Clean Sol Package Drawings MECHANICAL_AMDT 0003.pdf

PDF 36 MB Posted

Attached to
Dexter Adult Fish Facility Upgrades
Solicitation number
W9127N23R0005
Issued by

About this file

This federal contract opportunity solicitation seeks proposals for the Dexter Adult Fish Facility Upgrades project. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Portland with number W9127N23R0005. The period of performance is anticipated to be from March 2023 to November 2026. The estimated magnitude of construction is between $25,000,000 to $100,000,000. The project involves major improvements, replacements and additions to the Dexter Fish Facility to meet criteria approved by the National Marine Fisheries Service. The solicitation is unrestricted and full and open with the HUBZone 10% price evaluation preference applied. The North American Industry Classification System code for this work is 237990 for other heavy and civil engineering construction with a small business size standard of $39,500,000.

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Text version

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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 USING 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

K

SINGLE LINE DOUBLE LINE

BUTTERFLY

BALL VALVE

KNIFE GATE

K

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

• INTERIOR SURFACES, BROODSTOCK DEWATERING DEVICE

3. CONTRACTOR IS RESPONSIBLE TO ENSURE FISH CONTACT SURFACES ARE

SAFE FOR FISH CONTACT. BREAK EDGES AND MISC. GRINDING REQUIRED. SHOP

INSPECTIONS WILL PERIODICALLY INCLUDE A USACE BIOLOGIST. CONTRACTOR

MAY REQUEST A BIOLOGIST EVALUATION VIA GQAR. SCHEDULING WILL BE

SUBJECT TO AVAILABILITY.

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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

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

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

X

FS

FM

PS

M

S

K

S

H

M

P

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

DI

HDPE

GSP

COP

PIPE MATERIAL

GALVANIZED STEEL PIPE

COPPER

FWDS

HF

WS

V

FWS

FT

D

FISH TRANSFER

HYDRAULIC FLUID

FACILITY WATER DISTRIBUTION SYSTEM

FOREBAY WATER SUPPLY

WASHDOWN SYSTEM

VENT

TANKER FILL

DRAIN

SERVICE ABBREVIATION FOR PIPING

CA COMPRESSED AIR

TF

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.

9. AIR RELEASE COMBINATION VALVES MUST BE PLACED NEAR HIGH POINTS IN THE

WATER SUPPLY PIPE SYSTEM. PLACEMENT MUST OCCUR SO THAT PIPE CAN BE

DRAINED AND FILLED.

10. VALVE OPERATOR MUST BE INSTALLED ABOVE VAULT LID. OPERATOR MUST BE

ACCESSIBLE AND OPERABLE WITHOUT ENTERING THE VAULT.

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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"

"8

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

A

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 1

VAULT 2

VALVE PAD 1

VAULT 3

VAULT 4

HOUSEKEEPING PAD 2

VAULT 5

VAULT 6

VAULT 7

CONCRETE RACEWAY WATER SUPPLY

MP518

MP518

MP518

MP518

MARK SHEET DESCRIPTION LOCATION SIZE ACTUATOR SERVICE ACTUATOR VOLTAGE SCADA HP

DXF‐FWS‐EDC01 TBD SLIDE GATE ENTRANCE AREA, TAILRACE DISCHARGE 72" ELECTRIC MODULATING VAM‐EM1 480VAC YES 5 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‐AWS01A MK503 SLIDE GATE ENTRANCE AREA, DIFFUSER CHAMBER 1 48" ELECTRIC OPEN/CLOSE VAM‐EM4 480VAC YES 1.5 DXF‐FWS‐AWS01B MK503 SLIDE GATE ENTRANCE AREA, DIFFUSER CHAMBER 1 48" ELECTRIC OPEN/CLOSE VAM‐EM5 480VAC YES 1.5 DXF‐FWS‐AWS02 MK503 SLIDE GATE ENTRANCE AREA, DIFFUSER CHAMBER 2 36" ELECTRIC OPEN/CLOSE VAM‐EM6 480VAC YES 0.33 DXF‐FWS‐AWS03 MK503 SLIDE GATE ENTRANCE AREA, DIFFUSER CHAMBER 3 36" ELECTRIC OPEN/CLOSE VAM‐EM7 480VAC YES 0.33 DXF‐FWS‐AWS04 MK503 SLIDE GATE ENTRANCE AREA, DIFFUSER CHAMBER 4 36" ELECTRIC OPEN/CLOSE VAM‐EM8 480VAC YES 0.33 DXF‐FWS‐AWS05 MK503 SLIDE GATE ENTRANCE AREA, DIFFUSER CHAMBER 5 36" ELECTRIC OPEN/CLOSE VAM‐EM9 480VAC YES 0.33 DXF‐FWS‐AWS06 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 MP503 BUTTERFLY PRESORT AREA, VAULT 4 30" ELECTRIC MODULATING VAM‐EM12 480VAC YES 1 DXF‐FWS‐PSS02 MP503 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 PSCC 0.75 DXF‐FWS‐PRE02 MP504 BUTTERFLY PRESORT AREA, OBSERV. PLATFORM, IN LINE EXPOSED, FALSE WEIR SUPPLY 10" ELECTRIC OPEN/CLOSE VAM‐EM15 480VAC PSCC 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 MP503 GATE EXISTING LADDER AREA‐ SURFACE SUPPORTED , VAULT 7 30" ELECTRIC OPEN/CLOSE VAM‐EM16 480VAC YES 1 DXF‐FWS‐UWD01 MP503 BALL VALVE EXISTING LADDER AREA, SURFACE SUPPORTED, VAULT 7 12" ELECTRIC MODULATING VAM‐EM17 480VAC YES 0.33 DXF‐FWS‐UWD02 MP503 BALL VALVE EXISTING LADDER AREA, SURFACE SUPPORTED, VAULT 7 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 MP507 BUTTERFLY EXISTING LADDER AREA, VAULT 9, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST02 MP507 BUTTERFLY EXISTING LADDER AREA, VAULT 9, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST03 MP507 BUTTERFLY EXISTING LADDER AREA, VAULT 9, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST04 MP507 BUTTERFLY EXISTING LADDER AREA, VAULT 9, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST05 MP507 BUTTERFLY EXISTING LADDER AREA, VAULT 9, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST06 MP507 BUTTERFLY EXISTING LADDER AREA, VAULT 9, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST07 MP507 BUTTERFLY EXISTING LADDER AREA, VAULT 9, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST08 MP507 BUTTERFLY EXISTING LADDER AREA, VAULT 9, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST09 MP507 BUTTERFLY EXISTING LADDER AREA, VAULT 9, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE DXF‐FWS‐PST10 MP507 BUTTERFLY EXISTING LADDER AREA, VAULT 9, REMOVABLE TEE HANDLE 6" MANUAL OPEN/CLOSE

DXF‐FWS‐STI01 MP510 BUTTERFLY SWITCHGATE AREA, VAULT 10 18" MANUAL OPEN/CLOSE

DXF‐FWS‐STS01 MP510 BUTTERFLY SWITCHGATE AREA, VAULT 10 16" MANUAL OPEN/CLOSE

DXF‐FWS‐SGI01 MP510 BUTTERFLY SWITCHGATE AREA, VAULT 10 18" MANUAL OPEN/CLOSE

DXF‐FWS‐PSF01 MP510 BUTTERFLY SWITCHGATE AREA, IN LINE WITH EXPOSED SUPPLY PIPE 6" ELECTRIC OPEN/CLOSE VAM‐EM19 480VAC CONSOLE 0.75 DXF‐FWS‐PSF02 MP510 BUTTERFLY SWITCHGATE AREA, IN LINE WITH EXPOSED SUPPLY PIPE 6" ELECTRIC OPEN/CLOSE VAM‐EM20 480VAC CONSOLE 0.75 DXF‐FWS‐PSF03 MP510 BUTTERFLY SWITCHGATE AREA, IN LINE WITH EXPOSED SUPPLY PIPE 6" ELECTRIC OPEN/CLOSE VAM‐EM21 480VAC CONSOLE 0.75 DXF‐FWS‐RTK01 MP510 BALL VALVE SORTING AREA, RECOVERY TANK SUPPLY 4" MANUAL OPEN/CLOSE DXF‐FWS‐RTK02 MP510 BALL VALVE SORTING AREA, RECOVERY TANK DRAIN 4" MANUAL OPEN/CLOSE DXF‐FWS‐RTK03 MP510 BALL VALVE SORTING AREA, RECOVERY TANK OVERFLOW 4" MANUAL OPEN/CLOSE DXF‐FWS‐STB01 MP511 BALL VALVE SORTING AREA, FISH PIPE SUPPLY PIPE 1 4" MANUAL OPEN/CLOSE DXF‐FWS‐STB02 MP511 BALL VALVE SORTING AREA, FISH PIPE SUPPLY PIPE 2 4" MANUAL OPEN/CLOSE DXF‐FWS‐STB03 MP511 BALL VALVE SORTING AREA, FISH PIPE SUPPLY PIPE 3 4" MANUAL OPEN/CLOSE DXF‐FWS‐STB04 MP511 BALL VALVE SORTING AREA, FISH PIPE SUPPLY PIPE 4 4" MANUAL OPEN/CLOSE DXF‐FWS‐STB05 MP511 BALL VALVE SORTING AREA, FISH PIPE SUPPLY PIPE 5 4" MANUAL OPEN/CLOSE DXF‐FWS‐STB06 MP511 BALL VALVE SORTING AREA, IN LINE, TABLE FLUSHING SUPPLY PIPE 2" MANUAL OPEN/CLOSE DXF‐FWS‐STB07 MP511 BALL VALVE SORTING AREA, IN LINE, TABLE FLUSHING SUPPLY PIPE 2" MANUAL OPEN/CLOSE DXF‐FWS‐STB08 MP511 BALL VALVE SORTING AREA, IN LINE, TABLE FLUSHING SUPPLY PIPE 2" MANUAL OPEN/CLOSE DXF‐FWS‐STB09 MP511 BALL VALVE SORTING AREA, IN LINE, TABLE FLUSHING SUPPLY PIPE 2" MANUAL OPEN/CLOSE DXF‐FWS‐ANS01 MP511 BALL VALVE ANESTHETIC TANK, IN LINE, SUPPLY 3" MANUAL OPEN/CLOSE DXF‐FWS‐ANS02 MP511 BALL VALVE ANESTHETIC TANK, IN LINE, DRAIN TO RAIN GARDEN 3" MANUAL OPEN/CLOSE

DXF‐FWS‐TFS01 MP513 BALL VALVE TRUCK FILL STATION 6" MANUAL OPEN/CLOSE

DXF‐FWS‐CRH01 MP512 KNIFE GATE CONCRETE RACEWAY HEADER 30" ELECTRIC OPEN/CLOSE VAM‐EM22 480VAC YES 0.75 DXF‐FWS‐STS02 MP506 GATE SWITCHGATE AREA, EXPOSED SUPPLY FOR RTR 10" MANUAL MODULATING DXF‐FWS‐UWD03 SK516‐3 SLIDE GATE EXISTING LADDER AREA SLIDE GATE 96" ELECTRIC MODULATING VAM‐EM23 480VAC YES 1

DXF‐FWS‐FMF01 M603 FLOW METER ENTRANCE AREA 48"

DXF‐FWS‐FMA01 M603 FLOW METER ENTRANCE AREA, VAULT 2 48"

DXF‐FWS‐AAV01 M603 AIR VALVE ENTRANCE AREA, VAULT 2 8"

DXF‐FWS‐OGH01 M603 GATE HOIST TAIL WATER

DXF‐FWS‐AWF01 M603 FLOW METER EXISTING LADDER AREA SLIDE GATE 48"

DXF‐FWS‐PRF01 M604 FLOW METER PRESORT AREA, OBSERV. PLATFORM, FALSE WEIR DRAIN 10" DXF‐FWS‐ANS03 MP513 BALL VALVE ANESTHETIC TANK, IN LINE, DRAIN TO RAIN GARDEN 3" MANUAL OPEN/CLOSE

VALVE AND ACTUATOR SCHEDULE

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PORTLAND DISTRICT

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IDENTIFICATION

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GENERAL NOTES:

1. SEE M-001 FOR GENERAL MECHANICAL NOTES.

2. SEE MP, MK, AND SK SERIES SHEETS FOR DETAILS.

3. BALL VALVES INDICATED AS 6" OR LESS MUST BE PROVIDED AS A THREE PIECE VALVE

TO ENSURE FUTURE REPLACEMENT/REPAIR. CONTRACTOR MAY PROPOSE ALTERNATE

PIPE CONFIGURATION TO SUPPORT A STANDARD VALVE.

-2 3-

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4-

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

‐ 1 EXCLUSION SCREEN WINCH 96" H X 78" W ELECTRIC WINCH WASHDOWN/CONT. OUTDOOR 460 VAC 2

‐ 1 BRAIL HOIST GEARMOTOR WASHDOWN/CONT. OUTDOOR 460 VAC 0.75

‐ 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 2

‐ 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 1

1 CRANE RETREAVAL WINCH 1/2 TON WINCH WASHDOWN/CONT. OUTDOOR 120VAC 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 CHAIN WINCH GENERAL INDOOR SERVICE ‐ ‐

‐ 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

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IDENTIFICATION

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GENERAL NOTES:

1. SEE M-001 FOR GENERAL MECHANICAL NOTES.

2. SEE MP AND MK SERIES SHEETS FOR DETAILS.

3. THIS LIST DOES NOT INCLUDE THE FOLLOWING ITEMS TO BE ADDED:

• FAUCETS 3 TOTAL UNITS TWO AT SORTING TABLE ONE AT M/E BUILDING

• FIRE HYDRANT

• TWO WRENCHES

• UPDATE BUILDING HOIST TO BE COMPLETELY MANUAL

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MARK SHEET DESCRIPTION LOCATION VOLTAGE SCADA NOTES

LIT‐001A MI102 PRESSURE TRANSDUCER, STILLWELL ENTRANCE AREA, STILLING BASIN WALL 4‐20MA YES MEASURES TAILWATER ELEVATION LIT‐001B MI102 PRESSURE TRANSDUCER, STILLWELL (REDUN.) ENTRANCE AREA, STILLING BASIN WALL 4‐20MA YES LIT‐002A MI102 PRESSURE TRANSDUCER, STILLWELL ENTRANCE AREA, POOL 1 WALL 4‐20MA YES MEASURES POOL 1 WATER ELEVATION LIT‐002B MI102 PRESSURE TRANSDUCER, STILLWELL (REDUN.) ENTRANCE AREA, POOL 1 WALL 4‐20MA YES LIT‐003 MI102 PRESSURE TRANSDUCER, STILLWELL ENTRANCE AREA, DIFFUSER PIT 1 WALL 4‐20MA YES MEASURES AWS BRANCH FLOW VELOCITY FIT‐001 MP101 MAINSTEM FLOW, FLANGED ENTRANCE AREA, VAULT 1 4‐20MA YES MEASURES AWS MAINLINE FLOW VELOCITY FIT‐002 MP101 AWS FLOW, FLANGED ENTRANCE AREA, VAULT 2 4‐20MA YES MEASURES AWS BRANCH FLOW VELOCITY PIT‐001 MP101 PRESSURE TRANSDUCER, PIPE TAP, UPPER PIPE ENTRANCE AREA, VAULT 2 4‐20MA YES MEASURES AWS BRANCH PRESSURE PIT‐002 MP101 PRESSURE TRANSDUCER, PIPE TAP, LOWER MANIFOLD ENTRANCE AREA, VAULT 2 4‐20MA YES MEASURES AWS LOWER MANIFOLD PRESSURE LIT‐004A MI102 PRESSURE TRANSDUCER, STILLWELL LADDER POOL, WEST OF WEIR 32 4‐20MA YES MEASURES APPROACH POOL ELEVATION LIT‐004B MI102 PRESSURE TRANSDUCER, STILLWELL (REDUN.) LADDER POOL, WEST OF WEIR 32 4‐20MA YES FIT‐003 MP101 FALSE WEIR FLOW, FLANGED PRESORT AREA, FALSE WEIR 4‐20MA CONSOLE MEASURES FALSE WEIR PUMP FLOW FIT‐004 MP101 POOL 1 FLOOR FLOW, FLANGED POST SORT AREA, VAULT 6 4‐20MA CONSOLE MEASURES POOL 1 FLOW FIT‐005 MP101 POOL 2 FLOOR FLOW, FLANGED POST SORT AREA, VAULT 6 4‐20MA CONSOLE MEASURES POOL 2 FLOW FIT‐006 MP101 POOL 3 FLOOR FLOW, FLANGED POST SORT AREA, VAULT 6 4‐20MA CONSOLE MEASURES POOL 3 FLOW FIT‐007 MP101 POOL 4 FLOOR FLOW, FLANGED POST SORT AREA, VAULT 6 4‐20MA CONSOLE MEASURES POOL 4 FLOW FIT‐008 MP101 POOL 5 FLOOR FLOW, FLANGED POST SORT AREA, VAULT 6 4‐20MA CONSOLE MEASURES POOL 5 FLOW FIT‐009 MP101 POOL 1 END FLOW, FLANGED POST SORT AREA, VAULT 6 4‐20MA CONSOLE MEASURES POOL 1 END FLOW FIT‐010 MP101 POOL 2 END FLOW, FLANGED POST SORT AREA, VAULT 6 4‐20MA CONSOLE MEASURES POOL 2 END FLOW FIT‐011 MP101 POOL 3 END FLOW, FLANGED POST SORT AREA, VAULT 6 4‐20MA CONSOLE MEASURES POOL 3 END FLOW FIT‐012 MP101 POOL 4 END FLOW, FLANGED POST SORT AREA, VAULT 6 4‐20MA CONSOLE MEASURES POOL 4 END FLOW FIT‐013 MP101 POOL 5 END FLOW, FLANGED POST SORT AREA, VAULT 6 4‐20MA CONSOLE MEASURES POOL 5 END FLOW LIT‐005 MI502 STILL WELL POOL 1, STILLWELL POST SORT AREA, POOL 1, 4‐20MA YES MEASURES POOL 1 WATER ELEVATION LIT‐006 MI502 STILL WELL POOL 2, STILLWELL POST SORT AREA, POOL 2 4‐20MA YES MEASURES POOL 2 WATER ELEVATION LIT‐007 MI502 STILL WELL POOL 3, STILLWELL POST SORT AREA, POOL 3 4‐20MA YES MEASURES POOL 3 WATER ELEVATION LIT‐008 MI502 STILL WELL POOL 4, STILLWELL POST SORT AREA, POOL 4 4‐20MA YES MEASURES POOL 4 WATER ELEVATION LIT‐009 MI502 STILL WELL POOL 5, STILLWELL POST SORT AREA, POOL 5 4‐20MA YES MEASURES POOL 5 WATER ELEVATION

INSTRUMENTATION SCHEDULE

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GENERAL NOTES:

1. SEE M-001 FOR GENERAL MECHANICAL NOTES.

2. SEE MP AND MK SERIES SHEETS FOR DETAILS.

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AC

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IT

Y U

PG

R

ER

AL

FA

C

IL

IT

Y W

AT

ER

S U

PP

LY

O N

E

LI

N E

D

IA

G R

AM

JO

SE

PH

V

. G

IR

AL

T

J.

G

IR

AL

T W

H

IT

EH

EA

D

/1

7/

W

N

R

IE

L M

. J

EN

SE

N

P .E

/1

7/

1:

AN

SI

F

PO

R

TL

AN

D D

IS

TR

IC

T

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

PO

R

TL

AN

D , O

R

EG

O N

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

D

XF

1.

1_

M -6

.D

W G

AD

VE

R

TI

SE

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

PIPE I.D.

47.25"

12.4 FT/S

150 CFS

8.0 FT/S

Q=98 CFS

PIPE I.D.=47.25"

MAX. 150 CFS

MIN. 96 CFS

WATER SURFACE ELEVATION

EXISTING ASPHALT

POND

7.2 FT/S

Q= 88 CFS

PIPE I.D.=47.25"

POWER

HOUSE

DXF-FWS-ADC01

ENTRANCE AREA

LADDER POOLS

TRASHRACK

EXISTING JUVENILE

RACEWAYS

35 CFS

MIN. PIPE I.D.=47.0"

12.4 FT/S

150 CFS

*SEE NOTE 2*

Q=10 CFS TOTAL

FACILITY WATER SUPPLY SYSTEM

EXISTING LADDER

DXF-FWS-ESW01

EXCLUSION SCREEN WINCH

OPEN/CLOSE

TAILWATER ELEVATION

PRE-SORT POOL

FISH LADDER

ENERGY

DISCHARGE

STRUCTURE

CONTINUED FROM

M-604

CONTINUED ON

M-604

POST SORT

DRAIN

CHANNEL

MSCADA - IP

DXF-FWS-ADC02

SCADA - IPM

EXISTING ASPHALT POND

DXF-FWS-APD02

SCADA - IP

DXF-FWS-APH01

M

DXF-FWS-AWS06

SCADA-IP 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-AWS01B

M SCADA-IP

DXF-FWS-AWS01A

M

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-003

TO EXISITING

LADDER

FM

SCADA-IPM

DXF-FWS-EDC01

FIT-001

M

SCADA

100 YR TW - 650.1' NAVD 88

OHW - 644.6'

MAX DESIGN - 642.6'

MEDIAN - 641.4'

MIN FLOW TW - 640.4'

DXF-FWS-AAV01

AV

SCADA

FM

FIT-002

MIN. PIPE I.D.=15"

VAULT 1

PT PIT-001

PIT-002PT

SCADA

SCADA

ACTUATED

UNDERFLOW

WEIR GATE

DXF-FWS-UWD03

MIN. PIPE

I.D. 35"

RETURN TO RIVER

PIPE SYSTEM

M-605

16"

10"

16"

16" 16" 643.6'

PIPE INVERT

ELEVATION

D

E

1 2 3 4 5 6

A

D

ES

IG

N

ED

B

Y:

D

AT

E:

D W

N B

Y:

C

KD

B

Y:

SO

LI

C

IT

AT

IO

N

N O

C O

N

TR

AC

T

N O

SU

BM

IT

TE

D

B Y:

PL

O

T

SC

AL

E:

PL

O

T D

AT

E:

SI

ZE

FI

LE

N

AM

E:

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-604

D

EX

TE

R

D

AM

A N

D R

ES

ER

VO

IR

AD

U

LT

F

IS

H

F

AC

IL

IT

Y U

PG

R

ER

AL

FA

C

IL

IT

Y W

AT

ER

S U

PP

LY

O N

E

LI

N E

D

IA

G R

AM

JO

SE

PH

V

. G

IR

AL

T

J G

IR

AL

T W

H

IT

EH

EA

D

/1

7/

W

N

R

IE

L M

. J

EN

SE

N

P .E

/1

7/

1:

AN

SI

F

PO

R

TL

AN

D D

IS

TR

IC

T

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

PO

R

TL

AN

D , O

R

EG

O N

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

D

XF

1.

1_

M -6

.D

W G

AD

VE

R

TI

SE

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-603

PRESORT AREA

FACILITY WATER SUPPLY SYSTEM

MAX. Q= 33 CFS

MIN. Q= 30 CFS

PRESORT AREA

FISH LADDERPRE-SORT POOL

PSP - PUMP

DXF-FWS-PRE02

SCADAM

DXF-FWS-PRE01

DXF-FWS-PRE04

FALSE WEIR

FM

DIFFUSER

PIT

DIFFUSER

PIT

UNUSED WATER

DXF-FWS-UWI02

DXF-FWS-UWD01 DXF-FWS-UWD02

FWS MAIN

CONTINUED FROM

M-603

DXF-FWS-PRE03

SCADA

FIT-003

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

DISCHARGE TO EXISTING LADDER

CONTINUED ON M603

M

MM

M SCADA M SCADA

M SCADA

EXISTING LADDER

SCADA

SCADASCADA

CONTINUED ON

M-603

EXIT TO TAIL WATER

D

E

1 2 3 4 5 6

A

D

ES

IG

N

ED

B

Y:

D

AT

E:

D W

N B

Y:

C

KD

B

Y:

SO

LI

C

IT

AT

IO

N

N O

C O

N

TR

AC

T

N O

SU

BM

IT

TE

D

B Y:

PL

O

T

SC

AL

E:

PL

O

T D

AT

E:

SI

ZE

FI

LE

N

AM

E:

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-605

D

EX

TE

R

D

AM

A N

D R

ES

ER

VO

IR

AD

U

LT

F

IS

H

F

AC

IL

IT

Y U

PG

R

ER

AL

FA

C

IL

IT

Y W

AT

ER

S U

PP

LY

O N

E

LI

N E

D

IA

G R

AM

JO

SE

PH

V

. G

IR

AL

T

J G

IR

AL

T W

H

IT

EH

EA

D

/1

7/

W

N

R

IE

L M

. J

EN

SE

N

P .E

/1

7/

1:

AN

SI

F

PO

R

TL

AN

D D

IS

TR

IC

T

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

PO

R

TL

AN

D , O

R

EG

O N

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

D

XF

1.

1_

M -6

.D

W G

AD

VE

R

TI

SE

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-ANS02DXF-FWS-ANS03

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

DXF-FWS-STB01

DXF-FWS-STS01

M

M

M

SCADA

SCADA

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

SORTING TABLE

PRE-SORT FLUME DRAIN10"

6"

2-1/2" 2-1/2" 2-1/2"

2-1/2"

18"

18"

18"

18"

18"

RAIN GARDEN

TRENCH DRAIN

DXF-FWS-RTK03

DXF-FWS-RTK02

4"

10"

RETURN TO RIVER

SWITCHGATE

RETURN TO RIVER

PIPE SYSTEM

SEE M-603

16"16"

DIRECT TO POOL 2

SWITCHGATE

DIRECT TO POOL 1

SWITCHGATE18"

18"

DXF-FWS-RTK04

DXF-FWS-RTK05

DXF-FWS-STS02

18"

16"

18"

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

5. SEE M-001 AND M-002 FOR GENERAL MECHANICAL NOTES

CONTINUED ON

M-603

EXIT TO TAIL WATER

D

E

1 2 3 4 5 6

A

D

ES

IG

N

ED

B

Y:

D

AT

E:

D W

N B

Y:

C

KD

B

Y:

SO

LI

C

IT

AT

IO

N

N O

C O

N

TR

AC

T

N O

SU

BM

IT

TE

D

B Y:

PL

O

T

SC

AL

E:

PL

O

T D

AT

E:

SI

ZE

FI

LE

N

AM

E:

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-606

D

EX

TE

R

D

AM

A N

D R

ES

ER

VO

IR

AD

U

LT

F

IS

H

F

AC

IL

IT

Y U

PG

R

ER

AL

FA

C

IL

IT

Y W

AT

ER

S U

PP

LY

O N

E

LI

N E

D

IA

G R

AM

JO

SE

PH

V

. G

IR

AL

T

J G

IR

AL

T W

H

IT

EH

EA

D

/1

7/

W

N

R

IE

L M

. J

EN

SE

N

P .E

/1

7/

1:

AN

SI

F

PO

R

TL

AN

D D

IS

TR

IC

T

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

PO

R

TL

AN

D , O

R

EG

O N

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

D

XF

1.

1_

M -6

.D

W G

AD

VE

R

TI

SE

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

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

DXF-FWS-CRH01

EXISTING JUVENILE RACEWAYS

SCADA-IPM

FISH TRANSPORT

TRUCK

FIRE HYDRANT

DXF-FWS-TFS01

DRAIN TO

TAILWATER

(NORMALLY CLOSED)

CONTINUED ON

M-603

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

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

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

7.7 FT/S

Q= 36 CFS

PIPE I.D.= 29.25"

CONTINUED ON

M-603

DXF-FWS-FH01

FISH TRUCK FILL STATION

NOTES:

1. HAND WHEEL VALVE OPERATOR MUST BE ACCESSIBLE WITHOUT

PHYSICALLY ENTERING A VAULT. PROVIDE LINKAGE TO ALLOW

OPERATION ABOVE VAULT.

2. EXISTING KNIFE GATE VALVE AND ACTUATOR TO BE REPLACED AT

JUVENILE RACEWAYS. CONNECT NEW GATE VALVE TO EXISTING

DISCHARGE PIPE.

3. PROVIDE FIRE HYDRANT. PAINT FIRE HYDRANT RED INDICATING

RAW WATER, NON-POTABLE SOURCE.

4. PIPE ENTERING VAULTS MUST BE SELF SUPPORTING. SUPPORT

PIPE IN VAULTS AT EQUIPMENT LOCATIONS AND UNSUPPORTED

CHANGE OF DIRECTION AS NEEDED.

5. SEE STRUCTURAL SHEETS FOR THRUST BLOCK LOCATIONS.

DRAIN TO

EXISTING LADDER

6"

FIT-004

FIT-005

FIT-006

FIT-007

FIT-008

FIT-009

FIT-010

FIT-011

FIT-012

FIT-013

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

B

C

D

E

1 2 3 4 5 6

A

D

ES

IG

N

ED

B

Y:

D

AT

E:

D W

N B

Y:

C

KD

B

Y:

SO

LI

C

IT

AT

IO

N

N O

C O

N

TR

AC

T

N O

SU

BM

IT

TE

D

B Y:

PL

O

T

SC

AL

E:

PL

O

T D

AT

E:

SI

ZE

FI

LE

N

AM

E:

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-607

D

EX

TE

R

D

AM

A N

D R

ES

ER

VO

IR

AD

U

LT

F

IS

H

F

AC

IL

IT

Y U

PG

R

ER

AL

PN

EU

M

AT

IC

C

O N

TR

O

L

SY

ST

EM

O N

E

LI

N E

D

IA

G R

AM

JO

SE

PH

V

. G

IR

AL

T

J.

G

IR

AL

T B.

F

IL

AN

/1

7/

W

N

R

IE

L M

. J

EN

SE

N

P .E

/1

7/

1:

AN

SI

F

PO

R

TL

AN

D D

IS

TR

IC

T

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

PO

R

TL

AN

D , O

R

EG

O N

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

D

XF

1.

1_

M -6

.D

W G

AD

VE

R

TI

SE

M

AD

M

AD

AD

M

M

M

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

AD

S

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

MECHANICAL ROOM - MECH/ELEC BLDG.

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 WITH INTEGRATED

VARIABLE PRESSURE SWITCH

1" COMPRESSED AIR PIPING

2" AUXILIARY SUPPLY

CONNECTION

2" DRAIN PIPE

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 DEVICE

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US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-608

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PS

DP

MECHANICAL ROOM

FLOOR DRAIN

IMPLIED BY INDICATED FLOW PATTERN.

APPROPRIATE VALVE SYMBOL SHOWN). ARROWS

(GLOBE VALVE SHOWN. FOR OTHER VALVE TYPES,

INDICATE FLOW PATTERN. SEATING PORTS ARE

S

SOLENOID VALVE

MULTI-PORT VALVE

PRESSURE RELIEF

REGULATED SIDE

PRESSURE CONTROL

AIR VENT (AUTO)

AIR VENT (MANUAL)

BALL CHECK

NEEDLE

SWING CHECK

PLUG OR COCK

ECCENTRIC PLUG

SEATING PORT

BALL

BUTTERFLY

GLOBE

GATE

VALVE SYMBOLS

WATER SUPPLY

FROM FACILITY

OWS/GREASE INTERCEPTOR

MECH./ELECT. BUILDING

WEST END, SORTING TABLE

EAST END, SORTING TABLE

40/60 PSI

CASING DRAIN

WASHDOWN PUMP

VALVE 1

2"

HYDROPNEUMATIC TANK

BASKET STRAINER

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.

5. SEE M-001 AND M-002 FOR GENERAL MECHANICAL NOTES.

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US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

MD101

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GENERAL NOTES:

1. DEMOLITION IS INDICATED WITH GREEN HATCHING. DEMO TO INCLUDE MANHOLE AND VALVE. DEMOLISHED MANHOLES VALVES AND PIPE BECOME CONTRACTOR PROPERTY, DISPOSE OF ITEMS PER LOCAL CODE REQUIREMENTS.

2. SEE STRUCTURAL DEMO SHEETS.

3. SEE CIVIL DEMO SHEETS.

4. SHEET SHOULD BE PRINTED IN COLOR.

SEE CONTINUATION ON SD108

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US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

MD102

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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.

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US Army Corps of Engineers

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IDENTIFICATION

MI101

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SORTING AREA

COMPRESSED AIR PIPING

NTS

DETAIL

SCALE:

- NTS

FISH TRUCK COUPLING CYLINDERS NOT VISIBLE

DETAIL

SCALE:

- NTS

DETAIL

DOUBLE ACTING,

STAINLESS STEEL

PNEUMATIC CYLINDER

TYP 4 PLACES

CYLINDER

GUARD NOT SHOWN

CYLINDER

FIELD ROUTE 1/2" TYPE K COPPER PIPE

FROM BURIED SUPPLY VIA MECHANICAL ROOM.

CYLINDER LOCATION, GUARD SHOWN

TYPICAL 3 PLACES

CYLINDER

CYLINDER

DOUBLE ACTING

STAINLESS STEEL

CYLINDER

CYLINDER

BROODSTOCK KNIFE GATE CYLINDER

BROODSTOCK KNIFE GATE CYLINDER

HOPPER CYLINDER LOCATION

NOT SHOWN

GENERAL NOTES:

1. SEE SHEET M-001 AND M-002 FOR GENERAL MECHANICAL NOTES.

2. VARIOUS COMPONENTS TO BUILD OUT PNEUMATIC SYSTEM MAY NOT BE SHOWN. SUBMIT COMPLETE SYSTEM FOR

APPROVAL.

3. RECOVERY TANK/ANESTHETIC NEEDLE VALVE ASSEMBLY MUST ALLOW ADJUSTABLE CYLINDER SPEED. CYLINDER SPEED MUST BE SYNCHRONOUS WITH BRAIL MOVEMENT. RATE OF MOVEMENT SHOULD BE EASILY ADJUSTABLE FROM

0.1 TO 2 INCHES PER SECOND.

4. SWITCH GATE CYLINDER NEEDLE VALVE ASSEMBLY MUST ALLOW ADJUSTABLE CYLINDER SPEED. RATE OF MOVEMENT SHOULD BE EASILY ADJUSTABLE FROM TO ALLOW COMPLETE GATE MOVEMENT WITH MINIMUM 0.25 SECOND OPERATION. FINAL RATE OF MOVEMENT WILL BE ADJUSTED TO OPERATOR PREFERENCE. THE SLOWEST RATE OF

MOVEMENT IS PERFERED.

5. ROUTE TUBE TO AVOID FLUME SUPPORTS. PROVIDE EXPANSION/CONTRACTION FITTINGS AS NEEDED.

APPROXIMATE LOCATION FOR AIR COMPRESSOR

MECHANICAL ELECTRICAL BUILDING OUTLINE SHOWN A

MI501

B

MI501

C

MI501

BURIED SUPPLY FROM MECHANICAL ROOM SHOULD BE LOCATED

TO ENSURE NEARLY EQUAL LENGTH SUPPLY AIR TO EACH CYLINDER

FIELD ROUTE COPPER TYPE K PIPE ADJACENT TO THE RECOVERY TANK

AVOID NORMAL WORK AREAS AREAS

SEE M-607

1' -0

SUPPLY/EXHAUST MANIFOLD

FIELD ROUTE TO CYLINDERS

TYP. 4 PLACES

NEEDLE VALVE

ASSEMBLY CABINET

LOCATION

RATED FOR MARINE USE

PROVIDE EXHAUST MUFFLERS

FOOT PEDAL BASE ASSEMBLY

SEE ANESTHETIC TANK DETAIL

(MANUAL)

FLEXIBLE PNEUMATIC

HOSE FOR WORKER

COMFORT PLACEMENT

RATED FOR WET ENVIRONMENTS

SUPPLY/EXHAUST MANIFOLD

FIELD ROUTE TO CYLINDERS

TYP. 4 PLACES

NEEDLE VALVE

ASSEMBLY CABINET

LOCATION

RATED FOR MARINE USE

PROVIDE EXHAUST MUFFLERS

FOOT PEDAL PNEUMATIC VALVE RATED FOR MARINE USE

BRAIL DOWN OPERATION

TWO POSITION, 4 WAY, SPRING RETURN

(MANUAL)

SUPPLY/EXHAUST MANIFOLD

FIELD ROUTE TO CYLINDERS

TYP. 4 PLACES

CONTINUE TO

ANESTHETIC TANK

SUPPLY

CONTINUE TO SWITCH GATE CYLINDERS

FOOT PEDAL PNEUMATIC VALVE RATED FOR MARINE USE

BRAIL DOWN OPERATION

TWO POSITION, 4 WAY, SPRING RETURN

(MANUAL)

STAINLESS STEEL BASE, MOVABLE

PNEUMATIC FLEXIBLE HOSE

TO ALLOW FOR WORKER

COMFORT PLACEMENT

FIELD ROUTE TYPE K COPPER PIPE TO SORTING AREA

STUB UP AT RECOVERY TANK

FIELD ROUTE TYPE K COPPER PIPE

TO FISH LOADING AREA

STUB UP BY WATER SUPPLY PIPE

SEE SHEET MO513

6" ELECTRICALLY ACTUATED

BUTTERFLY VALVE

SWITCH GATE FLUME WATER SUPPLY

TYP. 3 PLACES

'-7

8"

(R

EF

53'-81

8" (REF)

10'-0" (REF)

NEEDLE VALVE

ASSEMBLY CABINET

LOCATION

RATED FOR MARINE USE

PROVIDE EXHAUST MUFFLERS

CO-LOCATE EACH SWITCHGATE

NEEDLE VALVE

COORDINATE LOCATION WITH

ELECTRIC SOLENOID OPERATORS

SOLENOID CABINET OR

BASE SUPPORT

SEE ELECTRICAL SHEETS

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IDENTIFICATION

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MI502

SCALE:

INSTRUMENTATION STILL WELL LOCATIONS - OVERALL PLAN

1" = 20'

020' 20'

SCALE: 1"= 20'

POST-SORT POOLS

MI502

PRE-SORT APPROACH POOL

ENTRANCE POOL AREA

MI502

STILLING BASIN WALL

SOME FEATURES NOT SHOWN

DETAIL IS REDUCED TO IMPROVE CLARITY

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SWITCHGATES RECOVERY TANK ANESTHETIC TANK

BROODSTOCK

DEWATERING

DEVICE

1"

1"

80 GALLON

RECEIVER

1/2"

1/2"

1"

FISH HOPPER

1/2"

1/2" 1/2"

7.5 HP AIR

COMPRESSOR

AIR DRIER

80 GALLON

RECEIVER

MECH./ELECT

BUILDING

GENERAL NOTES:

1. SEE SHEET M-001 FOR GENERAL MECHANICAL NOTES

2. COMPRESSED AIR PIPE IS COPPER TYPE K TUBE UNLESS OTHERWISE INDICATED.

3. PIPE ROUTING MUST INCLUDE SUPPORTS, STRUCTURE MAY BE USED TO SUPPORT

PIPE, SUBMIT FOR APPROVAL.

COMPRESSED AIR PIPE CONCRETE SLAB

RECOVERY TANK

CYLINDER SUPPORT

RETURN TO RIVER PIPE

COMPRESSED AIR SCHEMATIC

SECTION

SCALE:

MI101 NTS

SECTION

KNIFE GATE WITH TWO DOUBLE ACTING PNEUMATIC CYLINDERS

ROUTE 1/2" AIR SUPPLY TO EACH CYLINDER

1.5 SECOND ACTUATION TIME

TRUCK CONNECTION

WATER RETENTION STRUCTURE

IDEALIZED WORKING PLATFORM

HOPPER CONNECTION

CONCRETE SLAB

ANESTHETIC TANK

DOUBLE ACTING PNEUMATIC CYLINDER

TYP 4 PLACES

NEEDLE VALVE CONTROL SYSTEM AND MUFFLED EXHAUST

NOT SHOWN

CONCRETE SLAB

SLOPED TO CENTER DRAIN

'-1

PROVIDE 4 WAY, 3 POSITION,

HIGH FLOW HANDLE OPERATED

PNEUMATIC VALVE RATED FOR MARINE USE

PROVIDE BASE TO SUPPORT VALVE MOVEMENT

ROUTE EXHAUST AWAY FROM OPERATOR

TO RIVER SIDE OF STRUCTURE

PROVIDE REMOVABLE EXHAUST MUFFLERS

PREFERRED PIPE ROUTING LOCATION

EL. 658.82'

EL. 658.82'

EL. 658.82'

5'

-3

4" (R

EF

6' -1

4"

(R

EF

GROUT PAD AND LEVELING NUTS

NOT SHOWN, TYPICAL EACH FEATURE

2"

'-5

8"

(R

EF

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IDENTIFICATION

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MI102 3/8"=1'-0"

SOME COMPONENTS NOT SHOWN FOR CLARITY

12" 0 2' 4' 6'

SCALE: 3

8"= 1'-0"

SECTION

SCALE:

- 3/8"=1'-0"

TRANSDUCER

STILL WELL

(TYP 5)

SEE ELECTRICAL SHEETS

FOR CABINET LOCATIONS

POST-SORT POOLS

ENTRANCE POOL AND DIFFUSER PIT

DETAIL

SCALE:

- 3/8"=1'-0"

PARTS OMITTED…

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File details come from the government source that posted it. Updated .