07 DRAFT Drawings - Dexter FF - Mechanical.pdf

PDF 31 MB Posted Oct 21, 2022

Attached to: Dexter Adult Fish Facility Upgrades
Solicitation number: W9127N23R0005
Issued by: Department of the Army Corps of Engineers Engineering District Portland

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract opportunity for upgrades to the Dexter Adult Fish Facility. The U.S. Army Corps of Engineers seeks a firm-fixed price contract for improvements to the Dexter Dam fish ladder and sorting areas in Lane County, Oregon. Work includes replacing over 90% of the fish ladder and building new concrete sorting pools, along with associated structures like walkways, pipelines, and a fish transfer system. The estimated value is between $50-100 million to be completed from March 2023 through November 2026. Proposals are due by December 23, 2022. The site visit will take place on November 17, 2022, with RSVPs required by November 9. This is an unrestricted full and open competition under NAICS code 237990 with a $39.5 million small business size standard. The award will be made using best value tradeoff procedures.

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Other files

File	Type	Posted
B.01 05 DRAFT Drawings - Dexter FF - Structural Part3 of 3.pdf	PDF	Oct 24, 2022
B.01 05 DRAFT Drawings - Dexter FF - Structural Part1 of 3.pdf	PDF	Oct 24, 2022
B.01 05 DRAFT Drawings - Dexter FF - Structural Part2 of 3.pdf	PDF	Oct 24, 2022
08 DRAFT Drawings - Dexter FF - Electrical.pdf	PDF	Oct 21, 2022
03 DRAFT Drawings - Dexter FF - Civil.pdf	PDF	Oct 21, 2022
04 DRAFT Drawings - Dexter FF - Landscape.pdf	PDF	Oct 21, 2022
05 DRAFT Drawings - Dexter FF - Structural.pdf	PDF	Oct 21, 2022
02 DRAFT Drawings - Dexter FF - Geotechnical.pdf	PDF	Oct 21, 2022
01 DRAFT Drawings - Dexter FF - General.pdf	PDF	Oct 21, 2022
06 DRAFT Drawings - Dexter FF - Architectural.pdf	PDF	Oct 21, 2022
09 DRAFT Drawings - Dexter FF - Informational.pdf	PDF	Oct 21, 2022
W9127N23R0005 DRAFT Solicitation and Specs.pdf	PDF	Oct 20, 2022

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US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

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GENERAL MECHANICAL NOTES:

1. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS.

VERIFY EXISTING PLUMBING PIPING SYSTEMS, STRUCTURES

AND VERIFY NEW POINTS OF CONNECTION TO EXISTING

PIPING PRIOR TO PREFORMING WORK.

2. BREAK ALL CORNERS AND EDGES TO CREATE SMOOTH

SURFACES WHERE MAY INTERACT WITH PIPING.

3. UNLESS OTHERWISE NOTED, MECHANICAL FASTENERS SHALL

BE 18-8 OR 300 SERIES STAINLESS STEEL AND INSTALLED

UNSING AN APPROVED ANTI-GALLING COMPOUND.

4. VARIOUS DIMENSIONS SHOWN ARE BASED ON ASSUMED

EQUIPMENT SIZE. ADJUSTMENTS MAY BE REQUIRED

DEPENDING ON ACTUAL EQUIPMENT SUPPLIED.

5. ALL BURIED AND CONCRETE ENCASED COPPER PIPING SHALL

BE INSTALLED WITH A PROTECTIVE SLEEVE, OR WRAP, FOR

ITS ENTIRE LENGTH. SLEEVE, WRAP. IT MUST BE FLEXIBLE

POLYETHYLENE MANUFACTURED FOR CONTINUOUS PIPE

COVER APPLICATION. EXTEND SLEEVE, OR WRAP, 2 INCHES

ABOVE FINISHED FLOOR.

6. ALL PIPE PENETRATIONS THROUGH FLOORS AND WALLS MUST

BE SLEEVED AND SEALED WITH MANUFACTURER APPROVED

COVERINGS.

7. PIPING ELEVATIONS SHOWN ARE APPROXIMATE, FIELD VERIFIY

PIPING ELEVATIONS WITH NEW AND EXISTING CONDITIONS

PRIOR TO INSTALLATION.

PLUMBING FIXTURE

IDENTIFICATION

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

KS KITCHEN SINK

LAV LAVATORY

SS SERVICE SINK

TP TRAP PRIMER

WC WATER CLOSET

WH WATER HEATER

EXAMPLE:

M LAV 2

BUILDING IDENTIFER

FIXTURE LEGEND

ITEM NUMBER

VALVE SYMBOLS

HVAC FLOW

IDENTIFICATION

EA EXHAUST AIR

OA OUTSIDE AIR

RA RETURN AIR

SA SUPPLY AIR

1. SEE SHEET MW101

2. FACILITY WATER SUPPLY MUST BE UNINTERRUPTED.

3. INTERIM PIPING MUST BE SUITABLE FOR AN OPERATING PRESSURE OF 100 PSI.

4. INTERIM PIPING MUST BE CLEAN AND SUITABLE FOR POTABLE WATER.

INTERIM WATER SUPPLY FEATURES

GATE VALVE

SINGLE LINE DOUBLE LINE

BUTTERFLY

BALL VALVE

KNIFE GATE

PLUMBING FLOW

IDENTIFICATION

HW HOT WATER (POTABKE)

PD PROCESS DRAIN

SS SANITARY SEWER

W1 POTABLE WATER

PLUMBING DESIGNATION

EXAMPLE:

16" HW

PIPE USE IDENTIFICATION LEGEND

NOMINAL PIPE DIAMETER

HVAC EQUIPMENT

IDENTIFICATION

ACU AIR CONDITIONING UNIT

AHU AIR HANDLING UNIT

AFS AIR FLOW SWITCH

BD BUTTERFLY DAMPER

BDD BACKDRAFT DAMPER

CD CEILING DIFFUSER

CP CONTROL PANEL

CU CONDENSING UNIT

DG DOOR FRILLE

ECP ENVIRONMENTAL CONTROL PANEL

EDH ELECTRIC DUCT HEATER

EF EXHAUST FAN

EG EXHAUST GRILLE

ER EXHAUST REGISTER

EUH ELECTRIC UNIT HEATER

FC FLEXIBLE CONNECTION

FD FIRE DAMPER

FRP FIBERGLASS REINFORCED PLASTIC

IDH INLINE DUCT HEATER

IU INDOOR HEAT PUMP UNIT

MAU MAKE-UP AIR UNIT

MD MOTORIZED DAMPER

ML MOTORIZED LOUVER

MS MOTOR STARTER

OBD OPPOSED BLADER DAMPER

OU OUTDOOR HEAT PUMP UNIT

RAR RETURN AIR REGISTER

RG RETURN GRILLE

SD SMOKE DETECTOR

SG SUPPLY GRILLE

SR SUPPLY REGISTER

UH UNIT HEATER

1. PIPE SUPPORT DETAIL ON SN 101

2. SUPPORT BEAM: W18 X 106; FLANGE HEIGHT: 11.2" , BEAM DEPTH: 18.7IN.

NOTE THE BEAM IS LAID FLAT, SO THE FLANGE IS PERPENDICULAR TO THE

WATER SURFACE

3. PIPE: DIAMETER IS 18"

4. SPACE BETWEEN SUPPORT BEAM AND PIPE IS 6"

RETURN TO RIVER PIPE

FISH CONTACT SURFACES

1. ALL EXPOSED JOINTS, WELDS, EDGES, ETC. THAT FISH MAY COME INTO

CONTACT WITH MUST BE GROUND FLUSH AND SMOOTH TO THE TOUCH.

2. EXAMPLES OF THESE FISH CONTACT AREAS ARE, BUT ARE NOT LIMITED TO:

• WETTED SURFACES AND TRANSITION EDGES (SPECIFICALLY EXCLUDES

WATER SUPPLY PIPE AND AREAS GUARDED BY SCREEN FEATURES)

• FINGER WEIR

• CROWDER SCREEN

• INTERIOR FLUME AND SWITCHGATE SURFACES

• INTERIOR TANK SURFACES

• SORTING TABLE SURFACES

• INTERIOR FISH PIPE SURFACES

• INTERIOR FISH LADDER SURFACES

• INTERIOR FISH HOPPER SURFACES

• POOL 1 TURNING VANE

• DIFFUSER GRATINGS

• ENTRANCE CONTROL GATE

• FISH EXCLUSION GATE

• ENTRANCE GATE GUIDES

• AWS TRASHRACK AT WEST END OF EXISTING LADDER

3. CONTRACTOR IS RESPONSIBLE TO ENSURE FISH CONTACT SURFACES ARE

SAFE FOR FISH CONTACT. SHOP INSPECTIONS WILL INCLUDE A USACE

BIOLOGIST. CONTRACTOR MAY REQUEST A BIOLOGIST EVALUATION VIA GQAR.

DRAFT

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IDENTIFICATION

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PIPING DESIGNATION

INDICATES PIPE

SIZE IN INCHES

INDICATES PIPE SERVICE WHEN SHOWN

(SEE ABBREVIATIONS BELOW)

INDICATES PIPE MATL

(SEE ABBREVS BELOW)

DOUBLE LINE SINGLE LINE

WELD JOINT

FLANGED JOINT

FLANGED COUPLING ADAPTER

FLEXIBLE COUPLING

WITH THRUST TIES

CONCENTRIC REDUCER

ECCENTRIC REDUCER

FLANGED BUTTERFLY VALVE

GATE VALVE

KNIFE GATE VALVE

MISCELLANEOUS PIPING SYMBOLS

AIR VENT (MANUAL)

3" - V 400

CONTROL VALVES

MANUAL VALVES AND CHECK VALVES

VALVE SYMBOLS

GATE

BUTTERFLY

GLOBE

BALL

ECCENTRIC PLUG

SEATING PORT

PLUG OR COCK

NEEDLE

SWING CHECK

BALL CHECK

PRESSURE RELIEF

AIR VENT (AUTO)

SOLENOID VALVE

IMPLIED BY INDICATED FLOW PATTERN.

INDICATE FLOW PATTERN. SEATING PORTS ARE

APPROPRIATE VALVE SYMBOL SHOWN). ARROWS

(GLOBE VALVE SHOWN. FOR OTHER VALVE TYPES,

MULTI-PORT VALVE

REGULATED SIDE

PRESSURE CONTROL

GAUGE WITH COCK

THERMOMETER

FLOW SWITCH

X = NO. SHOWN IN SPECS

FLOW METER

PRESSURE SWITCH

STRAINER

FLEXIBLE HOSE

VALVE TYPE, SEE

SPECIFICATIONS

VALVE DESIGNATION

SIZE OF VALVE

ACTUATOR SYMBOL

FLOW DIRECTION

VALVE SYMBOL

VALVE DESIGNATION

PLAN VIEW

GATE SYMBOLS

SPRING-OPPOSED, SINGLE OR

DOUBLE ACTING

SINGLE OR DOUBLE ACTING

ACTUATED BY ONE INPUT

HYDRAULIC

SOLENOID

ELECTRO HYDRAULIC

ELECTRIC MOTOR

PNEUMATIC CYLINDER

PNEUMATIC DIAPHRAGM

ACTUATOR SYMBOLS

HEAT TRACED AND INSULATED PIPE

PNEUMATIC

CENTRIFUGAL

VERTICAL PROPELLER

AXIAL FLOW

PUMP SYMBOLS

HOSE VALVE (HV- X) OR

(V-X) X = NO. IN SPECS

INTAKE SCREEN

18-D-STP

DIAPHRAGM, DIFFERENTIAL

PRESSURE

STOP LOG

FLAP

SLUICE

SHEAR

FABRICATED SLIDE

1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION

POINTS.

2. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO

ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED.

TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS

SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.

3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS

ONLY APPROXIMATE. FINAL SUPPORT REQUIREMENTS SHALL BE DETERMINED

IN THE FIELD AND/OR DETAILED ON SHOP DRAWINGS, AND APPROVED BY THE

ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE AS SPECIFIED.

4. ALL JOINTS SHALL BE WATERTIGHT.

5. SYMBOLS, LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL

BE FOLLOWED THROUGHOUT THE PLANS, WHEREVER APPLICABLE.

ALL OF THE VARIOUS PIPING APPLICATIONS ARE NOT NECESSARILY

USED IN THE PROJECT.

6. NUMBER AND LOCATION OF UNIONS SHOWN ON PLANS IS ONLY

APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE

CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT.

7. HYDRAULIC FLUID SYSTEMS ARE DESIGNED BASED ON THE STANDARD

SYMBOLOGY DEFINED IN STANDARD ISO 1219, FLUID POWER SYSTEMS

AND COMPONENTS.

8. PIPE AND FITTINGS 18" AND SMALLER SHALL BE PVC. PIPE AND FITTINGS

LARGER THAN 18" SHALL BE STEEL PER SPECIFICATIONS. THIS NOTE

DOES NOT APPLY WHERE MATERIALS ARE OTHERWISE INDICATED.

9. PIPING THROUGH CONCRETE AND PIPE EXPOSED TO ATMOSPHERE

SHALL BE STAINLESS STEEL PER SPECIFICATIONS, INCLUDING INSIDE VAULTS.

THIS NOTE OVERRIDES NOTE 8.

10. TRANSITIONS BETWEEN STEEL AND STAINLESS STEEL SHALL OCCUR

WHILE PIPE IS BURIED. DISSIMILIAR METAL TRANSITIONS SHALL HAVE

ISOLATION PER THE SPECIFICATION.

11. SEE SPECIFICATIONS FOR DETAILS REGARDING MATERIAL, FITTING,

COATING, AND INSTALLATION REQUIREMENTS.

12. ALL ELBOWS SHALL BE TRADITIONALLY DEFINED LONG RADIUS SMOOTH WALL

90° ELBOWS UNLESS OTHERWISE DEFINED. MITERED JOINTS ARE NOT ACCEPTABLE.

13. VALVES SHALL BE LABELED ACCORDING TO SPECIFICATIONS PRIOR TO

INSTALLATION.

14. UNLESS OTHERWISE NOTED, MECHANICAL FASTENERS SHALL BE 18-8

OR 300 SERIES STAINLESS STEEL AND INSTALLED USING AN

APPROVED ANTI-GALLING COMPOUND.

15. ALL PIPE LENGTHS ARE APPROXIMATE AND SHALL BE VERIFIED BY

CONTRACTOR.

16. REDUCERS SHALL BE OF THE CONICAL TYPE, PER ASME B31.3.

STEEL PIPE

POLYVINYL CHLORIDE

STAINLESS STEEL

DUCTILE IRON

STP

SST

PVC

HIGH DENSITY POLYETHYLENE

HDPE

GSP

COP

PIPE MATERIAL

GALVANIZED STEEL PIPE

COPPER

FWDS

FWS

FISH TRANSFER

HYDRAULIC FLUID

FACILITY WATER DISTRIBUTION SYSTEM

FOREBAY WATER SUPPLY

WASHDOWN SYSTEM

VENT

TANKER FILL

DRAIN

SERVICE ABBREVIATION FOR PIPING

CA COMPRESSED AIR

GENERAL PIPING NOTES

MECHANICAL LEGEND AND NOTES

GENERAL PIPE DESIGN INFORMATION

1. FLOW VELOCITIES MAY NOT EXCEED 20 FT/S.

2. A TOTAL MAXIMUM PIPE FLOW VIA EXISTING POWERHOUSE CONNECTION IS 239

CFS. A MAXIMUM FLOW OF 139.2 CFS WILL BE DELIVERED TO THE AUXILIARY WATER

SYSTEM VIA POWER HOUSE SUPPLY DIVERSION.

3. FOR PIPE INDICATED AS 48" DIAMETER, MINIMUM INTERNAL DIAMETER IS 47.25"

PLUS NOMINAL COATING THICKNESS. ACCEPTABLE PIPING SYSTEMS MAY NEED TO

BE PROVIDED AT LARGER DIAMETERS. UP TO 60" DIAMETER, IN SELECTED AREAS,

MAY BE ACCEPTABLE BY APPROVED SUBMITTAL.

4. BURIED FERROUS PIPING SYSTEMS MUST BE SUPPLIED WITH A CATHODIC

PROTECTION SYSTEM.

5. FERROUS PIPING SYSTEMS MUST BE SUPPLIED WITH A THERMOPLASTIC COATING

SYSTEM. IT MUST BE APPLIED INTERIOR AND EXTERIOR SURFACES, TO INCLUDE

WELDED FLANGES.

6. EXPOSED FERROUS PIPE MUST INCLUDE AN EXTERNAL POLYURETHANE TOP

COATING, WRAP, MASTIC, OR OTHER APPROVED UV PROTECTION SYSTEM.

7. VAULT PENETRATIONS MUST BE PROVIDED WITH WATER TIGHT SEAL SYSTEM.

8. THRUST BLOCKS ARE REQUIRED.

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IDENTIFICATION

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0.5

0.002"

0.1

STRUCTURAL SHAPES AND

WELDING

LINEAR FRACTIONAL

0.010" 0.030"

3 DECIMAL PLACES

LINEAR DECIMAL

SAWING, FLAME CUTTING,

SHEARING, AND BREAKING

TOLERANCES UNLESS OTHERWISE SPECIFIED

1 DECIMAL PLACE

0 DECIMAL PLACES

GENERAL

1 DECIMAL PLACE

2 DECIMAL PLACES

± 1

16"

ANGULAR

W E

MECHANICAL GENERAL NOTES:

1. INFORMATION, TOLERANCES, AND NOTES ON THIS SHEET APPLY TO ALL MECH. DRAWINGS, UNLESS NOTED

OTHERWISE.

2. UNLESS OTHERWISE NOTED, MECHANICAL FASTENERS SHALL BE CARBON OR ALLOY STEEL, HOT-DIP GALVANIZED IN

ACCORDANCE WITH ASTM F2329.

3. NOMINAL THREAD CLASS FOR INTERNAL AND EXTERNAL THREADS IS UNC 2A/2B. WHEN THREADS ARE CUT FOR USE

WITH HOT-DIP GALVANIZED FASTENERS, ADJUST TOLERANCES PER ASTM A563.

4. WELDING OF CARBON AND STAINLESS STEEL SHALL BE PERFORMED IN ACCORDANCE WITH SPECIFICATION 05 05 23.16 25.

5. WELDING OF ALUMINUM SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.2

6. KEYWAYS SHALL BE MACHINED IN ACCORDANCE WITH ASME B17.1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING KEYS FOR ALL ASSEMBLIES. KEYS SHALL CONFORM TO REQUIREMENTS INDICATED ON CONTRACT

DRAWINGS.

7. 125 MICROINCH SURFACE TEXTURE ON ALL MACHINED SURFACES, UNLESS SHOWN OTHERWISE. SURFACE TEXTURE

PER ASME B46.1.

8. VARIOUS DIMENSIONS SHOWN ARE BASED ON SPECIFIED EQUIPMENT. ADJUSTMENTS MAY BE REQUIRED DEPENDING

ON EQUIPMENT SUPPLIED.

9. ALL LINEAR UNITS ARE FEET AND INCHES OR INCHES AND ALL ANGULAR UNITS ARE DEGREES, UNLESS SHOWN

OTHERWISE.

10. BREAK CORNERS AND EDGES, UNLESS SHOWN OTHERWISE.

11. AT FABRICATION, ALL PARTS SHALL BE ASSIGNED A CONTRACTOR-DESIGNATED PART NUMBER MARK BY EMBOSSING OR ETCHING. ALL FABRICATED PARTS SHALL BE SHOP ASSEMBLED AND CHECKED FOR PROPER FIT AND

TOLERANCES. ALL PARTS SHALL BE MATCH MARKED FOR REFERENCE DURING ASSEMBLY.

12. ALL PARTS ESTIMATED TO WEIGH GREATER THAN 50 POUNDS-FORCE SHALL BE MANUFACTURED WITH PROVISIONS FOR LIFTING, SUCH AS TAPPED HOLES, THRU HOLES FOR SHACKLES, OR PAD EYES. IF PROVISIONS OR FEATURES DO NOT EXIST ON CONTRACT DRAWINGS, CREATE PROVISIONS ON SHOP DRAWINGS AND INDICATE THAT THE

FEATURE IS FOR LIFTING OR HANDLING.

13. SEE SPECIFICATIONS FOR ADDITIONAL EQUIPMENT REQUIREMENTS. DRAWING PART NUMBERS MAY NOT REFLECT

EVERY SALIENT FEATURE.

SCALE:

TYPICAL BOLTED CONNECTION WITH GALVANIC INSULATION

NTS

MECHANICAL KEY PLAN

NOTE: SOME BUILDINGS AND FEATURES NOT SHOWN FOR CLARITY

TYPE B PLAIN WASHER

JOINED MEMBERS

'TOP HAT' NYLON BOLT INSULATOR, SEE NOTE 2

TYPE B PLAIN WASHER

'TOP HAT' NYLON BOLT INSULATOR, SEE NOTE 2

BRIDGE CRANE, 15T, TYP 2

POST SORT POOL CROWDER, TYP 5

SORT POOL CRANE AND FISH HOPPER STRUCTURE

FISH HOPPER DEWATERING STRUCTURE

PRE-SORT POOL

SORT AREA

PRE-SORT POOL CROWDER

FLUME TO SORT AREA

SWITCHGATE ASSEMBLY, TYP 3

RECOVERY TANK

SORT TABLE

ATTRACTION WATER SUPPLY (AWS) AREA

36" x 36" CAST IRON SLIDE GATE, TYP 5 PLACES.

SEE SPECIFICATION SECTION 35 20 16.53 25

48" x 48" CAST IRON SLIDE GATE, TYP 2 PLACES.

SEE SPECIFICATION SECTION 35 20 16.53 25

FISH LADDER ENTRANCE

FISH LADDER EXCLUSION SCREEN

FISH LADDER ENTRANCE GATE,

SEE SPECIFICATION SECTION 35 20 16.53 25

WATER SUPPLY

O&M BUILDING

MECHANICAL AND ELECTRICAL BUILDING

VAULT 1VAULT 2

HOUSEKEEPING PAD 1

VAULT 3

VAULT 4

HOUSEKEEPING PAD 2

VAULT 5

VAULT 6

VAULT 7

CONCRETE RACEWAY WATER SUPPLY

M-608

MARK SHEET DESCRIPTION LOCATION SIZE ACTUATOR SERVICE ACTUATOR VOLTAGE SCADA HP

DXF‐FWS‐EDC01 TBD SLIDE GATE ENTRANCE AREA, TAILRACE DISCHARGE 78" ELECTRIC MODULATING VAM‐EM1 480VAC YES 2.25 DXF‐FWS‐ADC01 MK503 BALL VALVE ENTRANCE AREA, VAULT 2 48" ELECTRIC MODULATING VAM‐EM2 480VAC YES 1 DXF‐FWS‐ADC02 MK503 BALL VALVE ENTRANCE AREA, VAULT 2 48" ELECTRIC MODULATING VAM‐EM3 480VAC YES 1 DXF‐FWS‐AWS01 MK503 SLIDE GATE ENTRANCE AREA, DIFFUSER CHAMBER 1 48" ELECTRIC OPEN/CLOSE VAM‐EM4 480VAC YES 1.5 DXF‐FWS‐AWS02 MK503 SLIDE GATE ENTRANCE AREA, DIFFUSER CHAMBER 1 48" ELECTRIC OPEN/CLOSE VAM‐EM5 480VAC YES 1.5 DXF‐FWS‐AWS03 MK503 SLIDE GATE ENTRANCE AREA, DIFFUSER CHAMBER 2 36" ELECTRIC OPEN/CLOSE VAM‐EM6 480VAC YES 0.33 DXF‐FWS‐AWS04 MK503 SLIDE GATE ENTRANCE AREA, DIFFUSER CHAMBER 3 36" ELECTRIC OPEN/CLOSE VAM‐EM7 480VAC YES 0.33 DXF‐FWS‐AWS05 MK503 SLIDE GATE ENTRANCE AREA, DIFFUSER CHAMBER 4 36" ELECTRIC OPEN/CLOSE VAM‐EM8 480VAC YES 0.33 DXF‐FWS‐AWS06 MK503 SLIDE GATE ENTRANCE AREA, DIFFUSER CHAMBER 5 36" ELECTRIC OPEN/CLOSE VAM‐EM9 480VAC YES 0.33 DXF‐FWS‐AWS07 MK503 SLIDE GATE ENTRANCE AREA, DIFFUSER CHAMBER 6 36" ELECTRIC OPEN/CLOSE VAM‐EM10 480VAC YES 0.33 DXF‐FWS‐APH01 MP501 GATE ASPHALT POND HEADER VAULT 3 12" ELECTRIC OPEN/CLOSE VAM‐EM11 480VAC YES 0.33

DXF‐FWS‐APD02 MP501 GATE ASPHALT POND DIFFUSER, MANHOLE 12" MANUAL OPEN/CLOSE

DXF‐FWS‐PSS01 MP502 BUTTERFLY PRESORT AREA, VAULT 4 30" ELECTRIC MODULATING VAM‐EM12 480VAC YES 1 DXF‐FWS‐PSS02 MP502 BUTTERFLY PRESORT AREA, VAULT 5 30" ELECTRIC MODULATING VAM‐EM13 480VAC YES 1 DXF‐FWS‐PRE01 MP504 BUTTERFLY PRESORT AREA, PLATFORM, EXPOSED, FLUME SUPPLY 6" ELECTRIC MODULATING VAM‐EM14 480VAC CONSOLE 0.75 DXF‐FWS‐PRE02 MP504 BUTTERFLY PRESORT AREA, OBSERV. PLATFORM, IN LINE EXPOSED 10" ELECTRIC OPEN/CLOSE VAM‐EM15 480VAC CONSOLE 0.75 DXF‐FWS‐PRE03 MP504 BUTTERFLY PRESORT AREA, OBSERV. PLATFORM, FALSE WEIR DRAIN 6" MANUAL OPEN/CLOSE DXF‐FWS‐PRE04 MP503 BALL VALVE PRESORT AREA, VAULT 5, BRAIL PIT DRAIN 2.5" MANUAL OPEN/CLOSE DXF‐FWS‐UWI02 MP506 GATE EXISTING LADDER AREA‐ SURFACE SUPPORTED 30" ELECTRIC OPEN/CLOSE VAM‐EM16 480VAC YES 1 DXF‐FWS‐UWD01 MP506 BALL VALVE EXISTING LADDER AREA, SURFACE SUPPORTED 12" ELECTRIC MODULATING VAM‐EM17 480VAC YES 0.33 DXF‐FWS‐UWD02 MP506 BALL VALVE EXISTING LADDER AREA, SURFACE SUPPORTED 24" ELECTRIC MODULATING VAM‐EM18 480VAC YES 0.33 DXF‐FWS‐PSP01 MP507 BUTTERFLY EXISTING LADDER AREA, VAULT X, OPERATOR STAND 18" MANUAL OPEN/CLOSE DXF‐FWS‐PST01 MP508 BUTTERFLY EXISTING LADDER AREA, VAULT 9, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST02 MP508 BUTTERFLY EXISTING LADDER AREA, VAULT 9, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST03 MP508 BUTTERFLY EXISTING LADDER AREA, VAULT 9, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST04 MP508 BUTTERFLY EXISTING LADDER AREA, VAULT 9, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST05 MP508 BUTTERFLY EXISTING LADDER AREA, VAULT 9, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST06 MP508 BUTTERFLY EXISTING LADDER AREA, VAULT 9, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST07 MP508 BUTTERFLY EXISTING LADDER AREA, VAULT 9, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST08 MP508 BUTTERFLY EXISTING LADDER AREA, VAULT 9, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST09 MP508 BUTTERFLY EXISTING LADDER AREA, VAULT 9, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST10 MP508 BUTTERFLY EXISTING LADDER AREA, VAULT 9, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐STI01 MP511 BUTTERFLY SWITCHGATE AREA, VAULT x 18" MANUAL OPEN/CLOSE DXF‐FWS‐STS01 MP511 BUTTERFLY SWITCHGATE AREA, VAULT x 16" MANUAL OPEN/CLOSE DXF‐FWS‐SGI01 MP511 BUTTERFLY SWITCHGATE AREA, VAULT x 18" MANUAL OPEN/CLOSE DXF‐FWS‐PSF01 MP511 BUTTERFLY SWITCHGATE AREA, IN LINE WITH EXPOSED SUPPLY PIPE 6" ELECTRIC OPEN/CLOSE VAM‐EM19 480VAC CONSOLE 0.75 DXF‐FWS‐PSF02 MP511 BUTTERFLY SWITCHGATE AREA, IN LINE WITH EXPOSED SUPPLY PIPE 6" ELECTRIC OPEN/CLOSE VAM‐EM20 480VAC CONSOLE 0.75 DXF‐FWS‐PSF03 MP511 BUTTERFLY SWITCHGATE AREA, IN LINE WITH EXPOSED SUPPLY PIPE 6" ELECTRIC OPEN/CLOSE VAM‐EM21 480VAC CONSOLE 0.75 DXF‐FWS‐RTK01 MP511 BALL VALVE SORTING AREA, RECOVERY TANK SUPPLY 4" MANUAL OPEN/CLOSE DXF‐FWS‐RTK02 MP511 BALL VALVE SORTING AREA, RECOVERY TANK DRAIN 4" MANUAL OPEN/CLOSE DXF‐FWS‐RTK03 MP511 BALL VALVE SORTING AREA, RECOVERY TANK OVERFLOW 4" MANUAL OPEN/CLOSE DXF‐FWS‐STB01 MP513 BALL VALVE SORTING AREA, FISH PIPE SUPPLY PIPE 1 4" MANUAL OPEN/CLOSE DXF‐FWS‐STB02 MP513 BALL VALVE SORTING AREA, FISH PIPE SUPPLY PIPE 2 4" MANUAL OPEN/CLOSE DXF‐FWS‐STB03 MP513 BALL VALVE SORTING AREA, FISH PIPE SUPPLY PIPE 3 4" MANUAL OPEN/CLOSE DXF‐FWS‐STB04 MP513 BALL VALVE SORTING AREA, FISH PIPE SUPPLY PIPE 4 4" MANUAL OPEN/CLOSE DXF‐FWS‐STB05 MP513 BALL VALVE SORTING AREA, FISH PIPE SUPPLY PIPE 5 4" MANUAL OPEN/CLOSE DXF‐FWS‐STB06 MP513 BALL VALVE SORTING AREA, IN LINE, TABLE FLUSHING SUPPLY PIPE 2" MANUAL OPEN/CLOSE DXF‐FWS‐STB07 MP513 BALL VALVE SORTING AREA, IN LINE, TABLE FLUSHING SUPPLY PIPE 2" MANUAL OPEN/CLOSE DXF‐FWS‐STB08 MP513 BALL VALVE SORTING AREA, IN LINE, TABLE FLUSHING SUPPLY PIPE 2" MANUAL OPEN/CLOSE DXF‐FWS‐STB09 MP513 BALL VALVE SORTING AREA, IN LINE, TABLE FLUSHING SUPPLY PIPE 2" MANUAL OPEN/CLOSE DXF‐FWS‐ANS01 MP513 BALL VALVE ANESTHETIC TANK, IN LINE, SUPPLY 3" MANUAL OPEN/CLOSE DXF‐FWS‐ANS02 MP513 BALL VALVE ANESTHETIC TANK, IN LINE, DRAIN TO RAIN GARDEN 3" MANUAL OPEN/CLOSE DXF‐FWS‐ANS03 MP513 BALL VALVE ANESTHETIC TANK, IN LINE, DRAIN TO RAIN GARDEN 3" MANUAL OPEN/CLOSE

DXF‐FWS‐TFS01 MP514 BALL VALVE TRUCK FILL STATION 6" MANUAL OPEN/CLOSE

VALVE AND ACTUATOR SCHEDULE

1 2 3 4 5 6

D W

N B

N O

C O

N O

B Y:

T D

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-600

A N

D R

Y U

D A

-D M

G 2E

C D

G 2E

C D

L M

. J

P .E

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

K D

N D

GENERAL NOTES:

1. SEE M-001 FOR GENERAL MECHANICAL NOTES.

2. SEE MP AND MK SERIES SHEETS FOR DETAILS.

SHEET QTY DESCRIPTION SIZE/RATING ACTUATOR SERVICE VOLTAGE/PH HP

‐ 1 OCCLUSION GATE HOIST 96" H X 78" W ELECTRIC WINCH WASHDOWN/CONT. OUTDOOR 460 VAC 2

‐ 1 BRAIL HOIST GEARMOTOR WASHDOWN/CONT. OUTDOOR 460 VAC 1.5

‐ 1 CROWDER SCREEN WINCH 800 LB ELECTRIC WINCH WASHDOWN/CONT. OUTDOOR 460 VAC 2

‐ 1 CROWDER TRAVEL MOTOR 2650 LBF‐IN GEARMOTOR WASHDOWN/CONT. OUTDOOR 460 VAC 0.75

‐ 1 OCCLUSION SCREEN WINCH HAND WINCH WASHDOWN/CONT. OUTDOOR ‐ ‐

‐ FINGER WEIR WINCH HANDWINCH WASHDOWN/CONT. OUTDOOR ‐ ‐

FALSE WEIR PUMP 1795 GPM @ 15 FT CONSOLE WASHDOWN/CONT. OUTDOOR 460VAC 10

‐ 4 PNEUMATIC CYLINDER ANESTH. TK. 150 PSI SERVICE AIR WASHDOWN/CONT. OUTDOOR ‐ ‐

‐ 4 PNEUMATIC CYLINDER RTR TK. 150 PSI SERVICE AIR WASHDOWN/CONT. OUTDOOR ‐ ‐

‐ 2 PEDAL OPERATED CONTROL VALVE 150 PSI PNEU. VALVE WASHDOWN/CONT. OUTDOOR ‐ ‐

‐ 3 PNEUMATIC CYLINDER SWITCHGATE. 150 PSI SOLENOID/CONSOLE WASHDOWN/CONT. OUTDOOR ‐ ‐

‐ 3 POST SORT POOL BARRIER HOIST OPERATOR DRILLMOTOR COMMERCIAL DUTY 120 VAC 1

5 POST SORT POOL BARRIER HOIST 1/2 TON WINCH WASHDOWN/CONT. OUTDOOR ‐ ‐

‐ 2 HOPPER BRIDGE CRANE 15 TON ELECTRIC ASME H4+ 460 VAC 15/4

‐ 5 CROWDER HOIST ELECTRIC WINCH WASHDOWN/CONT. OUTDOOR 460 VAC 2

‐ 5 CROWDER TROLLEY MOTOR GEARMOTOR WASHDOWN/CONT. OUTDOOR 460 VAC 0.75

1 CRANE RETREAVAL WINCH 1/2 TON WINCH WASHDOWN/CONT. OUTDOOR 120VAC 1

1 EQUIPMENT JIB CRANE 500 LB JIB CRANE WASHDOWN/CONT. OUTDOOR 120 VAC 1

‐ 2 FAST ACTING 6" PNEUMATIC CYLINDER 150 PSI SERVICE AIR WASHDOWN/CONT. OUTDOOR ‐ ‐ ‐ 1 HOPPER DOOR, 2.5" BORE PNUEMATIC CYLINDER 150 PSI SERVICE AIR WASHDOWN/CONT. OUTDOOR ‐ ‐ ‐ 1 FOUR WAY, FIVE PORT SOLENOID VALVE (MANUAL OPERATOR) 150 PSI SERVICE AIR WASHDOWN/CONT. OUTDOOR ‐ ‐ ‐ 2 FOUR WAY, FIVE PORT SOLENOID VALVE (MANUAL OPERATOR) 150 PSI SERVICE AIR WASHDOWN/CONT. OUTDOOR ‐ ‐

4 TRUCK TRANSFER FLANGE, 2.5" BORE PNUEMATIC CYLINDER, SS 250 PSI SERVICE AIR WASHDOWN/CONT. OUTDOOR ‐ ‐

‐ MONORAIL HOIST (FREE RAIL TRAVEL) 1 TON ELECTRIC WINCH GENERAL INDOOR SERVICE 460 VAC 1.2

‐ 2 STAINLESS STEEL DUPLEX STRAINER 80 GPM ‐ WET SERVICE, BACKWASH CAP. ‐ ‐

‐ 1 WASHDOWN PUMP 80GPM @ 125FT ‐ WASHDOWN 460VAC 7.5

‐ 1 AIR COMPRESSOR W/RECEIVER 120 GALLON ‐ 35 ACFM@175 PSI 460VAC 10

‐ 1 AIR DRYER REGEN DESSICANT MFR. REC. ‐ 40 SCFM@100PSI 120VAC 3 AMP

‐ 1 HYDROPNEUMATIC TANK 80 GALLON @ 150 PSI ‐ POTABLE 0 ‐

FISH TRANSFER AREA

OPERATION AND MAINTENANCE BUILDING

ELECTRICAL AND MECHANICAL BUILDING

EQUIPMENT SCHEDULE

ENTRANCE AREA

PRESORT AREA

SORTING AREA

POST SORT AREA

1 2 3 4 5 6

D W

N B

N O

C O

N O

B Y:

T D

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-601

A N

D R

Y U

-D M

G 2E

C D

G 2E

C D

L M

. J

P .E

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

K D

N D

GENERAL NOTES:

1. SEE M-001 FOR GENERAL MECHANICAL NOTES.

MARK SHEET DESCRIPTION LOCATION VOLTAGE SCADA

FIT‐001 MP518 MAINSTEM FLOW, FLANGED ENTRANCE AREA, VAULT 1 4‐20MA YES

FIT‐002 MP518 AWS FLOW, FLANGED ENTRANCE AREA, VAULT 2 4‐20MA YES

FIT‐003 MP518 FALSE WEIR FLOW, FLANGED PRESORT AREA, FALSE WEIR 4‐20MA CONSOLE

FIT‐004 MP519 POOL 1 FLOOR FLOW, FLANGED POST SORT AREA, VAULT 6 4‐20MA YES

FIT‐005 MP519 POOL 2 FLOOR FLOW, FLANGED POST SORT AREA, VAULT 6 4‐20MA YES

FIT‐006 MP519 POOL 3 FLOOR FLOW, FLANGED POST SORT AREA, VAULT 6 4‐20MA YES

FIT‐007 MP519 POOL 4 FLOOR FLOW, FLANGED POST SORT AREA, VAULT 6 4‐20MA YES

FIT‐008 MP519 POOL 5 FLOOR FLOW, FLANGED POST SORT AREA, VAULT 6 4‐20MA YES

FIT‐009 MP519 POOL 1 END FLOW, FLANGED POST SORT AREA, VAULT 6 4‐20MA YES

FIT‐010 MP519 POOL 2 END FLOW, FLANGED POST SORT AREA, VAULT 6 4‐20MA YES

FIT‐011 MP519 POOL 3 END FLOW, FLANGED POST SORT AREA, VAULT 6 4‐20MA YES

FIT‐012 MP519 POOL 4 END FLOW, FLANGED POST SORT AREA, VAULT 6 4‐20MA YES

FIT‐013 MP519 POOL 5 END FLOW, FLANGED POST SORT AREA, VAULT 6 4‐20MA YES

LIT‐001A MI102 STILL WELL, LADDER LEVEL, HANGING ENTRANCE GATE AREA 4‐20MA YES

LIT‐001B MI102 STILL WELL, LADDER LEVEL, HANGING ENTRANCE GATE AREA 4‐20MA YES

LIT‐002 MI102 STILL WELL, POOL LEVEL, HANGING LADDER POOL 1 , NORTH WALL 4‐20MA YES LIT‐002 MI102 STILL WELL, POOL LEVEL, HANGING, REDUN. LADDER POOL 1, NORTH WALL 4‐20MA YES LIT‐003 MI102 STILL WELL, POOL 1 DIFFUSER, HANGING DIFFUSER 1, EAST WALL 4‐20MA YES LIT‐004A MI102 STILL WELL, APPROACH POOL LEVEL, HANGING PRESORT AREA, SOUTH WALL 4‐20MA YES LIT‐004B MI102 STILL WELL, APPROACH POOL LEVEL, HANGING, REDUN. PRESORT AREA, SOUTH WALL 4‐20MA YES LIT‐005 MI102 STILL WELL, POST SORT POOL 1 LEVEL, HANGING POST SORT AREA, POOL 1, SOUTH WALL 4‐20MA YES LIT‐006 MI102 STILL WELL, POST SORT POOL 2 LEVEL, HANGING POST SORT AREA, POOL 2, SOUTH WALL 4‐20MA YES LIT‐007 MI102 STILL WELL, POST SORT POOL 3 LEVEL, HANGING POST SORT AREA, POOL 3, SOUTH WALL 4‐20MA YES LIT‐008 MI102 STILL WELL, POST SORT POOL 4 LEVEL, HANGING POST SORT AREA, POOL 4, SOUTH WALL 4‐20MA YES LIT‐009 MI102 STILL WELL, POST SORT POOL 5 LEVEL, HANGING POST SORT AREA, POOL 5, SOUTH WALL 4‐20MA YES

INSTRUMENTATION SCHEDULE

1 2 3 4 5 6

D W

N B

N O

C O

N O

B Y:

T D

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-602

A N

D R

Y U

R U

O N

S C

-D M

G 2E

C D

G 2E

C D

L M

. J

P .E

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

K D

N D

GENERAL NOTES:

1. SEE M-001 FOR GENERAL MECHANICAL NOTES.

1 2 3 4 5 6

D W

N B

N O

C O

N O

B Y:

T D

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-603

A N

D R

Y U

Y W

S U

O N

N E

G R

. G

G 2E

C D

G 2E

C D

L M

. J

P .E

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

K D

N D

MIN. EL. 693.6'

POWERHOUSE

48"

19.7 FT/S

240 CFS

PIPE I.D.=47.25"

MAX. EL. 701.0'

NORM. EL. 698.6'

ENTRANCE AREA

48"

12.4 FT/S

150 CFS

48"

8.0 FT/S

Q=98 CFS

PIPE I.D.=47.25"

MAX. 150 CFS

MIN. 96 CFS

WATER SURFACE ELEVATION

EXISTING ASPHALT

POND

48"

7.2 FT/S

Q= 88 CFS

PIPE I.D.=47.25"

POWER

HOUSE

DXF-FWS-ADC01

ENTRANCE AREA

FISH LADDER

TRASHRACK

MANUAL

MODULATING

EXISTING JUVENILE

RACEWAYS

35 CFS

MIN. PIPE I.D.=47.0"

12.4 FT/S

150 CFS

*SEE NOTE 2*

Q=10 CFS TOTAL

2 OUTLETS AT 5 CFS EACH

FACILITY WATER SUPPLY SYSTEM

EXISTING LADDER

DXF-FWS-OGH01

OCCLUSION GATE HOIST

OPEN/CLOSE

TAILWATER ELEVATION

PRESORT POOL

ENERGY

DISCHARGE

STRUCTURE

CONTINUED FROM

M-604

CONTINUED ON

M-604

POST SORT

DRAIN

CHANNEL

M SCADA - IP

DXF-FWS-ADC02

SCADA - IPM

EXISTING ASPHALT POND

DXF-FWS-APD02

SCADA - IP

DXF-FWS-APH01

DXF-FWS-AWS07

SCADA-IP SCADA-IP

DXF-FWS-AWS06

M SCADA-IP

DXF-FWS-AWS05

M SCADA-IP

DXF-FWS-AWS04

M SCADA-IP

DXF-FWS-AWS03

M SCADA-IP

DXF-FWS-AWS02

M SCADA-IP

DXF-FWS-AWS01

FLOOR

DIFFUSER

CONTINUED ON

M-604

CONTINUED FROM

UWD01 ON M604

CONTINUED FROM

UWD02 ON M604

DRAIN TO

TAIL WATER

NOTES:

1. POSITIONS REPRESENTED IN THIS DRAWING ARE FOR REPRESENTATION PURPOSES. REFER TO PIPING SHEETS FOR

PLACEMENT AND LOCATION.

2. AWS 47.0" I.D. DESIGN BASED UPON STEEL PIPING. AWS ENTRANCE AREA IS SUBJECT TO ROUTINE EXPOSURE OF

HIGH PRESSURES AND HAS A GREATER POTENTIAL OF CAVITATION.

3. ELEVATIONS AND WATER SPEEDS ON THIS SHEET ARE MEANT TO ILLUSTRATE THE INTENDED DESIGN. DEVIATION

FROM SPECIFIED ELEVATION AND PIPE DIAMETERS MAY AFFECT ACTUAL WATER FLOW.

4. VAULTS TO BE SHOWN IN SHEET M-608

TO EXISITING

LADDER

SCADA-IPM

DXF-FWS-EDC01

DXF-FWS-FMF01

DXF-FWS-AWF01

SCADA

100 YR TW - 650.1' NAVD 88

OHW - 644.6'

MAX DESIGN - 642.6'

MEDIAN - 641.4'

MIN FLOW TW - 640.4'DRAFT

1 2 3 4 5 6

D W

N B

N O

C O

N O

B Y:

T D

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-604

A N

D R

Y U

Y W

S U

O N

N E

G R

. G

G 2E

C D

G 2E

C D

L M

. J

P .E

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

K D

N D

EXISTING JUVENILE

RACEWAYS

Q= 35 CFS

30"

7.7 FT/S

Q=36 CFS

PIPE I.D.= 39.25"

48"

4.5 FT/S

Q=55 CFS

PIPE I.D.=47.25"

MAX. Q= 9 CFS

48"

3.9 FT/S

Q= 48 CFS

PIPE I.D.=47.25"

UNUSED WATERPRESORT POOL

M-604

MAX. Q= 9 CFS

MIN. Q= 5 CFS NORM. Q= 7 CFS

MAX. Q= 51 CFS

MIN. Q= 0 CFS

48"

4.5 FT/S

Q= 55 CFS

PIPE I.D.=47.25"

POST SORTING

AREA

M-605

MIN. Q= 5 CFS

CONTINUED FROM

M-601

PRESORT AREA

OVERALL FACILITY WATER SUPPLY SYSTEM

MAX. Q= 33 CFS

MIN. Q= 30 CFS

PRESORT AREA

CONTINUED ON

M-603

FISH LADDERPRE-SORT POOL

PSP - PUMP

DXF-FWS-PRE02

SCADAM

DXF-FWS-PRE01

DXF-FWS-PRE04

FALSE WEIR

DIFFUSSER

PIT

DIFFUSSER

PIT

UNUSED WATER

DXF-FWS-UWI02

DXF-FWS-UWD01 DXF-FWS-UWD02

FWS MAIN

CONTINUED FROM

M-603

DXF-FWS-PRE03

SCADA

DXF-FWS-PRF01

DXF-FWS-PSS02 DXF-FWS-PSS01

NOTE:

1. CONTRACTOR TO VERIFY FINAL POSITION OF OF FLOW METER BASED UPON

MANUFACTURER'S RECOMENDATIONS.

2. PRE02 MUSLT BE A LOCAL CONTROL FROM PRE-SORT CONTROL CONSOLE.

3. PRF01 - FLOW METER LOCATED ON FALSE WEIR SUPPLY LINE BETWEEN PRE-SORT

PUMP AND ISOLATION VALVE PER MANUFACTURER'S INSTRUCTIONS.

4. PRF01 - LOCAL DISPLAY AT PRE-SORT CONTROL CONSOLE.

5. PSPXX - PUMP MUST BE LOCALLY CONTROLED FROM PRE-SORT CONTROL CONSOLE.

FWS MAIN

CONTINUED ON

M-605

CONNECT TO EXISTING LADDER

CONTINUED ON M603

M SCADA M SCADA

M SCADA

CONTINUED ON

M-603

EXIT TO TAIL WATER

1 2 3 4 5 6

D W

N B

N O

C O

N O

B Y:

T D

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-605

A N

D R

Y U

Y W

S U

O N

N E

G R

. G

G 2E

C D

G 2E

C D

L M

. J

P .E

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

K D

N D

SORTING AREA

BLIND

FLANGE

FISH PIPE 5

POST SORT

DRAIN

CHANNEL

CONTINUED ON

M-603

MIN. Q= 0 CFS

NORM. Q= 7 CFS

MAX. Q= 51 CFS

OVERALL FACILITY WATER SUPPLY SYSTEM

48"

4.5 FT/S

Q=55 CFS

PIPE I.D.= 47.25"

UNUSED WATER PRESORT AREA

M-604

48"

4.5 FT/S

Q= 55 CFS

PIPE I.D.= 47.25"

MIN. Q= 5 CFS

MAX. Q= 9 CFS

POST SORTING

AREA

M-604

Q= 35 CFS

EXISTING JUVENILE

RACEWAYS

MIN. Q= 5.5 CFS

MAX. Q= 11.5 CFS

SORTING AREA

48"

3.9 FT/S

Q= 48 CFS

PIPE I.D.= 47.25

30"

7.7 FT/S

Q= 36 CFS

PIPE I.D.= 29.25"

MAX. Q= 33 CFS

MIN. Q= 30 CFS

CONTINUED FROM

M-603

DXF-FWS-STB05 DXF-FWS-STB04 DXF-FWS-STB03 DXF-FWS-STB02

DXF-FWS-STB06

DXF-FWS-ANS01

DXF-FWS-RTK01

DXF-FWS-STI01

DXF-FWS-SGI01

DXF-FWS-PSF01

DXF-FWS-PSF02

DXF-FWS-PSF03

DXF-FWS-RTK02DXF-FWS-RTK03

DXF-FWS-ANS02DXF-FWS-ANS03

DXF-FWS-STB09 DXF-FWS-STB08 DXF-FWS-STB07

DXF-FWS-STB01

DXF-FWS-STS01

SCADA

FISH PIPE 4 FISH PIPE 3 FISH PIPE 2 FISH PIPE 1

RAIN GARDEN

ANESTHETIC TANK

RECOVERY

TANK

CONTINUED ON

M-603

FWS MAIN LINE

CONTINUED ON

M-603

EXIT TO TAIL WATER

1 2 3 4 5 6

D W

N B

N O

C O

N O

B Y:

T D

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-606

A N

D R

Y U

Y W

S U

O N

N E

G R

. G

G 2E

C D

G 2E

C D

L M

. J

P .E

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

K D

N D

PSF10

PSF08

PSF04

PSF03

PSF02

PSF01

PSF05

PSF07

PSF06

PSF09

POST SORT POOL

DE-WATERING

DRAIN LINE

DXF-FWS-PSP01

DXF-FWS-PST01

DXF-FWS-PST02

DXF-FWS-PST03

DXF-FWS-PST05

DXF-FWS-PST06

DXF-FWS-PST07

DXF-FWS-PST08

DXF-FWS-PST09

DXF-FWS-PST10

DXF-FWS-PST04

DRAIN DRAIN DRAIN DRAIN DRAIN

NOTES:

1. MANUAL HANDLES ON VALVES IN CONCRETE VAULTS NEED TO

BE ACCESSIBLE FROM THE OUTSIDE FOR OPERATION.

2. VALVE FOR EXISTING KNIFE GATE OUT OF SCOPE FOR

CURRENT PROJECT.

DXF-FWS-CRH01

EXISTING JUVENILE RACEWAYS

SCADA-IPM

FISH TRANSPORT

TRUCK

TRUCK FILL STATION

DXF-FWS-TFS01

DRAIN TO

TAIL WATER

CONTINUED ON

M-603

48"

4.5 FT/S

Q=55 CFS

PIPE I.D.= 47.25"

OVERALL FACILITY WATER SUPPLY SYSTEM

UNUSED WATER

MAX. Q= 51 CFS

NORM. Q= 7 CFS

MAX. Q= 9 CFS

MIN. Q= 5 CFS

MIN. Q= 0 CFS

MIN. Q= 30 CFS

MAX. Q= 33 CFS

PRESORT AREA

M-604

48"

4.5 FT/S

Q= 55 CFS

PIPE I.D.= 47.25"

CONTINUED FROM

M-601

CONTINUED ON

M-603

POST SORTING

AREA

M-604

48"

3.9 FT/S

Q= 48 CFS

PIPE I.D.= 47.25

MAX. Q= 11.5 CFS

SORTING AREA

MIN. Q= 5.5 CFS

Q= 35 CFS

EXISTING JUVENILE

RACEWAYS

30"

7.7 FT/S

Q= 36 CFS

PIPE I.D.= 29.25"

CONTINUED ON

M-603

TAG MARK SHEET DESCRIPTION LOCATION SIZE

ACU01 DXF‐CAP‐ACU01 VALVE FROM THE AIR COMPRESSOR TO THEQUIPMENT ROOM 1"

ERA01 DXF‐CAP‐ERA01 SHUT OFF VALVE FOR AUXILARY SUPPLY COEQUIPMENT ROOM 1/2"

QRA01 DXF‐CAP‐QRA01 QUICK RELEASE FOR AUXILARY SUPPLY EQUIPMENT ROOM 1/2"

ERA02 DXF‐CAP‐ERA02 COALESCING FILTER BYPASS VALVE EQUIPMENT ROOM 1"

ERA03 DXF‐CAP‐ERA03 COALESCING FILTER ISOLATION VALVE FROEQUIPMENT ROOM 1"

ERA04 DXF‐CAP‐ERA04 COALESCING FILTER ISOLATION VALVE BACEQUIPMENT ROOM 1"

ERA05 DXF‐CAP‐ERA05 HEATLESS DESSICANT DRYER BYPASS VALVEQUIPMENT ROOM 1"

ERA06 DXF‐CAP‐ERA06 COALESCING FILTER BYPASS VALVE EQUIPMENT ROOM 1"

ERA07 DXF‐CAP‐ERA07 COALESCING FILTER ISOLATION VALVE FROEQUIPMENT ROOM 1"

ERA08 DXF‐CAP‐ERA08 COALESCING FILTER ISOLATION VALVE BACEQUIPMENT ROOM 1"

ERA09 DXF‐CAP‐ERA09 SHUT OFF VALVE BEFORE PRESSURE REGULEQUIPMENT ROOM 1"

REG01 DXF‐CAP‐REG01 PRESSURE REGULATING VALVE IN EQUIPMEQUIPMENT ROOM 1"

HEF01 DXF‐CAP‐HEF01 HIGH EFFICENCY COALESCING FILTER WITHEQUIPMENT ROOM 1"

HEF02 DXF‐CAP‐HEF02 HIGH EFFICENCY COALESCING FILTER WITHEQUIPMENT ROOM 1"

ADE01 DXF‐CAP‐ADE01 AUTOMATIC DRAIN FOR HEF01 EQUIPMENT ROOM 1"

ADE02 DXF‐CAP‐ADE02 AUTOMATIC DRAIN FOR HEF02 EQUIPMENT ROOM 1"

ASC01 DXF‐CAP‐ASC01 AUXILIARY SUPPLY CONNCETION EQUIPMENT ROOM 1/2"

ASL01 DXF‐CAP‐ASL01 VALVE TO SHUT OFF AIR TO SORTING AREAAIR SERVICE LINE 1"

FAH01 DXF‐CAP‐FAH01 FLEXABLE AIR HOSE IN AIR SERVICE LINE AIR SERVICE LINE 1"

ASL02 DXF‐CAP‐ASL02 VALVE TO SHUT OFF AIR TO POST SORT ARAIR SERVICE LINE 1"

SAC01 DXF‐CAP‐SAC01 SORTING AREA CONNECTION SORTING AREA 1/2"

SAV01 DXF‐CAP‐SAV01 RECOVERY TANK IN SORTING AREA SORTING AREA 1"

SAV02 DXF‐CAP‐SAV02 SWITCH GATES IN SORTING AREA SORTING AREA 1"

SAC02 DXF‐CAP‐SAC02 SORTING AREA CONNECTION SORTING AREA 1/2"

KGF01 DXF‐CAP‐KGF01 FLEXABLE HOSE FOR KNIFE GATE CONNECTPOST SORT POOL TRUC1"

KGF02 DXF‐CAP‐KGF02 FLEXABLE HOSE FOR KNIFE GATE CONNECTPOST SORT POOL TRUC1"

PSC01 DXF‐CAP‐PSC01 POST SORT POOL TRUCK FILL AREA AIR CO POST SORT POOL TRUC1/2"

VALVE AND PARTS LIST

1 2 3 4 5 6

D W

N B

N O

C O

N O

B Y:

T D

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-607

A N

D R

Y U

O N

N E

G R

. G

G 2E

C D

G 2E

C D

L M

. J

P .E

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

K D

N D

CHECK VALVE

BALL VALVE

GLOBE VALVE

NEEDLE VALVE

SOLENOID VALVE

PRESSURE RELIEF VALVE

AUTOMATIC DRAIN

AND LINE

FLEX HOSE

PRESSURE REGULATING VALVE

EXHAUST MUFFLER

QUICK RELEASE VALVE

ACU01

ERA01

ERA03 ERA04

ERA06

HEF02

ERA07 ERA08

ERA09

ASL02 ASL01

KGF01

KGF02

ERA02

ERA05

SAV01 SAV02

SAC01 SAC02

PSC01

ACU01

FAH01

ADE02

ADE01

HEF01

2" SORTING AREA TOOL

AIR SUPPLY CONNECTION

(TYP OF2)

SWITCH

GATES

(TYP. OF 2)

SORTING AREA

TYPICAL POST SORTING

POOL CONTROLS

HOPPER SEAL TO TRUCK

COUPLING CONNECTION

TRUCK FILL COUPLING

PNEUMATIC CONTROL CABINET

CONNECTION CYLINDER

ACTUATORS, 4 PER UNIT

ACTUATOR EXTENSION MANIFOLD RING

ATTACH TO TRUCK FILL CYLINDER

EQUIPMENT ROOM

NOTES:

1. CONTRACTOR TO VERIFY FINAL LOCATION AND BEST FIT POSITIONS ON SITE.

2. FIELD ROUTING MUST BE SUBMITTED WITH SHOP DRAWING TRANSMITTAL.

3. PIPE SUPPORTS MUST BE INDICATED ON SHOP DRAWING TRANSMITTAL.

4. ALL DRAIN PIPES IN EQUIPMENT ROOM MUST LEAD TO AND DRAIN TO MECH ROOM FLOOR

DRAIN.

1" COMPRESSED AIR PIPING

CONNECTION TO CYLINDER

INFLATEABLE SEAL FILL

"T" CONNECTION

8" COMPRESSED AIR LINE

1" COMPRESSED AIR PIPING

COMPRESSOR UNIT

PRESSURE RELIEF VALVE

SET PRESSURE PER

ASME BPVC SEC VIII D1

4" NPS ROUTE TO FLOOR

AWAY FROM PERSONNEL

120 GALLON CAPACITY AIR RECEIVER

STORAGE PRESSURE = 175 PSIG

AIR COOLED AFTER COOLER

2-STAGE RECIPROCATING

COMPRESSOR AND 10 HP

MOTOR UNIT

1" COMPRESSED AIR PIPING

2" AUXILIARY SUPPLY

CONNECTION

2" DRAIN PIPE

AIR COMPRESSOR HIGH EFFICIENCY

COALESCING FILTER WITH

DIFFERENTIAL PRESSURE GUAGE

(TYP 2)

HEATLESS DESSICANT DRYER

1" COMPRESSED AIR PIPING

2" DRAIN PIPE

120-PSI

2" TRUCK FILL AREA

TOOL AIR SUPPLY

CONNECTION

CYLINDER ACTUATORS

2-POSITION, 4-WAY VALVE

SET SEAL TO

MANUFACTURER'S

SPECIFICATIONS

KNIFE GATE ACTUATOR

2-POSITION, 4-WAY VALVE

20 PSI

INFLATABLE SEAL FILL

2-POSITION, 4-WAY VALVE

36" KNIFE GATE ACTUATOR

BROODSTOCK DEWATERING DEVICEDRAFT

1 2 3 4 5 6

D W

N B

N O

C O

N O

B Y:

T D

L E N

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

MD101

A N

D R

Y U

N W

S U

G 2E

C D

G 2E

C D

L M

. J

P .E

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

K D

N D

-1

_M D

D W

GENERAL NOTES:

1. DEMOLITION IS INDICATED WITH GREEN HATCHING.

2. BOUNDARY AND CRITICAL AREAS OF CONCERN ARE INDICATED WITH BLUE LINE WORK.

3. DEMO OF MECHANICAL COUPLER AND UP TO 10' OF PIPE IS REQUIRED TO BUILD OUT INTERIM WATER SUPPLY SYSTEM.

4. ELECTRICAL CONDUIT IS NOT SHOWN BUT CLOSELY FOLLOWS WATER SUPPLY PIPE ROUTE.

5. DEMO/ EXCAVATION ACTIVITIES SHOULD ACCOUNT FOR BURIED DUCT BANK RUN. TEMPORARY METHOD TO SUPPORT OR COMPLETE DEMO IS REQUIRED. EXCAVATION SHORING SYSTEM MAY BE REQUIRED TO AVOID TRANSFORMER YARD

SUBSIDENCE.

6. SEE STRUCTURAL DEMO SHEETS.

7. SEE CIVIL DEMO SHEETS.

1 2 3 4 5 6

D W

N B

N O

C O

N O

B Y:

T D

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

MD102

A N

D R

Y U

C E

G 2E

C D

G 2E

C D

L M

. J

P .E

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

K D

N D

-1

_M D

D W

GENERAL NOTES:

1. DEMOLITION IS INDICATED WITH GREEN HATCHING.

2. BOUNDARY AND CRITICAL AREAS OF CONCERN ARE INDICATED WITH BLUE LINE WORK.

3. DEMO OF MECHANICAL COUPLER AND UP TO 10' OF PIPE IS REQUIRED TO BUILD OUT INTERIM WATER SUPPLY SYSTEM.

4. ELECTRICAL CONDUIT IS NOT SHOWN BUT CLOSELY FOLLOWS WATER SUPPLY PIPE ROUTE.

5. DEMO/ EXCAVATION ACTIVITIES SHOULD ACCOUNT FOR BURIED DUCT BANK RUN. TEMPORARY METHOD TO SUPPORT OR COMPLETE DEMO IS REQUIRED. EXCAVATION SHORING SYSTEM MAY BE REQUIRED TO AVOID TRANSFORMER YARD

SUBSIDENCE.

6. SEE STRUCTURAL DEMO SHEETS.

7. SEE CIVIL DEMO SHEETS.

SCALE:

ELECTRICAL CONDUIT ROUTE

EDG APPROACH

NTS

ROADWAY REPAIR BOUNDARY

CONCRETE CONDUIT BENEATH REPAIRED AREA

POWERHOUSE EMERGENCY

DIESEL GENERATOR

SCALE:

ELECTRICAL CONDUIT ROUTE

POWERHOUSE LOCATION

NTS

ROADWAY REPAIR BOUNDARY

CONCRETE CONDUIT BENEATH REPAIRED AREA

TRANSFORMER YARD

APPROXIMATE LOCATION FOR

EXISTING CONCRETE

TRANSFORMER YARD MUST BE

PROTECTED AGAINST SUBSIDENCE

CONTRACTOR SHOULD COORDINATE A SUITABLE

OFFSET DISTANCE AND SHORING PRIOR TO EXCAVATION

POWERHOUSE

SCALE:

CONTROL VALVE

PARKING LOT AREA

NTS

VALVE AREA DEMO

BOUNDARIES ARE APPROXIMATED; COORDINATE WITH STRUCTURAL DEMO SHEETS.

SEE MD101DRAFT

1 2 3 4 5 6

D W

N B

N O

C O

N O

B Y:

T D

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

MD103

A N

D R

Y U

N C

L M

. J

P .E

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

K D

N D

SECTION: FR

SCALE: 1 / 100

DETAIL: FV

SCALE: 1 / 12

SECTION: LV

SCALE: 1 / 12

FVFW FW

1 2 3 4 5 6

D W

N B

N O

C O

N O

B Y:

T D

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

ML501

A N

D R

Y U

R A

. H

G 2E

N C

G 2E

C D

R D

L M

. J

P .E

D D

U .S

. A R

M Y

C O

R P

S O

N D

, O R

E G

O N

K D

N D

NOTES:

1. WIRE ROPE SWAGE STUDS SHALL BE: SIZED FOR 1 4"Ø ROPE, HAVE 3 8"-16 UNC

RIGHT HAND THREADS, AND BE MADE FROM STAINLESS STEEL. SWAGE STUDS

SHALL BE [salient features].

2. TURNBUCKLE BODIES SHALL BE: MADE FROM STAINLESS STEEL, RATED FOR A

WORKING LOAD LIMIT OF 1,200 LBF, HAVE 3 8"-16 UNC THREADS ON BOTH ENDS,

AND HAVE A MAXIMUM ADJUSTMENT LENGTH OF 6". TURNBUCKLE BODIES SHALL

BE [salient features].

3. TURNBUCKLE JAW END FITTINGS SHALL BE: MADE FROM STAINLESS STEEL, BE

RATED FOR A WORKING LOAD LIMIT OF 1,200 LBF, HAVE 3 8"-16 UNC LEFT HAND

THREADS, MINIMUM JAW WIDTH OF 7 16" AND 3 8"Ø PIN. TURNBUCKLE JAW END

FITTINGS SHALL BE [salient features].

4. PEAR LINKS SHALL BE MADE FROM STAINLESS STEEL, BE RATED FOR A MINIMUM

WORKING LOAD LIMIT OF 1,000 LBF, AND HAVE A DIAMETER OF 5 16". LINKS SHALL

BE [salient features].

5. CLEVIS SWAGE FITTINGS SHALL BE MADE FROM STAINLESS STEEL AND BE SIZED

FOR 1 4"Ø WIRE ROPE, HAVE A FIN DIAMETER OF 3 8" AND A JAW OPENING WIDTH OF

16". CLEVIS SWAGE FITTINGS SHALL BE [salient features].

6. PINS SHALL BE MADE FROM STAINLESS STEEL, HAVE A 3 8"Ø, AND 3 4" USEABLE

LENGTH. PINS SHALL HAVE A HEAD ON ONE END AND HAVE A COTTER PIN ON THE

OTHER. PINS SHALL BE [salient features].

7. WIRE ROPE SHALL BE 1 4"Ø, 6X37 CLASS IWRC CONSTRUCTION, MADE FROM

STAINLESS STEEL, AND HAVE A MINIMUM BREAKING STRENGTH OF 5,400 LBF.

CONTRACTOR SHALL DETERMINE THE REQUIRED LENGTH OF WIRE ROPE FOR ALL

ASSEMBLIES. SEE SPECIFICATIONS FOR MORE DETAILS.

8. EYE BOLTS SHALL BE MADE FROM STAINLESS STEEL AND HAVE A SHOULDER. EYE

THICKNESS SHALL BE 1 4" AND THE BOLTS SHALL HAVE A MINIMUM WORKING LOAD

LIMIT OF 900 LBF. EYE BOLTS SHALL BE [salient features].

9. STAINLESS STEEL PARTS SHALL BE ELECTRICALLY ISOLATED FROM ALUMINUM.

12"

SCALE: 1"= 1'-0"

6" 0 1'

SCALE: 3"= 1'-0"

0 3" 6" 12"

SCALE:

FINGER WEIR ASSEMBLY

NTS

SCALE:

FINGER WEIR ASSEMBLY

1" = 1'-0"

DOUBLE SHEAVE MOUNT AND GUARD.

SEE SHEET ML503 AND NOTE 2 FOR DETAILS

FINGER WEIR WELDMENT.

SEE SHEET ML502 FOR DETAILS

NOTES:

1. SEE M-001 FOR MECHANICAL GENERAL NOTES.

2. MOUNT WINCH AND SHEAVES ALIGNED WITH CENTERLINE OF FINGER WEIR

WELDMENT. ALIGN WINCH MOUNT HEIGHT SO WIRE ROPE RUNS THROUGH

PRE-SORT POOL BLOCK-OUT.

3. MOUNT WINCH BRACKET USING T304 STAINLESS STEEL 3/8"-16 UNC

MECHANICAL CONCRETE ANCHORS. SECURE USING 3/8"-16 UNC HEX-NUT AND 3/8"Ø

WASHERS.

4. MANUALLY OPERATED HAND WINCH WITH BRAKE SHALL BE MADE ENTIRELY OF

T304 STAINLESS STEEL AND MUST HAVE A LOAD RATING OF AT LEAST 1300 LBF AND

A GEAR RATIO OF 10.0:1.

5. ALL EXPOSED JOINTS, WELDS, EDGES, ETC. THAT FISH MAY COME INTO

CONTACT WITH SHALL BE GROUND FLUSH AND SMOOTH TO THE TOUCH.

6. UNLESS OTHERWISE NOTED, MECHANICAL FASTENERS SHALL BE 18-8 OR 300

SERIES STAINLESS STEEL AND INSTALLED USING AN APPROVED ANTI-GALLING

COMPOUND.

7. WELDING OF STAINLESS STEEL SHALL BE PERFORMED IN ACCORDANCE WITH

THE REQUIREMENTS OF AWS D1.6.

" R

UPSTREAM GUIDE, ALIGN WITH

FACE OF PRE-SORT POOL WALL

PRE-SORT

POOL WALL

WINCH, SEE NOTES 3

AND 4 FOR DETAILS

SEE

NOTE 2

5" R

E N

UPSTREAM GUIDE

TYP 2 PLACES

PRE-SORT

POOL WALL

FINGER WEIR, SHOWN

AT LOWEST ELEVATION

1' -4

NORMAL WATERLINE

SECTION

SCALE:

1" = 1'-0"

5" 1'-0"

5'-10"

16" SLOTTED THRU HOLE

4" LONG, TYP 6 PLACES

ATTACH THE UPSTREAM GUIDE TO PRE-SORT

POOL WALL USING 1 2"-13 CONCRETE

ANCHORS, 1 2"-13 UNC HEX-NUTS AND 1 2"

WASHERS. TYP. 6 PLACES PER GUIDE.

SINGLE SHEAVE MOUNT AND GUARD.

SEE SHEET ML503 AND NOTE 2 FOR DETAILS

WINCH MOUNTING

BRACKET, SEE SHEET

ML504 AND NOTES 2

AND 3 FOR DETAILS

PRE-SORT POOL BLOCK-OUT.

SEE XX-XXX FOR DETAILS. TBD

ML504

MAX WEIR ELEVATION

1' -1

R T

ML504

UPSTREAM GUIDE

MATERIAL:

PER:

NO. REQD:

3" = 1'-0"

STAINLESS STEEL

ASTM A276, UNS S30400

SECTION

SCALE:

- 1" = 1'-0"

CONCRETE NOT SHOWN

DETAIL: MB

SCALE: 1 / 4

1 2 3 4 5 6

D W

N B

N O

C O

N O

B Y:

T D

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

ML502

A N

D R

Y U

R D

. H

G 2E

N C

G 2E

C D

R D

L M

. J

P .E

D D

U .S

. A R

M Y

C O

R P

S O

N D

, O R

E G

O N

K D

N D

NOTES:

1. SEE SHEET M-001 FOR GENERAL MECHANICAL NOTES.

SCALE: 3"= 1'-0"

0 3" 6" 12"12" 9" 6" 3" 0 1'

SCALE: 11

2"= 1'-0"

FINGER WEIR WELDMENT - BOTTOM VIEW

PER:

NO. REQD:

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

304L STAINLESS STEEL

ASTM A276, UNS S30403

1/4 TYP

3/8" THICK PLATE

CUT OUT

SCALE:

FRONT VIEW

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

SCALE:

TOP VIEW

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

SCALE:

END VIEW

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

SECTION

SCALE:

- 3" = 1'-0"

SECTION

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

16" THRU

8" X 82°

TYP. 6 PLACES

2" T

2" 11 4"

YP 93

4" TYP

8" REF 1'-37

8" TYP 1'-81

2" TYP

7'-113 4"

8'-51 2"

2" THRU TUBE, VERTICAL

DRAIN AND VENT HOLES.

TYP ALL HOLLOW MEMBERS.

SQUARE TUBE

CROSS SUPPORT

SQUARE TUBE

BRACING, TYP.

SQUARE TUBE

CROSS SUPPORT

ROUND TUBE CROSS SUPPORTS

2"Ø TUBE WITH 1/4" THICK WALL

TYP 2 PLACES

FINGER BARS: 1/2" Ø ROD,

BEND AROUND SUPPORTS

ROUND TUBE BRACING: 2" Ø TUBE

WITH 1/4" WALL. PLACE ON CENTER

OF SQUARE TUBE BRACING.

CJP, TYP. ALL RND BRACING

SQUARE TUBE CROSS SUPPORTS:

2-1/2" X 2-1/2" SQUARE TUBE, 1/4" WALL

THICKNESS, TYP. 3

1/4TYP

CJP, TYP ALL SQ. BRACING

SQUARE TUBE BRACING: 2-1/2" X 2-1/2"

SQUARE TUBE, 1/4" WALL

THICKNESS

1/4TYP

1/4 TYP

3/8" THICK PLATE

NOTES

1. SEE M-001 FOR MECHANICAL GENERAL NOTES.

2. MAXIMUM CLEAR SPACE BETWEEN FINGER BARS.

3. NUMBER OF FINGER BARS REQUIRED IS 76.

4. WELDING OF STAINLESS STEEL SHALL BE PERFORMED IN

ACCORDANCE WITH THE REQUIREMENTS OF AWS D1.6.

5. ALL EXPOSED JOINTS, WELDS, EDGES, ETC. THAT FISH MAY

COME INTO CONTACT WITH SHALL BE GROUND FLUSH AND

SMOOTH TO THE TOUCH.

FINGER BAR, TYP.

4" SEE NOTE 2

ML503

16" THRU

Ø7 8" x 82°

TYP. 5 PLACES

4" 63

DETAIL

SCALE:

2" REF

4' -1

UPSTREAM BLOCK

DOWNSTREAM BLOCK

R1"

DETAIL: JT

SECTION: MC

SCALE: 1 / 4

SECTION: MD

1 2 3 4 5 6

D W

N B

N O

C O

N O

B Y:

T D

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

ML503

A N

D R

Y U

R D

. H

G 2E

N C

G 2E

C D

R D

L M

. J

P .E

D D

U .S

. A R

M Y

C O

R P

S O

N D

, O R

E G

O N

K D

N D

NOTES:

1. SEE SHEET M-001 FOR GENERAL MECHANICAL NOTES.

2. WIRE ROPE SHEAVES SHALL BE: MADE FROM STAINLESS STEEL, SIZED FOR 1 4"Ø

WIRE ROPE, HAVE A GROOVE DIAMETER OF 31

4", HAVE A 1 2"Ø SHAFT BORE, AND

1,200 LBF WORKING LOAD LIMIT. WIRE ROPE SHEAVES SHALL BE [salient features].

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

SINGLE SHEAVE MOUNT

PER:

NO. REQD:

3" = 1'-0"

STAINLESS STEEL

ASTM A240, UNS S30400

SYMMETRIC ABOUT CENTERLINE

DOUBLE SHEAVE MOUNT

PER:

NO. REQD:

3" = 1'-0"

STAINLESS STEEL

ASTM A240, UNS S30400

SYMMETRIC ABOUT CENTERLINE

SINGLE SHEAVE GUARD

PER:

NO. REQD:

6" = 1'-0"

STAINLESS STEEL

ASTM A240, UNS S30400

DOUBLE SHEAVE GUARD

PER:

NO. REQD:

6" = 1'-0"

STAINLESS STEEL

SCALE: 3"= 1'-0"

0 3" 6" 12"

NOTES

1. SEE M-001 FOR MECHANICAL GENERAL NOTES.

2. WELDING OF STAINLESS STEEL SHALL BE PERFORMED IN ACCORDANCE WITH

THE REQUIREMENTS OF AWS D1.6.

3. VARIOUS DIMENSIONS SHOWN ARE BASED ON SPECIFIED EQUIPMENT.

ADJUSTMENTS MAY BE REQUIRED DEPENDING ON EQUIPMENT SUPPLIED.

CONTRACTOR SHALL SHOW CHANGES ON SUBMITTED SHOP DRAWINGS AND

SHALL NOTE THE VARIANCE.

4. ALL EXPOSED JOINTS, WELDS, EDGES, ETC. THAT FISH MAY COME INTO

CONTACT WITH SHALL BE GROUND FLUSH AND SMOOTH TO THE TOUCH.

5. INSTALL SIDE BLOCK WITH 1 4"-20 UNC 82° COUNTERSUNK SCREW, HEX-NUT,

AND WASHER. ENSURE SCREW HEAD LAYS 1 4" BELOW SURFACE OF BLOCK.

6. INSTALL UPSTREAM AND DOWNSTREAM BLOCKS WITH 3 8"-16 UNC 82°

COUNTERSUNK SCREW, HEX-NUT, AND WASHER. ENSURE SCREW HEAD LAYS 1 4"

BELOW SURFACE OF BLOCK.

DETAIL

SCALE:

ML502 3" = 1'-0"

3" = 1'-0"

2' -0

2" T

8" 1

16" THRU HOLE,

COUNTERSINK FOR 82°

TYP. 6 PLACES

SEE NOTE 5.

8" CHAMFER

SIDE BLOCK

PER:

NO. REQD:

3" = 1'-0"

UV RESISTANT UHMW-PE

ASTM D6712-17

4' -1

4" 1

16" THRU HOLE,

COUNTERSINK FOR 82°

TYP. 5 PLACES

SEE NOTE 6.

8" CHAMFER 1

8" CHAMFER

DOWNSTREAM BLOCK

PER:

NO. REQD:

3" = 1'-0"

UV RESISTANT UHMW-PE

ASTM D6712-17

5' -1

UPSTREAM BLOCK

PER:

NO. REQD:

3" = 1'-0"

UV RESISTANT UHMW-PE

ASTM D6712-17

16" THRU HOLE, COUNTERSINK

FOR 82°, TYP. 6 PLACES

SEE NOTE 6.

8" Ø SLOTTED

THRU HOLE

4"1

4" MAX

16"1

4" MAX

16" THRU HOLE,

TYP. 2 PLACES

10" (REF)

2"113 16"

1/4"

1/4" TYP.

16"

4" (REF)

4" 3"

16" THRU HOLE,

TYP. 2 PLACES

1/4"

1/4" TYP.

3" 15 16"

10" (REF)

2" THRU

8" PLATE

3" x 4" x 3 8"

ANGLE, TYP.

3"1 2"

4" (REF)

2" THRU

16"

2' -5

3/16"

3/16" TYP.

DOWNSTREAM BLOCK

SIDE BLOCK

UPSTREAM

BLOCK

8" THICK

PLATE, TYP.

3/16" TYP.

3/16"

3/16"TYP.

Ø7

16" THRU HOLE

8" THICK PLATE,

COPE TO FIT

2 1 2" x 2 1 2" x 1 4"

ANGLE, TYP.

2" REF

R1 4"

MECHANICAL

ANCHOR

CLEARANCE

CUT, TYP.

6 PLACES

CJP, TYP.

3/16"

3/16"TYP. COPE AROUND

ANGLE

8" THICK PLATE

3/16"

3/16" TYP.

1/4"

3/16" TYP.

DETAIL: JY

SCALE: 1 : 1

DETAIL: KB

SCALE: 1 / 2DETAIL: KC

SCALE: 1 / 2

DETAIL: LW

SCALE: 1/2

1 2 3 4 5 6

D W

N B

N O

C O

N O

B Y:

T D

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

ML504

A N

D R

Y U

R D

. H

G 2E

N C

G 2E

C D

R D

L M

. J

P .E

D D

U .S

. A R

M Y

C O

R P

S O

N D

, O R

E G

O N

K D

N D

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

SCALE: 3"= 1'-0"

0 3" 6" 12"

NOTES

1. SEE M-001 FOR MECHANICAL GENERAL NOTES.

2. WIRE ROPE SHALL BE IN ACCORDANCE WITH FED SPEC RR-1-410. WIRE ROPE SHALL HAVE A

4" NOMINAL DIAMETER, BE MADE FROM T304 STAINLESS STEEL, HAVE A 6x37 CLASS IWRC

CONSTRUCTION, AND HAVE A RATED BREAKING STRENGTH OF 5400 LBF. CONTRACTOR SHALL BE

RESPONSIBLE FOR DETERMINING THE REQUIRED LENGTHS OF WIRE ROPE NEEDED.

3. INSTALL SHEAVE GUARDS IN THE ORIENTATION SHOWN. USE SLOTTED HOLE TO ADJUST

CLEARANCE ABOVE SHEAVE.

4. SHEAVES SHALL BE MADE FROM T316 STAINLESS STEEL, SIZED FOR 1 4" WIRE ROPE, HAVE A 4-1

4"Ø O.D. AND A 1 2"Ø BORE. SHEAVES SHALL HAVE A WORKING LOAD LIMIT OF AT LEAST 3,000

LBF. SHEAVES SHALL HAVE PLAIN BRONZE BEARINGS.

5. INSTALL SINGLE SHEAVE MOUNTS WITH 1 2"-13 UNC MECHANICAL CONCRETE ANCHORS MADE FROM T304 STAINLESS STEEL, 3" MIN EMBEDMENT DEPTH. SECURE WITH 1 2"-13 UNC HEX-NUT, AND

2"Ø WASHERS.

6. SINGLE SHEAVE AXLE SHALL BE A T304 STAINLESS STEEL 1 2"Ø UNC SHOULDER BOLT, 2-1

SHOULDER LENGTH. SECURE WITH 3 8"-16 UNC HEX-NUT AND TWO 1 2"Ø WASHERS.

7. DOUBLE SHEAVE AXLE SHALL BE A T304 STAINLESS STEEL 1 2"Ø UNC SHOULDER BOLT, 4-1 4"

SHOULDER LENGTH. SECURE WITH 3 8"-16 UNC HEX-NUT AND TWO 1 2"Ø WASHERS.

8. VARIOUS DIMENSIONS SHOWN ARE BASED ON SPECIFIC EQUIPMENT. ADJUSTMENTS MAY BE

REQUIRED DEPENDING ON EQUIPMENT SUPPLIED. CONTRACTOR SHALL SHOW CHANGES ON

SUBMITTED SHOP DRAWINGS AND SHALL NOTE THE VARIANCE.

9. UNLESS OTHERWISE NOTED, MECHANICAL FASTENERS SHALL BE 18-8 OR 300 SERIES

STAINLESS STEEL AND INSTALLED USING AN APPROVED ANTI-GALLING COMPOUND.

10. WELDING OF STAINLESS STEEL SHALL BE PERFORMED IN ACCORDANCE WITH THE

REQUIREMENTS OF AWS D1.6.

WIRE ROPE

CLIPS, TYP.

WIRE ROPE TO WINCH,

SEE NOTE 2.

T316 STAINLESS STEEL BLOCK WITH EYE,

SIZED FOR 1 4" WIRE ROPE.

REMOVABLE T316 STAINLESS STEEL SHEAVE.

MINIMUM 1300 LBF WORKING LOAD…

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