF GRATING ELEVATION 699.88

NORTH MONOLITH

UPSTREAM FACE

HANDRAIL

STANCHION, TYP

DIAGONAL

BRACE PER

SECTION, TYPW

W12x16

INTAKE SCREEN

BY OTHERS

7'-6" 6'-0" 7'-6"

2' -6

W12x16

A4 S-301

A1 S-301

W12x16 W12x16 W12x16

6'-0"

A3 S-501

A4 S-501

D1 S-501

1'-0" 1'-0"

C3 S-502

E1 S-502

C1 S-502

W x1

8'-0"

FIELD VERIFY

EXISTING STORAGE FRAME TO BE

RELOCATED PER S-202 TO AVOID

WALKWAY INTERFERENCE

8' -0

TYP AT

STANCHION

BM TO WALL,

(3) PLCS

W x1

W12x16

W x2

W12x16 W12x16

W x2

W12x16

A1 S-501

W x1

FIRE HOSE TIE-OFF

TYP, BM

TO BM

2" T

1'-0"

5' -0

W12x16

D6 S-501

ATTACHMENT LOCATION OF

PORTABLE LOWER LADDER

OMIT TOE BOARDS BETWEEN HANDRAILS FOR ACCESS TO CYLINDERS

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

S-101

A N

D R

H F

C R

U C

R G.

C H

E D

N U

H , I

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2T H

N E.

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U .S

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M Y

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

PLANA1

PLAN

NORTH

1. REFERENCE TOP OF STEEL ELEVATION IS 2" BELOW TOP OF GRATING

ELEVATION. ALL STEEL BEAMS ARE LOCATED AT THE REFERENCE

ELEVATION UNLESS OTHERWISE NOTED. BEAMS MARKED [-X"] ARE OFFSET

FROM REFERENCE ELEVATION BY THE DISTANCE SHOWN.

2. BEAMS OFFSET BY 5" FROM CONCRETE FACE OF DAM MAY HAVE THEIR

DAM-SIDE FLANGE COPED FOR 6" OF LENGTH AT BEAM END FOR BOLT

ACCESS.

3. ALL CONNECTIONS CALLED OUT ARE TYPICAL AT SIMILAR CONDITIONS

UNLESS NOTED OTHERWISE.

4. INDICATES MOMENT CONNECTION AT BEAM END. SEE CONNECTION

DETAIL.

5. PROVIDE GRATING ANCHORAGE PER MANUFACTURER'S

RECOMMENDATIONS.

6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE ATTACHMENT OF

MISCELLANEOUS EQUIPMENT SHOWN IN ELECTRICAL OR MECHANICAL

DRAWINGS WITH THE LAYOUT OF PRIMARY STRUCTURE.

GENERAL SHEET NOTES

0 2' 4'1'

6" DIA INTAKE W/

1'-10" DIA ORIFICE

ELEVATION 698.6

MAXIMUM FOREBAY

2'-0"

EXIST RAW WATER INTAKE

CL ELEVATION 678.9

SCREEN & TRACK

SYSTEM BY OTHERS

6" TOE BOARDS,

1/4" THICK

(2) L6x4x3/8 LLBB

W/ (3) CONNECTORS

EXISTING

CONCRETE

MONOLITH FACE

PLATFORM HANDRAIL

GRATING PER

PLAN

BRACING

7' -9

CONTRACTOR

SUPPLIED GATE FOR

REMOVABLE LOWER

LADDER

7' -0

8' -0

5' -9

'-6

17'-0"

FIELD VERIFY

12'-0"

FIELD VERIFY

10'-0"

FIELD VERIFY

1' -6

ELEVATION 698.6

MEDIAN FOREBAY

ELEVATION 698.6

MINIMUM FOREBAY

NORMAL POOL ELEVATION 698.6

TOP OF DECK

ELEVATION 706.32

PLATFORM RAILING

TOP OF GRATING

ELEVATION 699.88

DIAGONAL BRACE

PER SECTION, TYP

2'-0" EXIST RAW

WATER INTAKE

CL FISH FACILITY

INTAKE

EXISTING STORAGE FRAME

TO REMAIN PER S-202

TOP OF DECK PARAPET

ELEVATION 709.32

Fi le

L as t S av ed B y:

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

SHEET OF

S-201

A N

D R

H F

C R

U C

R . S

N U

C H

C O

N U

D R

G N

U M

H , I

N C

2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

SCALE: 3/8"=1'-0"

PLATFORM SIDE ELEVATIONA1 SCALE: 3/8"=1'-0"

PLATFORM UPSTREAM ELEVATIONA44'0 2' 8' 4'0 2' 8'

1. CONTRACTOR TO VERIFY ALL DIMENSIONS OF EXISTING STRUCTURE.

KEY PLAN / GENERAL SHEET NOTES

1'-0"

OLD FRAME LOCATION NEW FRAME LOCATION OF

EXISTING STORAGE FRAME;

ATTACHMENT PER C5/S-502

EXISTING STORAGE FRAME TO BE

RELOCATED AS INDICATED TO

AVOID PLATFORM INTERFERENCE

FLOOR CONTOUR AT

UPSTREAM DAM FACE

EXISTING STORAGE

FRAME TO REMAIN

Fi le

L as t S av ed B y:

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

SHEET OF

x/ x/ xx xx

S-202

A N

D R

H F

C R

O C

N . T

R N

. T O

N N

U M

C H

C O

N U

D R

G N

U M

H , I

N C

2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

SCALE: 3/8"=1'-0"

ELEVATION - STORAGE FRAME RELOCATIONA1 4'0 2' 8'

(2) L6x4x3/8 LLBB

EXISTING CONCRETE

MONOLITH FACE

(2) L6x4x3/8 LLBB

GRATING PER PLAN

INTERIOR SLOT FOR BULKHEAD

(3) 3/8X4X4 SPACER

PLATES W/ 7/8" DIA

A325 BOLT, EQ

SPACED

(3) 3/8X4X4 SPACER

PLATES W/ 7/8" DIA

A325 BOLT, EQ

SPACED

D1 S-501

C1 S-501

C3 S-501

D1 S-501

C1 S-501

EXISTING CONCRETE

TRACK FOR BULKHEAD

EXISTING CONCRETE

MONOLITH FACE

GRATING PER PLAN

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

S-301

A N

D R

H F

C R

U C

O N

R G.

C H

E D

N U

H , I

N C

2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

SCALE: 3/4"=1'-0"

PLATFORM SECTIONA1 SCALE: 3/4"=1'-0"

PLATFORM SECTIONA4 2'0 1' 4'2'0 1' 4'

1. TOE BOARDS AND HANDRAILS NOT SHOWN FOR CLARITY.

2. SEE DETAIL CALLOUTS ON A1/S-301.

SHEAR TAB 3/8

(2) 7/8" A325 BOLTS3/16

3/16

1/2"

1 1/2"

1/2"

1 1/2"

(3) SIDES

STIFF PL 3/8

1 1/2"

FULL DEPTH

SHEAR TAB 3/8 ES

(3) 7/8" A325 BOLTS ES

3/16 3/16

1/2"

1 1/2"

BEAM PER PLAN

1" 1"

2" 3"

(3) SIDES

C5 S-501

HANDRAIL STANCHION

1/ 2"

3/16

ROUND HSS 4X0.250

PL 1/2x8x8

C6 S-501

1' -6

3 1/2"

DOUBLE ANGLE BRACE

PER ELEVATION

(2) 7/8" A325 BOLTS

SHEAR TAB 3/8

2", TYP

ALL SIDES

WF BEAM PER PLAN

1/4 1/4

BOLT

1" 2" 2"

2" 3"

BASE PLATE AND ANCHORAGE TO

EXISTING DAM FACE PER DETAIL A1/S-502

(3) 7/8" A325 BOLTS

SHEAR TAB 3/8

(2) 7/8" A325 BOLTS

BASE PLATE AND

ANCHORAGE TO EXISTING

DAM FACE PER DETAIL

A4/S-502

SHEAR TAB 3/8

DOUBLE ANGLE BRACE

PER ELEVATION

3 1/2"

BOLT

2", TYP

ALL SIDES

1 1/2" TYP

2" T

ROUND HSS

BELOW

(4) 1" DIA HOLES

ROUND CORNERS

TO 1" RADIUS, TYP

1/4"

3/ 4"

3/4"

1/4"

1/ 4"

3/16

(4) 1/2" DIA A325 BOLTS

EDGE OF GRATING

HANDRAIL STANCHION

INCOMING BEAM PER PLAN

BASE PL 1/2 X 3 1/2 X 4

OMIT TOE KICK

PLATE AT GATE

FOR LADDER

ACCESS

3/16 SIDE PL3/8x3'-6";

SOUTH END OF PLATE

TO MATCH SOUTH

END OF BEAM

WF BEAM PER PLAN 1/2"

Fi le

L as t S av ed B y:

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

SHEET OF

x/ x/ xx xx

S-501

A N

D R

H F

C R

U C

R . S

N U

C H

C O

N U

D R

G N

U M

H , I

N C

2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

SCALE: 3"=1'-0"

WIDE FLANGE BEAM-TO-BEAM CONNECTIONA1 A3

BEAM-TO-BEAM CONNECTION AT

HANDRAIL STANCHION A4

BEAM-TO-BEAM CONNECTION AT

FIRE HOSE TIE-OFF

BRACE TO EXISTING DAM FACE CONNECTIONC1 BRACE TO BEAM CONNECTIONC3

D1 BEAM TO EXISTING DAM FACE CONNECTION

C6 SECTION

SCALE: 3"=1'-0" SCALE: 3"=1'-0"

SCALE: 3"=1'-0"SCALE: 3"=1'-0"SCALE: 3"=1'-0"

SCALE: 3"=1'-0"

6"0 3" 1' 6"0 3" 1' 6"0 3" 1'

6"0 3" 1'6"0 3" 1'6"0 3" 1'

6"0 3" 1'

C5 HANDRAIL STANCHION BASE PLATE

SCALE: 6"=1'-0" 0 2" 4"1"

NOTE:

1) BLOCK OUT GRATING AS SHOWN AROUND HANDRAIL BASE

PLATE. PROVIDE BAND AROUND EDGE OF GRATING PER

MANUFACTURER'S RECOMMENDATIONS.

NOTE:

1) CONNECTION INFORMATION SHOWN APPLIES TO BOTH SIDES.

NOTE:

1) SEE DETAIL A1/S-501 FOR BEAM CONNECTION INFORMATION.

1. STEEL REENTRANT CORNERS SHALL BE ROUNDED WITH 1/2" RADIUS

WHERE SHOWN.

KEY PLAN / GENERAL SHEET NOTES

D6 DETAIL

SCALE: 3"=1'-0"

EXISTING DAM FACE

1 1/2" GROUT PAD

BASE PL 1, CENTER

ON INCOMING BEAM

9" EMBED

A2 S-502

1/4 1/4

1'-0"2", TYP

2" , T

-0

2" , T

SHEAR TAB PER STEEL

CONNECTION DETAIL

(4) 3/4" DIA SS 316 DRILLED IN CONCRETE

ANCHORS WITH EPOXY:

MINIMUM ULTIMATE CAPACITY PER ANCHOR:

-16,000 lb TENSION (3,000 PSI CONCRETE) -10,000 lb SHEAR

BASE PL 1, CENTER

ON INCOMING BEAM

EXISTING DAM FACE

1 1/2" GROUT PAD

9" EMBED

1/4 1/4

8"2", TYP

2" , T

SHEAR TAB PER STEEL

CONNECTION DETAIL

(4) 3/4" DIA STAINLESS STEEL 316

DRILLED IN CONCRETE ANCHORS

WITH EPOXY;

MINIMUM ULTIMATE CAPACITY

PER ANCHOR:

-16K TENSION (3KSI CONCRETE)

-10K SHEAR

PIPE 1-1/2" STD

HANDRAIL, TYP

1'-0", TYP UNO

3' -8

PIPE 1-1/2" XS

HANDRAIL STANCHION,

TYP

PIPE 1-1/2" STD

HANDRAIL END, TYP

BEND PIPE TO

4" RADIUS, TYP

ALL HANDRAIL

CORNERS

TYP ALL

HANDRAIL

INTERSECTIONS 1/4

O M

O F

C H

O T

O P

O F

D R

1' -1

M O

C L

GAP BETWEEN HANDRAIL

FOR ACCESS TO

CYLINDERS; NOT TO SCALE

2'-0"

9", TYP

HANDRAIL TURNS

90 DEGREES

HANDRAIL TURNS

90 DEGREES

2-12

3/16 2-123/16

1/ 2"

NOTE: PROVIDE PLATE AT THE EXTERIOR EDGE OF ALL PERIMETER

PLATFORM BEAMS AND THE INTERIOR PERIMETER OF THE BULKHEAD

SLOT, EXCEPT WHERE NOTED OTHERWISE.

PL 1/4, CONTINUOUS

NOTE: THIS ATTACHMENT DETAIL APPLIES AT ALL EXISTING ANGLES

CURRENTLY WELDED TO CHANNEL STORAGE FRAME. CONTRACTOR TO

IDENTIFY SHAPE AND GEOMETRY OF EXISTING STORAGE FRAME TO

CONFIRM CONSTRUCTABILITY OF ATTACHMENT SHOWN.

EXIST. CHANNEL STORAGE FRAME,

RELOCATED PER ELEVATOR

(2) 3/4" DIA STAINLESS STEEL 316

DRILLED IN CONCRETE ANCHORS

WITH EPOXY; LOCATE AT EXISTING

BOLT HOLES IN ANGLE; MINIMUM

ULTIMATE CAPACITY PER ANCHOR

-16K TENSION (3KSI CONCRETE)

-10K SHEAR

EXIST. CHANNEL STORAGE FRAME,

RELOCATED PER ELEVATOR

1 1/2" GROUT PAD BENEATH

RELOCATED ANGLE LEG

EXISTING DAM FACE

9" EMBED

Fi le

L as t S av ed B y:

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

SHEET OF

x/ x/ xx xx

S-502

A N

D R

H F

C R

U C

R . S

N U

C H

C O

N U

D R

G N

U M

H , I

N C

2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

SCALE: 3"=1'-0"

WF BEAM ANCHORAGE

TO EXISTING DAM FACEA1 WF BEAM ANCHORAGE TO EXISTING DAM FACEA2

BRACE ANCHORAGE TO

EXISTING DAM FACEA4 BRACE ANCHORAGE TO EXISTING DAM FACEA5SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0"6"0 3" 1' 6"0 3" 1' 6"0 3" 1' 6"0 3" 1'

SCALE: 1/2"=1'-0"C3 HANDRAIL ELEVATION AT LANDSIDE PLATFORM EDGE

0 2' 4'1'

SCALE: 1/2"=1'-0"D1 HANDRAIL ELEVATION AT UPSTREAM PLATFORM EDGE

0 2' 4'1'

SCALE: 1/2"=1'-0"E1 HANDRAIL ELEVATION AT BULKHEAD SLOT

0 2' 4'1'

NOTE:

1) LOCATION OF ALL HANDRAIL STANCHIONS ARE SHOWN ON PLATFORM PLAN

NOTE:

1) SEE D1/S-502 FOR INFORMATION NOT SHOWN

NOTE:

1) SEE D1/S-502 FOR INFORMATION NOT SHOWN

SCALE: 1 1/2"=1'-0"E4 TYPICAL PERIMETER TOE KICK PLATE

1' 2'0 6"

SCALE: 1 1/2"=1'-0"C5 ATTACHMENT OF RELOCATED EXISTING STORAGE FRAME

1' 2'0 6"

Fi le

L as t S av ed B y:

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

SHEET OF

x/ x/ xx xx

M-001

A N

D R

H F

C R

N O

N . T

R N

. T O

N N

U M

C H

C O

N U

D R

G N

U M

H , I

N C

2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

GENERAL MECHANICAL NOTES

SCREEN ASSEMBLY NOTES

1. FABRICATION ASSEMBLY AND DELIVERY TO BE CARRIED OUT BY

INTAKE SCREENS INC. (ISI). ADDITIONAL INSTRUCTIONS PROVIDED IN

SPECIFICATION SECTION 35 05 45.

2. SCREENS ARE TO BE FABRICATED FROM ASTM A276 TYPE 304

STAINLESS STEEL WEDGE WIRE WITH 0.069 INCH GAPS BETWEEN

WIRES AND 27% OPEN AREA.

3. SCREEN INTERIOR CONSISTS OF STAINLESS STEEL POROSITY PLATES

WITH VARIABLE DIAMETER HOES OVER THE LENGTH.

4. MAXIMUM FLOW THROUGH SCREEN ASSEMBLY SHALL BE 240 CFS

AND SCREENS SHALL BE ABLE TO WITHSTAND 10 FEET OF HEAD

DIFFERENTIAL MEASURED AT SCREEN CENTERLINE.

5. EIGHT 3/4" JETTING NOZZLES LOCATED ON EACH SCREEN (16 TOTAL).

EACH NOZZLE HAS A FLOW RATE OF 50 GPM, TOTALING 800 GPM WITH

MANIFOLD PRESSURE AT 10 PSI. JETTING NOZZLES ARE ORIENTED

TOWARDS TURBINE INTAKES AND ARE MOUNTED OFF OF BRUSH

ASSEMBLY. REQUIREMENTS FOR JETTING SYSTEMS PROVIDED IN

SPECIFICATION SECTION 35 04 45.00 99.

6. 6 TO 12 NYLON BRUSHES EQUIPPED FOR EXTERIOR SCREEN

CLEANING. EXTERIOR BRUSH HOLDERS PRESSURIZED TO DOUBLE AS

JETTING MANIFOLDS.

7. CENTRAL MANIFOLD EXTERIOR AREAS WHICH ARE NONROTATING

MAY BE USED TO MOUNT MISCELLANEOUS EQUIPMENT SUCH AS

SONAR, LIDAR, AND CONVENTIONAL CAMERAS.

8. INTERNAL SUBMERSIBLE MOTOR FOR SCREEN DRIVE UNITS TO BE

480-VAC, 3-PHASE, 60HZ RATED FOR 2.0 HP MAXIMUM.

9. INTERNAL BRUSHES ARE MOUNTED BETWEEN POROSITY PLATE AND

WEDGEWIRE SCREEN.

TRACK AND HOIST

1. TRACK RETRIEVAL SYSTEM WILL BE FABRICATED FROM ASTM A276

TYPE 304 STAINLESS STEEL.

2. ENTIRE SCREEN AND TRACK SYSTEM TO BE INSTALLED ON ISI

APPROVED STRUCTURAL STEEL BUMP OUT STRUCTURE.

3. WINCH TO BE CUSTOM DESIGNED BY OTHERS WITH A MINIMUM

CAPACITY OF 46,000 LBS.

ABBREVIATIONS

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

CFS CUBIC FEET PER SECOND

CL CENTERLINE

DIA DIAMETER

EL ELEVATION

GFI GOVERNMENT FURNISHED INFORMATION

GPM GALLONS PER MINUTE

HP HORSEPOWER

HZ HERTZ

ISI INTAKE SCREENS INCORPORATED

LB POUND

MIN MINIMUM

PH PHASE

PSI POUNDS PER SQUARE INCH

SS STAINLESS STEEL

TBD TO BE DETERMINED

TYP TYPICAL

USACE UNITED STATES ARMY CORPS OF ENGINEERS

Fi le

L as t S av ed B y:

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

SHEET OF

x/ x/ xx xx

M-002

A N

D R

H F

C R

N . T

R N

. T O

N N

U M

C H

C O

N U

D R

G N

U M

H , I

N C

2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

EQUIPMENT LIST

ASSEMBLY EQUIPMENT DESCRIPTION QUANTITY TAG NUMBER

RETRIEVAL TRACK

ELECTRICAL UMBILICAL SCREEN RETRIEVAL TRACK 1 RT-01

SCREEN HOIST 46,000 LB MIN LIFT CAPACITY 1 RT-02

SLACK LINE DETECTOR 1 RT-03

DOGGING BEAMS LOCKABLE 2 RT-04

DOCKING SENSOR MAGNETIC ACTION 1 RT-05

TEE SCREEN ASSEMBLY

ROTATING WEDGEWIRE CYLINDER SS, 27% MIN OPEN AREA, 0.069" GAPS 4 TS-01

POROSITY PLATE VARIABLE DIAMETER OPENINGS, 6" OFFSET FROM SCREEN 4 TS-02

INTERNAL ROTATION MOTOR 2 HP, 460V/3 PH/60 HZ 4 TS-03

TEE MANIFOLD STAINLESS STEEL, WITH MOUNTING FOR INSTRUMENTS 2 TS-04

JETTING PUMP 6 HP PORTABLE PUMP, 4" DISCHARGE, 400 GPM 2 TS-05

JETTING NOZZLES 3/4" NOZZLES, @ 10 PSI 16 TS-06

INTERNAL SCREEN BRUSHES ADJUSTABLE INTERNAL BRUSHES 4 TS-07

EXTERNAL SCREEN BRUSHES ADJUSTABLE EXTERNAL BRUSHES 4 TS-08

EXTERNAL JETTING MANIFOLD/BRUSH HOLDER PRESSURIZED BY JETTING PUMP 2 TS-09

19'-8 1/2"

11'-4"

'-9

7' -4

-4

SLEWING RING LOCATION

3' DIA, 3" THICK OUTRIGGER

PAD LOCATIONS, TYP

DIMENSIONS DERIVED FROM

MONOLITH SEAM

R36'-0"

LIFT RADIUS

LIMITR349.66

LIFT RADIUS

BOTTOM SCREEN

R338.95

LIFT RADIUS

TOP SCREEN

6' -1

A D

O M

O N

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

M-101

A N

D R

H F

C R

C . O

R N

. T O

C H

E D

N U

H , I

N C

2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

1. CRANE LIFT RADIUS FOR INSTALLATION IS MEASURED AT 30 FEET.

INDIVIDUAL SCREEN WEIGHT IS ANTICIPATED TO BE 23,000 LBS; MOBILE

CRANE CAPACITY IS 24,300 LBS AT 36 FEET.

2. REFER TO SHEET M-001 FOR SCREEN REQUIREMENTS.

3. OUTRIGGER DIMENSIONS BASED ON GFI COVERING USACE LIEBHERR

MOBILE CRANE USED ON SITE.

4. CRANE LOCATION AND LIFT SPECIFICATIONS DEPICTED ON THIS PAGE

PERTAIN TO USACE MAINTENANCE ACTIVITIES AND ARE FOR

INFORMATION ONLY, NOT FOR CONSTRUCTION.

5. DECK LOADING TO BE VERIFIED ACCEPTABLE BY USACE PRIOR TO

CRANE DEPLOYMENT.

GENERAL SHEET NOTES

SCALE: 1/4"=1'-0"

LIFTING RADIUS PLAN VIEWA1 0 4' 8'2'

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

M-111

A N

D R

H F

C R

N C

N . T

R N

. T O

C H

E D

N U

H , I

N C

2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

1. SEE SHEET M-001 FOR SCREEN REQUIREMENTS

GENERAL SHEET NOTES

SCALE: 3/8"=1'-0"

PLANA1

LIFTABLE SCREEN TROLLEY

STATIONARY TEE MANIFOLD

CUTOUT FOR GUIDE SLOTS

TO ALLOW RAPID BULKHEAD

AND TRASH RACK DEPLOYMENT

STATIONARY EXTERIOR BRUSH

AND JETTING MANIFOLD

ROTATING .069" WEDGEWIRE FISH

SCREENS, 27% OPEN AREA

SERVICE PLATFORM PER

STRUCTURAL SHEETS

4'0 2' 8'

TRUE N

PLAN

NORTH

23'-0 3/4"

9' -2

'-1

100"

SCREEN SYSTEM RAILS

SERVICE PLATFORM

EL 698.24

BOTTOM OF PLATFORM

FISH SCREEN

CYLINDERS AND

TROLLEY

EL 698.82

EL 694.32

EL 691.32

EL 687.82

EL 682.82

EL 677.57

EL 673.82

EL 668.82

EL 658.82

EL 653.82

EL 649.90

EL 645.82

CONCRETE LIFT LINES

DAM GANTRY CRANE

SEE NOTE 5

EL 669.35

TOP CYLINDER DOCKED CL

EL 659.30

BOTTOM CYLINDER DOCKED CL

EL 654.893

TRACK INVERT

EL 663.65

EXISTING CRANE STAIR TO BE MODIFIED BY

USACE TO PROVIDE REQUIRED CLEARANCE

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

M-211

SNO NOS

A N

D R

H F

C R

N C

N . T

R N

. T O

C H

E D

N U

H , I

N C

2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

AEC_Div26 - Electrical.cel

SCALE: 3/16"=1'-0"

ELEVATIONA1

1. SEE SHEET M-001 FOR SCREEN REQUIREMENTS.

2. DAM CONCRETE FILL LINES PROVIDED TO INFORM STRUCTURAL

BUMP-OUT DESIGN EFFORTS.

3. CONCRETE LIFT LINES SHOWN BASED ON REFERENCE DRAWING

DX-112-97.

4. DAM DECK HANDRAILS NOT SHOWN FOR CLARITY.

5. MINIMUM DISTANCE FROM LIFTING RAILS TO UPSTREAM DAM FACE IS

100".

6. REFER TO 35 05 45.00 99 SECTION 2.2.3.2 FOR REQUIREMENTS

PERTAINING TO CORROSION PROTECTION SYSTEM NOT SHOWN.

7. SCREEN ELEVATIONS AND TRACK INVERT BASED ON RELATIVE DATA,

SUBJECT TO CHANGE.

8'0 4' 16'

EL 698.64

MAXIMUM FOREBAY

EL 696.3

MEDIAN FOREBAY

EL 694.64

MINIMUM FOREBAY

BOTTOM SCREEN

TOP SCREEN

EL 698.64

MAXIMUM FOREBAY

EL 696.3

MEDIAN FOREBAY

EL 694.64

MINIMUM FOREBAY

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

M-212

A N

D R

H F

C R

N C

N . T

R N

. T O

C H

E D

N U

H , I

N C

2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

AEC_Div26 - Electrical.cel

SCALE: 3/16"=1'-0"

INTERMEDIATE POSITIONA1

1. SEE SHEET M-001 FOR SCREEN REQUIREMENTS.

GENERAL SHEET NOTES

SCALE: 3/16"=1'-0"

LIFTED POSITIONA4 8'0 4' 16'8'0 4' 16'

40.57"

181"

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

M-501

A N

D R

H F

C R

H O

A N

D E

C . O

R N

. T O

C H

E D

N U

H , I

N C

2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

SCALE: 3/4"=1'-0"

HOIST - SIDE VIEWA1 SCALE: 3/4"=1'-0"

HOIST - FRONT VIEWA3

SCALE: 3/4"=1'-0"

HOIST - PLAN VIEWC1

GENERAL SHEET NOTES

1. SEE SHEET M-001 FOR SCREEN REQUIREMENTS

2. CURRENT HOIST ARRANGEMENT IS REPRESENTATIVE OF A

CONSERVATIVE ANTICIPATED SIZING. ISI TO CONTRACT FURTHER

DESIGN AS PART OF FINAL DESIGN EFFORTS AFTER BID.

WEATHERTIGHT PROTECTIVE HOUSING

LIFTING EYE (TYP.)

SCALE: NTS

HOIST - ISOMETRICA32'0 1' 4'

2'0 1' 4' 2'0 1' 4'

WINCH MOTOR ACCESS DOOR

APPROXIMATE WINCH

LOCATION AND

EXTENTS; WINCH

DESIGN TBD DURING

ISI DESIGN PROCESS

SCREEN SYSTEM RAILS

ISI TO PROVIDE MINIMUM

3" CLEARANCE BETWEEN

CRANE COMPONENTS

AND SCREEN ASSEMBLY

ELEMENTS

TOP OF BANNISTER AT EL 709.32

'-2

1'-4"

8'-4"

EL 698.64

MAXIMUM FOREBAY

EL 696.3

MEDIAN FOREBAY

GANTRY CRANE ACCESS STAIRWELL

(HANDRAILS NOT SHOWN)

HARD STOPS

DOGGING

BEAMS

EL 694.64

MINIMUM FOREBAY

2'-10 1/4"

REMOVABLE BOAT LADDER

STAIRWELL TO BE MODIFIED BY USACE

TO PROVIDE REQUIRED CLEARANCE

Fi le

L as t S av ed B y:

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

SHEET OF

M-503

A N

D R

H F

C R

H O

N A

N D

E C

N . T

R C

N U

R 'S

E C

O N

T N

U M

D R

G N

U M

H , I

N C

2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

SCALE: 1/16"=1'-0"

HOIST INSTALLATION AND EQUIPMENT SERVICE CLEARANCESA1

GENERAL SHEET NOTES

1. SEE SHEET M-001 FOR SCREEN REQUIREMENTS.

0 8' 32'16'

'-1

2" 8' -8

1'-5 7/8"

3'-4 1/2"

7'-4 5/8"

TOP SCREEN

BOTTOM SCREEN

9 1/8"

2' -3

5'-4 1/4"

2' -1

Fi le

L as t S av ed B y:

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

SHEET OF

x/ x/ xx xx

M-521

A N

D R

H F

C R

N V

D O

N D

N . T

R N

. T O

N N

U M

C H

C O

N U

D R

G N

U M

H , I

N C

2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

SCALE: 3/8"=1'-0"

DOCKED FRONT ELEVATIONA1 SCALE: 3/8"=1'-0"

DOCKED SIDE ELEVATIONA4

GENERAL SHEET NOTES

1. SEE SHEET M-001 FOR SCREEN REQUIREMENTS

2. CONTOURS ARE SHOWN AT POINT OF DEEPEST INTERFERENCE

ELECTRICAL SYMBOLS FOR DIAGRAMS ABBREVIATIONSELECTRICAL SYMBOLS FOR PLANS

DEAD BREAK JUNCTION BOX

DOUBLE THROW SAFETY SWITCH

VARIABLE FREQUENCY DRIVE

CONTROL RELAY

T-THERMOSTAT, TS-TEMPERATURE

DISCONNECT SWITCH HEAVY DUTY

HP RATED

THERMAL DISCONNECT SWITCH

(MOTORS)

PUSH BUTTON LOCKOUT STOP

PUSH BUTTON LETTER ADJACENT INDICATES

O-OPEN, C-CLOSE, F-FAST, S-SLOW, T-TEST,

SP-STOP, ST-START, MSLOS-MAINTAINED

START/LOCKOUT STOP

SELECTOR SWITCH, HAND-OFF-AUTO, OR AS NOTED

NORMALLY OPEN CONTACT (LETTER

INDICATES OPERATING COIL). CONTACTS ARE

SHOWN WITH RELAY COILS DE-ENERGIZED.

NORMALLY CLOSED CONTACT (LETTER

INDICATES OPERATING COIL)

OVERLOAD HEATER

TRANSFORMER (SIZE AND RATING AS SHOWN ON

DRAWING) DELTA - WYE CONNECTION

CONNECTION TO GROUND

MATING CONTACTS (DRAW OUT EQUIPMENT)

METER: A AMMETER, V VOLTMETER,

KW KILOWATTS

CURRENT TRANSFORMER

WIRES NOT CONNECTED

WIRES CONNECTED

CIRCUIT BREAKER FRAME AND TRIP RATING

AS INDICATED, MCP-MOTOR CIRCUIT PROTECTOR,

THER MAG-THERMAL AND MAGNETIC TRIP

CARTRIDGE FUSE AND FUSE HOLDER

POLE MOUNTED FUSED DISCONNECT SWITCH

FLOW SWITCH, NORMALLY CLOSED

(MOMENTARY) NORMALLY CLOSED

PUSH BUTTON SWITCH

(MAINTAINED) NORMALLY CLOSED

PUSH BUTTON SWITCH

(MOMENTARY) NORMALLY OPEN

PUSH BUTTON SWITCH

LINE REACTOR

ELAPSED TIME METER

INSTANTANEOUS OVERCURRENT RELAY

AC TIME OVERCURRENT RELAY

SYNCHRONISM CHECK RELAY

NEUTRAL OVERCURRENT RELAY

VFD

T TS

YΔ

A V KW

XXAF

XXAT

NEUTRAL TIME-OVERCURRENT RELAY

LIGHTNING ARRESTOR

HEAT DETECTOR

SMOKE DETECTOR

PULL STATION

RESISTOR

3 POSITION

SELECTOR SWITCH

2 POSITION

SELECTOR SWITCH

INDICATING LIGHT

LETTER DENOTES COLOR

R= RED G= GREEN

Y= YELLOW A= AMBER

B= BLUE C= CLEAR

PUSH TO TEST INDICATING LIGHT

LETTER DENOTES COLOR

R= RED G= GREEN

Y= YELLOW A= AMBER

B= BLUE C= CLEAR

POTENTIOMETER

RESISTANCE

TEMPERATURE

DETECTOR

GENERATOR

MOTOR

(WIRING DIAGRAMS)

MOTOR STARTER

X DENOTES

NEMA STARER SIZE

PLC INPUT

PLC OUTPUT

LIMIT SWITCH, NORMALLY CLOSED

LIMIT SWITCH, NORMALLY OPEN

RACEWAY/CONDUCTOR CALL-OUT

BRAKE MOTOR

MOTOR

NUMBER DENOTES MOTOR HP

(SINGLE LINE DIAGRAMS)

EXISTING MOTOR

MEDIUM VOLTAGE CIRCUIT BREAKER

FLOAT SWITCH, NORMALLY CLOSED,

OPENS ON RISING LEVEL

FLOAT SWITCH, NORMALLY CLOSED,

CLOSES ON RISING LEVEL

TEMPERATURE SWITCH, NORMALLY

CLOSED, OPENS ON RISING TEMPERATURE

b A

A-5

A-1

3 PH,9

JB J

LIS

TS T

100AS/50AF

TEMPERATURE SWITCH, NORMALLY OPEN,

CLOSES ON RISING TEMPERATURE

LUMINAIRE IDENTIFIER:

LETTER INSIDE CIRCLE

INDICATES LUMINAIRE TYPE.

LOWER CASE LETTER IDENTIFIES

SWITCH LEG. SEE LIGHTING FIXTURE

SCHEDULE

CONTROL STATION (FIELD)

SINGLE RECEPTACLE

GROUNDING TYPE,

A-5:PANEL A, CIRCUIT #5

DUPLEX RECEPTACLE

GROUNDING TYPE,

A-1:PANEL A, CIRCUIT #1

SPECIAL PURPOSE

RECEPTACLE 3 PHASE USE.

USE AS NOTED ON PLAN,

NUMBER INDICATES AMPERES

PENDANT RECEPTACLE

SINGLE POLE SWITCH,

LOWER CASE LETTER

IDENTIFIES SWITCH LEG

THREE WAY SWITCH,

LOWER CASE LETTER

IDENTIFIES SWITCH LEG

JUNCTION BOX

LIMIT SWITCH; T

(TORQUE OPERATED)

TEMPERATURE SWITCH/

THERMOSTAT

NON-FUSED DISCONNECT

SWITCH

FUSED DISCONNECT (100A

SWITCH, 50A FUSE)

MOTOR

PORTABLE GENERATOR

RECEPTACLE

PULL BOX

GENERAL LIGHTING, TYPE AS NOTED ON FIXTURE

SCHEDULE

INDOOR LIGHTING, TYPE AS NOTED ON FIXTURE

SCHEDULE

ALARM, STROBE LIGHT

ALARM, HORN

CONDUIT, EXPOSED UNLESS OTHERWISE NOTED ON

PLAN

CONDUIT, UNDERGROUND UNLESS OTHERWISE NOTED

ON PLAN

EQUIPMENT LOCATION IDENTIFIER

HOME RUN TO PANELBOARD 2C#12 WIRES UNLESS

OTHERWISE NOTED BY HATCH MARKS. CALLOUT

DENOTES PANEL DESIGNATION AND CIRCUIT NUMBER.

CONDUIT AND CONDUCTOR FOR HOME RUN TO

PANELBOARD HATCH MARKUPS INDICATE NUMBER OF

#12 CONDUCTORS UNLESS OTHERWISE NOTED ON

PLAN. NO HATCH MARKS IS 2C#12.

GROUND ROD EARTH

ITEM TO BE REMOVED

M c b

A AMPERE

AC ALTERNATING CURRENT

AE ABSOLUTE ENCODER

AF AMPERAGE FRAME

AM AMMETER

AT AMPERAGE TRIP

ATS AUTOMATIC TRANSFER SWITCH

AUX AUXILIARY

AWG AMERICAN WIRE GAUGE

BH BRAKE HEATER

BKR BREAKER

BLDG BUILDING

BP BYPASS

BR BRAKE

C CONDUIT, CONTROL

CB CIRCUIT BREAKER

CC CONTROL CABINET

CCTV CLOSED CIRCUIT TELEVISION

CKT CIRCUIT

COM COMMON

COMM COMMUNICATIONS

CP CONTROL PANEL

CR CONTROL RELAY

CS CONTROL STATION

CT CURRENT TRANSFORMER

DBR DYNAMIC BRAKING RESISTOR

DC DIRECT CURRENT

DIG DIGITAL

DS DISCONNECT SWITCH

DWG DRAWING

E ELECTRICAL

EA EACH

EL ELEVATION

EGC EQUIPMENT GROUNDING CONDUCTOR

ER ELECTRICAL ROOM

ERCC ELECTRICAL ROOM CONTROL CABINET

EXST EXISTING

EOLR END OF LINE RESISTOR

FLOUR FLUORESCENT

F/O FIBER OPTICS

FOP FIBER OPTIC PATCH PANEL

FU FUSE

GALV GALVANIZED

GEC GROUNDING ELECTRODE CONDUCTOR

GH GEARBOX HEATER

H HEATER

HMI HUMAN MACHINE INTERFACE

HVAC HEATING, VENTILATION, AND AIR CONDITIONING

I INSTRUMENT, CURRENT

ID IDENTIFICATION

I/O INPUT/OUTPUT

KAIC KILO AMPERES INTERRUPTING CAPACITY

KV KILO VOLT

KVA KILO VOLT- AMPERES

LC LIGHTING CONTRACTOR

LCP LOCAL CONTROL PANEL

LED LIGHT EMITTING DIODE

LOC LOCAL

LS LIMIT SWITCH/HIGH LIMIT SWITCH

LSH LIMIT SWITCH HEATER / HIGH LIMIT SWITCH

LSHH HIGH OVER-TRAVEL LIMIT SWITCH

LSI LONG TIME, SHORT TIME, INSTANTANEOUS

LSIG LONG TIME, SHORT TIME, INSTANTANEOUS, GROUND FAULT

LSL LOW LIMIT SWITCH

LSLL LOW OVER-TRAVEL LIMIT SWITCH

LSX BRAKE LIMIT SWITCH

LT LIGHTING

M,MTR MOTOR

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MS MOTOR STARTER

(N) NEW

N NEUTRAL

NC NORMALLY CLOSED

NO NORMALLY OPEN

NTS NOT TO SCALE

OA OIL AIR

OH OVERHEAD

OIT OPERATOR INTERFACE TERMINAL

OL OVERLOAD

PB PUSHBUTTON

PC PENDANT CONTROL

PH PHASE

PL PILOT LIGHT

PNLBD PANELBOARD

POE POWER OVER ETHERNET

PP POWER PANEL

PT POTENTIAL TRANSFORMER

PTT PUSH TO TEST

PVCRS PVC COATED RIGID STEEL

PWR POWER

PLC PROGRAMMABLE LOGIC CONTROLLER

R RESISTOR OR RED

RC REMOTE CONTROL

RCPT RECEPTACLE

REF REFERENCE

REQD REQUIRED

RGS RIGID GALVANIZED STEEL

RTD RESISTANCE TEMPERATURE DETECTOR

SD SPILLWAY DECK

SH SPACE HEATER

SHLD SHIELD

SS SELECTOR SWITCH

SSL LOW SPEED SWITCH

SV SOLENOID VALVE

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCHGEAR

XF/XFMR TRANSFORMER

TB TERMINAL BLOCK

TYP TYPICAL

UG UNDERGROUND

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

V VOLT

VA VOLT - AMPERES

VAC VOLTS ALTERNATING CURRENT

VDC VOLTS DIRECT CURRENT

VFD VARIABLE FREQUENCY DRIVE

VM VOLTMETER

VT VOLTAGE TRANSFORMER

WP WEATHERPROOF

W WIRE, OR WATT

WM WATTMETER

Z IMPEDANCE

ZS POSITION SWITCH

XXXX

ETM

50N

51N

Fi le

L as t S av ed B y:

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

SHEET OF

E-001

A N

D R

H F

C R

D A

N S

R A.

N N

U M

C H

C O

N U

D R

G N

U M

H , I

N C

2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

SCALE: NTS

LEGENDS AND ABBREVIATIONSA1

A1 E-301

JUNCTION BOX

8"x8"X8" MIN

FROM EXISTING SWITCHGEAR ON

TURBINE FLOOR, SEE DWG E-102

SCREENS HOIST

INTAKE SCREENS LOCAL

CONTROL PANEL

SCREENS

INTAKE SCREENS MAIN

CONTROL PANEL

5" CORE DRILL WITH 3 EMBEDDED CONDUITS

S8-C-SLCP

XQ8-Q1-SLCP

JUNCTION BOX

8"x8"X8" MIN

FPP-FO-SLCP

CR3B-R13

STANCHION MOUNTED

LIGHT FIXTURE

CR3B-R13

SEE NOTE 2

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

E-101

A N

D R

H F

C R

P O

F D

R A.

C H

E D

N U

H , I

N C

2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

SCALE: 1/4"=1'-0"

TOP OF DAM ELECTRICAL PLANA1

TRUE N

PLAN

NORTH

0 4' 8'2'

1. INTAKE SCREENS MAIN AND LOCAL CONTROL PANEL IS PROVIDED BY

VENDOR.

2. CABLES AND CONDUIT BETWEEN MAIN AND LOCAL CONTROL PANELS

AND BETWEEN CONTROL PANELS AND INDIVIDUAL MOTORS AND

INSTRUMENTS TO BE SPECIFIED BY SCREENING SYSTEM VENDOR AND

PROVIDED BY CONTRACTOR.

3' -0

1'-0"

9' -0

'-1

WATER SUPPLY PIPE CL

28 359

480V SWGR15KV SWITCHGEAR

4' -0

CONTROL CENTER CQ2

10 KVA INVERTER INV1 AND BYPASS SWITCH

15 KVA TRANSFORMER 480/120 TH1

PREFERRED AC PANELBOARD CH1

125 VOLT BATTERY CHARGERS BC1 & BC2

DC SWITCHBOARDS SB1 & SB2

BATTERY MONITORING REMOTE STATION

FIBER OPTIC PATCH PANEL ENCLOSURE

BATTERY DISCONNECT BZ2

EXISTING

CABINET WITH

NETWORK

SWITCH

FRAME S1A OF

EXISTING

SWITCHGEAR

FIBER OPTIC AND POWER CABLES GO UP

THROUGH CEILING HERE TO GENERATOR

ROOM. SEE DETAIL B1 THIS SHEET.

EXISTING FIBER

OPTIC CABLE

FRAME S8 OF EXISTING

SWITCHGEAR

(EXISTING PLC IN HERE)

S8-C-SLCP

FPP-FO-SW

XQ8-Q1-SLCP

FIRE PUMP CONTROLLER

FLOOR PENETRATIONS

TO TURBINE ROOM

1'X2'

CONDUIT RACK

BUS

CURB

TRANSFORMER

FIRE PUMP

4'-61 2"

5'-0"

4'-6" 12'-01 4"

FPP2

BOTTOM AT

105" AFF

PULL BOX PB1

BOTTOM AT 105" AFF

GENERATION WALL

CONDUIT PENETRATIONS

PULL BOX

BUS DUCT NEUTRAL CURRENT

TRANSFORMER

EMBEDDED

TRANSFORMER

TRACK

TRANSFORMER

S8-C-SLCP

CONTINUES TO WATER TREATMENT ROOM

SEE DETAIL D1 THIS SHEET

XQ8-Q1-SLCP

FPP-FO-SW

BATTERY ROOM

HEATER (BRH)

JUNCTION BOX, JBCR3

SPC1 CR3B LC3 CR3A

LIGHTING TRANSFORMER

TR3

PANEL BOARD

CQ3

EXHAUST FAN

(BRE)

BATTERY AUX PANEL

125VDC

BATTERY RACKS

SM-U/-BE

H-U/-BE

AIR FLOWSWITCH

EXISTING HATCH

CONTINUED ON

DX-113-100

CONDUIT PENETRATION

HOT WATER

TANK

PB3

S8-C-SLCP

TO TOP OF DAM.

SEE SHEET E-101.

S8-C-SLCP

EXISTING FO

PATCH PANEL

FPP-FO-SLCP

CONTINUES TO GENERATOR ROOM.

SEE DETAIL B1 THIS SHEET.

XQ8-Q1-SLCP

EXISTING PANELBOARD CR3B

SEE NOTE 2

CR3B-R13

FPP-FO-SW

FPP-FO-SLCP

FPP-FO-SWD

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

E-102

A N

D R

H F

C R

O U

O W

N D

W O

R K

C O

N N

O N

. L

N A.

C H

E D

N U

H , I

N C

2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

1. FIBER OPTIC FINAL TERMINATIONS TO BE DONE BY USACE ONLY.

2. CONTRACTOR TO TERMINATE LIGHTING CIRCUIT IN THIS LOCATION

CIRCUIT 13.

GENERAL SHEET NOTES

SCALE: 1/4"=1'-0"

TURBINE ROOM ELECTRICAL PLAN AT ELEVATION 646.25A1

E N

PLAN

NORTH

0 4' 8'2'

SCALE: 1/4"=1'-0"

GENERATOR ROOM ELECTRICAL PLAN AT ELEVATION 660.00B1

E N

PLAN

NORTH

0 4' 8'2'

SCALE: 1/4"=1'-0"

WATER TREATMENT ROOM ELECTRICAL PLAN AT ELEVATION 687.50D1

TRUE N

PLAN

NORTH

0 4' 8'2'

INTAKE SCREENS

MAIN CONTROL

PANEL

SCREEN HOIST

JUNCTION BOX

8"x8"x8" MIN

4" CORE DRILL WITH 2

EMBEDDED CONDUITS

TO SWITCHGEAR AND TURBINE FLOOR

VIA PULLBOX 3 (PB3) LOCATED IN

WATER TREATMENT ROOM. SEE

DWG D1/E-102.

INTAKE SCREEN 1

INTAKE SCREEN 2

2' -0

EXISTING CRANE

SYSTEM

FPP-FO-SLCP

S8-C-SLCP

JUNCTION BOX

8"X8"X8" MIN

S8-C-SLCP

INTAKE SCREENS

LOCAL CONTROL

PANEL

FPP-FO-SLCP

XQ8-Q1-SLCP

CR3B-R13

SEE NOTE 1

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

E-301

A N

D R

H F

C R

R O

O N

R A.

C H

E D

N U

H , I

N C

2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

AEC_Div26 - Electrical.cel

SCALE: 1/4"=1'-0"

ELECTRICAL CROSS SECTION VIEWA1 0 4' 8'2'

1. CABLES AND CONDUIT BETWEEN MAIN AND LOCAL CONTROL PANELS

AND BETWEEN CONTROL PANELS AND INDIVIDUAL MOTORS AND

INSTRUMENTS TO BE SPECIFIED BY SCREENING SYSTEM VENDOR AND

PROVIDED BY CONTRACTOR.

KEY PLAN / GENERAL SHEET NOTES

E-601

A N

D R

H F

C R

O W

N E-

E D

R A.

C H

E D

N U

H , I

N C

2T H

N E.

E, W

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

H O

INTAKE SCREENS MAIN CONTROL PANEL

SEE NOTE 2

M O

P U

M P

R L 1

M O

P U

M P

XQ6

70A

XQ7

70A

INCOMING 480V LINE FROM

BACKUP DIESEL GEN

SEE DXD-10-6-1A21/1

480A

XQ2

600A

XQ1

250A

TO CQ1

XQ3

TO CQ2

TO CQ3

250A

XQ4

100A

XQ5

70A

XQ8

TR1

TRANSFORMER

FOR CRO PLANEL

25 KVA,

480-120/240V

TO CRO

SEE DXD-10-6-1A21/1

INCOMONG 480V LINE

FROM TURBINE GEN.

SEE DXD-10-9-6-1A2/1

FRAME S1A

(LOCATED IN

SECTION S1A OF

480V SWITCHGEAR)

SCALE: NTS

ELECTRICAL POWER ONE-LINE DIAGRAMA1

NOTE 1

F R

1. CIRCUIT BREAKER MUST MATCH EXISTING BREAKER IN BOTH TYPE AND

INTERRUPT RATINGS.

2. INTAKE SCREENS MAIN CONTROL PANEL TO BE PROVIDED BY

SCREENING SYSTEM VENDOR.

3. CABLES BETWEEN MAIN CONTROL PANEL AND INDIVIDUAL MOTORS TO

BE SPECIFIED BY SCREENING SYSTEM VENDOR AND PROVIDED BY

CONTRACTOR.

GENERAL SHEET NOTES

XQ8-Q1-SLCP

480V, 3 PHASE

XFMR

500VA

480-120V

120V LOADS

AND CONTROL

POWER

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

LOCAL

D/S

LOCAL

D/S

LOCAL

D/S

LOCAL

D/S

LOCAL

D/S

LOCAL

D/S

LOCAL

D/S

SCREEN HOIST MOTORSCREEN 1

MOTOR RUNNING

FORWARD

MOTOR OVERLOAD

SCREEN 1 MOTOR A

SCREENS #1

RAISED POSITION

HOIST

RUN

RUNNING

JETTING

PUMP MOTOR 1

STARTERSCREEN 1 MOTOR B SCREEN 2 MOTOR A SCREEN 2 MOTOR B

LOWERING

RAISE

RAISING

LOWER

OVERLOAD

HOIST MOTOR

INTAKE SCREENS LOCAL CONTROL PANEL

ONE-LINE DIAGRAM

ETHERNET

NETWORK

SWITCH

PROCESSOR

RACK

PLC I/O RACK

PLC CONTROL PANEL

STARTER STARTER

RUN

RUNNING

OVERLOAD

JETTING

PUMP MOTOR 2

STARTER

SCREEN 2 SYSTEM

RUN FORWARD

RUN REVERSE

G DOCKED

SLACK CABLE

UP LIMIT

SCREEN MOTOR

RUNNING FORWARD

SCREEN MOTOR

B OVERLOAD

SCREEN MOTOR

A OVERLOAD

SCREEN MODE

LOCAL OFF REMOTE

ROTATION

SCREEN FORWARD

EMERGENCY STOP HOIST RAISE

HOIST LOWER

HOIST

LOCAL OFF REMOTE

DOGGING DEVICE #1

EXTENDED

DOGGING DEVICE #1

RETRACTED

PLATFORM

HMI

MOTOR RUNNING

REVERSE

MOTOR RUNNING

FORWARD

MOTOR OVERLOAD

STARTER

RUN FORWARD

RUN REVERSE

MOTOR RUNNING

REVERSE

MOTOR RUNNING

FORWARD

MOTOR OVERLOAD

STARTER

RUN FORWARD

RUN REVERSE

MOTOR RUNNING

REVERSE

MOTOR RUNNING

FORWARD

MOTOR OVERLOAD

STARTER

RUN FORWARD

RUN REVERSE

MOTOR RUNNING

REVERSE

DOGGING DEVICES

EX…

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File details come from the government source that posted it. Updated Sep 22, 2025.