AM-WRF COMPOSTING IMPROVEMENTS PROJECT

BIGGS 3PENDLETONRIVER

HEPPNER

DAYVILLE

GRANTS PASS

ASHLAND199

GOLD BEACH

KLAMATH FALLS140

MEDFORDLAKEVIEW

PRINEVILLE101

CRESWELL

NORTH BEND

BAYCOOS

101

42

COQUILLE

36

38

FLORENCE

REEDSPORT

OAKRIDGE

975

ROSEBURG

62

39531

PAISLEY

BEND

CRESCENT58

DRAIN

EUGENE126

20LAPINE

REDMOND

FORESTGROVE

HEBO

CORVALLISNEWPORT

34WALDPORT

TILLAMOOK

CITYLINCOLN SALEM

MADRAS

SISTERS

20

ALBANYMITCHELL

26

2619

84PORTLAND

McMINNVILLECONDON

THE DALLES

MAUPIN

97

95

26

78JORDANVALLEY

VALE

20

BURNS

395ONTARIO

NYSSA

395

307

BAKER CITY

UNITYJOHN DAY

GRANDE

8284

LA

30ENTERPRISE

26

ASTORIA

SEASIDE

HOOD

30RAINIER

ARLINGTON

SWEET HOME

COTTAGE GROVE

SPRINGFIELD O R E G O N

W A S H I N G T O N

C A L I F O R N I A

I D A H OCOBURG

ALBANY

CW

GS

LW

TITLE SHEET, REGION ANDVICINITY MAPS

G-001

1976019.00-G-001.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Gen

eral

\197

6019

.00-

G-0

01

CITY OF ALBANYALBANY, OREGON

AM-WRF COMPOSTING IMPROVEMENTS PROJECT

CONTRACT DRAWINGS

NO SCALE NO SCALEREGION MAP VICINITY MAP

PROJECTVICINITY

PROJECTLOCATION:ALBANY-MILLERSBURGWATERRECLAMATIONFACILITY

PROJECT NUMBER SS-20-01

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C

IF THIS BAR IS NOTDIMENSION SHOWN,

ADJUST SCALESACCORDINGLY.

THIS DOCUMENT, INCLUDING THE INCORPORATEDDESIGNS, IS AN INSTRUMENT OF SERVICE FOR THISPROJECT AND SHALL NOT BE USED FOR ANY OTHERPROJECT WITHOUT THE WRITTEN AUTHORIZATION

OF KENNEDY/JENKS CONSULTANTS ©.JANUARY 2021

1976019.00

ALBANY, OREGON


GENERALG-001 TITLE SHEET, REGION AND VICINITY MAPSG-002 SHEET INDEX, EQUIPMENT PREFIXES AND ABBREVIATIONSG-003 PIPING SCHEDULE AND GENERAL SYMBOLSG-004 COMPOSTING PROCESS SCHEMATIC AND DESIGN CRITERIA

CIVILC-001 CIVIL DETAILS 1C-002 CIVIL DETAILS 2C-101 OVERALL SITE PLANC-111 GRADING AND DRAINAGE PLANC-112 HORIZONTAL CONTROL AND PAVING PLANC-121 YARD PIPING PLAN

ARCHITECTURALA-001 CODE SUMMARYA-301 COMPOSTING BUILDING FLOOR PLANA-302 COMPOSTING BUILDING ELEVATIONSA-303 COMPOSTING BUILDING SECTIONS AND DETAILSA-311 AMENDMENT STORAGE BUILDING FLOOR PLANA-312 AMENDMENT STORAGE BUILDING ELEVATIONSA-313 AMENDMENT STORAGE BUILDING SECTIONS AND DETAILS

STRUCTURALS-001 STRUCTURAL GENERAL NOTES AND ABBREVIATIONSS-002 STRUCTURAL SPECIAL INSPECTION SCHEDULES-003 STRUCTURAL STANDARD DETAILSS-301 COMPOSTING BUILDING FLOOR PLANS-302 COMPOSTING BUILDING SECTIONSS-303 COMPOSTING BUILDING DETAILSS-311 AMENDMENT STORAGE BUILDING FLOOR PLANS-312 AMENDMENT STORAGE BUILDING SECTIONSS-313 AMENDMENT STORAGE BUILDING DETAILS

MECHANICALM-001 PIPING SYMBOLS AND NOTESM-002 STANDARD DETAILSM-301 COMPOSTING BUILDING PLANM-302 COMPOSTING BUILDING SECTIONS 1M-303 COMPOSTING BUILDING SECTIONS 2

INSTRUMENTATIONI-001 P & ID LEGENDI-004 NETWORK BLOCK DIAGRAMI-015 P & ID COMPOSTING 1I-016 P & ID COMPOSTING 2

ELECTRICALE-001 LEGEND AND ABBREVIATIONSE-002 ELECTRICAL DETAILSE-007 MCC 10A / MCC 10B SINGLE LINE DIAGRAME-008 PANELBOARD AND LUMINAIRE SCHEDULESE-010 CONDUIT ROUTING SCHEMATIC 1E-011 CONDUIT ROUTING SCHEMATIC 2E-012 CONDUIT SCHEDULEE-021 WIRING DIAGRAMS COMPOSTING SUPPLY FAN AND COMPOSTING

EXHAUST FAN AND PHOTOCELL CONTROL DIAGRAME-101 ELECTRICAL SITE PLANE-301 COMPOSTING BUILDING POWER, CONTROL AND SIGNAL PLANE-302 COMPOSTING BUILDING LIGHTING AND GROUNDING PLANE-311 AMENDMENT STORAGE BUILDING POWER, SIGNAL, LIGHTING AND

GROUNDING PLAN

CW

GS

LW

SHEET INDEX, EQUIPMENT PREFIXESAND ABBREVIATIONS

G-002

1976019.00-G-002.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Gen

eral

\197

6019

.00-

G-0

02

SHEET INDEX: EQUIPMENT PREFIXES: ABBREVIATIONS:& ANDL ANGLE@ AT" INCH SUPERSCRIPT' FOOT SUPERSCRIPTØ PHASE, DIAMETERA AIR OR PNEUMATICAB ANCHOR BOLT, AGGREGATE BASEAC ASBESTOS CEMENT A/C ASPHALT CONCRETEACP ASBESTOS CEMENT PIPEAFF ABOVE FINISHED FLOORAGG AGGREGATEALUM ALUMINUMAPPROX APPROXIMATE (-LY)APN ASSESORS PARCEL NUMBERARCH ARCHITECT (-URAL)ARV AIR RELEASE VALVEAU ABOVEGROUND UTILITYAVE AVENUE AVG AVERAGEAVV AIR VACUUM VALVE

BF BLIND FLANGEBFP BACKFLOW PREVENTERBFV BUTTERFLY VALVEBM BENCH MARKBFPV BACKFLOW PREVENTER VALVEBLDG BUILDINGBO BLOW OFF

CAV COMBINATION AIR VALVECB CATCH BASINCI CAST IRONCIP CAST IRON PIPECMP CORRUGATED METAL PIPEC CENTERLINECY CUBIC YARDCL CLASS, CENTERLINECLR CLEAR (-ANCE)COL COLUMNCONC CONCRETECONN CONNECT (-S, -TION)CONST CONSTRUCT (-TION)CONT CONTINU (-ED, -OUS)

L

(D) DEMOLISHDEF DEFLECTDI DUCTILE IRONDIA DIAMETERDIP DUCTILE IRON PIPEDIM DIMENSIONDR DIMENSION RATIODWG DRAWING

(E), EXIST EXISTINGE EASTEA EACHECC ECCENTRICEDAC EDGE OF ASPHALTEL ELEVATIONELEC ELECTRIC (-AL)ELL ELBOWENCL ENCLOSUREENGR ENGINEEREP, EOP EDGE OF PAVEMENTEQUIP EQUIPMENTETC ET CETERAEXP JT EXPANSION JOINTEXT EXTERIOR

(F) FUTUREFT FEET (FOOT)FC FLEXIBLE COUPLINGFCA FLANGED COUPLING ADAPTERFF FINISHED FLOORFG FINISH GRADEFH FIRE HYDRANTFL FLANGEDFLEX FLEXIBLE FM FLOW METER, FINISHED GRADEFRP FIBERGLASS REINFORCED PLASTIC

GB GRADE BREAKGPD GALLONS PER DAYGPM GALLONS PER MINUTEGS GALVANIZED STEELGV GATE VALVEGALV GALVANIZEGEN GENERATORGND GROUNDGP GUARD POST

HB HOSE BIBBHDPE HIGH DENSITY POLYETHYLENEHVAC HEATING, VENTILATING & AIR CONDITIONINGHT HEIGHTHORIZ HORIZONTALHP HORSEPOWERHWY HIGHWAY

ICV IRRIGATION CONTROL VALVEID INSIDE DIAMETERIE INVERT ELEVATIONINV INVERTIRR IRRIGATION

JB JUNCTION BOX

LCP LOCAL CONTROL PANEL

LF LINEAR FEETLT LEFTLTG LIGHTING

MFR MANUFACTURERMGD MILLION GALLONS PER DAY(M) MODIFIEDMH MANHOLEMJ MECHANICAL JOINTMATL, MTL MATERIALMAX MAXIMUMMECH MECHANICALMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMPT MALE PIPE THREADMW MONITORING WELL

(N) NEWN NORTHNC NORMALLY CLOSEDNFC NOT FOR CONSTRUCTIONNIC NOT IN CONTRACTNO NORMALLY OPEN, NUMBERNPSH NET POSITIVE SUCTION HEADNTS NOT TO SCALEN/A NOT APPLICABLENOM NOMINAL

OC ON CENTEROD OUTSIDE DIAMETEROF OVERFLOWOH OVERHEAD

P PIPEPC POINT OF CURVATUREPE PERMANENT EASEMENTPG PRESSURE GAUGE ASSEMBLYPL PROPERTY LINEPP POWER POLEPROP PROPOSEDPSI POUNDS PER SQUARE INCHPSIG POUNDS PER SQUARE INCH-GAUGEPT POINT OF TANGENCYPUE PUBLIC UTILITY EASEMENTPVC POLYVINYL CHLORIDE

R RADIUS(R) RELOCATERCP REINFORCED CONCRETE PIPERD ROADRR RAILROADRT RIGHTRS RAW SEWAGER/W RIGHT-OF-WAYRW RECYCLED WATERRWL RAINWATER LEADERRWP RECYCLED WATER PIPERED REDUCEREF REFERENCEREINF REINFORCING (-MENT)REQ'D REQUIRED

S SOUTHSA SAMPLESCHED SCHEDULESCO SANITARY SEWER CLEAN OUTSD STORM DRAINSECT SECTIONSHT, SH SHEETSIM SIMILARSL SIGNAL LIGHTSPEC SPECIFICATIONSQ SQUAREIN2 SQUARE INCHESSS SANITARY SEWER, STAINLESS STEELSSMH SANITARY SEWER MANHOLEST STREETSTA STATIONSTND STANDARDSURF SURFACESWBD SWITCH BOARDSWPPP STORM WATER POLLUTION

PREVENTION PLAN

QSD QUALIFIED SWPPP DEVELOPER

t THICKNESST TYPETB THRUST BLOCKTBM TEMPORARY BENCH MARKTCE TEMPORARY CONSTRUCTION EASEMENTTEL TELEPHONETHK THICKTOP TOP OF PAVEMENTTOS TOP OF SLABTPM TENTATIVE PARCEL MAPTYP TYPICAL

UG UNDERGROUNDUPRR UNION PACIFIC RAILROAD

V VENTVAR VARIESVCP VITRIFIED CLAY PIPEVERT VERTICAL VTR VENT THROUGH ROOF

W WEST; WIDE; WIDTHWAB WORK AREA BOUNDARYWP WEATHER PROTECTEDWS WELDED STEELWWF WELDED WIRE FABRICWWM WELDED WIRE MESHWWTP WASTEWATER TREATMENT PLANTW/ WITHW/IN WITHINW/O WITHOUTWSP WELDED STEEL PIPE

XING CROSSING

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


AIR CONDITIONING UNIT (SELF-CONTAINED)

AIR DRYER

AIR HANDLING UNIT(SELF-CONTAINED)

ADJUSTABLE SPEED CONTROLLER (ELECTRONIC)ADJUSTABLE SPEED DRIVE (MECHANICAL)

AUTOMATIC TRANSFER SWITCH

ANGLE VALVE

BLOWER

BURNER (WASTE GAS, AFTERBURNER. INCINERATOR, ETC.)

BACKFLOW PREVENTER

BUTTERFLY VALVE

BALL VALVE

CHEMICAL FEEDER (LIME SLAKER, POLYMER,CHLORINATOR, SULFONATOR, ETC.)

COLLECTOR

COMMINUTORCONVEYOR (BELT, BUCKET ELEVATOR, SCREW, ETC.)

COMPRESSOR (AIR, GAS, ETC.)CP

CON

COM

COL

CFR

BV

BUV

BP

BNR

BLO

AV

ATS

ASD

ASC

AHU

AD

ACU M

MCC

MH

MME

MOP

MTS

MUX

MV

MIX

P

PBX

PBD

PCHV

PCV

PDCV

PEJ

PLC

MOTOR (ELECTRIC, PNEUMATIC, ETC)

MOTOR CONTROL CENTERMANHOLE (ELECTRICAL)

MISCELLANEOUS EQUIPMENT

MOTOR OPERATOR

MANUAL TRANSFER SWITCH

MULTIPLEXER

MUD VALVE

MIXER

PUMPPULL BOX (ELECTRICAL)

PANELBOARD

PINCH VALVEPRESSURE CONTROL VALVE (SELF- ACTING)

PRESSURE DIFFERENTIAL CONTROL VALVE

PNEUMATIC EJECTOR

PROGRAMMABLE LOGIC CONTROLLER

CPT

CPU

CRN

CV

CYL

DA

DFC

DIS

DPR

FAN

FCU

FCV

FDR

FLC

FLT

FP

FPU

COMPACTOR (SCREENINGS, ETC.)

COMPUTERCRANE (BRIDGE, JIB, ETC., PLUS HOIST-ENTIREPACKAGE)

CHECK VALVECYLINDER (HYDRAULIC, PNEUMATIC, CHLORINESUPPLY, ETC.)

DEAERATOR

DIGESTER FLOATING COVERDISTRIBUTOR (ARM TYPE, EDUCTOR, EJECTOR,DIFFUSER, ETC.)

DAMPER

FAN

FAN COIL UNIT

FLOW CONTROL VALVE

CHEMICAL FEEDER

FLOCCULATORFILTER (PIPELINE, ETC., OTHER THAN "AF")

FILTER PRESSFLUID POWER UNIT (HYDRAULIC, ETC.)

PNL

POP

PRV

PSV

PV

PVL

SBD

SC

SCL

SCN

SEP

SWG

SLR

SMP

SRT

T

TBX

TCV

PANEL (CONTROL, PURGE, CABINET, CONSOLE, ETC.)

PNEUMATIC OPERATORPRESSURE CONTROLLED VALVE (NON SELF-ACTING)

PRESSURE SAFETY VALVE (VACUUM ORPRESSURE RELIEF)

PLUG VALVEPRESSURE VESSEL (AIR RECEIVER, ETC)

SWITCHBOARD (ELECTRICAL)

SPEED CONTROLLER

SCALESCREEN (BAR, ROTARY, ETC)

SEPARATOR (SEDIMENTATION TRAP, DRIP TRAP,CYCLONE, STRAINER, ETC)

SWITCHGEAR

SILENCER

SAMPLER

SEPTAGE RECEIVING TANK

TANK (NON-PRESSURIZED TYPE: DIGESTER,STORAGE, ETC.)

TERMINAL BOX, BOARD, OR CABINET (ELECTRICAL,INSTRUMENTATION, TELEPHONE)TEMPERATURE CONTROL VALVE (SELF-ACTING)

FV

GBV

GBT

GEN

GT

GV

HEX

HH

HOP

HTR

HTT

INJ

KV

LCV

LV

LVR

FLOW CONTROLLED VALVE (NON SELF-ACTING)

GLOBE VALVE

GRAVITY BELT THICKENER

GENERATORGATE (SLUICE, SLIDE, FLAP, ETC.)

GATE VALVE

HEAT EXCHANGERHANDHOLE (ELECTRICAL)

HYDRAULIC OPERATORHEATER (BASEBOARD, DUCT, ETC.)

HEAT TRACE TAPE

INJECTOR (INDUCTOR)

TIME (K) CONTROLLED VALVE

LEVEL CONTROL VALVELEVEL CONTROLLED VALVE (NON SELF-ACTING)

LOUVER

TEL

TFR

TSV

TV

UH

US

UVM

VIB

WHR

WSU

YV

TELEPHONE EQUIPMENT

TRANSFORMER

TELESCOPING VALVETEMPERATURE CONTROLLED VALVE (NON SELF-ACTING)

UNIT HEATER

UTILITY STATION

ULTRAVIOLET DISINFECTION MODULE

VIBRATOR

WASHER (GRIT, ETC.)

WATER SOFTENER UNIT

EVENT (Y) CONTROLLED VALVE (NON SELF-ACTING)

DU DRIVE UNIT

AGITATORAGT

AIR FILTER (VENTILATION AND AIR CONDITIONING ONLY)

BOILERBLR

CTF CENTRIFUGE

E ENGINE

EB ENGINE-BLOWER MODULE

EG ENGINE-GENERATOR MODULE

GRD GRINDER

HST HOIST

AF

ORT ODOR REDUCTION TOWER

STP SOUND TRAP

SV SOLENOID VALVE

KEY NOTE

ELEVATION MARK

ELEVATION MARK

(REFERENCE)

(DESIGN)

GENERAL SYMBOLS

CHECKERED PLATE IN PLAN

GRAVELED AREA IN PLAN

STRUCTURE OR PIPE (NEW)

STRUCTURAL FILL

GRADE (UNDISTURBED EARTH)

SAND

OR SECTION

STEEL IN SECTION

GRATING IN PLAN

WOOD IN SECTION

STRUCTURE OR PIPE (EXISTING)

DEMOLITION

INFORMATION SHOWN MAY NOT BE ALL INCLUSIVE. THIS IS A GENERALIZED LEGEND SHEET. THIS CONTRACT MAY NOT USE ALL INFORMATION SHOWN.

NOTES:

1.2.

PROPOSED OUTLINE (HEAVY)

EXISTING (LIGHT)

FUTURE (MEDIUM)

PROPOSED HIDDEN OR UG (HEAVY)

EXISTING HIDDEN OR UG (LIGHT)

CUTTING PLANE (SECTION)

BREAK LINE (LONG)

RIP RAP (RIVER ROCK)

BRICK OR CONCRETEBLOCK IN SECTION

BREAK LINE (SHORT)

CONCRETE IN PLAN ORSECTION

DETAIL REFERENCE

DETAIL (NUMERAL)1

G-006

SHEET WHERE DETAILIS REFERENCED

DETAIL DRAWN ON SHEET G-004:

DETAIL (NUMERAL)1

G-004

SHEET WHERE DETAILIS DRAWN

DETAIL REFERENCED ON SHEET G-006:

SECTION REFERENCESECTION DRAWN ON SHEET G-004:

SHEET WHERE SECTIONIS REFERENCED

AG-004

SECTION REFERENCED ON SHEET G006:

SHEET WHERE SECTIONIS DRAWN

AG-006

SECTION (LETTER)

SECTION (LETTER)

DISCIPLINE DETAIL NUMBER

STANDARD DETAIL CALLOUT:

S-XXXX

GRADE

ABBREV SYSTEM SIZE SERVICE FLOW PIPE TYPE MATERIAL LINING VALVESYSTEM TEST PRESSURE INSULATION

D DRAIN ALL B/C G U-1 HDPE - B 20 NO

SD STORM DRAIN ALL B G V-5 PVC - - PER NOTEBELOW NO

SS SANITARY SEWER ALL B G V-5 PVC - - PER NOTEBELOW NO

2W NON-POTABLE WATER <4" B P V-1 PVC - A 125 NO

2W NON-POTABLE WATER <4" E P V-1 PVC - A 125 YES

2W NON-POTABLE WATER ≥4" B P N-1 DI CM A 125 NO

2W NON-POTABLE WATER ≥4" E P N-2 DI CM A 125 YES

SIZE NOMINAL DIAMETER IN INCHES

SERVICEB = BURIEDC = CONCRETE ENCASEDE = EXPOSED

MATERIALFOR REFERENCE ONLY, SEE SPECIFICATION 15050FOR DETAILED PIPE MATERIALS.CU = COPPERHDPE = HIGH DENSITY POLYETHYLENEDI = DUCTILE IRONPVC = POLYVINYL CHLORIDE

VALVE SYSTEMSEE SPECIFICATION 15050 UNLESSNOTED.

TEST PRESSUREPRESSURE IN PSI

NOTE:

TESTING OF SS AND SD SYSTEM SHALLCONFORM TO THE REQUIREMENTS OFSECTION 401.02.13 "TESTING SANITARYSEWERS AND STORM DRAINS"OF THE CITY OF ALBANY STANDARDCONSTRUCTION SPECIFICATIONS.

PIPING SCHEDULE LEGEND:

PIPING SCHEDULE:

FLOWG = GRAVITYP = PRESSURE

PIPE TYPESEE SPECIFICATION 15050

EQUIPMENT DESIGNATIONS

SITE CODE

EQUIPMENT PREFIX EQUIPMENT NUMBER

NEW EQUIPMENT

EXISTING EQUIPMENT FUTURE EQUIPMENTXXX-XXXXXXX XXX-XXXXXXX

WW1-016FV6001

UNIT PROCESS NUMBER

ABBREV SYSTEM

AA AERATION AIR

D DRAIN

DWS DEWATERED SLUDGE

FA FOUL AIR

FW FIRE WATER

HPW HIGH PRESSURE WATER

NG NATURAL GAS

OVF OVERFLOW

PA PLANT AIR

PD PUMP DRAIN

POL POLYMER

POLS POLYMER SOLUTION

SLF SLUDGE FEED

SD STORM DRAIN

SS SANITARY SEWER

SW SEAL WATER

V VENT

1W POTABLE WATER

2W NON-POTABLE WATER

3W PLANT SERVICE WATER

FLOW SYSTEM IDENTIFICATION:

ASPHALT CONCRETE PAVEMENT(NEW) (IN PLAN OR SECTION)

ASPHALT CONCRETE PAVEMENT(EXISTING) (IN PLAN OR SECTION)

1

CONTROL POINT

CW

GS

LW

PIPING SCHEDULEAND GENERAL SYMBOLS

G-003

1976019.00-G-003.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Gen

eral

\197

6019

.00-

G-0

03

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


(E) CAKE STORAGEBUILDING

RAW COMPOSTMIXTURE

COMPOSTMIXING

DEWATEREDCAKE

AMENDMENTSTORAGE BUILDING

OVERS

PRIMARY ZONES(22 DAYS)

COMPOSTING

SECONDARY ZONES(22 DAYS) FINISHED COMPOST STORAGE COMPOST

SCREENING(NIC)

CLASS A COMPOSTDISTRIBUTION

(NIC)

BIOFILTEREXHAUSTFAN

SUPPLYFAN

FOUL AIR

POSITIVE AIRSUPPLY

PROCESS SCHEMATIC

COMPOSTAMENDMENT

(NIC)

(NIC)

(NIC)

NEGATIVE AIR

NOTES:1. THE PHASE 1 PROJECT INCLUDES CONSTRUCTION OF 4 COMPOSTING ZONES 2 OF

WHICH WILL BE USED FOR PRIMARY COMPOSTING AND 2 FOR SECONDARYCOMPOSTING.

THE PHASE 2 PROJECT WILL ADD 12 COMPOSTING ZONES. THIS WILL INCLUDE 4PRIMARY COMPOSTING ZONES AND 8 SECONDARY COMPOSTING ZONES. THE 4 ZONESCONSTRUCTED AS PART OF THE PHASE 1 PROJECT WILL BE USED FOR PRIMARYCOMPOSTING RESULTING IN A TOTAL OF 8 PRIMARY COMPOSTING AND 8 SECONDARYCOMPOSTING ZONES.

2. THE AMENDMENT STORAGE BUILDING CONSTRUCTED IN PHASE 1 WILL PROVIDE ACOMMON STORAGE AREA FOR BOTH COMPOSTING AMENDMENT AND FINISHEDCOMPOST. PHASE 1 STORAGE VALUES SHOWN FOR AMENDMENT AND FINISHEDCOMPOST ASSUME FLOOR SPACE WITHIN THE BUILDING IS DIVIDED BETWEEN THE TWOUSES.

THE PHASE 2 PROJECT WILL ADD DEDICATED FINISHED COMPOSTING STORAGE ANDTHE AMENDMENT STORAGE BUILDING WILL BE USED FOR AMENDMENT STORAGE ONLY.

STORAGE VALUES SHOWN ASSUME A MATERIAL HEIGHT OF 12 FEET AND THAT25 PERCENT OF THE TOTAL SPACE IS OPEN FOR THE MOVEMENT OF MATERIALSHANDLING EQUIPMENT.

3. DAYS OF STORAGE ASSUME COMPOSTING AT FULL DESIGN CAPACITY (PHASE 1 ORPHASE 2) OF THE COMPOSTING SYSTEM.

DESIGN CRITERIA:

RETURN FOR COVER

CW

GS

LW

COMPOSTING PROCESS SCHEMATICAND DESIGN CRITERIA

G-004

1976019.00-G-004.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Gen

eral

\197

6019

.00-

G-0

04

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


NOT TO SCALE

"A" "A" "A"30

"

.

<3"

AC PAVING, OR GROUNDCOVER, OR CONCRETE SLABWHERE APPLICABLESLOPE TRENCH

AS REQUIRED

SHORING WHEREREQUIRED

PIPE BARREL O.D.

12"

TRENCH WIDTH SCHEDULEPIPE I.D. "A" BEDDING

5"10"

NOTES:

1. WHERE SHORING IS REQUIRED, "A" ISTO THE BACK OF SHORING.

2. PIPE ENCASED IN CONCRETE BELOWSTRUCTURES SHALL BECONSTRUCTED WITH SELECT FILL OFTHE SAME CONSTRUCTION AS THEADJOINING STRUCTURE.

PIPE ZONE MATERIAL(PER SPEC SECTION 02300)95% RELATIVE COMPACTION

SELECT FILL (PER SECTION 02300)95% RELATIVE COMPACTION. INPAVED AREAS USE AGGREGATEBASE (PER SECTION 02300)95% RELATIVE COMPACTION

>12", <24" 12">3", <12"

WARNING TAPE

6" MIN(VARIES WITHPIPE DEPTH)

VAR

1TYPICAL PIPE TRENCH DETAIL

SECTION

TOP VIEW

6" MIN.

NOTES:

6"

NOT TO SCALE VAR

3TYPICAL CATCH BASIN DETAIL

CATCH BASINS SHALL NOTBE CONSTRUCTEDWITHOUT APPROVAL OFTHE CITY ENGINEER.

MATCH PAVEMENT GRADE

ODOT CG-2 FRAME AND GRATE,SEE ODOT STANDARDDRAWING RD365

FRAME SHALL BECAST IN CONCRETE

30" M

AX./2

4" M

IN.

OR

AS

SPEC

IFIE

DBY

TH

E EN

GIN

EER

GROUT(WATERTIGHT)

8" MIN.PRECASTCONCRETE GRADERINGS AS REQUIRED

REINFORCED PRECASTCONCRETE BASE

COMPACTED 1"- 0"CRUSHED AGGREGATE

BASE SHALL BE INTEGRALWITH SIDEWALL. SUMPSSHALL BE WATERTIGHT

12" MIN.18" MAX.

6"

PIPE AS SPECIFIED10" MIN. DIA.

1. CATCH BASIN BASES SHALL BE PRECAST OR CAST-IN-PLACE CONFORMING TO THE REQUIREMENTS OFSECTION 402.01.05 "STORM DRAIN INLETS AND CATCH BASINS" AND SECTION 402.02.03 "CONSTRUCTION OFINLETS AND CATCH BASINS" OF THE CITY OF ALBANY STANDARD CONSTRUCTION SPECIFICATIONS.

2. CATCH BASIN IS SIMILAR TO ODOT CG-2 INLET. SEE ODOT STANDARD DRAWING RD366 FOR ADDITIONALDETAILS.

3. WHERE CAST-IN-PLACE BASES ARE USED, CONCRETE SHALL EXTEND FROM THE FORM TO THE EXTENTS OFTHE EXCAVATION, SUCH THAT NO BACKFILL OF ANY OTHER MATERIAL MAY BE USED. WALL THICKNESSESFOR BASES SHALL BE 6" MINIMUM. THE SIDES AND BOTTOM OF THE STRUCTURE SHALL BE FORMED IN ASINGLE, CONTINUOUS OPERATION.

4. WHERE PRECAST BASES ARE USED, EXCAVATION SHALL EXTEND A MINIMUM OF ONE FOOT BEYOND THEEXTERIOR DIMENSIONS OF THE BASE TO ALLOW COMPACTION OF BACKFILL MATERIALS. ALL BACKFILL SHALLBE 1"-0" CRUSHED AGGREGATE COMPACTED TO 93% BY MODIFIED PROCTOR TEST METHOD ASTM D1557.

5. MINIMUM PIPE DIAMETER SHALL BE 10".6. PIPE ENDS SHALL BE FLUSH WITH THE INNER WALL.7. PIPE OPENINGS IN PRECAST BASE SECTIONS SHALL BE CORE DRILLED. IN CAST-IN-PLACE STRUCTURES,

INCLUDING SLIP-FORMED, THE PIPE SHALL BE SET AT FINAL LINE AND GRADE PRIOR TO PLACING CONCRETE.8. CATCH BASINS SHALL NOT BE CONSTRUCTED OVER STORM DRAIN MAIN LINES OR LOCATED WITHIN

DRIVEWAY AND PEDESTRIAN ACCESS RAMPS.

GROUT(WATERTIGHT)

REQUIRED WHENBOTH PIPELINESARE NEW OR WHENONE PIPELINE ISEXISTING

SEE TABLE FORREQUIRED DIMENSION

PIPELINESIZE

TYPICALDIMENSION

SMALLERTHAN2-1/2"

3"

2-1/2"TO 12" 6"

LARGERTHAN 12" 12"

NOT TO SCALE VAR

2CONCRETE SUPPORT FOR PIPE CROSSING DETAIL

A-

MINIMUM ALLOWABLECLEARANCE IS 3". SUPPORT ISREQUIRED WHEN CLEARANCEIS BETWEEN 3" AND 12".

SEE TABLE FORREQUIRED DIMENSION

NOT TO SCALE -

APIPE CROSSING SECTION

NOT TO SCALE VAR

4MANHOLE DROP INLET CONNECTION DETAIL

SEE

NO

TE 2

CORE DRILLED OPENING ANDRESILIENT BOOT CONNECTOR

TEE OR WYE

12" MIN. SPACEBETWEEN DROPASSEMBLY ANDLIMITS OFEXCAVATION

CONSTRUCT DROPASSEMBLY AS CLOSETO MANHOLE ASFITTINGS AND BOOTCONNECTOR WILLALLOW

90 DEG. BEND

PLACE CONCRETESUPPORT AGAINSTUNDISTURBEDSUBGRADE ORCOMPACTED BASE ROCK

CORE DRILLEDOPENING ANDRESILIENT BOOTCONNECTOR

PIPE END FLUSHWITH INNER WALLOF MANHOLE

NOTES:

1. MANHOLES SHALL CONFORM TO THE THE REQUIREMENTS OF SECTION 402.01.04"MANHOLES" AND SECTION 402.02.02 "CONSTRUCTION OF MANHOLES" OF THE CITY OFALBANY STANDARD CONSTRUCTION SPECIFICATIONS.

2. DROP MANHOLES SHALL BE CONSTRUCTED WHERE THE DISTANCE BETWEEN PIPEINVERTS WILL EXCEED 24" IN SANITARY SEWER MANHOLES.

3. DROP ASSEMBLIES SHALL BE CONSTRUCTED OF MATERIALS APPROVED FOR USE INSANITARY SEWER SYSTEMS.

4. DROP ASSEMBLIES SHALL BE CONSTRUCTED ON THE OUTSIDE OF THE MANHOLE ASSHOWN. INSIDE DROP ASSEMBLIES ARE NOT PERMITTED WITHOUT THE APPROVALOF THE CITY ENGINEER.

5. NO INTERIOR GROUTING IS ALLOWED.

EXISTING MANHOLE

12"

24"

D 24"

D 48"

48"

3'3'

MIN

.

NOT TO SCALE VAR

5MANHOLE DETAIL

PLAN

MIN.

MIN. R 24" LATERAL CONNECTIONWHERE SHOWN ONDRAWING

DOWNSTREAM(OUT)

15" MAX.SEE NOTE 4

SEAL JOINTS WITHPREFORMEDPLASTIC GASKETMATERIAL OR USECONFINED O-RINGTYPE JOINTS WITHRUBBER GASKETS

BACKFILLAS SPECIFIED

PRECAST BASESECTION

CORE DRILLEDOPENING WITHFLEXIBLE,MANHOLE-TO-PIPECONNECTOR

CONSTRUCT CHANNELAND SHELF IN ONEOPERATION. SHELFSLOPE = 1:12CHANNEL HEIGHT/DEPTH SHALL MATCHSPRINGLINE OF PIPE

6" OF 1"-0"CRUSHED AGGREGATE

INSTALL PIPEENDS FLUSHWITH INNER WALL

2" MIN. SPACEBETWEEN CUTOUTAND BASE SLAB

BASE SECTION6" MIN. THICKNESS

BARREL RISERSECTIONS

NOTES:

1. MANHOLES SHALL CONFORM TOTHE THE REQUIREMENTS OFSECTION 402.01.04 "MANHOLES"AND SECTION 402.02.02"CONSTRUCTION OF MANHOLES"OF THE CITY OF ALBANYSTANDARD CONSTRUCTIONSPECIFICATIONS.

2. MANHOLE BASES, BARRELSECTIONS, CONCENTRICCONES, AND GRADE RINGSSHALL BE CONSTRUCTED OFPRECAST REINFORCEDCONCRETE, CONFORMING TOASTM C478.

3. 48" MANHOLE DETAILS AREFOR PIPES 24" OR SMALLER.CONFIGURATION DETAILS FORMANHOLES WITH LARGERPIPES WILL BE DETERMINED BYTHE CITY ENGINEER.

4. MAXIMUM DISTANCE BETWEENTHE TOP OF THE CONESECTION AND FINAL SURFACEGRADE SHALL NOT EXCEED 15".

5. PROVIDE FOR A PIPE JOINTWITHIN 24" OF THE MANHOLEWHEN INSTALLING RIGID PIPE.

6. NO INTERIOR GROUTING ISALLOWED.

6C-001

MANHOLE FRAME ANDCOVER PER DETAIL

23"25"27"

24-1/2"

30-3/4"

1/2"

SECTION

2 7/8"

22 1/2" DIA

24 3/4" DIA 7/8"

6" SQ.

7 1/2" SQ

1/4"

(2) 3/4" HOLES

NOT TO SCALE C-001

6MANHOLE FRAME AND COVER DETAIL

1" RAISED LETTERING(RECESSED FLUSH)

SANITARY SEWER

FRAME AND COVERASSEMBLY SHALL BEMACHINED AS NECESSARYTO PREVENT MOVEMENT OFTHE COVER WITHIN THEFRAME UNDER TRAFFICLOADS.

3" SUBURBANTYPE

####

#

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON

AM-WRF COMPOSTING IMPROVEMENTS PROJECTWMH

CBD

LOW

CIVIL DETAILS 1

C-001

1976019.00-C-001.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Civ

il\19

7601

9.00

-C-0

01

NOT TO SCALE C-112

8BOLLARD DETAIL

NOTES:

4'-0

"3'

-0"

6"

18"Ø

9"

CONCRETE FINISH TOROUNDED SURFACE

8" SCHEDULE 40 STEEL PIPE,FILL WITH CONCRETE

1" GROUT SLOPEAWAY FROM PIPE

95% RELATIVE COMPACTIONSELECT FILL ALL AROUND

CONCRETE ENCASEMENT

1. STEEL PIPE SHALL BE SEAMLESS, CONFORMING TO TO ASTM A53, GRADE A.

2. HOT DIP GALVANIZED PIPE IN ACCORDANCE WITH ASTM A525, G-90 COMMERCIAL.

3. PROVIDE A PROTECTIVE COATING PER SECTION 09960.COLOR SHALL BE SAFETY YELLOW.

ASPHALT CONCRETE5" COMPACTEDTHICKNESS

SUBGRADE

NOT TO SCALE

12" 12"DEMOLISHED AC AREA

NOTES:

1. ASPHALT CONCRETE PAVEMENT SHALL CONFORM TO THE REQUIREMENTS OF SECTION304 "ASPHALT CONCRETE PAVEMENT" OF THE CITY OF ALBANY STANDARDCONSTRUCTION SPECIFICATIONS.

2. ASPHALT SHALL BE REPLACED 12" PAST THE DEMOLITION EDGES. THE 12" SECTIONS OFASPHALT ON EACH SIDE OF THE DEMOLISHED AREA SHALL BE SAWCUT AND REMOVEDIMMEDIATELY PRIOR TO PLACING NEW ASPHALT.

(E) A/C

SAWCUT EDGE ANDAPPLY TACK COAT

SAWCUT EDGE ANDAPPLY TACK COAT

(E) A/C

2" WIDESEAL COAT

2" WIDESEAL COAT

VAR

10TYPICAL ASPHALT CONCRETE PAVING CUTBACK DETAILNOT TO SCALE

ASPHALT CONCRETE,5" COMPACTED THICKNESS

AGGREGATE BASEPER SECTION 0230012" COMPACTED THICKNESSAT 95% RELATIVE COMPACTION

SCARIFY AND COMPACT SUBGRADETO 95% RELATIVE COMPACTION

VAR

9TYPICAL ASPHALT CONCRETE PAVING DETAIL

PROVIDE SEPARATIONGEOTEXTILE PER SECTION 02300BETWEEN SUBGRADE ANDAGGREGATE BASE

NOTE:

1. ASPHALT CONCRETE PAVEMENT SHALL CONFORM TO THE REQUIREMENTS OF SECTION304 "ASPHALT CONCRETE PAVEMENT" OF THE CITY OF ALBANY STANDARDCONSTRUCTION SPECIFICATIONS..CURVED SECTIONSTRAIGHT SECTION

SHARPENED END (TYP.)

2" x 4"

FINISH GRADE

1/2"

1/2"

NOT TO SCALE

TWO 1" x 4"NAIL LAMINATED

2" x 4" x 24" PRESSURE TREATEDSPACED @ 8'-0" MAX. FASTENEDWITH 16D GALV. NAILS

VAR

7TYPICAL HEADER BOARD DETAIL

AC PAVEMENT ORGRAVEL FINISH GRADE

AC PAVEMENT ORGRAVEL FINISH GRADE

1

####

#

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


CBD

LOWADDENDUM 1 03/16/21 WMH

CIVIL DETAILS 2

C-002

1976019.00-C-002.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Civ

il\19

7601

9.00

-C-0

02

1

(E) SECONDARYCLARIFIER NO. 1

(E) SECONDARYCLARIFIER NO. 2 (E) AEROBIC

DIGESTERS


(E) INTERCHANGEREACTOR BLOWERBUILDING

(E) CHLORINECONTACT

BASINS

(E) DEWATERINGBUILDING

(E) INFLUENTPUMP

STATIONCOMPOSTING

BUILDING

BIOFILTER

GATE

(E) FENCE LINE

(E) FENCE LINE

(E) FENCE LINE

(E) FENCE LINE

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


CBD

LOW

OVERALL SITE PLAN

C-101

1976019.00-C-101.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Civ

il\19

7601

9.00

-C-1

01

0

1"=50'

50 100

1. HORIZONTAL DATUM IS NAD (83) 91 BASED ON LINN COUNTYGPS CONTROL POINTS 93283 AND 93277. CONTROL POINTS,MONUMENTS TIED AND TOPOGRAPHIC INFORMATION AREBASED ON A PLAIN SURVEY. GPS POINT # 93283 WAS HELD ASTHE TRANSLATION POINT AND THE RECORD GRID BEARINGBETWEEN GPS # 93283 AND GPS # 93277 WAS HELD AS THEBASIS OF BEARINGS. VERTICAL DATUM IS NGVD (29) 47 BASEDON LINN COUNTY GPS CONTROL POINT 93283. THE 100-YEARFLOOD ELEVATION AT THIS SITE IS 199.6 FEET NGVD (29) 47.

2. PLANT PERIMETER FENCING SHALL REMAIN INTACT AT ALLTIMES.

3. CONTRACTOR TO MAINTAIN ACCESS TO ALL PORTIONS OF THEPLANT FOR PLANT PERSONNEL AT ALL TIMES. CONTRACTORSHALL COORDINATE ACCESS WITH OTHER CONTRACTORS ONSITE.

4. CONTRACTOR SHALL RESTRICT MOVEMENT AROUND THEPLANT TO THE AREAS AND ROUTES INDICATED ON THISDRAWING UNLESS APPROVED OTHERWISE.

5. CONTRACTOR SHALL LIMIT PARKING AND STORAGE OFMATERIALS TO THE DESIGNATED STAGING AREA FOR THEPROJECT.

6. CONTRACTOR SHALL RESTORE PAVEMENT, CURB, AND GUTTERDAMAGED DURING CONSTRUCTION TO MATCH EXISTINGCONDITION OR BETTER. PROVIDE TEMPORARY SURFACINGDURING CONSTRUCTION TO MAINTAIN PLANT ACCESS ONROADWAYS.

7. CONTRACTOR SHALL PREPARE AN EROSION AND SEDIMENTCONTROL PLAN AND OBTAIN AN NPDES STORMWATER PERMIT(GENERAL NPDES PERMIT #1200-C) AS REQUIRED BY THEOREGON DEPARTMENT OF ENVIRONMENTAL QUALITY ANDSPECIFICATION SECTION 01140.

GENERAL NOTES:

OVERALL SITE PLAN

SURVEY CONTROL POINT TABLE

POINT # NORTHING EASTING ELEVATION DESCRIPTION

1 366594.75 7531191.58 206.72 CNT HMM

2 366729.66 7531090.33 203.36 CNT MAG

3 366771.32 7531213.74 202.77 CNT MAG

4 366643.32 7531364.75 209.57 CNT HMM

5 366906.75 7531318.06 201.68 CNT MAG

6 366937.77 7531098.87 199.39 CNT HMM

7 367097.96 7531353.03 197.96 CNT HMM

8 367083.82 7531500.33 200.76 CNT HMM

9 366722.75 7531021.70 202.31 CNT HMM

50 366914.29 7531343.47 202.02 FD SCRIBE AKA 40

51 366661.91 7531295.72 212.55 FD IR12 RPC AKA6

1

4

5

6

9

AC

ACAC

L

WALL

WAL

L

WAL

L

WALL

WAL

L

202.30

COMPOSTING BUILDING

BIOFILTER

FF=201.00



WMH

CBD

LOW

GRADING AND DRAINAGE PLAN

C-111

1976019.00-C-111.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Civ

il\19

7601

9.00

-C-1

11

0

1"=20'

10 20 30

GRADING AND DRAINAGE PLAN

1. REFER TO GENERAL NOTES ON C-101 AND C-121.

2. CONTOURS ARE SHOWN AT ONE FOOT INTERVALS. PROVIDEUNIFORM SLOPE BETWEEN ELEVATIONS SHOWN.

3. ELEVATIONS SHOWN ARE TOP OF FINISHED GRADE AND NEWAC PAVEMENT.

4. SLOPE THE AC PAVEMENT FLOOR OF THE AMENDMENTSTORAGE BUILDING TO DRAIN TO EXTERIOR PAVEMENT.

5. THE TOPS OF ALL EXISTING MANHOLES, CATCH BASINS,VAULTS, AND VALVE BOXES SHALL BE RAISED TO THE FINALGRADE ELEVATIONS. EXISTING VAULTS AND ACCESS HATCHESIN PAVED AREAS SHALL BE MODIFIED AS REQUIRED TO BERATED FOR AASHTO LOADING CLASS HS 20-44, HIGH TRAFFICAREAS.

2' x 2' CONCRETE PIER, TYP. OF 16. SEE SHEET S-311.

CONCRETE STRIP SLAB FOR ECO-BLOCK PLACEMENT.SEE SHEET S-311.

RELOCATE EXISTING FIRE HYDRANT.

PROVIDE CATCH BASIN PER DETAIL .

TOP OF CONCRETE ALONG NORTH EDGE OF SLAB AT EL. 200.92'.SEE SHEET S-301.

TOP OF CONCRETE ALONG WEST EDGE OF BLOWER SLAB ATEL. 200.92'. TOP OF CONCRETE ALONG EAST EDGE OF BLOWERSLAB AT ELEVATION 201.00'. SEE SHEET S-301.

TOP OF AC PAVEMENT TO MATCH SOUTH EDGE OF BUILDING ATEL. 201.16'. SEE SHEET S-301.

REMOVE EXISTING LIGHT POLES, SEE ELECTRICAL DRAWINGS.

TO CONSTRUCT THE 2:1 SLOPE, THE CONTRACTOR SHALLOVER-BUILD THE OUTER SLOPE DURING SITE GRADING ANDTHEN CUT BACK TO THE 2:1 SLOPE.

ALL DISTURBED SOIL AREAS WEST AND NORTH OF THE NEWPAVED AND GRAVEL ROADWAYS SHALL BE HYDROSEEDED PERSECTION 02920.

DEMOLISH EXISTING CONCRETE CURB AND GUTTER, ANDDRIVEWAY ALONG SOUTH EDGE OF NEW PAVED AREA.PROVIDE FULL DEPTH REMOVAL OF CONCRETE.

DEMOLISH EXISTING AC PAVEMENT BETWEEN THE EXISTINGCURB AND BETWEEN THE TWO CATCH BASINS AS SHOWN.

NOTES:

6

7

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


6

7

6

7

8 3C-0019

10

11

12

13

8

99

9

139

99

13

10

9

1010

12 12 12

13

14

14

14

LOCATION COORDINATES:

POINT LOCATION NORTHINGCOORDINATE

EASTINGCOORDINATE

2

3

4

5

6

7

8

9

10

N 366887.45 E 7531136.59EDGE OF NEW GRADED AREA

N 366903.81 E 7531085.12

N 366916.47 E 7531082.95

N 367050.45 E 7531088.22

N 367056.18 E 7531135.35

N 367122.85 E 7531325.77

N 367081.93 E 7531341.86

1

N 367125.91 E 7531247.26

N 367101.80 E 7531495.53

EDGE OF NEW GRADED AREA








N 367083.00 E 7531331.10EDGE OF NEW GRADED AREA

15

15

15

15

16

16

16

16

17

16

13

17

11


(E) CHLORINE CONTACT BASINS



COMPOSTING BUILDINGFF=201.00

BIOFILTER

R=10'

1

6

4 5

7

8

10 11

9

13

24

3

17 18

20 21

22

19

2

1214

15

16

R=20'

R=100'

AC

ACAC

EXIST

GRAVEL

GRAVEL

ALL

WALL

WAL

L

WA

WALL

WAL

L

L

FF: 202.85POWER VAULT

POWER VAULTS

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


CBD

LOW

HORIZONTAL CONTROLAND PAVING PLAN

C-112

1976019.00-C-112.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Civ

il\19

7601

9.00

-C-1

12

0

1"=20'

10 20 30

HORIZONTAL CONTROL AND PAVING PLAN

PROVIDE HEADER BOARD PER DETAIL ALONG EDGE OF PAVED

AREA AND ALONG PERIMETER OF GRAVEL ROADWAY.

PROVIDE AC PAVEMENT PER DETAIL .

PROVIDE BOLLARDS PER DETAIL , TYPICAL OF 37.

PROVIDE GRAVEL ROADWAY, SIMILAR TO DETAIL WITH 4" THICK CRUSHED

ROCK PER SECTION 02300 IN LIEU OF AC PAVEMENT.

PROVIDE AC PAVEMENT ACROSS FLOOR OF AMENDMENT STORAGE BUILDING.SLOPE PAVEMENT TO DRAIN TO EXTERIOR PAVEMENT ON SOUTH AND NORTH SIDES.

CONNECT NEW AC PAVEMENT WITH EXISTING AC PAVEMENT PER DETAIL .

NEW LIGHT POLE, SEE E-302.

REPAIR AC PAVEMENT ABOVE NEW PIPE AND CONDUIT TRENCHESPER DETAIL .

NOTES:1. REFER TO GENERAL NOTES ON C-101 AND C-121.

2. ANY (E) AC PAVEMENT OR (E) CURB AND GUTTER DAMAGED DURING CONSTRUCTIONSHALL BE REPLACED WITH NEW AC PAVEMENT AND, CURB AND GUTTER.

9C-002

8C-002

4

5

69

C-002

LOCATION COORDINATES:

POINT LOCATION NORTHINGCOORDINATE

EASTINGCOORDINATE

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

N 366887.45 E 7531136.60BEGINNING OF CURVE

N 366897.32 E 7531146.71END OF CURVE

N 366986.71 E 7531147.86EDGE OF NEW GRAVEL ROADWAY

N 366984.52 E 7531162.84SW CORNER OF COMPOSTING BUILDING

N 366982.84 E 7531292.83SE CORNER OF COMPOSTING BUILDING


N 367075.75 E 7531203.18EDGE OF NEW AC PAVEMENT

N 367042.21 E 7531323.62

N 367041.05 E 7531413.61



N 367097.86 E 7531497.64END OF CURVE

1

N 367054.62 E 7531148.74



N 367075.60 E 7531432.17END OF CURVE

6

7

5

5

6

5

EDGE OF NEW GRAVEL ROADWAY

NW CORNER OF AMENDMENTSTORAGE BUILDING

NE CORNER OF AMENDMENTSTORAGE BUILDING

7C-002

8

3

3

3

37

6

3

3

3

4

5

4

5

4

5

5

5

55555

5

N 366959.17 E 7531189.51CENTER OF CATCH BASIN

19


20 N 367056.67 E 7531355.91CENTER OF CATCH BASIN



23

17

18

N 367056.67 E 7531318.87CENTER OF MANHOLE


8

8

8

9

9

5

10C-002

9

8

24 N 366905.04 E 7531517.97EDGE OF NEW AC PAVEMENT

1010

10C-002

10


(E) CHLORINE CONTACT BASINS



CB10" SD IN IE 196.00'10" SD OUT IE 195.90'

COMPOSTING BUILDING

BIOFILTER

(E) 4" 1W

(E) 6" 3W

(E) 72" SE

(E) 72" SE

(E) MH

(E) 10" SD

(E) MH12" (W) 193.78'12" (S) 193.75'12" (E) 193.73'

(E) 1.5" 3W

(E) 12" SS

(E) 8" SD

(E) 6" 3W

(E) 12" SS

(E) MHRIM EL. 199.32'IE 172.4'±

(E) 42" SS

(E) 24" SS

(E) 54" SS

(E) 54" SS

(E) MHRIM EL. 199.72'IE OUT (E) 171.89'±

(E) MHRIM EL. 198.15'(E) 54" SS IE IN (W) 171.28'±

(E) MH

(E) 6" 3W(E) 54" SS

(E) 12" SS

(E) 12" SS

(E) ELECTRICAL VAULTS

(E) 12" SD

(E) 12" SD

(E) 12" SS

(E) ELECTRICAL VAULT

AC

ACAC

ALL

WALL

WAL

L

WA

WALL

WAL

L

L

10" SD

10" SD

3" 2W

NEW ELECTRICAL VAULTS,SEE SHEET E-101

10" SD

10" SD

12" SD

12" SD

10" SD

10" SD

4" D4" D

RELOCATEDFIRE HYDRANT

2" 2W

2" 2W

2" 2W

2" 2W

2" 2W

BURIED 4" x 3"REDUCER

3" 2W

3" 2W

2" 2W

3" 2W

2" 2W

2" 2W

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


CBD

LOW

YARD PIPING PLAN

C-121

1976019.00-C-121.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Civ

il\19

7601

9.00

-C-1

21

0

1"=20'

10 20 30

YARD PIPING PLAN

1. REFER TO GENERAL NOTES ON C-101.

2. THE LOCATION OF EXISTING UNDERGROUND PIPES AND ELECTRICALCONDUITS ARE SHOWN BASED ON THE BEST INFORMATION AVAILABLE. NOEXPLORATORY EXCAVATION HAS BEEN DONE TO VERIFY THE EXACTLOCATIONS. CONTRACTOR SHALL EXCAVATE AND LOCATE EXISTING PIPESAND ELECTRICAL CONDUITS PRIOR TO BEGINNING WORK IN AN AREA ANDVERIFY THEIR LOCATION RELATIVE TO THE PLANS. THIS SHALL BE DONE INADVANCE OF THE WORK TO PROVIDE ADEQUATE TIME TO MAKE CHANGES TOTHE WORK IF NECESSARY.

3. UNLESS OTHERWISE NOTED ALL PIPING SHALL HAVE A MINIMUM DEPTH OFCOVER (FROM PIPE CROWN TO GRADE) OF 3 FEET. ALL GRAVITY PIPING SHALLBE SLOPED TO DRAIN. SLOPE UNIFORMLY BETWEEN INVERT ELEVATIONSSHOWN. ALL PIPING SHALL BE INSTALLED AS SHOWN IN DETAIL .

4. MINIMUM ALLOWABLE CLEARANCE BETWEEN PIPES AT CROSSINGS SHALL BE 3INCHES. WHERE CLEARANCE IS BETWEEN 3 INCHES AND 12 INCHES, PROVIDECONCRETE SUPPORT PER DETAIL .

5. NEW ELECTRICAL DUCTBANKS AND CONDUITS NOT SHOWN. SEE ELECTRICALDRAWINGS FOR LOCATION OF NEW ELECTRICAL CONDUITS AND DUCTBANKSAND ADDITIONAL INFORMATION ON LOCATION OF EXISTING ELECTRICALCONDUITS AND DUCTBANKS.

6. ALL ABANDONED PIPING SHALL BE PLUGGED WITH CONCRETE BEFOREBACKFILLING. LENGTH OF CONCRETE PLUG SHALL BE 2 TIMES THE PIPEDIAMETER.

7. ALL POTABLE WATER PIPING SHALL BE ROUTED OVER THE TOP OF OTHERPIPING. MINIMUM CLEARANCE SHALL BE 18 INCHES.

8. ALL CONNECTIONS TO EXISTING PIPING SHALL BE RESTRAINED.

9. ALL NEW PIPING AND ELECTRICAL DUCTBANKS SHALL BE ROUTED WITHREQUIRED BENDS TO AVOID CONFLICT WITH EXISTING PIPING, ELECTRICALDUCTBANKS AND STRUCTURES. SEE GENERAL NOTE 1 ABOVE. IF NEW PIPINGAND ELECTRICAL DUCTBANKS CANNOT BE ROUTED TO AVOID CONFLICTS, THEEXISTING PIPING, DUCTBANKS AND STRUCTURES SHALL BE RELOCATED ASREQUIRED. PIPE INVERT ELEVATIONS SHOWN SHALL NOT BE CHANGED.

GENERAL NOTES:

1C-001

2C-001

1

NOTES:

CONNECT 4" 2W TO EXISTING 2W PIPING DOWNSTREAM OF EXISTINGBACKFLOW PREVENTER IN THE DEWATERING BUILDING. THE PORTION OFTHE 2W PIPING WHICH IS EXPOSED AT THE BUILDING EXTERIOR SHALL BEHEAT TRACED AND INSULATED.

PROVIDE A 48" INSIDE DIAMETER MANHOLE PER DETAIL .MH TOP EL. 201.00'10" SD IN IE 192.66'10" SD IN IE 192.66'12" SD IN IE 192.50'12" SD OUT IE 192.40''

CONNECT 12" SD TO EXISTING MANHOLE WITH OUTSIDE DROP CONNECTION

PER DETAIL .

IE 191.40' BEFORE DROPIE 174.78' AFTER DROP

PROVIDE A 48" INSIDE DIAMETER MANHOLE PER DETAIL .MH TOP EL. 201.00'MH FLOOR EL. 193.00'4" D IN IE 194.04'4" D OUT IE 195.10'

RELOCATE EXISTING FIRE HYDRANT. INSTALL HYDRANT PER CITY OFALBANY STANDARD FIRE HYDRANT ASSEMBLY DETAIL NO. 504.

FOR CONTINUATION, SEE COMPOSTING BUILDING PLAN, SHEET M-301.

TYPE E UTILITY STATION, SEE SHEET M-002.

1

2

3

5C-001

4C-001

6

45

C-001

5

6

7

6

2

3

7 7

77

6

5

4

6

MP

MEJ

PDS

CODE SUMMARY

A-001

1976019.00-A-001.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Arc

hite

ctur

al\1

9760

19.0

0-A-

001

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON

AM-WRF COMPOSTING IMPROVEMENTS PROJECTARI-11692

Federal Way, WA

REGI

STERED ARCHITECT

STATE OF OREGON

PRESTONMARK

APPLICABLE CODES:

2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC)2019 OREGON FIRE CODE (OFC)2019 OREGON MECHANICAL SPECIALTY CODE (OMSC)2019 OREGON ZERO ENERGY READY COMMERCIAL CODE (OZERCC)2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) - BASEDON 2017 NFPA 70, NATIONAL ELECTRICAL CODE2019 OREGON OSHA REGULATIONSNFPA 820 - STANDARD FOR FIRE PROTECTION IN

WASTEWATER AND COLLECTION FACILITIESTITLE (18) BUILDING PROVISIONS OF THE ALBANY CODE

GENERAL NOTES:

1. EXITS: REQUIRED EXIT DOORS SHALL BE 36 INCHES WIDE BY 80-INCHESHIGH AT A MINIMUM.

2. INSULATION: PROVIDED IN HEATED AND COOLED AREAS3. EXIT ILLUMINATION IS REQUIRED AT ONE-FOOT CANDLE4. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED AND MAINTAINED

IN ACCORDANCE WITH OREGON FIRE CODE.

ZONING:HI - HEAVY INDUSTRIAL DISTRICT

BUILDING BUILDING INFORMATIONTYPE II B, PER OSSC 3102.3,CONSTRUCTION TYPEAMENDMENT

STORAGEBUILDING

26,000 SF PER OSSC TABLE 506.2

MEMBRANE STRUCTURE: S-2 LOW HAZARD FACTORY INDUSTRIAL PEROSSC 311.3

ACTUAL HEIGHT / STORY

ALLOWABLE HEIGHT

ACTUAL AREA

36'-0"± FEET / 1 STORY

10,350 SF

ALLOWABLE AREA

OCCUPANCY CLASSIFICATIONS

EXEMPT PER OSSC SECTION 503.1.1 (SPECIAL INDUSTRIAL OCCUPANCIES)

HVAC NONE

OCCUPANCY SEPARATIONS

CHEMICAL STORAGE NO HAZARDOUS CHEMICALS STORED

ACCESSIBILITY NOT REQUIRED PER OSSC SECTIONS 1103.2.9

FIRE PROTECTION REQUIREMENTS (NFPA 820) HYDRANT PROTECTION WITHIN 225' OF STRUCTURE PER TABLE C102.1,

FIRE FLOW (NFPA 820) 2,250 GPM FOR 2 HOURS PER TABLE B105.1(2)

NONE REQUIRED PER OSSC TABLE 508.4

SINGLE STORY, SLAB-ON-GRADE FLOOR, NON-COMBUSTIBLE FRAMESTRUCTURE COVERED WITH MEMBRANE PER OSSC SECTION 3102.3.1.

BUILDING ELEMENT FIRE RESISTANCE 0-HOUR RATING AS PER OSSC TABLE 601 FOR TYPE II B CONSTRUCTION

EXTERIOR WALL FIRE RESISTANCE(BASED ON SEPARATION DISTANCE)

0-HOUR RATING AS PER OSSC TABLE 602 FOR TYPE II B CONSTRUCTION

SPRINKLER SYSTEM NOT REQUIRED PER OFC SECTION 903.

SMOKE DETECTION NOT REQUIRED PER OSSC SECTION 907

SMOKE AND HEAT VENTS NOT REQUIRED PER OSSC SECTION 910.2.1

OCCUPANT LOAD 36 PER OSSC TABLE 1004.5 AMENDMENT STORAGE AREA (10,350 S.F.) 36 OCCUPANTS (2 EXITS REQUIRED / 2 ACTUAL PER OSSC TABLE 1006.2.1)

FIRE ALARM NOT REQUIRED PER NFPA 820 (UNENCLOSED SPACE)

MAXIMUM PATH OF EGRESS TRAVEL 75 FEET PER OSSC TABLE 1006.2.1

VENTILATION OPEN AIR STRUCTURE

ENERGY CODE (OEESC) NOT APPLICABLE

STANDBY POWER (NFPA 820) NOT REQUIRED

NFPA 820 ELECTRICAL CLASSIFICATION

CODE SUMMARY

AMENDMENT STORAGE AREA UNCLASSIFIED

BUILDING BUILDING INFORMATIONCONSTRUCTION TYPECOMPOSTING

BUILDING

23,000 SF PER OSSC TABLE 506.2

BUILDING: F-2 LOW HAZARD FACTORY INDUSTRIAL PER OSSC 306.3

ACTUAL HEIGHT / STORY

ALLOWABLE HEIGHT

ACTUAL AREA

31'-0"± FEET / 1 STORY

5,980 SF

ALLOWABLE AREA

OCCUPANCY CLASSIFICATIONS

EXEMPT PER OSSC SECTION 503.1.1 (SPECIAL INDUSTRIAL OCCUPANCIES)

HVAC NONE

OCCUPANCY SEPARATIONS

CHEMICAL STORAGE NO HAZARDOUS CHEMICALS STORED

ACCESSIBILITY NOT REQUIRED PER OSSC SECTIONS 1103.2.9

FIRE PROTECTION REQUIREMENTS (NFPA 820)

FIRE FLOW (NFPA 820)

NONE REQUIRED PER OSSC TABLE 508.4

BUILDING ELEMENT FIRE RESISTANCE 0-HOUR RATING AS PER OSSC TABLE 601 FOR TYPE II B CONSTRUCTION

EXTERIOR WALL FIRE RESISTANCE(BASED ON SEPARATION DISTANCE)

0-HOUR RATING AS PER OSSC TABLE 602 FOR TYPE II B CONSTRUCTION

SPRINKLER SYSTEM NOT REQUIRED PER OFC SECTION 903.

SMOKE DETECTION NOT REQUIRED PER OSSC SECTION 907

SMOKE AND HEAT VENTS NOT REQUIRED PER OSSC SECTION 910.2.1

OCCUPANT LOAD 60 PER OSSC TABLE 1004.5 COMPOSTING BUILDING (5,980 S.F.) 60 OCCUPANTS (2 EXITS REQUIRED / 2 ACTUAL PER OSSC TABLE 1006.2.1)

FIRE ALARM NOT REQUIRED PER NFPA 820 (UNENCLOSED SPACE)

MAXIMUM PATH OF EGRESS TRAVEL 75 FEET PER OSSC TABLE 1006.2.1

VENTILATION NONE REQUIRED; ODOR CONTROL SYSTEM TO BE PROVIDED PER OWNER

ENERGY CODE (OEESC)

STANDBY POWER (NFPA 820) NOT REQUIRED

NFPA 820 ELECTRICAL CLASSIFICATION COMPOSTING BUILDING UNCLASSIFIED

HYDRANT PROTECTION WITHIN 225' OF STRUCTURE PER TABLE C102.1,

2,250 GPM FOR 2 HOURS PER TABLE B105.1(2)

FIRE EXTINGUISHERS (OSSC 2808.8) AND APPROVED MATERIAL-HANDLINGEQUIPMENT (OSSC 2808.9).

NOT APPLICABLE

FIRE EXTINGUISHERS (OSSC 2808.8) AND APPROVED MATERIAL-HANDLINGEQUIPMENT (OSSC 2808.9).

TYPE II B, PER OSSC 3102.3,SINGLE STORY, SLAB-ON-GRADE FLOOR, NON-COMBUSTIBLE FRAMESTRUCTURE COVERED WITH MEMBRANE PER OSSC SECTION 3102.3.1.

ARI-11692FeFeFeFeFFFFFFFFeFeFeFeFeFeFeFeFeFFFFFFeFeFeFFFFFeFeFeFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF dddddddddddddedederaaaaaaaaaaaaaaaaaaaaaaaalllllllllll WWWaWaWaWaWaWWWWaWaWaWWaWaWaWaWaWaaWaWaWWWaWWaWWWWWWWaWaWaWaWWaWWWWWWWaWaWaWaWWWWaWaWWWaWWaWaWWaWaWWWWWWWWWWWWWWWWWWWWWWWWWW yyyyyyyy,y WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA

RERRGE

I STHITEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEECCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS N

PRPRPRPRPRRRRRRRPRRRRRRRPRRRRRRRRPRPRRRPRRRRPRRRRRRRRRRPRRPRRRRRRPRPRPRRRRRRRRRRRRPRRPRPPPRRRRRRRRESESESESESESESESESESESESSESSESSESESESESSSESESSSESESESESSESSSSSESESESESSSSSESESSSSSESESESESSSSSESSESSSSSSSESESESESEEESSESESSSTTTTTTTTTTTTTOTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT NMAMAMAMMAMAMAMAMAMAMAMAMAMAMAMAAMAMAMAAMAMAMAMMAAMAMAAAMAMAMAAMAMAMMAMMAMAMAMAAMAMAMMAMAAMAAMAMAMAAMAAMAMAMAAMAMAMAMAMAMAMMAAMMAMMAMAAAMMMMAM RKRKRKRKRKRRRRRKRRKRRRRKKKKKKKRKRKRKRKRKRRKRRRKRRRKKKKKKRKRKRKRRRRKRKRKKRKKRKRKRRRKRKRKRKKRRRRRRKRKRRRKRKRRRKRKKRKRRKKRKRKRRRRRR

AA-303

B

A

1 2 3 4 5

ECO-BLOCK WALL (TYP)SEE STRUCTURAL

45'-1

1"

128'-0"

APPROXIMATE OUTLINE OFPRE-ENGINEERED FABRICENCLOSURE ABOVE

APPROXIMATE SUPPORTLOCATION (TYP) FORPRE-ENGINEERED FABRICENCLOSURE

32'-0" 32'-0" 32'-0" 32'-0"

AERATION TRENCHES(TYP) SEE STRUCTURAL

PRE-ENGINEERED ENCLOSUREMANUFACTURER TO PROVIDEBLOCKING/PLATES AS REQUIREDTO MOUNT LIGHTING, TYPICAL.SEE ALSO ELECTRICAL.

MP

MEJ

PDS

COMPOSTING BUILDINGFLOOR PLAN

A-301

1976019.00-A-301.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Arc

hite

ctur

al\1

9760

19.0

0-A-

301

FLOOR PLAN

1/8"=1'-0"

0 5 104

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


Federal Way, WA

REGI

STERED ARCHITECT

STATE OF OREGON

PRESTONMARK


RERRGE




1 2 3 4 5

APPROX OUTLINE OFPRE-ENGINEEREDFABRIC ENCLOSURE

STEEL SUPPORTPROVIDED BYENCLOSUREMANUFACTURER

CONCRETE COLUMNSEE STRUCTURAL

CONCRETE WALLBEYOND

BUILDINGMANUFACTURER TOPROVIDE SUPPORT/BRACKET FORLIGHTING FIXTURES,SEE ALSO ELECTRICAL.

B A

LOWER EXTENT OFFABRIC ENCLOSUREENDWALL

21'-0

"

GALV STEEL TRUSS BYFABRIC BLDG MFR

ECO-BLOCKDIVIDER WALL

CONCRETE WALLSEE STRUCTURAL

13'-0

"

MP

MEJ

PDS

COMPOSTING BUILDINGELEVATIONS

A-302

1976019.00-A-302.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Arc

hite

ctur

al\1

9760

19.0

0-A-

302

SOUTH ELEVATION

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


Federal Way, WA

REGI

STERED ARCHITECT

STATE OF OREGON

PRESTONMARK

EAST ELEVATION

3/16"=1'-0"

0 4 8

3/16"=1'-0"

0 4 8


RERRGE




B A

5'-0

" ±

13'-0

" ±

LOWER EXTENT OF FABRICENCLOSURE ENDWALLBEYOND (EA END)

TRUSS BY FABRICBUILDING MANUFACTURER

ECO-BLOCK DIVIDERWALL, SEE STRUCTURAL

CONCRETE COLUMN,SEE STRUCTURAL

SEE STRUCTURAL FORFOUNDATION DESIGN

31'-4

" ±(F

INAL

DIM

ENSI

ON

S D

EPEN

DEN

T O

N M

FR)

MANUFACTURER TO PROVIDEBLOCKING/PLATES AS REQUIREDTO MOUNT LIGHTING, TYPICAL.SEE ALSO ELECTRICAL.

MP

MEJ

PDS

COMPOSTING BUILDINGSECTIONS AND DETAILS

A-303

1976019.00-A-303.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Arc

hite

ctur

al\1

9760

19.0

0-A-

303

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


Federal Way, WA

REG I

STERED ARCHITECT

STATE OF OREGON

PRESTONMARK

A-301

ASECTION

1/4"=1'-0"

30 6

ARI-11692FeFeFeFeFFFeFFFFeFeFeFeFeFeFeFeFFFFFeFeFeFeFeFeFFFFFeFeFeFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF dddddddddddddedederaaaaaaaaaaaaaaaaaaaaaaaalllllllllllllll WWWaWaWaWaWaWWWWaWaWaWWWaWaWaWaWaWaaWaWaWWWaWWaWWWWWWWaWaWaWaWWaWWWWWWWaWaWaWaWWWWaWaWWWaWWaWaWWaWaWWWWWWWWWWWWWWWWWWWWWWWWWW yyyyyyyy,y WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA

RERRGE

I STHITEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEECCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS N

PRPRPRPRPRRRRRRRPRRRRRRRPRRRRRRRRPRPRRRPRRRRPRRRRRRRRRRPRRPRRRRRRPRPRPRRRRRRRRRRRRPRRPRPPPRRRRRRRRESESESESESESESESESESESESSESSESSESESESESSSESESSSESESESESSESSSSSESESESESSSSSESESSSSSESESESESSSSSESSESSSSSSSESESESESEEESSESESSSTTTTTTTTTTTTTOTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT NMAMAMAMMAMAMAMAMAMAMAMAMAMAMAMAAMAMAMAAMAMAMAMMAAMAMAAAMAMAMAAMAMAMMAMMAMAMAMAAMAMAMMAMAAMAAMAMAMAAMAAAMAMAMAAMAMAMAMAMAMAMMAAMMAMMAMAAAMMMMAM RKRRKRRRRRKRRKRRRRKKKKKKRKRKRKRRKRRRRRRKKKKKRKRKRKRRRRKRKRKRKKRKRKRRRRKRRKKKRRRRRKRRRKRRKRKRRKRKRKRKKRKRRKKRRKRRRRRRRR

16'-5

1/2

"

APPROXIMATE OUTLINE OFPRE-ENGINEERED FABRICENCLOSURE ABOVE

1 2

A

H

B

C

D

E

F

G

16'-5

"16

'-5"

16'-5

"16

'-5"

16'-5

"16

'-5 1

/2"

115'

-0"

90'-0"

APPROXIMATE SUPPORTLOCATION (TYP) FORPRE-ENGINEEREDFABRIC ENCLOSURE

EDGE OF CONCRETESLAB, SEE STRUCTURAL

ECO-BLOCK WALL (TYP)SEE STRUCTURAL


MP

MEJ

PDS

AMENDMENT STORAGE BUILDINGFLOOR PLAN

A-311

1976019.00-A-311.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Arc

hite

ctur

al\1

9760

19.0

0-A-

311

FLOOR PLAN

1/8"=1'-0"

0 5 10

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


Federal Way, WA

REGI

STERED ARCHITECT

STATE OF OREGON

PRESTONMARK

A

AA-313


RERRGE




APPROX OUTLINE OFPRE-ENGINEEREDFABRIC ENCLOSURE

CONCRETE COLUMN

A B C D E F G H

1 2

ECO-BLOCK WALLSEE STRUCTURAL

EXTENT OFFABRIC BLDG

20'-0

"

BUILDINGMANUFACTURER TOPROVIDE SUPPORT/BRACKET FORLIGHTING FIXTURES,SEE ALSO ELECTRICAL.

CONCRETE COLUMNSEE STRUCTURAL

MP

MEJ

PDS

AMENDMENT STORAGE BUILDINGELEVATIONS

A-312

1976019.00-A-312.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Arc

hite

ctur

al\1

9760

19.0

0-A-

312

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


Federal Way, WA

REG I

STERED ARCHITECT

STATE OF OREGON

PRESTONMARK

WEST ELEVATION

3/16"=1'-0"

0 4 8

SOUTH ELEVATION

3/16"=1'-0"

0 4 8


RERRGE

I STHITEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEECCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT



34'-2

" (F

INAL

DIM

ENSI

ON

DEP

END

ENT

ON

MFR

)

ECO-BLOCK WALLSEE STRUCTURAL

1 2

CONCRETE COLUMNAND SLAB SEESTRUCTURAL

TRUSS BY PRE-ENGINEEREDFABRIC ENCLOSURE

EXTENT OF END CLOSUREBEYOND (EA END)

20'-0

"

AC PAVING


MP

MEJ

PDS

AMENDMENT STORAGE BUILDINGSECTIONS AND DETAILS

A-313

1976019.00-A-313.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Arc

hite

ctur

al\1

9760

19.0

0-A-

313

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


Federal Way, WA

REG I

STERED ARCHITECT

STATE OF OREGON

PRESTONMARK

A-311

ASECTION

1/4"=1'-0"

30 6

ARI-11692FeFeFeFeFFFeFFFFeFeFeFeFeFeFeFeFFFFFeFeFeFeFeFeFFFFFeFeFeFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF dddddddddddddedederaaaaaaaaaaaaaaaaaaaaaaaalllllllllllllll WWWaWaWaWaWaWWWWaWaWaWWWaWaWaWaWaWaaWaWaWWWaWWaWWWWWWWaWaWaWaWWaWWWWWWWaWaWaWaWWWWaWaWWWaWWaWaWWaWaWWWWWWWWWWWWWWWWWWWWWWWWWW yyyyyyyy,y WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA

RERRGE

I STHITEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEECCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS N

PRPRPRPRPRRRRRRRPRRRRRRRPRRRRRRRRPRPRRRPRRRRPRRRRRRRRRRPRRPRRRRRRPRPRPRRRRRRRRRRRRPRRPRPPPRRRRRRRRESESESESESESESESESESESESSESSESSESESESESSSESESSSESESESESSESSSSSESESESESSSSSESESSSSSESESESESSSSSESSESSSSSSSESESESESEEESSESESSSTTTTTTTTTTTTTOTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT NMAMAMAMMAMAMAMAMAMAMAMAMAMAMAMAAMAMAMAAMAMAMAMMAAMAMAAAMAMAMAAMAMAMMAMMAMAMAMAAMAMAMMAMAAMAAMAMAMAAMAAAMAMAMAAMAMAMAMAMAMAMMAAMMAMMAMAAAMMMMAM RKRRKRRRRRKRRKRRRRKKKKKKRKRKRKRRKRRRRRRKKKKKRKRKRKRRRRKRKRKRKKRKRKRRRRKRRKKKRRRRRKRRRKRRKRKRRKRKRKRKKRKRRKKRRKRRRRRRRR

SOIL AND FOUNDATIONS1. GEOTECHNICAL INVESTIGATIONS FOR DESIGN PURPOSES FOR THIS PROJECT WERE

MADE BY FOUNDATION ENGINEERING, INC. IN A REPORT DATED MARCH 16, 2020.2. IN ACCORDANCE WITH THE IBC CHAPTER 18 THE SOILS AT THE ALBANY-MILLERSBURG

WATER RECLAMATION FACILITY ARE GENERALLY CLASSIFIED AS DENSE, SILTY-SANDY, GRAVEL (GM).

3. THE DESIGN BEARING CAPACITY OF THE SOILS IS 2,000 PSF FOR FOOTINGSCONSTRUCTED ON GRADES COMPOSED OF NEW FILL (STORAGE BUILDING ANDBIOFILTER) AND 3,000 PSF FOR FOOTINGS CONSTRUCTED ON AREAS OF EXISTINGGRADE (AMENDMENT STORAGE). BEARING CAPACITY OF SOILS ARE FOR DEAD ANDLIVE LOADS FOR FOUNDATIONS.

4. SOILS SHALL BE EXCAVATED TO THE ELEVATIONS INDICATED ON THE DRAWINGS FORFOUNDATIONS. THE SUBGRADE SHALL BE PREPARED AS INDICATED ON THEDRAWINGS AND SPECIFICATIONS AND APPROVED BY THE GEOTECHNICAL ENGINEER.EXCAVATED MATERIAL SHALL BE REPLACED WITH STRUCTURAL FILL AS SHOWN ONTHE DRAWINGS. FOUNDATIONS SHALL BE CONSTRUCTED AGAINST UNDISTURBEDNATIVE COMPETENT MATERIAL OR COMPACTED STRUCTURAL FILL.

GENERAL1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING

CODE, THE 2019 OREGON STRUCTURAL SPECIALTY CODE, AND THE REFERENCEDBUILDING CODE STANDARDS.

2. THESE NOTES AS WELL AS THE TYPICAL DETAILS APPLY TO ALL PARTS OF THEPROJECT, UNLESS NOTED OTHERWISE.

3. SHOP DRAWINGS FOR THIS CONTRACT SHALL BE COORDINATED WITH FAVORABLYREVIEWED EQUIPMENT MANUFACTURER'S DRAWINGS.

4. DIMENSIONS NOTED WITH AN ASTERISK, " * ", ARE TO BE FILED VERIFIED AND/ORCOORDINATED WITH FAVORABLY REVIEWED EQUIPMENT SUBMITTAL.

5. STRUCTURAL DETAIL CALLOUTS DENOTED AS S-XXXX SHALL REFER TO THESTRUCTURAL STANDARD DETAILS.

PERMITS AND INSPECTIONS1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS

REQUIRED BY THE LOCAL BUILDING INSPECTOR AND AS DESCRIBED IN THESPECIFICATIONS.

2. THE CONTRACTOR SHALL SELECT, INSTALL AND MAINTAIN SHORING, SHEETING,BRACING AND SLOPING AS NECESSARY TO MAINTAIN SAFE EXCAVATIONS. THECONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING FULL COMPLIANCE WITH 29CFR PART 1926 OSHA SUBPART P EXCAVATIONS AND TRENCHES REQUIREMENTS. ALLEARTHWORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH APPLICABLE LAW,INCLUDING LOCAL ORDINANCES, AND APPLICABLE OSHA REQUIREMENTS.

SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48-HOURS BEFORE PLACEMENT OF

REINFORCING STEEL AND CONCRETE SO THAT THE SUBGRADE OF EXCAVATIONS MAYBE INSPECTED BY THE GEOTECHNICAL ENGINEER.

2. THE GEOTECHNICAL ENGINEER SHALL VERIFY BACKFILL MATERIAL AND BACKFILLINGPROCEDURES AND PROVIDE SOIL COMPACTION TESTS.

3. STRUCTURAL OBSERVATION SHALL BE PROVIDED BY THE DESIGN ENGINEER(S) OFRECORD OR THEIR AUTHORIZED REPRESENTATIVES IN ACCORDANCE WITH IBC 2018,SECTION 1704. STRUCTURAL OBSERVATION SHALL CONSIST OF SITE VISITS ATINTERVALS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO OBSERVECONSTRUCTION IN PROGRESS AND REVIEW OF TESTING AND INSPECTION REPORTSFOR GENERAL COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS RELATING TO THESTRUCTURAL WORK AND THE NONSTRUCTURAL COMPONENTS AND EQUIPMENTANCHORAGE.

4. SPECIAL INSPECTION IN ACCORDANCE WITH IBC 2018, SECTION 1704, SHALL BEREQUIRED AS INDICATED IN THE SPECIAL INSPECTION AND TESTING SCHEDULE ONNEXT SHEET.

2. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-14 INCLUDING BARBENDS AND HOOKS, UNLESS DETAILED OTHERWISE.

3. SUBMIT CONCRETE AND MASONRY LIFT DRAWINGS SHOWING THE LOCATION OFCONSTRUCTION JOINTS, WATERSTOPS AND OTHER TYPES OF JOINTS OTHERTHAN SPECIFIED OR SHOWN ON THE DRAWINGS FOR FAVORABLE REVIEW BY THEENGINEER BEFORE START OF WORK ON FORMS, REINFORCING STEEL ORPLACING CONCRETE. ANY ADDITIONAL VERTICAL OR HORIZONTALCONSTRUCTION JOINTS SHALL HAVE A STANDARD KEYWAY AND SHALL BEFAVORABLY REVIEWED BY THE ENGINEER. REFER TO SPECIFICATIONS ANDTYPICAL DETAILS FOR ADDITIONAL INFORMATION. CONSTRUCTION JOINTS SHALLBE ROUGHENED TO 1/4-INCH AMPLITUDE.

4. OPENINGS, PIPE SLEEVES, CONDUITS, INSERTS AND OTHER EMBEDDED ITEMSSHALL BE IN PLACE BEFORE CONCRETE IS PLACED. IT IS THE CONTRACTOR'SRESPONSIBILITY TO COORDINATE ARCHITECTURAL, CIVIL, MECHANICAL,ELECTRICAL, LANDSCAPING, HVAC, PLUMBING, INSTRUMENTATION AND OTHERPLANS FOR ITEMS REQUIRING SLEEVES AND EMBEDMENTS IN CONCRETE WHICHARE NOT INDICATED OR SHOWN ON STRUCTURAL DRAWINGS. NO PIPES ORSLEEVES SHALL PASS THROUGH STRUCTURAL MEMBERS (UNLESS SHOWN ONSTRUCTURAL DRAWINGS). COORDINATE WITH EQUIPMENT MANUFACTURERSDRAWINGS FOR ANCHORING DEVICES.

5. UNLESS OTHERWISE NOTED, ALL EXPOSED EDGES AND CORNERS SHALL BECHAMFERED 3/4-INCH. INTERIOR FLOOR SLABS AND EXTERIOR SIDEWALKS SHALLHAVE TOOLED 3/8-INCH RADIUS CONSTRUCTION JOINT.

6. EACH FACE CONCRETE SHALL BE REINFORCED A MINIMUM OF NO. 5 BARS AT12-INCHES EACH WAY.

7. CONCRETE ENCASE ALL PIPES AND CONDUITS UNDER CONCRETE SLABS ANDFOOTINGS

REINFORCING STEEL1. REINFORCING BARS SHALL BE ASTM A615-GRADE 60.2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.3. ARRANGEMENT AND DETAILING OF REINFORCING STEEL, INCLUDING BAR SUPPORTS AND

SPACERS, SHALL BE IN ACCORDANCE WITH THE LATEST ACI 315 DETAILING MANUAL.4. REINFORCING SHALL LAP IN ACCORDANCE WITH THE CONCRETE REINFORCEMENT SPLICE

TABLE, UNLESS OTHERWISE SHOWN. WHEN BARS OF DIFFERENT SIZE LAP TO EACHOTHER, SPLICE LENGTH FOR THE SMALLER BAR CAN BE USED. DOWELS SHALL HAVE THESAME SIZE AND SPACING AS THAT OF THE REINFORCING STEEL THEY ARE SPLICED ANDSHALL HAVE A MINIMUM LAP AS NOTED ABOVE. BAR SPLICES SHALL BE STAGGERED.

5. HOOK REINFORCING BARS INTERUPTED BY OPENINGS.6. NO WELDING OF REINFORCING BARS SHALL BE PERMITTED, UNLESS APPROVAL IN

WRITING IS OBTAINED FROM THE ENGINEER PRIOR TO CONSTRUCTION.7. DIMENSIONS TO REINFORCING ARE TO BAR CENTERLINES, UNLESS NOTED OTHERWISE

BAR COVER IS CLEAR DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE.UNLESS NOTED OR SHOWN OTHERWISE BAR COVER FOR REINFORCING STEEL SHALL BEAS FOLLOWS:

FOOTINGS AND BASE SLABS:FORMED SURFACES AND BOTTOMS ON CONCRETE WORK MAT 2-INCHTOP SURFACES EXPOSED TO EARTH, WATER, OR WEATHER 2-INCHBOTTOMS AND SIDES IN CONTACT WITH EARTH 3-INCH

SUSPENDED SLABS:FORMED SURFACES EXPOSED TO EARTH, WATER, OR WEATHER 2-INCHTOP AND BOTTOM BARS DRY CONDITION 1-INCH

BEAMS AND COLUMNS:DRY CONDITIONS:

STIRRUPS, SPIRALS, AND TIES 1 1/2-INCHPRINCIPAL REINFORCEMENT 2-INCH

EXPOSED TO EARTH, WATER, OR WEATHER:STIRRUPS, SPIRALS, AND TIES 2-INCHPRINCIPAL REINFORCEMENT 2 1/2-INCH

WALLS:LESS THAN 12-INCHES THICK 1 1/2-INCH12 TO 16-INCHES THICK 2-INCHOVER 16 INCHES THICK 2 1/2-INCH

CONCRETE:1. CEMENT SHALL BE ASTM C150 TYPE II FOR ALL STRUCTURES. CONCRETE

SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (PSI) AS NOTED INTHE TABLE BELOW AND AS FURTHER DEFINED IN THE SPECIFICATIONS:

STRUCTURAL STEEL:1. UNLESS OTHERWISE NOTED, STRUCTURAL STEEL SHALL CONFORM TO ASTM

A36. W- AND WT- SHAPES SHALL CONFORM TO ASTM A992. PLATESCONNECTING TO W- AND WT- SHAPES SHALL CONFORM TO ASTM A572 GRADE50. HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500GRADE B. STEEL PIPE SHALL CONFORM TO ASTM A53 TYPE E OR S.

2. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED BY AN AISCCERTIFIED FABRICATOR IN CONFORMANCE WITH THE LATEST AISCSPECIFICATION PARTS 1 THRU 4 AND THE "SPECIFICATION FOR STRUCTURALSTEEL BUILDINGS".

3. CONNECTIONS AND BOLTS SHALL CONFORM TO THE AISC ALLOWABLESTRESS DESIGN SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325OR A490 BOLTS. CONNECTIONS SHALL USE ASTM A325-X BOLTS UNLESSNOTED OTHERWISE. PROVIDE WASHERS AT ALL CONNECTIONS WITHOVERSIZE OR SHORT SLOTTED HOLES.

4. WELD ELECTRODES SHALL CONFORM TO AWS A5.1 OR A5.5 E70XXELECTRODES. WELDING SHALL BE DONE BY CERTIFIED WELDERS. WELDINGSHALL USE ONLY APPROVED ELECTRODES. WELDING SHALL CONFORM TOTHE PROVISIONS OF THE LATEST STRUCTURAL WELDING CODE (AWS D1.1).

5. UNLESS NOTED OTHERWISE, STRUCTURAL STEEL COMPONENTS ANDCONNECTIONS SHALL BE PAINTED OR PROTECTIVE COATED IN ACCORDANCEWITH THE SPECIFICATIONS.

6. SHOP PRIME FOLLOWING FABRICATION PER SPECIFICATION 09900. FIELDPAINT STRUCTURAL STEEL FOLLOWING FIELD INSTALLATION PERSPECIFICATION 09900.

LOADING CRITERIA1. MINIMUM LOADING REQUIREMENTS PER CHAPTER 16 OF THE 2019 OSSC.2. DEAD LOAD: AS CALCULATED3. LIVE LOADS:

FIXED STAIRWAYS & EXIT-WAYS 100 PSF UNIFORM, 300 LBS POINT PER TREAD

HANDRAILS, GUARDRAILS AND GRAB BARS 50 PLF AT TOP RAIL, 200 LBS POINTGRATING, CHECKERED PLATE, ACCESS HATCHES EQUAL TO FLOOR LIVE LOAD, H20 RATED AT

VEHICULAR ACCESS LOCATIONS4. WIND LOAD:

BASIC WIND SPEED, V 98 MPHBASIC WIND SPEED, VASD 76 MPHEXPOSURE C

5. SNOW LOAD:IMPORTANCE FACTOR, I 1.00BASIC GROUND SNOW LOAD, Pg 10 PSFMINIMUM BALANCED ROOF SNOW LOAD, Pm 20 PSF

6. SEISMIC LOAD:RISK CATEGORY IISEISMIC IMPORTANCE FACTOR, Ie 1.00SEISMIC IMPORTANCE FACTOR, Ip 1.50SITE CLASS DSITE COEFFICIENT SS 0.80 gSITE COEFFICIENT S1 0.42 gSEISMIC DESIGN RESPONSE PARAMETER SDS 0.63 gSEISMIC DESIGN RESPONSE PARAMETER SD1 0.44 gSEISMIC DESIGN CATEGORY DSITE COEFFICIENT Fa 1.18 SITE COEFFICIENT Fv 1.58LONG PERIOD TRANSITION PERIOD, TL 16 S

NOTE : COMPOSTING AND AMENDMENT STORAGE FACILITY ROOF ENCLOSURES, INCLUDINGSEISMIC AND WIND FORCE RESISTING SYSTEM, BY PRE-ENGINEERED MEMBRANE STRUCTUREMANUFACTURER.

& AND@ AT# NUMBERØ DIAMETERAASHTO AMERICAN ASSOCIATION

OF STATE HIGHWAY TRANSPORTATION OFFICIAL

AB AGGREGATE BASE, ANCHOR BOLTACI AMERICAN CONCRETE

INSTITUTEADDIT ADDITIONALADJ ADJACENTAISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTIONAISI AMERICAN IRON AND

STEEL INSTITUTEAITC AMERICAN INSTITUTE OF

TIMBER CONSTRUCTIONALUM ALUMINUMALT ALTERNATEANSI AMERICAN NATIONAL STANDARDS

INSTITUTEAPA AMERICAN PLYWOOD

ASSOCIATIONAPROX APPROXIMATEARCH ARCHITECTURALASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALSASME AMERICAN SOCIETY OF

MECHANICAL ENGINEERSAWS AMERICAN WELDING SOCIETYAWWA AMERICAN WATER WORKS

ASSOCIATION

B/ BOTTOM OFBB(S) BEARING BAR(S)BLKG BLOCKINGBLDG BUILDINGBM BEAMBM-1 BEAM MEMBER 1BN BOUNDARY NAILINGBOT BOTTOMBP BASE PLATEBS BOTH SIDESBTWN BETWEEN

C CHANNELCALC'S CALCULATIONSCC,C/C CENTER-TO-CENTERCBC CALIFORNIA BUILDING CODECIP CAST IN PLACECJ CONSTRUCTION JOINTCJP COMPLETE JOINT PENETRATION

CENTERLINECLSM CONTROLLED LOW STRENGTH

MATERIALCLR CLEARCNJ CONTROL JOINTCOL COLUMNCONC CONCRETECONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUS

DBL DOUBLEDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDL DEAD LOADDN DOWNDWG(S) DRAWINGS

(E) EXISTINGEA EACHEF EACH FACEEL ELEVATIONELEC ELECTRICALEMBED EMBEDMENTEN EDGE NAILINGEQ EQUALEQUIP EQUIPMENTES EACH SIDEEW EACH WAYEXP EXPANSIONEXT EXTERIOR

(F) FUTUREFD FLOOR DRAINFF FINISH FLOORFIN FINISHFLR FLOORFN FIELD NAILINGFNDN FOUNDATIONFRP FIBERGLASS REINFORCED

PLASTICFS FAR SIDEFT FOOT/FEETFTG FOOTING

GA GAGE/GAUGEGALV GALVANIZEDGLB GLULAM BEAM

HDG HOT DIP GALVANIZE(D)HORIZ HORIZONTALHSS HOLLOW STRUCTURAL SECTIONHT HEIGHTHWL HIGH WATER LEVEL

IBC INTERNATIONAL BUILDING CODEICC INTERNATIONAL CODE COUNCILIN INCHINT INTERIOR

JT JOINT

KIP 1,000 POUNDSKSI KIPS PER SQUARE INCH

L,∠ ANGLELB(S) POUNDSLB/SF POUND(S) PER SQUARE FOOTLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLLBB LONG LEG BACK-TO-BACKLONGIT LONGITUDINALLT LIGHTLW LIGHT WEIGHT

MATL MATERIALMAX MAXIMUMMB MACHINE BOLTMC MOISTURE CONTENTMC MISCELLANEOUS CHANNELMECH MECHANICALMIN MINIMUMMISC MISCELLANEOUSMSE MECHANICALLY STABILIZED

EARTH

N/A NOT APPLICABLE(N) NEWNDT NON-DESTRUCTIVE TEST(ING)NFPA NATIONAL FIRE PROTECTION

ASSOCIATIONNIC NOT IN CONTACT

NO. NUMBERNOM NOMINALNS NEAR SIDENSG NON-SHRINK GROUTNTS NOT TO SCALE

OC ON CENTERSOD OUTSIDE DIAMETEROH OPPOSITE HAND, OVERHEADOPNG(S) OPENING(S)OPP OPPOSITEOSHA OCCUPATIONAL SAFETY AND

HEALTH ASSOCIATION

PAF POWDER/POWER ACTUATED FASTENER

PER PERIODICPEMB PRE-ENGINEERED METAL

BUILDINGPL PLATEPLF POUND PER LINEAL FOOTPP PARTIAL PENETRATIONPSF POUND PER SQUARE FOOTPSI POUND PER SQUARE INCHPT(S) POINT(S)PT PRESSURE TREATED

R, RAD RADIUSRECT RECTANGLE, RECTANGULARREINF REINFORCING, -MENTREQ'D REQUIRED

SCH SCHEDULESF SQUARE FOOTSHT SHEETSIM SIMILARSLBB SHORT LEGS BACK-TO-BACKSLH SHORT LEG HORIZONTALSLV SHORT LEG VERTICALSMS SHEET METAL SCREWSPEC(S) SPECIFICATION(S)SQ SQUARESS STAINLESS STEELSSD SATURATED SURFACE DRYSTAG STAGGERSTD STANDARDSTIFF STIFFENERSTL STEELSTRUC STRUCTURESUSP SUSPENDEDSYM SYMMETRICAL

T/ TOP OFT&B TOP AND BOTTOMTS STRUCTURAL TUBINGTYP TYPICAL

UON UNLESS OTHERWISE NOTEDUT ULTRASONIC TESTING

VERT VERTICALVIF VERIFY IN FIELD

W/ WITHW/O WITHOUTW, WF WIDE FLANGEWCLIB WEST COAST LUMBER

INSPECTION BUREAUWP WORK POINTWSTP WATERSTOPWT WEIGHT, STRUCTURAL TEE WALL THICKNESSWWF WELDED WIRE FABRIC

YD YARD

DEFERRED SUBMITTALSIN ACCORDANCE WITH IBC SECTION 107.3.4.1 SUBMITTAL DOCUMENTS FORDEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT ORENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD THEM TOTHE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERREDSUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEENFOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN. THE DEFERREDSUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL DESIGN AND SUBMITTALDOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. THEFOLLOWING ITEMS WILL BE DEFINED AS DEFERRED SUBMITTAL ITEMS:1. SEISMIC ANCHORAGE FOR ALL MECHANICAL EQUIPMENT AND

ARCHITECTURAL COMPONENTS WHERE ANCHORAGE NOT SHOWN ONCONTRACT DRAWINGS. SEE SECTION 01190.

2. SUPPORTS AND ANCHORAGE FOR COMPOST SYSTEM AIR DUCTING.3. SUPPORTS AND ANCHORAGE FOR ALL PIPING AND CONDUIT LESS THAN 6

INCHES IN DIAMETER.4. MEMBRANE STRUCTURE FRAMES AND THEIR ANCHORAGE.

STRUCTURAL GENERAL NOTES STRUCTURAL ABBREVIATIONS

GOVERNING CODES

GENERAL OSSC 2019

CONCRETE ACI 318-14

STEEL ANSI/AISC 360-16

MASONRY TMS 402-16

WELDING AWS D1.1-16

CONCRETE STRENGTH (PSI)

TYPE STRENGTH LOCATION

B 4,500 FOUNDATIONS AND SLABS

E 2,500 MISC SITE WORK

JDS

JDS

DEC

STRUCTURALGENERAL NOTES AND ABBREVIATIONS

S-001

1976019.00-S-001.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Stru

ctur

al\1

9760

19.0

0-S-

001

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


JDS

JDS

DEC

STRUCTURALSPECIAL INSPECTION SCHEDULE

S-002

1976019.00-S-002.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Stru

ctur

al\1

9760

19.0

0-S-

002

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


Federal Way, WA

PRESTONMARK

JDS

JDS

DEC

STRUCTURALSTANDARD DETAILS

S-003

1976019.00-S-003.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Stru

ctur

al\1

9760

19.0

0-S-

003

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


Federal Way, WA

PRESTONMARK

NOTES:1. THE SPLICE LENGTH TABLE IS SPECIFIC TO TENSION DEVELOPMENT AND

TENSION LAP SPLICE LENGTHS FOR WALLS, SLABS AND FOOTINGS DETERMINEDIN ACCORDANCE WITH ACI 318-14 CHAPTER 25, ACI 350-06 CHAPTER 12, AND THECRITERIA IN THIS DETAIL. CONTACT THE EOR FOR ANY DISCREPANCIES TO THECRITERIA IN THIS DETAIL.

2. LAP SPLICE LENGTHS ARE CLASS B LAPS, IN INCHES, FOR GRADE 60 REINF INNORMAL-WEIGHT CONC WITH f'c ≥ 3,000 PSI.

3. OC SPACING OF REINF SHALL BE > TWICE THE CONC COVER PLUS ONE BAR DIA.4. TOP BARS ARE HORIZ BARS WITH > 12" OF CONC CAST BELOW BARS.5. FOR EPOXY-COATED REINF OR LIGHTWEIGHT CONC, CONTACT THE EOR FOR

LAP SPLICE LENGTHS.6. FOR BARS OF DIFFERENT SIZES, THE LAP SPLICE LENGTHS OF THE SMALLER

BAR SHALL BE USED.7. STAGGER LAPS A DISTANCE OF ONE-HALF THE SPLICE LENGTH, UON.

LAP SPLICE LENGTH FOR REINFORCING BARS IN WALLS, SLABS & FTNGS (INCHES)

IMPERIAL [SOFT METRIC]BAR SIZE COVER=1.00 IN. COVER=2.00 IN.COVER=1.50 IN.

TOP4 OTHER TOP 4 OTHER TOP 4 OTHER#3 [#10] 17 13 17 13 17 13#4 [#13] 23 17 23 17 23 17

222822282633#5 [#16]#6 [#19] 46 35 34 26 34 26

384943555774#7 [#22]#8 [#25] 93 72 70 54 56 43

5369668687113#9 [#29]#10 [#32] 137 106 105 81 85 66#11 [#36] 162 125 125 97 102 79

SCALE: NTSREV 00

S-3010CONCRETE REBAR LAP SPLICE

CONCRETE COMPRESSIVE STRENGTH, f'c ≥ 3,000 PSI

RECOMMENDED END HOOK DIMENSIONS

BAR SIZE D 180 ° HOOKS 90° HOOKSA or G J A or G

#3 0'-2 1/4" 0'-5" 0'-3" 0'-6"#4 0'-3" 0'-6" 0'-4" 0'-8"#5 0'-3 3/4" 0'-7" 0'-5" 0'-10"#6 0'-4 1/2" 0'-8" 0'-6" 1'-0"#7 0'-5 1/4" 0'-10" 0'-7" 1'-2"#8 0'-6" 0'-11" 0'-8" 1'-4"#9 0'-9 1/2" 1'-3" 0'-11 3/4" 1'-7"#10 0'-10 3/4" 1'-5" 1-'1 1/4" 1'-10"#11 1'-0" 1'-7" 1'-2 3/4" 2'-0"

SCALE: NTSS-3020REINFORCING HOOKS

REV 00

12" MIN

NOTES:1. ENCASEMENT REINFORCING SHALL BE #4@12" UON. PROVIDE A MINIMUM 3

INCHES CLEAR COVER.2. WHERE VAPOR BARRIER IS SHOWN IN PLANS OR SECTIONS THE VAPOR

BARRIER SHALL BE PLACED CONTINUOUSLY UNDER SLAB AND ENCASEMENT.3. SPACE PIPES AND CONDUIT NO CLOSER THAN 3 DIAMETERS ON CENTER.

PIPES AND CONDUIT GREATER THAN 2" Ø

6" MIN

SCALE: 3/8" = 1'-0"S-3030PIPE AND CONDUIT ENCASEMENT

REV 00

NOTES:1. NO REINFORCING SHALL PASS THROUGH EXPANSION JOINT UON ON PLANS.2. SEE SPECIFICATIONS FOR SEALANT, BACKER ROD, AND JOINT FILLER

MATERIAL REQUIREMENTS.

3/8" RADIUS (TYP)

CONC SLAB-ON-GRADESEE PLANS FOR REINF

JOINT SEALANT

BACKER ROD

PREFORMEDJOINT FILLER

TERMINATEINTERRUPTED REINF W/STD HOOKS, ROTATEAS NECESSARY FORCLEARANCE

'T' PER PLAN3/4" IF NOT NOTED

SCALE: 1" = 1'-0"S-3160EXPANSION JOINT

REV 00SLAB ON GRADE

NOTES:1. PLACE ALL EQUIPMENT ON CONCRETE PADS (UON).2. SEPARATE ALL STEEL SURFACES BEARING ON CONC BY 1/4" (MIN) THICK

GROUT LAYER.3. INSTALL THE MAX OF STANDARD HOOK DEVELOPMENT LENGTH OR 3"

LESS THAN THE SLAB THICKNESS

#3@12" EW, H < 8"#4@12" EW, 8" ≤ H ≤ 12"#5@12" EW, H > 12"

ROUGHEN CJ

CONC SLAB, REINFNOT SHOWN SEEPLANS

3/4" CHAMFERVERTICAL EDGES(TYP)

EQUIP BASEPLATESEE NOTE 2

DOWELALL AROUND:#3@12" EW, H < 8"#4@12" EW, 8" ≤ H ≤ 12"#5@12" EW, H > 12"

SCALE: NTSS-3831EQUIP PAD

REV 00ON NEW CONC

FACE OF WALLOR ADJACENT

SLAB AS OCCURS

1/2" EXP JTPER S-3161

NOTES:1. SEE PLANS FOR THICKNESS AND PLAN DIMENSIONS.2. REINF #5@12" EACH WAY, T&B, UON ON PLANS.

6" CRUSHED ROCK OVERCOMPACTED SUBGRADE

SCALE: 1" = 1'-0"S-3331EXTERIOR SLAB

REV 00MISC EQUIP

(4) #4x4'-0" @ 6" OC, TOPEDGE OFSLAB

EDGE OFSLAB

INTERIOR CORNERS EXTERIOR CORNERS

(5) #4 @ 4"OC, TOP

4'-0"

SCALE: 1" = 1'-0"S-3180ADDITIONAL REINF AT SLAB CORNERS

REV 00

47'-1

1"

1'-0

"

6'-0

"

54'-1

1"

AS-302

B

A

1 2 3 4 5

ECO-BLOCKWALL (TYP 5)

45'-1

1"6'

-0"

3'-0

"

32'-0" 32'-0" 32'-0" 32'-0" 1'-0"1'-0"

A

130'-0"

3'-2"x2'-0" CONC PIER W/FOOTING (TYP 5) SEE

CONC SLAB ON GRADE

AERATIONTRENCH (TYP 20)

1' CONC PUSH WALL W/THICKENED FOOTING BELOW

CONC FOOTING/WALKWAY

APPROX OUTLINE OFMEMBRANE ROOF ABOVE

27'-9

"

15'-0"

8'-0

"TY

P

8'-0"TYP 1

S-303

BBS-302

5'-0

"

BLOWEREQUIPMENT SLAB

12" DEEP BIOFILTERPIPE SUPPORTFOOTING SEE S-3331(TYP 9)

ECO-BLOCK WALL@ BIOFILTER SEESECTION 03300AND M SHEETS

CONTROLPANELCANOPYAND SLABSEE

5'-10"TYP

5'-1"TYP

5'-10"TYP

T/ SLAB EL 201.16'

T/ SLAB EL 201.00'

T/ SLAB EL 201.00'

T/ SLAB EL 200.92'

5'-1

1"

34" EXP JT AROUNDEA COL (TYP)

34" EXP JT

CONC PIPE ENCASEMENTBELOW FOOTING (TYP 20)

SPREADFOOTINGBELOW (TYP 5)

CS-302

C

*3'-6"

*4'-1

1"

*5'-3"

*6'-1

1"

4" TALL CONCEQUIP PAD SEES-3831 (TYP 2)

2S-303

19'-7"

4'-10"

*3'-7"

*3'-1

0"

12" DEEP BIOFILTERPIPE SUPPORTFOOTING SEE S-3331

*12"

*3'-4

"

1'-0

"*2

'-8"

*3'-3"

SEE S-3331

CTRL JTS SEENOTE 1 (TYP)

T/ SLAB EL201.00'

T/ SLABEL 200.92'

ADDIT CORNERREINF AT COLSPER S-3180(TYP 5)

JDS

JDS

DEC

COMPOSTING BUILDINGFLOOR PLAN

S-301

1976019.00-S-301.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Stru

ctur

al\1

9760

19.0

0-S-

301

FLOOR PLAN

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


Federal Way, WA

PRESTONMARK

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

1. CONCRETE SLAB TOP SURFACES SHALL RECEIVE AFLOAT FINISH. ABOVE GRADE FORMED SURFACES TORECEIVE ESF-3.0. BELOW GRADE FORMED SURFACE TORECEIVE ESF-1.0. SEE SECTION 03350.

2. PROVIDE SEALED CONTROL JOINTS @ 10' OC ATWALKWAY AND COMPSOTING SLAB AS SHOWN.REINFORCING TO BE CONTINUOUS THOUGH JOINTS.

GENERAL NOTES:

10'-0

"

10'-0

"

MEMBRANE STRUCTURESEE ARCHITECTURALSHEETS

CONCRETE PIER ANDFOOTING BEYOND SEE

ECO-BLOCK DIVIDER WALLBEYOND

CONCRETE WALL REINF W/#5@12" EACH WAY, EACHFACE

B A

PAVING ATADJACENT GRADESEE CIVIL DWGS

1S-303

9"

1'-0

"

1'-6

"

CONCRETE FOOTING REINFW/ #5@12" EACH WAY, T&B

#5@12" EACH WAY,CENTER SLAB

12" THICKENEDFOOTING ATPERIMETER, REINFW/ (2) #6 AT BOT MATAROUND

EL 199.00'

EL 201.00'SLOPE SLOPE

EL 201.16'

EL 200.92'

SUBGRADE: MIN 12" SELECT FILLEXTENDING 1' OUTSIDEFOOTING, COMPACT TO 95% INLIFTS NOT EXCEEDING 8"


ECO-BLOCK DIVIDER WALL

9"

#5@12" STD LAP ATTYP REINF, (2) #5BELOW TRENCH

12" THICKENED FOOTING ATPERIMETER, REINF W/ (2) #6AT BOT MAT AROUND

EL 201.00'

8"

1'-0"

1'-0

"

1'-0"

1'-0

"

1'-0"

APPROX 4" WIDE x 8"DEEP TRENCH W/COVER, COORD W/MFR

(2) 1" PRE-MOLDED FLEXIBLEPLASTIC GASKET SEALANTSTRIPS. RAM-NEK; OR EQUAL.INSTALL IN CONTINUOUS,UNBROKEN STRIP ALONG BASEOF EACH ECO-BLOCK WALL.

SLOPE

EL VARIESSEE PLAN

CONCENCASEMENT PERS-3030

8"

#5@12" EACH WAY,CENTER SLAB

EL 201.00'

#5@10" EACH WAY,T&B

EL VARIES

1'-0

"

EXP JT

10'-0

"

4" TALL CONC EQUIPPAD, SEE S-3831

TRENCH BYCONTRACTOR,COVER BY MFR


JDS

JDS

DEC

COMPOSTING BUILDINGSECTIONS

S-302

1976019.00-S-302.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Stru

ctur

al\1

9760

19.0

0-S-

302

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


Federal Way, WA

PRESTONMARK

S-301

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

S-301

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

S-301

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

JDS

JDS

DEC

COMPOSTING BUILDINGDETAILS

S-303

1976019.00-S-303.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Stru

ctur

al\1

9760

19.0

0-S-

303

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


Federal Way, WA

PRESTONMARK

S-301

1DETAILSCALE: 1/2" = 1'-0" S-301

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

16'-5

1/2

"

90'-0"

2'x2' CONC PIER W/ SPREADFOOTING BELOW (TYP 16)SEE

APPROX OUTLINE OFMEMBRANE ROOF ABOVE

1 2

A

H

B

C

D

E

F

G

16'-5

" (TY

P)

115'

-0"CONC STRIP SLAB FORECO-BLOCK PLACEMENT, T/SLAB EL 202.33' (TYP 2)

6'-0

"TY

P

10'-0"TYP

1S-313

16'-5

1/2

"

ECO-BLOCK WALL SEESECTION 03300

29'-0

"

JDS

JDS

DEC

AMENDMENT STORAGE BUILDINGFLOOR PLAN

S-311

1976019.00-S-311.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Stru

ctur

al\1

9760

19.0

0-S-

311

FLOOR PLAN

1/8"=1'-0"

0 5 10

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


Federal Way, WA

PRESTONMARK

A

AS-312

1. CONCRETE STRIP SLAB TOP SURFACES SHALL RECEIVEA FLOAT FINISH. ABOVE GRADE FORMED SURFACES TORECEIVE ESF-3.0. BELOW GRADE FORMED SURFACE TORECEIVE ESF-1.0. SEE SECTION 03350.

GENERAL NOTES:

6'-0

"

CONCRETEPIER AND FOOTINGSEE

ECO-BLOCK CONTAINMENTWALL (TYP 2)

1 2

CONCRETE SLAB (TYP 2), REINFW/ #5@12" EA WAY T&B, TOPSLAB EL CONSTANT @ 202.33'

MEMBRANE STRUCTURE, SEEARCHITECTURAL DRAWINGS

1S-313

10'-0"TYP

EL 200.00

GRADE EL VARIESSEE CIVIL DWGS

1'-6

"


ECO-BLOCK DIVIDER WALLBEYOND

EXP JT

JDS

JDS

DEC

AMENDMENT STORAGE BUILDINGSECTIONS

S-312

1976019.00-S-312.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Stru

ctur

al\1

9760

19.0

0-S-

312

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


Federal Way, WA

PRESTONMARK

S-311

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

#4 TIES

(8) #7LONGITREINF

2'-0

"

2'-0"

2"4@

3"=1

'-0"

6" TYP

GRADE VARIES, SEECIVIL DWGS

#7@6"

1'-3

"6'

-0"

PLAN

#5@10"

6'-0"

SECTION

10'-0

"

FOOTINGOUTLINE

#7 LONGIT REINF

#4 TIES

CL

CL

CL

JDS

JDS

DEC

AMENDMENT STORAGE BUILDINGDETAILS

S-313

1976019.00-S-313.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Stru

ctur

al\1

9760

19.0

0-S-

313

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


Federal Way, WA

PRESTONMARK

S-311

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

XXX.XX

VALVE EQUIPMENT NUMBER,

VALVE DESIGNATION

ACTUATED VALVES ONLY.FV101

PIPING DESIGNATION

XXX.XX

PIPE USE, SEE PIPE SCHEDULE

NOMINAL PIPE DIAMETER

6" RW

6" RW

FLOOR DRAIN

DISMANTLING

ADAPTERFLANGED COUPLING

CONNECTORFLEXIBLE HOSE

CONNECTORFLEXIBLE RUBBER

FLEXIBLE COUPLING

CLEAN OUT

JOINT

UNION

MECHANICAL JOINT

FLANGED, WELD NECK

FLANGED, SLIP ON

BELL & SPIGOT

SCREWED OR WELDED

ELBOW - STRAIGHT

ELBOW - REDUCING

TEE - DOWN

ELBOW - UP

ELBOW - DOWN

REDUCER

TEE - UP

TEE

CROSS

PIPE SYMBOLS

EXISTING PIPE

NEW PIPE

DESCRIPTION

PIPE TO BE REMOVED

SINGLE LINE DOUBLE LINE

SOLENOID

PNEUMATIC

MOTOR

S

ACTUATOR SYMBOLS

GROOVED END MECHANICAL COUPLING

EXPANSION JOINT

FLOWMETER SYMBOLS

MAGMETER

TURBINE METER

VENTURI METER

DESCRIPTION

M

DOUBLE LINESINGLE LINE

(PLAN)

HOSE BIBB

PRESSURE RELIEF VALVE

PRESSURE RELIEF VALVE(PLAN)

(ELEVATION)

DIAPHRAGM VALVE

CONTROL VALVE

CAPILLARY CONTROL

CONTROL VALVE

(ELEVATION)

VALVE

SWING CHECK VALVE

BALL CHECK VALVE

BUTTERFLY (WAFER)

BALL VALVE

HB

GATE VALVE

GLOBE VALVE

PLUG VALVE

DESCRIPTION

VALVE SYMBOLSDOUBLE LINESINGLE LINE

THERMAL METER T T

BUTTERFLY (FLANGED)

PINCH VALVE

NOTE: VALVE SYMBOLSSHOWN WITH SOLID FILLDENOTES VALVE ISNORMALLY IN CLOSEDPOSITION.

ACTUATOR SYMBOL

INVERT ELEVATION(UNLESS NOTED OTHERWISE)

INVERT ELEVATION(UNLESS NOTED OTHERWISE)

DESCRIPTION SINGLE LINE DOUBLE LINE

PIPE SYMBOLS

NEW PIPE BURIED

EXISTING PIPE BURIED

PIPE SUPPORT DESIGNATION

TXXS PIPE SUPPORT DESIGNATION(TYPE XX SUPPORT) SEE PIPESUPPORT DETAILS FORSPECIFIC REQUIREMENTS

UTILITY STATION(LETTER DESIGNATES TYPE) E

1. INFORMATION PROVIDED ON THIS SHEET ARE MINIMUMREQUIREMENTS. REFER TO THE SPECIFICATION SECTION 15050 FORADDITIONAL REQUIREMENTS.

2. ALL PIPE JOINTS SHALL BE RESTRAINED UNLESS OTHERWISENOTED.

3. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TOADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED.TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME ASSHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.

4. APPROPRIATE PIPE PENETRATION DETAILS SHALL BE USED.

5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERSSHALL BE PROVIDED WITH THRUST TIES, BLOCKS, OR ANCHORS,UNLESS OTHERWISE NOTED. THRUST PROTECTION SHALL BEADEQUATE FOR TEST PRESSURES SPECIFIED.

6. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS AREONLY APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TOFACILITATE CONVENIENT REMOVAL OF VALVES AND MECHANICALEQUIPMENT.

7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANDPERFORMING THE CONNECTION OF THE PIPING AND ASSOCIATEDAPPURTENANCES INSTALLED UNDER THIS CONTRACT TO THEEXISTING PIPING AND FACILITIES, AND TO THE WORK OF OTHERCONTRACTORS.

8. PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THATIS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, THECONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR STRUCTURETO VERIFY ITS EXACT LOCATION, SIZE, MATERIALS, AND INVERTELEVATIONS.

9. ALL PIPING IS TO BE PAINTED AND LABELED UNLESS NOTEDOTHERWISE. LABELING SHALL INCLUDE FLOW DIRECTION ARROWAND PIPE USE.

10. ALL PIPING UNDER STRUCTURES TO BE CONCRETE ENCASEDUNLESS NOTED OTHERWISE.

GENERAL MECHANICAL PIPING NOTES

CW

GS

LW

MECHANICALPIPING SYMBOLS

M-001

1976019.00-M-001.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Mec

hani

cal-P

roce

ss\1

9760

19.0

0-M

-001

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


DO NOT DRINK

NOTICE

NOTE:

1"

3/4"

1 1/2"

2 1/2"

3/16TYP

11" 9"

90°

NOTES:

1'-4"

NOTE:

2'-8

"

12"

4"

#4 @ 12" 4-#4

18"

YARD HYDRANT(FREEZELESS)WOODFORD-IOWAMODEL YI OR EQUAL

WATERSUPPLY, SEEMECH DWGSFOR SIZE ANDLOCATION

FLANGE W/SETSCREWS

4" HIGH CONCCURB

PROVIDE 8 CU FEETOF 1 1/2" MIN DRAINGRAVEL FORWEEP DRAIN

PLU

S 6"

FREE

ZED

EPTH

PROVIDE POST MOUNTED HOSE RACK, SEE DETAIL3/M-002. INSTALL ISOLATING VALVE WITH EXTENSIONSTEM AND VALVE BOX WITH COVER MARKED "WATER."

CONCRETE BASE, MINIMUM 3'-0"LONG, OR AS SPECIFIED.TOOLED FINISH OR 3/4"CHAMFER ALL AROUND

FINISHEDGRADE

WARNING SIGN SHALL HAVE WHITE LETTERING ON RED BACKGROUND.MATERIALS IN ACCORDANCE WITH SPECIFICATION SECTION 10400.

(2) 9/16" DIA HOLES FOR1/2" DIA BOLTS AND NUTS(GALV) FOR POST MOUNT

C3 x 5.0 POST x 4'-0" LONG,WITH 8"x8"x1/4" BASE SETON 1/2" GROUT

(4) 1/2" DIA, 316 SSANCHOR BOLTS. EMBED 3"

WARNING SIGN, SEEDETAIL 2/M-002, ATTACHWITH (4) RIVETS

5"

3/4"

1"

1 1/2"

NO SCALE NO SCALE

NO SCALETYPE E UTILITY STATION

COLD WEATHER

9"

1'-4"

M-0021CONCRETE BASE DETAIL

M-0022WARNING SIGN DETAIL

VAR3POST MOUNTED HOSE RACK DETAIL

1. HOSE RACK AND MOUNTING SHALLBE WELDED CONSTRUCTION.MATERIAL MIN 3/16" STEEL PLATEHOT DIP GALVANIZED AFTERFABRICATION. ALL BOLTS AND NUTSSHALL BE GALVANIZED.

2. ROUND ALL CORNERS (3/4" RADIUS).

4" MIN

RISER EXTENDED INTO FRAMEAND COVER. SEE DETAIL 5/M-002

45° BEND

WYEHDPE FLANGEADAPTER ANDBLIND FLANGE

CLASS E CONCENCASEMENT

UNDISTURBED SOIL

CLEANOUT

NO SCALE VAR4DETAIL (EXTENDABLE)

2-#3 EW

4"

12"

2'-0" SQ

CAST IRON FRAMEAND COVER

LEAD SEAL PLUG CALKEDFERRULE CLEANOUT

PACK ANNULARSPACE WITHSEALANT

CLASS ECONCRETE PROVIDE SMOOTH

TRANSITION TO ADJACENTPAVEMENT

3"CLEAR

CLEANOUT

NO SCALE M-0025FRAME AND COVER

2W WATER

7"3

1/2"

1'-1

0"

FLEXIBLE COUPLINGWITH FULL-WIDTHSTAINLESS STEELSHEER BAND

HDPE, DR 17

CAST IRON

CW

GS

LW

STANDARD DETAILS

M-002

1976019.00-M-002.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Mec

hani

cal-P

roce

ss\1

9760

19.0

0-M

-002

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


TIT3221

TIT3211

TIT3212

TIT3121

TIT3122

TIT3111

TIT3113

TE3052

TIT3223

TIT3213

TIT3123

TIT3112

TIT3222

TE30521

60'-0"

24'-0

"

COMPOSTSUPPLY FAN

COMPOST EXHAUST FANWW1-016B0201

FUTUREEXPANSION

AERATION TRENCH (TYP)

43'-0

"

30'-0"(TYP ZONE WIDTH)

130'-0"

16" AA/FA(ZONE PLENUM) 24" AA (SUPPLY PLENUM)

ECO BLOCK WALL (TYP)

24" FA (EXHAUSTPLENUM)

MANHOLE

4" D

ZONE 1-1 ZONE 1-2 ZONE 2-1 ZONE 2-2

CONCRETE APRON

8'-1

0 1/

4"

AM-302

AM-302

BM-302

BM-302

CM-303

CM-303

CONCRETE REARPUSH WALL,SEE STRUCTURAL

B

A

1 2 3 4 5

FUTUREBIOFILTER

BIOFILTER

10" SD

10" SD12" SD

WW1-016B0101

24"x20" RED

COOLING AIR DAMPERWW1-016FV6001

(BELOW)

WW1-016FV6211

WW1-016FV6212

WW1-016FV6221

WW1-016FV6222 (BELOW)(BELOW) (BELOW)

24" AA, (24" FA BELOW)

20" AA,(20" FA BELOW)

4" D

4" SD

CO

3" 2W3" 2W

PHASE 1SECONDARY ZONES

6" AA/FA, TYP

WW1-016FV6111

WW1-016FV6112

WW1-016FV6121

WW1-016FV6122

2" 2W LATERAL

SPRINKLER HEAD TYP(3) EA 2" 2W LATERAL

PHASE 1PRIMARY ZONES

ASPHALT CONCRETEPAVEMENT BIOFILTER PAD

25'-6"

CATCH BASIN, SEE CIVIL

2" 2W LATERAL2" 2W LATERAL2" 2W LATERAL

2" 2W LATERAL

FA HDPELATERALS AT30" OC, TYP

E E

1

1

3" 2W 1

2

3

2" 2W

2" 2W

(E) POWER VAULT

(E) 6" 3W

(E) ELECTRICAL DUCT BANK

9

6

6 6 6

6

6

2" 2W6

DRAIN SUMP

EXTENDABLECLEANOUT, SEEDETAIL 4/M-002

ECO BLOCK WALL

24" FA TEE

3" 2W

BOLLARD (TYP)

8

1

7

5

4

5'-0"10'-3"

9

9

(ZO

NE

LEN

GTH

)

8

2" 2W

E

6'-6

"

DUCTSUPPORTS,TYP

9

9

TYP

4'-7

"

DUCTSUPPORTS, TYP

5'-3"

WW1-016SV6011

8

8

2" 2W 8

WW1-016SV6111

WW1-016SV6112 WW1-016SV6121

WW1-016SV6122

WW1-016SV6211

WW1-016SV6212 WW1-016SV6221

WW1-016SV6222

1

E

12'-0"

2'-6

"

2'-6"

6

11 11

2'-6"

1010

WASHDOWN PUMP

2" 2W

WW1-016P0011

TO AMENDMENTSTORAGE BUILDING

FROM (E) DEWATERINGBUILDING

12

8

2" 2W

2" 2W

CW

GS

LW

COMPOSTING BUILDING PLAN

M-301

1976019.00-M-301.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Mec

hani

cal-P

roce

ss\1

9760

19.0

0-M

-301


1/8"=1'-0"

0 5 10

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


1

NOTES:FOR CONTINUATION, SEE YARD PIPING PLAN, SHEET C-121.

ECS PROCESS CONTROL SERVER, SEE SHEET E-301.

ECS COMMUNICATION NODE, SEE SHEET E-301.

POWER PANEL NO. 3 AND LIGHTING CONTROL PANEL, SEESHEET E-301.

TRANSFORMER, SEE SHEET E-301.

HEAT TRACE AND INSULATE 2W PIPING. SEESPECIFICATION SECTION 15080. NUMBER OF SPRINKLERSAND LAYOUT PROVIDED BY CASP SYSTEM MANUFACTURER.

BOLLARD, SEE DETAIL 8/C002.

CAP FOR FUTURE CONNECTION.

PROVIDED BY CASP SYSTEM MANUFACTURER.

MAINTAIN 5' CLEARANCE BETWEEN BIOFILTER LATERALSAND ECOBLOCK WALLS.

RECEPTACLE FOR MOBILE MIXER AND CONVEYOR, SEESHEET E301. MIXER AND CONVEYOR PROVIDED BYCONTRACTOR PER SECTION 11350.

WASHDOWN PUMP TO SERVE UTILITY STATIONS ATCOMPOST AND AMENDMENT STORAGE BUILDING.

2

3

4

5

6

7

8

9

10

11

12

ECO BLOCK WALL

AB

CONCRETE REAR PUSH WALL

3'-0

"5'

-8"

AERATION TRENCH

3" 2W 24" AA(SUPPLY PLENUM)

24" FA(EXHAUST PLENUM)

COMPOST SUPPLY FANWW1-016B0101


16" AA/FA(ZONEPLENUM)

4" D

EL 200.92'

16" AA/FA

AERATIONTEE, TYP

DUCT SUPPORTS, TYP 10' OC MAX

SPRINKLER HEAD 2" 2W

6" AA/FA FLEXIBLECONNECTION

24" FA (EXHAUSTPLENUM) TO BIOFILTER

24" FA, PROVIDE BLINDFLANGE FOR CONNECTIONTO FUTURE BIOFILTER

6" SD2" 2W1

1

1

2" 2W

EL 201.00'

EL 200.92'

EL 201.00'

EL 201.16'

ECO BLOCK WALL

2" 2W

CONCRETE REAR PUSH WALL

3" 2W

24"x 20" REDUCER

WW1-016FV6121

WW1-016FV6122

WW1-016FV6211

WW1-016FV621220" AA

20" FA

4" D10" SD,IE 196.65'

16" AA/FA (ZONE 2-1 PLENUM) 16" AA/FA (ZONE 1-2 PLENUM)

DUCT SUPPORTS, TYP 10' OC MAX

W

CATCH BASIN,SEE CIVIL

EL 200.50

2" 2W

1

4" D, IE 194.04'

2" 2W

24" AA(SUPPLY PLENUM)

24" FA(EXHAUSTPLENUM)

16" AA/FA(ZONE 2-2 PLENUM)

WW1-016FV6221

WW1-016FV6222

AERATION TEE, TYP

DRAIN SUMP,SEE CIVIL

WW1-016FV6001COOLING AIR DAMPER

EL 201.00'

2" 2W

6" AA/FA FLEXIBLECONNECTION, TYP

4" SD, IE 195.10'

4" D1

2" 2W

3" 2W

3" 2W

WW1-016FV6111

WW1-016FV6112

PROVIDE BLINDFLANGE FOR FUTURECONNECTION

4" D,IE 194.67'

SEE PLAN VIEW,SHEET M301 FORCONTINUATION

CAP 3" 2W

16" AA/FA (ZONE 1-1 PLENUM)

2" 2W

CAP 2" 2W

CW

GS

LWADDENDUM 1 03/16/21 DCD

COMPOSTING BUILDINGSECTIONS 1

M-302

1976019.00-M-302.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Mec

hani

cal-P

roce

ss\1

9760

19.0

0-M

-302

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


M-301

ASECTION

1/4"=1'-0"

30 6

M-301

BSECTION

1/4"=1'-0"

30 6

1

NOTES:PROVIDED BY CASP SYSTEM MANUFACTURER.

1

1

BIOFILTER MEDIA BY OWNER

24" AA(SUPPLY PLENUM)


COMPOST SUPPLY FANWW1-016B0101



2" 2W

EL 200.92'

5'-0

"

3/4" 2W RISER TO BIOFILTERIRRIGATION SPRINKLERS

Y STRAINER

2" 2W

WW1-016SV6011

ECO BLOCK WALL

ECO BLOCK WALL

CW

GS

LW

COMPOSTING BUILDINGSECTIONS 2

M-303

1976019.00-M-303.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Mec

hani

cal-P

roce

ss\1

9760

19.0

0-M

-303

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


M-301

CSECTION

1/4"=1'-0"

30 6

ROTAMETER WITH INTEGRAL VALVE

LINES

FLOW PRIMARY ELEMENTS

THERMAL MASS FLOWMETER

POSITIVE DISPLACEMENT TYPE

PRIMARY ELEMENTTURBINE OR PROPELLER-TYPE

ROTAMETER

WEIR

FLUME

AVERAGING PITOT TUBE

VENTURI TUBE

SINGLE PORT PITOTTUBE OR PITOT-VENTURI TUBE

ORIFICE PLATE

FH - T -

FILLED SYSTEM, DIAPHRAGM SEAL CONNECTION

RADIATION OR SONIC SENSING

TYPICAL CONNECTION

DIRECT CONNECTION TO PROCESS

TEMPERATURE ELEMENT WITH WELL

SHADING INDICATES PORT TO BE CLOSED DURINGNORMAL OPERATION. DOT INDICATES PORT TO BECLOSED DURING ALTERNATE OPERATION.

VALVE OPERATORS

IN-LINE DEVICE

MOTOR

PRESSURE BALANCEDDIAPHRAGM

AV -

DIAPHRAGM

WATER LINE

AIR VALVEFILTER

FLEXIBLE COUPLING

* F -

CYLINDER OPERATOR

SOLENOID VALVE

SOLENOID

RUBBER EXPANSION JOINT

DRAIN

PURGE

THERMOMETER WELL

FIRE HYDRANTTRAP

PINCH VALVE

VALVES

WELDED CAP

DIAPHRAGM SEAL

EQUIPMENT

FLANGED COUPLING ADAPTER

REDUCER

BLIND FLANGE

Y STRAINER

SCREWED CAP

TEE

FLANGE

UNION

DIAPHRAGM VALVE

BUTTERFLY VALVE

PLUG VALVE

GLOBE VALVE

CHECK VALVE

GATE VALVE

GRAVITY FLOW

AIR DAMPER

FAN

AIR RELIEF VALVE

AIR RELEASE

HB

CALIBRATION CYLINDER

PULSATION DAMPER

SV

*

THIS IS A GENERALIZED LEGEND SHEET.

SEE ALSO ISA S5.1, S5.3 AND S7.3.

INSTRUMENTS MARKED WITH AN ASTERISK AREFURNISHED WITH THE EQUIPMENT.REFER TO ISA RP7.7 FOR INSTRUMENT AIR QUALITYSTANDARDS.

1.

2.

3.

4.

NOTES:

SONIC FLOWMETER

MAGNETIC FLOWMETER

FLOW TOTALIZING INDICATOR

TARGET TYPE SENSOR

FLOW NOZZLE

VORTEX SENSOR

HOSE BIBB CONNECTION

RUPTURE DISK, VACUUM

RUPTURE DISK, PRESSURE

MISCELLANEOUS

FLOW STRAIGHTENING VANE

PRESSURE REDUCING REGULATING VALVE,

LO = LOCKED OPENLC = LOCKED CLOSED

EXTERNAL PRESSURE TAP

PRESSURE RELIEF VALVE

CLOSED DURING NORMAL OPERATION

FC = FAIL CLOSEDFO = FAIL OPEN

4-WAY VALVE

ANGLE VALVE

3-WAY VALVE

* *

BACK PRESSURE REGULATING VALVE,SELF-CONTAINED

BALL VALVE

NEEDLE VALVE

PLUG (COCK)

SELF-CONTAINED

PRESSURE REDUCING REGULATOR WITH

M

++

P

M

XX

XX

XX

XX

XX

XX

XX

BRAIDED METAL HOSE

DUCKBILL CHECK VALVE

METAL BELLOWS

CHEMICAL PIPING FLEXIBLECONNECTION/FLEXIBLE HOSE

TO DRAWING REFERENCELINE CONTINUATION

CONNECTED

NOTCONNECTED

MAIN PROCESS

MECHANICAL

OR

ELECTRICAL

BW24"

PIPE SIZE IN INCHESPIPE SYSTEM

SECONDARY PROCESS

I-004 / ATO/FROM SYSTEM

ULTRASONIC LEVEL ELEMENT

GATE - NORMALLY CLOSED

GATE - NORMALLY OPEN

DU DRIVE UNIT

THERMOSTAT AND HEAT TRACE

ELECTROMAGNETIC OR SONIC (GUIDED)

SOFTWARE OR DATALINK

CAPILLARY TUBE

PNEUMATIC

SIGNAL

X X

L L

// //

HYDRAULIC

ANNULAR CHEMICAL SEAL

FILTER

T

S

FLAME ARRESTOR WITH THERMAL SHUT OFF VALVE

FLUSHINGCONNECTION

CHECK BALL VALVE

SIGNAL LINES THAT PASS THROUGH AREA BANDS (E.G. PLC,MCC, ETC.) DO NOT NECESSARILY IMPLY WIRING PASSINGTHROUGH THOSE ENCLOSURES.

5.

INTERLOCK. NUMBER IS THE CROSSREFERENCE TO A SPECIFICELEMENTARY DIAGRAM OR TO ASPECIFIC CONTROL STRATEGYDESCRIBED IN THE SPECS

SQUARE ROOT

D -

HYDRAULICO - H -

NONLINEAR OR

BIAS

LOW SELECTING

HIGH SELECTING

SUMMING

DIFFERENCE

INTEGRAL

PROGRAMMABLELOGIC CONTROL

FUNCTIONCOMPUTER

EXPONENTIAL

GENERAL INSTRUMENT ORFUNCTION SYMBOLS

DISCRETEINSTRUMENTS

SHARED DISPLAY,SHARED CONTROL

PRESENCE

POSITION, DIMENSIONZ

FIELD MOUNTED

(DIFFERENT VOLTAGES ARE SPECIFICALLY NOTED)

DISCRETE INPUT

DISCRETE OUTPUT

120 VAC ELECTRICAL SERVICE

INSTRUMENT AIR SUPPLY (NOTE 4)

INSTRUMENT SERVICES

PLC INPUT/OUTPUT

ANALOG INPUT

ANALOG OUTPUT

BEHIND THE PANELINACCESSIBLE OR

UNCLASSIFIED FINAL

TO OPERATORACCESSIBLE

PRIMARY LOCATION NORMALLY

ALARM

DAMPER

USER'S CHOICE

INDICATE

LIGHT

USER'S CHOICE

GLASS, VIEWING DEVICE

ORIFICE, RESTRICTION

SENSOR (PRIMARY ELEMENT)

SWITCH

RECORD

WELL PROBE

ACCESSORY DEVICES

MULTIFUNCTION

POINT (TEST) CONNECTION

J-1: IDENTIFICATION LETTERS (SEE TABLE BELOW)

MODIFIER

J-6: HANDSWITCH DESIGNATOR (SEE BELOW)

FUNCTIONOUTPUT

SUCCEEDING LETTERS

USER'S CHOICE

J-5: PANEL NUMBER

J-4: FUNCTION BLOCK (SEE TABLE BELOW)

PASSIVE FUNCTIONREADOUT OR

USER'S CHOICE

J-6

J-4,J-5

J-2J-1

--

J-4 FUNCTION BLOCK DESIGNATORS

ROOT EXTRACTION

UNSPECIFIED FUNCTION

I - P -

E -

A - B -

*PNEUMATICANALOGBINARY

VOLTAGECURRENT

DIVIDING

MULTIPLYING

DERIVATIVE

CONVERT:

RESISTANCE (ELECT)ELECTROMAGNETIC, SONIC

R - DIGITAL

OPEN-CLOSE-AUTO

HAND-OFF-REMOTE

FORWARD-REVERSE

J-6 HANDSWITCH DESIGNATORS

1-0F-R

HOA

HOR

ON-OFF

HAND-OFF-AUTO

OCA

LR

OC OPEN-CLOSE

LOCAL-REMOTE

TO OPERATORACCESSIBLE

AUXILIARY LOCATION

CONVERT

DRIVER, ACTUATOR,

CONTROL ELEMENT

INSTRUMENT SYMBOL IDENTIFIERS

J-3: VENDOR DESIGNATOR (NOTE 3)

USER'S CHOICE

MULTI VARIABLE

WEIGHT, FORCE

UNCLASSIFIED

EVENT, STATE,

VIBRATION,MECHANICAL ANALYSIS

X

Y

W

V

U

USER'S CHOICE

RADIATION

TEMPERATURE

QUANTITY

SPEED, FREQUENCY

PRESSURE, VACUUM

S

T

R

O

Q

P

X AXIS

Y AXIS

INTEGRATE, TOTALIZE

SAFETY

CURRENT (ELECTRICAL)

LEVEL

USER'S CHOICE

MOISTURE

POWER

TIME, TIME SCHEDULE

L

N

M

K

J

I

DENSITY

HAND

VOLTAGE

FLOW RATE

USER'S CHOICE

F

H

G

D

C

E

TIME RATE OF CHANGE

MOTOR, MOMENTARY

SCAN

DIFFERENTIAL

RATIO (FRACTION)

FIRST LETTER

ANALYSIS

BURNER, COMBUSTION

INITIATING VARIABLE

A

B

MEASURED OR

J-3

MODIFIER

J-2: LOOP NUMBER

MIDDLE, INTERMEDIATE

OR LOUVER

UNCLASSIFIED

VALVE, DAMPER,

RELAY, COMPUTE,

TRANSMIT

MULTIFUNCTION

UNCLASSIFIED

MULTIFUNCTION

OPEN

CONTROL STATION

USER'S CHOICE

CONTROL

LOW

USER'S CHOICE

CLOSED

HIGH

F(X)

nx

n

* *

A/M AUTO-MANUAL

--

--

--

--

--

--

--

X

X

X

X

X

X

X

X

XX

XX

XX

XX

AS

ES

INTEGRATE, TOTALIZE

RUN

STOP

UNCLASSIFIED

Z AXIS, SAFETYINSTRUMENTEDSYSTEM

XXXXXXXXXXXX

EQUIPMENT IDENTIFICATION

EQUIPMENT ASSET NUMBER

XXXXXXX

XXX-XXXXXXXX

M MOTOR

ETHERNETE E

FIBER OPTICFO FO

EXISTING ETHERNETE E

PUMP

CW

GS

JRM

P & IDLEGEND

I-001

1976019.00-I-001.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Inst

rum

enta

tion\

1976

019.

00-I-

001

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


E E E E

PLC - AB CONTROLLOGIX

E

E

E E E E E E E E E E E E E E E

(E)MCC-10B

E

(E) SCREW PRESS 1 CONTROLPANEL, WW1-015LCP1141


E

E


E

(E)MCC-10A

(E) SCREW PRESS 2 CONTROLPANEL, WW1-015LCP1142

VFD VFD

E E

VFD VFD


E

AB STRATIXE

EE

I/O CONTROLLOGIXFO

FO

FO

FO

FO FO FO

FOFO

FO

FO

E E E E

E

E E

E

E E E

E E

EE

E

E

EE

E

EE

EE

E E

(E) SCADA HMIWORKSTATION

(BIOSOLIDS)

(E) CAT5(E) CAT5

(E) CAT5

(E) CAT5 (E) CAT5

(E) UPS

(E) UPS

(E) CITY ITWORKSTATION

(E) ACTIVE FACTORYREPORTING NODE

(BIOSOLIDS)

(E) LOCALIT

SWITCH

(E) LOCALSCADASWITCH (E) FPP

(24 PAIRS)

E E E

E

(E) CONTROL BLDGPATCH PANELWW1-PP-CP01

FO

FOFO

FOFO

FO

FO FO

(E) SCADA HMIWORKSTATION

(LAB)

(E) FACTORY FOCUSWORKSTATION

(E) ACTIVE FACTORYREPORTING NODE

OPERATIONS BUILDING

(E) CAT5

(E) CAT5

(E) CAT5

(E) VINE ST WT1SCADA WAN

SMFOSMFO

(E) A-M WT2SCADA WAN

(E) SCADA SWITCH #1(E) WORKSTATION 1 (E) WORKSTATION 2 (E) WORKSTATION 3

FO FO FO FO FO FO FO FO

FOFO

FOFO

FOFO

CONTROL BUILDING

MMFO

HMI HMI

PROCESSCONTROL SERVER

WW1-016CP0001FO FO FO

FIBER OPTICCOMMUNICATIONS

NODE

CAT 6 MODBUS TCP/IP

PATCH PANEL

AT DEWATERING BUILDING

AT DEWATERING BUILDING(E) BIOSOLIDS MCC ROOM(E) PLANT CONTROL PANEL

WW1-015VLRCP01

WW1-015BIOCP01

(E) BIOSOLIDS NETWORK PANELAT DEWATERING BUILDING

(E) GRINDER LOCALCONTROL PANEL,

WWP-DIG1-LCP-0001

NOT NETWORKED

(E) CONVEYOR BAY NO. 2LOCAL CONTROL PANEL,

WWP-CSF-LCP-0002

NOT NETWORKED

E300

E300

E

E E

AT DEWATERINGBUILDING

FO FO FO FO FO

FO FO FO FO FO

FO FO FO

FO

COMPOSTING RIO(OFCI)

WW1-061RIO6001

PROSOFTMODBUS TCP / IPTO ETHERNET TCP / IP CONVERTERPROVIDED BY OWNER

EE

EE

EE

EE

EE

EE

PATCH PANEL

WW1-016NET0001

SLS

JL

JRM

NETWORK BLOCK DIAGRAM

I-004

1976019.00-I-004.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Inst

rum

enta

tion\

1976

019.

00-I-

004

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


(E) SCADA /HMI

(E) PLANTCONTROL PANEL

(E) MCC-10A

FIELD

FROM NON-POTABLE(2W) SYSTEM

3" 2W

RAW COMPOST MIXTUREFROM MIXER

(VIA WHEEL LOADER)

PRIMARY COMPOSTINGZONE 1-1

COMPOST SUPPLY FAN

M

P I T3001

24" AA

3" 2W

2" 2W

MM

4" D

AA

TE3111B

4" D

WW1-016B0101

WW1-016FV6111WW1-016FV6112

NOTE: UNLESS OTHERWISE NOTED,INSTRUMENT NUMBERS ON THISDRAWING HAVE A PREFIX OF WW1-016.

24" AA

PI3001

PI3001

PRESS

ZT6111

ZT6111

POSITION

16" AA/FA

GENERAL NOTES:

1. SIGNALS FROM THE FIELD SHOWN PASSING THROUGH LOCALCONTROL PANEL AND/OR (E) MCCs WITHOUT A SYMBOL INTHEM PHYSICALLY CONNECT TO THE CONTROL PANEL, BUTDO NOT PHYSICALLY PASS THROUGH LOCAL CONTROLPANEL AND/OR (E) MCCs.

SI0101

MOTORSPEED

YI0101A

INAUTO

YA0101

FAIL

YI0101B

RUN

TAH3011

MOTORTEMP

YI0101C

INHAND

TAH3011

YI0101C

SI0101

YI0101A

YA0101

YI0101B

YC0101

SC0101

YC0101

SC0101

FANCALL

SPEEDCONTROL

HS0101A

HS0101A

PLCRESET

S WW1-016SV6111 S

WW1-016SV6112

2" 2

W

WW1-015BIOCP01

E

4-20

mA

480

VAC

24 VDC

WW1-016NET6001

FOFO

FOPATCH PANEL

COMMUNICATIONSNODE

(E) NETWORK CABINET

WW1-015LVRCP01

2" 2

W

M 240VACTO UTILITY STATIONS

2" 2W

WASHDOWN PUMP

WW1-016P0011

ZT6111

24 VDCZT

6112

TE3111A

TE3112B

TE3112A

TE3113B

TE3113A

YSC6111

YVO6111

TI3111A

TI3111B

TI3112A

TI3112B

TI3113A

TI3113B

YVO6112

YSC6112

ZT6112

YSC6111

SPEED

YVO6111

YTI3111A

OPEN/CLOSE

DAMPER

YTI3111B

YTI3112A

YTI3112B

YTI3113A

YTI3113B

OPEN/CLOSE

YVO6112

YSC6112

SPEED

ZT6112

POSITION

DAMPERSOLENOID SOLENOID

TEMPERATURE

ZONE 1-1

COMPOSTING RIO (OFCI)

WW1-016RIO6001

JB-3101 TIT3111

TIT3112

TIT3113

4-20

mA

4-20

mA

24 V

DC

4-20

mA

4-20

mA

4-20

mA

4-20

mA

4-20

mA

4-20

mA

24 V

DC


24"x20"

24" FA

MM

4" D

AA

TE3121B

4" D

WW1-016FV6121WW1-016FV6122

20" AA

ZT6121

ZT6121

16" AA/FA

S WW1-016SV6121 S

WW1-016SV6122

24 VDCZT6121

24 VDCZT

6122

TE3121A

TE3122B

TE3122A

TE3123B

TE3123A

YSC6121

YVO6121

TI3121A

TI3121B

TI3122A

TI3122B

TI3123A

TI3123B

YVO6122

YSC6122

ZT6122

YSC6121

YVO6121

YTI3121A

OPEN/CLOSE

DAMPER

YTI3121B

YTI3122A

YTI3122B

YTI3123A

YTI3123B

OPEN/CLOSE

YVO6122

YSC6122

ZT6122

DAMPERSOLENOID SOLENOID

TEMPERATURE

ZONE 1-2

JB-3102 TIT3121

TIT3122

TIT3123

24 V

DC

4-20

mA

4-20

mA

4-20

mA

4-20

mA

4-20

mA

4-20

mA

24 V

DC

I-016 / A

I-016 / C

I-016 / D

I-016 / E

I-016 / F

CONTINUEDON I-016

WW1-016CP6001


TOPRIMARYCOMPOSTINGZONES 2-1, 2-2

JB-3104

TSH3011

120

VAC

3" 2W

VFD

HS0101B

HOA

MLF0101 A

MLR0101 R

HS0101A

RESET

2" 2W

I-016 / B

4-20

mA

4-20

mA

4-20

mA

4-20

mA

4-20

mA

4-20

mA

POSITION SPEED SPEED POSITION

124 VDC 124 VDC

CLW/SLS

GS/JL

JRM1 ADDENDUM 1 03/16/21 SLS

P & IDCOMPOSTING 1

I-015

1976019.00-I-015.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Inst

rum

enta

tion\

1976

019.

00-I-

015

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


COMPOST PRODUCT(VIA WHEEL LOADER)

TO COMPOSTSCREEN &STORAGE

(E) PLANTCONTROL PANEL

COMPOST EXHAUST FAN

P I T3031

FA

BIOFILTER

P I T3021

S

M TO PLANTDRAIN

10" SD

4" D

WW1-016SV6011

WW1-016B0201

PI3031

PI3031

PRESS

PI3021

PI3021

PRESS

YVO6011

YVO6011

VALVEOPEN

HS0201A

HS0201A

PLCRESET

SI0201

MOTORSPEED

YI0201A

INAUTO

YA0201

FAIL

YI0201B

RUN

TAH3041

MOTORTEMP

YI0201C

INHAND

YC0201

FANCALL

SC0201

SPEEDCONTROL

TAH3041

YI0201C

SI0201

YI0201A

YA0201

YI0201B

YC0201

SC0201

TI3051

TI3051

TEMP

TI3052

TI3052

TEMP

TE3051

TE3052

V6011

(E) MCC-10B

24 V

DC

WW1-015BIOCP01

4-20

mA

4-20

mA

4-20

mA

480

VAC

4-20

mA

NOTE: UNLESS OTHERWISE NOTED,INSTRUMENT NUMBERS ON THISDRAWING HAVE A PREFIX OF WW1-016.

GENERAL NOTES:

1. SIGNALS FROM THE FIELD SHOWN PASSING THROUGH LOCAL CONTROLPANEL AND/OR (E) MCCs WITHOUT A SYMBOL IN THEM PHYSICALLYCONNECT TO THE CONTROL PANEL, BUT DO NOT PHYSICALLY PASSTHROUGH LOCAL CONTROL PANEL AND/OR (E) MCCs.

I-015 / F

(E) SCADA /HMI


MM

4" D

AA

TE3211B

4" D

WW1-016FV6211WW1-016FV6212

20" AA

16" AA/FA

S WW1-016SV6211 S

WW1-016SV6212

24 VDCZT6211

24 VDCZT

6212

TE3211A

TE3212B

TE3212A

TE3213B

TE3213A

YVO6211

TI3211A

TI3211B

TI3212A

TI3212B

TI3213A

TI3213B

YVO6212

YVO6211

YTI3211A

OPEN/CLOSE

YTI3211B

YTI3212A

YTI3212B

YTI3213A

YTI3213B

OPEN/CLOSE

YVO6212

SOLENOID SOLENOIDTEMPERATURE

ZONE 2-1

JB-3103 TIT3211

TIT3212

TIT3213

4-20

mA

24 V

DC

4-20

mA

4-20

mA

4-20

mA

4-20

mA

4-20

mA

4-20

mA

24 V

DC

I-015 / A

I-015 / B

I-015 / C

I-015 / D

I-015 / E

CONTINUEDFROM I-015


MM

4" D

AA

TE3221B

4" D

WW1-016FV6221WW1-016FV6222

16" AA/FA

S WW1-016SV6221 S

WW1-016SV6222

24 VDCZT6221

24 VDCZT

6222

TE3221A

TE3222B

TE3222A

TE3223B

TE3223A

YVO6221

TI3221A

TI3221B

TI3222A

TI3222B

TI3223A

TI3223B

YVO6222

YVO6221

YTI3221A

OPEN/CLOSE

YTI3221B

YTI3222A

YTI3222B

YTI3223A

YTI3223B

OPEN/CLOSE

YVO6222

SOLENOID SOLENOIDTEMPERATURE

ZONE 2-2

JB-3104 TIT3221

TIT3222

TIT3223

24 V

DC

4-20

mA

4-20

mA

4-20

mA

4-20

mA

4-20

mA

4-20

mA

24 V

DC

JB-3105 TIT3051

TIT3052

ZT6001

ZT6001

POSITION

YSC6001

YSC6001

SPEED

4-20

ma

COOLING AIR DAMPER

FROMPRIMARYCOMPOSTINGZONES 1-1, 1-2

24" FA

4" D

20" AA

2" 2W

VFD

E

HS0201B

HOA

MLF0201 A

MLR0201 R

HS0201A

RESET

TSH3041

120

VAC

24" FA

2" 2W

4-20

ma

ZT6211

ZT6211

POSITION

YC6211

YSC6211

SPEED

DAMPER


WW1-016RIO6001

4-20

mA

YSC6212

ZT6212

YSC6212

SPEED

ZT6212

POSITION

DAMPER

4-20

mA

4-20

mA

4-20

mA

ZT6221

ZT6221

POSITION

YC6221

YSC6221

SPEED

DAMPER

4-20

mA

YSC6222

ZT6222

YSC6222

SPEED

ZT6222

POSITION

DAMPER

4-20

mA

4-20

mA

WW1-016FV6001

M

COOLING AIR DAMPERWW1-016FV6001

24 VDC

ZT6001

124 VDC 124 VDC

124 VDC

CLW/SLS

GS/JL


P & IDCOMPOSTING 2

I-016

1976019.00-I-016.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Inst

rum

enta

tion\

1976

019.

00-I-

016

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


DISTR

MANUFACTURER

MOTOR CONTROL CENTER

MANHOLE

MOTOR OPERATED VALVE

MISCELLANEOUS

NORMALLY CLOSED

MOTOR STARTER

MOUNTINGMOUNTED

MANUFACTURER'S ASSOC.

NOT IN CONTRACT

NOT TO SCALE

NATIONAL ELECTRICAL

P2.

MOTOR CIRCUIT PROTECTOR

NORMALLY OPEN, NUMBER

MANUAL TRANSFER SWITCH

NATIONAL ELECTRICAL CODE

THIS IS A GENERALIZED LEGEND SHEET.THIS CONTRACT MAY NOT USE ALLINFORMATION SHOWN.

NOTIFY THE ENGINEER IMMEDIATELY IFCONFLICTS IN EQUIPMENT LOCATIONSARE DISCOVERED OR IF PROBLEMS ARISEDUE TO FIELD CONDITIONS, LACK OFINFORMATION OR ANY OTHER REASON. NOPAYMENT WILL BE MADE FOR CHANGESWHICH HAVE NOT BEEN FAVORABLYREVIEWED BY THE ENGINEER.

THESE DRAWINGS ARE DIAGRAMMATIC ONLY;EXACT LOCATIONS OF ELECTRICALEQUIPMENT SHALL BE DETERMINED IN THEFIELD BY THE ENGINEER. THE INSTALLATIONOF ALL EQUIPMENT SHOWN ON THESEDRAWINGS OR DESCRIBED IN THESPECIFICATIONS SHALL CONFORM TO THEREQUIREMENTS SET FORTH IN THE LATESTEDITIONS OF ALL APPLICABLE CODES ANDUTILITY COMPANY STANDARDS. CONTACTTHE UTILITY COMPANY REPRESENTATIVESAND VERIFY THEIR REQUIREMENTS.

CONDUIT SIZE AND FILL SHALL BE ASINDICATED. WHERE NO SIZE IS SHOWN, THECONDUIT SHALL BE SIZED IN ACCORDANCEWITH THE EDITION OF THE NATIONALELECTRICAL CODE ADOPTED BY THEAUTHORITY HAVING CODE ENFORCEMENTJURISDICTION. WHERE NO FILL ISINDICATED, THE FILL SHALL BE 2#12.PROVIDE 3/16 INCH NYLON PULL ROPE INEACH EMPTY CONDUIT.

PLAN NOTES:P1.

ELAPSED TIME METERETM FIRE ALARM CONTROL PANEL

GENERAL NOTES:

G1.

FACPFDR FEEDER

G3.

G2.

NTS

NIC NO

DISTRIBUTION PANELDOUBLE POLE, DOUBLE THROWDOUBLE POLE, SINGLE THROW

ELECTRICAL HANDHOLE

ELECTRIC, ELECTRICAL

EHH

EQ EQPT

EFFLENCLEMERGELEM ELEC EL, ELEV

EFFLUENTENCLOSURE

EQUIPMENT EQUAL

ELEVATION

ELEMENTARYEMERGENCY

EA EF

DWG (E)

DPDPDT DPST

DN

DRAWINGEXISTING

EXHAUST FANEACH

DISTRIBUTIONDOWN

NC

NEMA

NEUT

NEC

NEUTRAL

MTS (N)

MTD MTG

NEW

MH

MOV MS

MIN MISC

MINIMUM

MFR MCP

MAX

MCC

MAXIMUM

LOWER CASE LETTERS ADJACENT TO ASWITCH OR LIGHT FIXTURE INDICATE ASWITCHED CIRCUIT. FOR FOUR LAMPFIXTURES WIRED IN PAIRS WITHIN EACHFIXTURE, THE "a" SWITCH CONTROLS THEOUTER LAMPS AND THE "b" SWITCHCONTROLS THE INNER LAMPS; WIRE 3LAMP FIXTURES SIMILARLY.

P3.

WATERTIGHT

TRANSFORMERWATER TREATMENT PLANT

INFORMATION SHOWN MAY NOT BE ALLINCLUSIVE. SEE ALSO ANSI C37.2, Y1.1,Y32.2, AND Y32.9.

VERIFY ALL COLOR REQUIREMENTSBEFORE ORDERING MATERIALS.

REFER TO THE MECHANICAL DRAWINGS FORCERTAIN CONTROL DIAGRAMS AND EXACTLOCATIONS OF MECHANICAL EQUIPMENTAND FOR CERTAIN CONNECTIONS TO BEMADE TO ELECTRICAL CIRCUITS.

G6.

G5.

G4.

XFMR

WT WTP

TEMPERATURETELEPHONE

UNDERGROUNDUNIT HEATERULTRA VIOLET

TYPICAL

VOLT-AMPERES

VAR-HOUR

WIRE, WATTS

VERTICAL

VOLTS

TWISTED SHIELDED PAIR

WATTHOUR METER

VOLT AMPERES REACTIVE

VOLTMETER SWITCH

VARIABLE FREQUENCY DRIVE (AC)

WEATHER RESISTANTWATTHOUR DEMAND METER

VS

WHDM WR

W WHM

VERT VH

VAR VFD

UG

UV

VA V

UH

TEMP TSP

TYP

TEL

FA

T

FLUORESCENT

FEET, FOOTFREQUENCY

GALVANIZED

FORWARD

GENERATOR

HYDROGEN PEROXIDE

HAND-OFF-REMOTE

HORSEPOWERHORIZONTAL

HANDHOLE

HAND-OFF-AUTOMATIC

HIGH VOLTAGE

INPUT/OUTPUT

INCANDESCENTINDICATING LIGHT

KILOVOLTS

KILOAMPERES

KILOVOLT AMPERES

LIGHTING PANEL

KILOWATT HOURSKILOWATTS

JUNCTION BOX

GALVANIZED RIGID STEEL

ABBREVIATIONS

KILOVOLT AMPERES REACTIVE

THOUSANDS OF CIRCULAR MILS

INSTRUMENT, INSTRUMENTATION

HERTZ (CYCLES PER SECOND)

FULL VOLTAGE, NON REVERSING

HUMAN MACHINE INTERFACE

GROUND FAULT INTERRUPTER

FULL VOLTAGE, REVERSING

LOCAL CONTROL PANEL

MILLIAMPERES

COMMUNICATION HANDHOLE

COMMUNICATION MANHOLE

CONTROL POWER TRANSFORMERCONTINUED, CONTINUATION

CURRENT TRANSFORMERCWP

DISC DIAG DIA DC

CS CT

CR CP

COLD WATER PIPE

DIAGRAM

DIRECT CURRENT

DISCONNECT

DIAMETER

CONTROL SWITCHCONTROL RELAYCONTROL PANEL

CO

CPT CONT

COMM COND

CMH CKT

CHH CL

CONDUIT ONLY

CONDUCTORCOMMUNICATION

CHLORINECIRCUIT

LT(S)(M)mA

LTG LIGHT(S)MODIFIED

LIGHTINGLP

LCPKWH KW

KV

KVARH KVAR KVA

HOURS

KCMIL KA

I/O JB

AUTO/MANUAL CONTROLLER

CIRCUIT BREAKER AUX. CONTACT,AMERICAN WIRE GAGE

CLOSED WHEN BREAKER IS OPEN

AUTOMATIC TRANSFER SWITCH

CONDUIT, CONTACTOR

CONTROL CABLE, CLOSING COIL

BARE COPPER GROUND

C

CC CB

CAB CAP

BLDG BCG

b

CABINET

CIRCUIT BREAKERCAPACITOR

BUILDING

AT

AWG AUX AUTO ATS

APPROX AS

A/MANN

AMMETER TRIP

AUTOMATICAUXILIARY

APPROXIMATEANNUNCIATOR

AMMETER SWITCH

HV

IND LT INCAND INSTR

HZ

HTR

HORIZ HP

HEATER

H O

HMI

HOR HOA

22HH

GND GRS

GEN GFI

GROUND

CIRCUIT BREAKER AUX. CONTACT,

AMMETER, AMPERESALTERNATING CURRENTANALOG TO DIGITAL

CLOSED WHEN BREAKER IS CLOSED

AMPERES INTERRUPTING CAPACITYABOVE FINISHED FLOOR

AIC

ALT AL

AFF

ADJ AF

A/D AC

ALUMINUMALTERNATOR

ADJUSTABLEAMPERE FRAME

a

A

FVNR

FWD

GALV GA

FVR

GAUGE

(F)FU

FREQ FT

FUSEFUTURE

FLUOR

PLC PROGRAMMABLE LOGIC

3/4"C-3#12

RECTIFIERSMOKE DETECTOR

SECTIONSUPPLY FAN

SHEET

SPECIFICATIONS

SIGNAL

SWITCH

SYNCHRONIZINGSWITCHGEARSWITCHBOARD

SURGE PROTECTIVE DEVICE

SECONDS, SECONDARY

SINGLE POLE, DOUBLE THROW

TERMINAL BLOCK

STAINLESS STEEL, SOLID STATE

SIGNAL HANDHOLE

TELEPHONE CABINET

SWBD SWGR SYNC TBTC

SPDT SPD

SW SS

SF

SPECS

SIG

SHHSHT

SECT SEC SD

PANELCONTROLLER

PANELBOARD

RELOCATERELOCATEDRECEPTACLE

POWER

ROOMREQUIRED

RESET TIMER

PRESSURE SWITCH

SILICON CONTROLLED

REVOLUTIONS PER MINUTE

POLYVINYL CHLORIDE

REPEAT CYCLE TIMER

POUNDS PER SQUARE INCH

PRIMARY

RT SCR

RM RPM

RCPT (RLD)

REQD RCT

PS

PWR (RL)

PVC PSI

PNLBD PRI

PNL

PHOTOELECTRIC

PHASE

POWER FACTORPHOTOELECTRIC CELL

PULLBOX, PUSHBUTTON

POWER FACTOR RELAY

POSITIVE DISPLACEMENT

PH

PF PFR

PEPEC

PB PD

PLAN SYMBOLS

OH

ELEMENTARY DIAGRAM SYMBOLS

TRANSIENT VOLTAGETVSSSURGE SUPPRESSOR

FINISHED FLOORFFFLEX FLEXIBLE OWNER FURNISHED,

THERMAL OVERLOAD RELAY

OFCI

OL

CONDUIT AND WIRE LAYOUT FOR LIGHTINGAND RECEPTACLES NOT SHOWN. PROVIDEPER NEC.

DELAYED

ELEMENTARY DIAGRAMS

NAMEPLATE INSCRIPTIONS.

NUMBERS AND LETTERS IDENTIFY DEVICE.

DEVICE. ANY ADDITIONAL NAMEPLATES ARE

LIGHT, SELECTOR SWITCH, ETC. INDICATE THE

"NORMAL" STATUS OF SWITCHES OR CONTACTS IS

LEGEND PLATE REQUIREMENT FOR THAT PARTICULAR

INDICATED ON ELEVATIONS WITH THE REQUIRED

UNDERLINED WORDS SHOWN AT A PUSHBUTTON,

E3

E2THE SHELF POSITION.

E1

CLOSED INSTANTANEOUS

*

**

OPEN TO

CLOSE ON REACHING LIMIT

CLOSE ON LEAVING LIMIT

TIMED CONTACTS

CLOSED

DELAYED

INSTANTANEOUS

INSTANTANEOUS

LIMIT SWITCHES

NORMALSYMBOL

CLOSED

OPEN

OPEN

CLOSED TO

DELAYED

DELAYED

INSTANTANEOUS

OPEN

SENSING SWITCHES

RISING

CLOSE ON

FALLING

TEMPERATURE

PRESSURE

LEVEL

SENSED VARIABLE

FLOW

ON THE OTHER DIAGRAM

IF OMITTED, THEN THE SPEC.

NORMALLY CLOSED CONTACT

SPARE CONTACTS APPLY.REQUIREMENTS REGARDING

SPARE CONTACTS ON RELAY.

ON THIS DIAGRAM

CROSS REFERENCE TO

NORMALLY OPEN CONTACT

ANOTHER DIAGRAM

ST

100

GEN

OL

AS

K

#

SINGLE LINE SYMBOLS

MOTOR STARTERNUMBER INDICATES NEMA SIZE

POWER CIRCUIT BREAKER DRAWOUTABOVE 1500V RATING AS NOTED

2

VS

VFD

1

* *

ETMM

?

?

OFFON

STARTSTOP

H O A

OH R

X1 X2

H1 H4H3 H2

MOTOR HEATER

CRNO

CRNC

OL

CR1 2-2, 3, 0, 0

FS FS

LS LS

TS TS

ZS

ZS

TR

TR

TR

TR

SMS

Sab

S*

FACP

SEMI CIRCLE DENOTESDOWNWARD CONDUIT RISER

COMBINATION MOTOR STARTER

FIBER OPTICFO

**

START STOP

PSPSOFFON

5

GROUND CONNECTION

SWITCH, 3 POLE EXCEPT WHERE NOTED.RATING IN AMPERES AS NOTED

AUTOMATIC TRANSFER SWITCH 3 POLE,RATING AS NOTED

SHUNT TRIP

FUSE

FUSE CUTOUT

CIRCUIT BREAKER, 3-POLE EXCEPT WHERENOTED. RATING IN AMPERES AS NOTED.TOP INDICATION IS FRAME SIZE, BOTTOM ISTRIP RATING.

CURRENT TRANSFORMER

VOLTAGE TRANSFORMER

POWER OR DISTRIBUTIONTRANSFORMER RATING AS NOTED

MOTOR. NUMBER INDICATESHORSEPOWER

GENERATOR

CONTROL PACKAGE PROVIDEDWITH THE DRIVEN EQUIPMENT

BUS STAB ON MCC OR SWITCHGEAR, CORD& PLUG CONNECTION FOR MOTORS

THERMAL OVERLOAD

A - AMMETERV - VOLTMETERWH - WATTHOUR METERGS - GROUND FAULT SENSOR

AMMETER SWITCH

VOLTMETER SWITCH

ELEMENTARY DIAGRAMREFERENCE NUMBER

KIRK KEY INTERLOCK

POWER RECEPTACLE FORPORTABLE EQUIPMENT

RELAY DEVICE FUNCTION, #PER ANSI NUMBER C37.2

TERMINATOR / POTHEAD

SPLICE, TERMINATION

CAPACITOR - KVAR INDICATED

VFD - VARIABLE FREQUENCY DRIVESS - SOLID STATE STARTER

SURGE PROTECTIVE DEVICE

FUSE. RATING INAMPERES

ELAPSED TIMEMETER

MOTOR

CONTROL DEVICE COIL. PREFIXNUMBER, WHEN USED,DISTINGUISHES BETWEEN DEVICESOF THE SAME TYPE.

ALT - ALTERNATORCR - CONTROL RELAYGR - GENERAL RELAYISR - INTRINSICALLY SAFE RELAY

LR - LATCH RELAY

SV - SOLENOID VALVEPR - PROBE RELAY

TD - TIME DELAY RELAY

INDICATING LIGHT

PUSH-TO-TEST INDICATING LIGHTCOLORS:

A - AMBERB - BLUEC - CLEARG - GREEN

R - REDN - NEONW - WHITEY - YELLOW

SINGLE POLE SWITCHNORMALLY OPEN /CLOSED

EMERGENCY PUSHBUTTONNORMALLY OPEN / CLOSED

PUSHBUTTONNORMALLY OPEN / CLOSED

SWITCH1-POLE /3-POLE

MULTI-POSITIONSELECTOR SWITCH

HAND-OFF-AUTOMATICSWITCH X-INDICATESCONTACTS CLOSED

HAND-OFF-REMOTE SWITCHX-INDICATES CONTACTSCLOSED

TERMINAL

CONTROL POWERTRANSFORMER

MOTOR HEATER

CIRCUIT BREAKER, MCP1-POLE / 3-POLE

GROUND CONNECTION

CONTACTNORMALLY OPEN / CLOSED

BUS STAB ON MCC; CORD & PLUGCONNECTION FOR MOTORS

THERMAL OVERLOAD

BUZZER BELL HORN

TR - TIMING RELAY

OVERHEAD POWER LINE

UNDERGROUND CONDUIT

MULTIPLE CONDUIT RUN

CONDUIT CONCEALEDIN FLOOR

CONDUIT CONCEALEDIN WALL OR CEILING

CONDUIT EXPOSED

CALLOUT INDICATINGCONDUIT SIZE, NUMBER OFWIRES AND WIRE SIZE

CALLOUT INDICATINGCONDUIT PER SCHEDULE

CONDUIT RUN, HATCH MARKSINDICATE NO. OF #12 CONDUCTORSNO HATCH MARKS IS 2#12 UNLESSOTHERWISE NOTED

HOME RUN TO PANELBOARDOR AS INDICATED

FLEXIBLE CONDUIT

CONDUIT RUN, BROKENAND CONTINUED ON SAMESHEET OR AS NOTED

CAP ON CONDUIT STUB

OPEN CIRCLE DENOTESUPWARD CONDUIT RISER

INDICATES REMOVAL

FIRE ALARM CONDUIT

TELEPHONE CONDUIT

120V SURFACE MOUNTEDPANELBOARD

120V FLUSH MOUNTEDPANELBOARD

MOTOR

DISCONNECT SAFETY SWITCH

MANUAL MOTOR STARTER

CONTROL STATION

EQUIPMENT MOUNTING STAND

GROUND ROD AND BOX

SINGLE POLE SWITCH

2 = 2 POLE, 3 = 3 WAY, 4 = 4 WAY,K = KEY OPERATEDWR = WEATHER RESISTANTD = DIMMERP = SWITCH WITH PILOTLIGHTSINGLE POLE SWITCH (NOTE P2)

FIXTURE (NOTE P2)SEE FIXTURE SCHEDULE

FIXTURE WITH NIGHT LIGHTING(UNSWITCHED) OR FIXTURE WITHSELF-CONTAINED EMERGENCYBALLAST/BATTERY

WALL/CEILING MOUNTEDFIXTURE

WALL/CEILING MOUNTEDFIXTURE NIGHT LIGHTING(UNSWITCHED)

POLE MOUNTED FIXTURE

WALL/CEILING MOUNTED EXITLIGHT - DIRECTIONAL ARROWWHERE INDICATED, SHADEDAREA INDICATES ILLUMINATEDFACE

EMERGENCY LIGHT WITHSELF CONTAINED BATTERY

LIGHT FIXTUREIDENTIFICATION

SINGLE RECEPTACLE, 120V

SINGLE RECEPTACLE, 240V

DUPLEX WALL RECEPTACLE, 120VWR = WEATHER RESISTANTG = GROUNDEDIG = ISOLATED GROUNDGF = GROUND FAULTINTERRUPTER

DOUBLE DUPLEX WALLRECEPTACLE, 120V

DUPLEX FLOOR RECEPTACLE,120V

RECEPTACLE, 480V

WALL/CEILING MOUNTEDJUNCTION BOX

FLOOR RECESS MOUNTEDJUNCTION BOX

THERMOSTAT, WALL MOUNTED

WALL TELEPHONE OUTLET (+12")

DATA WALL OUTLET

TELE-DATA WALL OUTLET

FLOOR OUTLETS

FIRE ALARM PULL STATION

FIRE ALARM FLASHING LIGHT

FIRE ALARM HORN

BELL

BUZZER

HEAT DETECTOR

SMOKE DETECTOR

FIRE ALARM CONTROL PANEL

PROXIMITY SENSOR

WALL SENSOR

S SECURITY SYSTEM CONDUIT

INSTRUMENT

AELEV

CTK #

S

M

J

J

J

T

F

F

F

B

S

H

100AF100AT

AMPSPOLES

AMP/FRAME

480V SURFACE MOUNTEDPANELBOARD

480V FLUSH MOUNTEDPANELBOARD

#A1

TB-#

ANTENNA

135

SCR

MEASURE OF ACIDITY OR ALKALINITYpH

MAIN LUG ONLYMLO

MCB MAIN CIRCUIT BREAKER

KILOVOLT AMPERES REACTIVE

LOCAL-OFF-REMOTELOR

ASD ADJUSTABLE SPEED DRIVE (DC)

100A MCP

TM 100AT

MCP CIRCUIT BREAKER, 3-POLE EXCEPTWHERE NOTED. RATING IN AMPERES ASNOTED. TOP INDICATION IS CONTINUOUSCURRENT RATING.

THERMAL-MAGNETIC CIRCUIT BREAKER,3-POLE EXCEPT WHERE NOTED. RATING INAMPERES AS NOTED. BOTTOM INDICATIONIS INSTANTANEOUS TRIP RATING.

LOCK OUT STOPLOS

SPD

EMH EHH SHH

INSTRUMENT

ELECTRIC MANHOLE / POWERHANDHOLE / SIGNAL HANDHOLE

GROUND ROD/TEST WELL

GROUND CONNECTION (BOLTED)

GROUND CONNECTION (EXOTHERMIC)

GROUND CIRCUIT

OVER TEMPERATUREOT

OVERHEADOH CONTRACTOR INSTALLED

SMART OVERLOADSOL

JL

JL

JRM

LEGEND AND ABBREVIATIONS

E-001

1976019.00-E-001.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Ele

ctric

al\1

9760

19.0

0-E-

001

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


CL

ROUND CORNERS TO 1/2"RADIUS (TYP)

AL PL 3/8"

AL CS6 x 4.03

1/2"Ø SSTCONC ANCHORS1" NON-SHRINKGROUT

1. WHERE SEPARATE FOUNDATION IS REQD, SEE ELEVATION B.2. COAT ALUMINUM SURFACES IN CONTACT W/CONCRETE PER SPECS.3. USE SST FASTENERS FOR MOUNTING DEVICES.4. WEIGHT OF DEVICE(S) SHALL NOT EXCEED 100 POUNDS.

C C

ELEVATION A

ELEVATION B SECTION C-C

C C

NOTES:

TYP DEVICE

1/4

4'-6

" MAX

1" M

IN A

LLAR

OU

ND

DEV

ICE

3"2'

-6" M

INEM

BEDM

ENT

1'-4" SQ

1/2"Ø SSTCONC ANCHORS1" NON-SHRINKGROUT

AL CS6

#3 @ 6"

4 - #5

1/4

5/8" AL PL

10"

1" (TYP)

3/8"

6"

E-0103DEVICE SUPPORT AND MOUNTINGSCALE: NTS

REV 00

1"

1/2

48"

(TYP)

4x5.4 STEELCHANNEL

SCREW WITHRING HOOK

CAPXXXX 6"x8-1/2"x1/2" STEEL

PLATEGROUT AFTER LEVELING

CONCRETE SLAB

POWER SUPPLYCABLE (VENDORFURNISHED)

WIREMESH GRIP

HUBBELL 4100B7W480V PIN/SLEEVE

MOUNTING PLATE

ROUND OFFCORNERS(TYP)

HOT DIP GALV STAND AFTER FABRICATION,DRILLING AND WELDING. ALL MOUNTINGHARDWARE SHALL BE GALV STEEL.

NOTE:

ALTERNATIVE DESIGNFOR MOUNTINGDISCONNECT SWITCHES,STARTERS, ETC ORMORE THAN ONE ITEMOF EQUIPMENT AT THESAME LOCATION.

E-0108WEATHERPROOF RECEPTACLESCALE: NTS

REV 00

E-0207HANDHOLE/PULLBOX INSTALLATIONSCALE: NTS

REV 00PRECAST CONCRETE

CAST IRON TRAFFIC COVEREMBOSSED "GROUND ROD"

CAST IRON GRADE RING.ADJUST TO FINISHED GRADE

GROUND CONNECTORBURNDY TYPE GAR,GD OR GK

BARE COPPERGROUNDING CONDUCTOR

PEA GRAVEL

COMPACTED EARTH

CONDUIT

GROUND ROD 3/4"X10'-0"COPPER-CLAD STEEL

BARE COPPERGROUNDINGCONDUCTOR

FINISHED GRADE

4" MIN

12"

9" MIN. DIA.

10-3/8" MIN. DIA.

2"2"

E-0303GROUND ROD AND BOXSCALE: NTS

REV 00WITH BARE COPPER CONNECTION

E-0503HIGH BAY FIXTURE MOUNTINGSCALE: NTS

REV 00

1. THIS DETAIL TYPICAL FOR BOTH VERTICAL AND HORIZONTAL MOUNTING.2. PREFORMED CHANNEL, FITTINGS AND CLAMPS SHALL BE HOT-DIP GALVANIZED STEEL. FIELD COAT ALL CUTS PER SPECIFICATIONS.3. CHANNELS TO BE SPACED AT 5'-0" OC MAXIMUM.

NOTES:

CONDUIT CLAMPS W/SSTBOLTS, NUTS, AND WASHERS

5/8"Ø SST CA, NUTS, & 1 5/8"SQUARE WASHERS AS REQUIRED (TYP)

ELEVATION

AS R

EQU

IRED

6" M

IN

PREFORMED CHANNEL

CONCRETE WALL OR SLAB

5'-0

" MAX

.

E-0602CONDUIT SUPPORT - 2SCALE: NTS

REV 00

RIGID STEEL/PVC COATEDCONDUIT RISER.

RIGID STEEL/PVC COATEDCONDUIT COUPLING AND

PLUG FOR SPARE CONDUIT.

PROVIDE RIGID STEEL/PVCCOATED CONDUIT RISER AS

REQUIRED FOR DEEPERCONDUITS.

FINISHEDFLOOR/GRADE

RIGID STEEL/PVCCOATED CONDUITELBOW

PVC CONDUIT, SIZE ASREQUIRED ON

DRAWINGS

6" M

IN

E-0615PVC CONDUIT STUB-UPSCALE: NTS

REV 00

4'-0

"

E-0810FIELD MOUNTED PANELBOARDSCALE: NTS

REV 00

NAMEPLATE:PANEL IDENTIFICATION

RIGID STEEL/PVCCOATED CONDUIT.

PVC COATED CASTFS/FD TYPEWEATHERPROOFENCLOSURE WITH20AMP, 120VAC, GFCIRECEPTACLE & INUSEWEATHER RESISTANTEXTRA DEEP COVER.

E-0805FIELD MOUNTED RECEPTACLESCALE: NTS

REV 00

POWERPANELBOARDNO. 3

PP-10-3

SST DOUBLE CONDUIT

FINI

SHED

FLO

OR

21'-0

" ABO

VE

LED FIXTURETYPE PER SCHEDULE

CANOPY STRUCTURESTEEL BEAMCOORDINATE WITHBUILDING MFR

CONDUIT (TYP)

JUNCTION BOX

24"

GALVANIZED STEELANCHOR BOLTS

SUPPLIEDWITH POLE, INSTALL,

POLE PERMANUFACTURER'S

INSTRUCTIONS.

1", 45° TOOLED EDGE.

CONDUIT

7'-0

"42

"

CAST IN-PLACECONCRETE BASE.

18" DIAMETERCONCRETE

STEEL REINFORCINGBAR CAGE, 6-#5VERTICAL BARS

WITH #3HORIZONTAL HOOPSON 12" CENTER TIEDTO VERTICAL BARS.

4" SQUARE. FORFIXTURE INFORMATION SEE

LUMINAIRE SCHEDULE.

FOR FIXTURE INFORMATIONSEE LUMINAIRE SCHEDULE

VIBRATION DAMPENER.

RECEPTACLE WITHWEATHERPROOF

IN-USE COVER WHEREINDICATED ON PLANS.

COMPACTEDFINISH GRADE

DOUBLE NUT FORLEVELING MAKEPOLE PLUMB

BASE COVER

CONNECT GROUND WIRETO GROUNDING LUG OFPOLE AT HAND HOLE.

36" OF SLACK POWERCONDUCTORS AT BASE OFPOLE, PROTECT WITHPLASTIC COVERING UNTILPOLE INSTALLATION. PLUGCONDUITS TO PREVENTWATER COLLECTING INCONDUITS

NOTE:FIXTURE WIRE THROUGHPOLE TO LUMINAIRE TOBE RATED FOR 150°F.

METALLIC SHRINKAGERESISTANT GROUT.

(3) #3 REINFORCINGSTEEL HOOPS WITHINTOP 5"

E-0504POLE MOUNTED FIXTURE MOUNTINGSCALE: NTS

REV 00

6" DIA SUMP

CONCRETE OR TRAFFIC COVERAS REQUIRED. COVER TO BEMARKED "POWER", "CONTROL"OR "SIGNAL"

18" DEEP OF 3/4"PEA GRAVEL

10" CABLE HOOK(2 PER RACK)AS REQUIRED

PLASTIC CABLETIE EVERY 6" (TYP)CABLE RACK INSULATOR(3 PER HOOK)AS REQUIRED

PULLING DEVICES (TYP)

CONDUIT BUSHING (TYP)SEAL WITH GROUT.

EXTENSION RINGAS REQUIRED

FINISHED GRADE

PLASTIC CIRCUIT TAGPERMANENTLY MARKEDWITH CIRCUIT NAME

CABLE RACK AS REQUIRED

18"

3"

3" (TYP)

3"

3" (TYP)

3"

6"

3"

RED WARNING TAPE

SELECT FILL PER SECTION02300. IN PAVED AREAS USEAGGREGATE BASE PERSECTION 02300.

INSTRUMENTATION &SIGNAL CONDUIT (TYP)

FINISHED GRADE

SAND PER SECTIONS02300 AND 16450

POWER & 120VCONTROL CONDUIT(TYP)

ALL DIMENSIONS AREMINIMUMS.

1.NOTES:

ADD 6" FOR RUNSBENEATH ROADS.

2.

12" MINSEPARATIONTO "WET"UTILITIESWHEREAPPLICABLE

E-0202TYPICAL TRENCHSCALE: NTS

REV 00

NOTES:1. CONCRETE PULLBOX TO BE APPROPRIATE SIZE FOR NUMBER AND

SIZE OF CONDUITS ENTERING AND EXITING.2. ALL SPLICES WITH-IN THE CONCRETE PULLBOX ARE TO BE SEALED

WITH AN INSULATING AND ENCAPSULATING RESIN PACK,SCOTCHCAST 4 OR EQUAL.

3. CONDUIT (NUMBER AS REQUIRED). ALL CONDUIT WITHIN THECONCRETE PULLBOX ARE TO BE SEALED WITH RTV DUCT SEAL TOPREVENT WATER FROM ENTERING CONDUIT SYSTEM.

2'-0"

NOTE 3

6" MIN

4'-0

"

E-0803FIELD MOUNTED DISCONNECT SWITCHSCALE: NTS

REV 00

PVC COATED STEELDOUBLE CONDUITSUPPORT CHANNEL

CONDUIT HUB ANDFITTING

INSTALL WITH (4)6" x 7/16" STAINLESSSTEEL CONCRETEANCHOR BOLTS.GROUT AFTERLEVELING

FINISHED CONCRETEFLOOR OR PROVIDE 3' x3' x 12" CONCRETE PAD.SEE CONTROL STATIONCONCRETE PAD DETAIL

3/8" STAINLESS STEELPLATE WELDED TOSUPPORT CHANNEL.

LIQUID-TIGHTFLEXIBLE CONDUIT

CABLE HUB FITTINGWITH WIRE MESH GRIP

NAMEPLATE:MOTOR IDENTIFICATION

BOLT DISCONNECTSWITCH TO SUPPORTCHANNEL WITHSTAINLESS STEELHARDWARE.

DISCONNECT SWITCH

GALVANIZED RIGIDSTEEL/PVC COATEDCONDUIT

1"(TYP)

EQUIPMENT MANUFACTURER TO PROVIDEANCHORAGE SPECIFICATIONS WITHCALCULATIONS PER CBC 2015, ASCE 7 AND ACI318 APP D. UNMANNED BUILDINGS SHALL BECONSIDERED OCCUPANCY CATEGORY 3 UNLESSNOTED OTHERWISE. CALCULATIONS SHALL BESTAMPED BY AN OREGON CIVIL ENGINEER.

FLOOR

6" SKIRT ON ALL EXPOSEDSIDES OF ENCLOSURE (TYP)SEE STRUCTURAL FORANCHORING

EQUIPMENT FRAME. SHIMAS REQUIRED TO LEVEL

PLIABLE SEALING COMPOUNDAROUND WIRING TO PREVENTMOISTURE, GAS OR INSECTSFROM ENTERING ENCLOSURE

GROUND BUS

GROUND RINGBUSHING

EQUIPMENT

SEE STRUCTURAL DWGSFOR ADDITIONAL PAD ANDANCHORAGEREQUIREMENTS

4"INDOOR MIN.6"OUTDOOR MIN.

E-0101EQUIPMENT PADSCALE: NTS

REV 00

GROUND

SLS

JMO

JRM

ELECTRICALDETAILS

E-002

1976019.00-E-002.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Ele

ctric

al\1

9760

19.0

0-E-

002

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


3

1.5(E

) HO

IST

800A

POWERMONITOR2

30A

MCC-10A (INSTALLED PER DEWATERING PROJECT)

480V, 3Ø, 3W, 800A BUS

(E) R

OLL

-UP

DO

OR

NO

.1

1

30A

(E) P

OW

ER P

ANEL

NO

.1

75 KVA480V-120/ 208V

20 7.5

(E) S

CR

EW P

RES

S 1

CO

NTR

OL

PAN

EL

EXH

AUST

FAN

1

30A

1

EXH

AUST

FAN

1/4

30A

1

240V480V-120/ 75 KVA

(E) P

OW

ER P

ANEL

NO

.2

2P

2-C

-3-5

00Kc

mil

1-1/

0GN

D

SPAC

E

HAR

MO

NIC

FIL

TER

(E) A

CTI

VE

2025

(E) R

OLL

-UP

DO

OR

NO

.2

1

30A

(E) L

TG P

ANEL

NO

.1

3

480V-120/ 208V

75 KVA

MCC-10B (INSTALLED PER DEWATERING PROJECT)480V, 3Ø, 3W, 800A BUS

POWERMONITOR2

800A

3

3

30A

18

30A

(E) C

ON

TRO

L R

MAI

R H

AND

LER

(OU

TDO

OR

UN

IT)

(IND

OO

R U

NIT

)AI

R H

AND

LER

(E) C

ON

TRO

L R

M

9

30A

CO

NVE

YOR

NO

.1

1

7.5

(E) L

IVE

BOTT

OM

1

CO

NVE

YOR

NO

.2

7.5

(E) I

NC

LIN

EDLO

AD O

UT

CO

NVE

YOR

30

3

20ATM

20ATM

125ATM

80ATM

30ATM

7AMCP

3AMCP

40ATM

15AMCP 175A

TM

100ATM

40ATM

50ATM

20ATM

60ATM

20ATM

125ATM

25ATM

20ATM

15AMCP

15AMCP

70AMCP

LCP

WW

1-01

5FAN

0001

WW

1-01

5LC

P114

1

FROM SWBD 10A(LOCATED AT INFLUENT

PUMP STATION)CONTINUED FROM

SHEET E-006

(E) S

CR

EW P

RES

S 1

CO

NVE

YOR

WW

1-01

5M12

41

7.5

15AMCP

(E) C

AKE

CO

NVE

YOR

1W

W1-

015M

1251

1

15AMCP

EXH

AUST

FAN

WW

1-01

5FAN

0005

7.5

15AMCP

(E) S

CR

EW P

RES

S 2

CO

NVE

YOR

WW

1-01

5M12

42

15AMCP

(E) C

AKE

CO

NVE

YOR

2W

W1-

015M

1252

(E) S

CR

EW P

RES

S 2

CO

NTR

OL

PAN

EL

30ATM

LCP

WW

1-01

5LC

P114

2

1 1

1 1

(E) C

AKE

STO

RAG

E BL

DG

OD

OR

CO

NTR

OL

SYST

EMW

W1-

015O

RT1

211

(E) S

CR

EW P

RES

S R

OO

M

VFD

(E) S

LUD

GE

FEED

PUM

P 1

WW

1-01

5P10

01

VFD

(E) S

LUD

GE

FEED

PUM

P 2

WW

1-01

5P10

02

VFD

(E) G

RIN

DER

1

WW

1-01

5M10

21

WW

1-01

5LC

P102

1

WW

1-01

5M12

21

WW

1-01

5M12

22

WW

1-01

5M12

31

VFD

dv/dt

20

40ATM

7.5

15AMCP

(E) C

AKE

CO

NVE

YOR

3W

W1-

015M

1253

1

VFD

dv/dt

SUPP

LY F

AN

30

50ATM

WW

1-01

6B01

01

CO

MPO

ST

dv/dt

30A

7.5

15AMCP

(E) C

AKE

CO

NVE

YOR

4W

W1-

015M

1254

1

7.5

TIE-

BREA

KER

EXH

AUST

FAN

WW

1-01

6B02

01

CO

MPO

ST

SPD

GROUND

TOMCC-10B

(E)GROUND

LCP

GROUND

TOMCC-10A

(E)GROUND

SPAC

E

SPAR

E

20ATM

100ATM

SPAR

E

15AMCP

SPAC

E

SPAR

E

15AMCP

SPAR

E

15AMCP

SPAC

E

SPAR

E

20ATM

SPAC

E

15ATM

SPAR

E

60ATM

SPAR

E

15ATM

SPAR

E100ATM

SPAC

E

SPAC

E

30AMCP

SPAR

E

SPAR

E

30AMCP

SPAC

E

SPAR

E

SPAR

E

15AMCP

(E) L

IVE

BOTT

OM

SPAC

E

SPAC

E

SPAC

E

SPAC

E

(E) M

AKE-

UP

AIR

UN

IT30A

30ATM

WW

1-01

5AH

U00

01

11

1 1

SPAC

E

SPAC

E

SPAC

E

(N)CT

(N)CT

SPAR

E

15

(E) P

OLY

MER

PU

MP

RO

OM

(E) L

AB

SPAR

E

WW

1-01

6M00

51

POW

ER P

ANEL

NO

.3

480V-120/ 240V

37.5 KVAXFMR TP-3

WW

1-01

5HST

0001

WW

1-01

5RD

M00

01

WW

1-01

5PP1

01

WW

1-01

5FAN

0006

WW

1-01

5PP1

02

WW

1-01

5LP1

01

WW

1-01

5RD

M00

02

WW

1-01

5FIL

0001

WW

1-01

6PP1

03

WW

1-01

5AH

U00

02A

WW

1-01

5AH

U00

02B

1.5 5

1.5 5

WW1-015PPTP1 WW1-015PPTP2

WW1-016PPTP3WW1-015LPTP1

CO

MPO

STIN

GPO

RTA

BLE

MIX

ER R

CPT

S

2P

30ATM

SOL

30ATM

SOL SOLSOLSOL SOL SOL

SOL SOL SOL SOL SOL SOLSOL SOL SOL

SLS

JL

JRM

MCC 10A / MCC 10BSINGLE LINE DIAGRAM

E-007

1976019.00-E-007.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Ele

ctric

al\1

9760

19.0

0-E-

007

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


JL/JMO

JL/JMO

JRM

PANELBOARD AND LUMINAIRE SCHEDULES

E-008

1976019.00-E-008.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Ele

ctric

al\1

9760

19.0

0-E-

008

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


LUMINAIRE SCHEDULETYPE DESCRIPTION LAMPS WATTS

/FIXTURE MANUFACTURER CATALOG NUMBER MOUNTING

F WALLPACK, LED WITH TAMPER PROOF SCREWS LED 58 LITHONIA #WST LED P3 30K VW MVOLT 120 PE DDBXD OR EQUAL SURFACE WALL

HHI BAY 13" DIAMETER SUSPENDED LED FIXTURE WITH AIRCRAFTCABLE SUSPENSION SYSTEM LED 136

LITHONIA #JEBL 18K LM GL MVOLT 40K 80CRI PM WGX OR EQUALSUSPENDED

N AREA LUMINAIRE, TYPE 2 OPTICS POLE MOUNTED LED WITH NEMATWIST LOCK LED 75 LITHONIA #AS1 LED 42C 530 40K SR2 MVOLT SPA PER DBLXD DLL127F 1.5 JU POLE

P POLE, STEEL 4" SQUARE, 20FT LITHONIA #SSS 20 4C DM19AS DBLXD OR EQUAL

XV LED VAPOR TIGHT, SURFACE OR SUSPENDED, UL/C-UL WETLOCATIONS UNDER COVERED CEILINGS LED 49 XVML L48 3500LM MVOLT 40K 80CRI SUSPENDED

PANELBOARD WW1-016PP103 FED FROM: (E) MCC-10B240 /120 VOLTS, SINGLE PHASE, 3 WIRE BUS: 100A AIC: 10KA MAIN: 100A/2P MOUNTING:

CKT. NO. DESCRIPTIONCONNECTED KVA TRIP

AMPS/POLES

CKT. NO. DESCRIPTIONCONNECTED KVA TRIP

AMPS/POLESA B A B

1 AMENDMENT STORAGE - LIGHTING 0.7 20/1 2 PROCESS CONTROL SERVER, WW1-016CP0001 0.2 20/1

3 AMENDMENT STORAGE - RCPTS 0.8 20/1 4 COMMUNICATIONS NODE, WW1-016NET0001 0.1 20/1

5 COMPOSTING BLDG - RCPTS 1.0 20/1 6 AMENDMENT STORAGE - EXTERIOR LTG 0.2 20/1

7 COMPOSTING BLDG - LIGHTING 0.3 20/1 8 HEAT TRACE 0.8 20/1

9 COMPOSTING BLDG - EXTERIOR LIGHTING 0.2 20/1 10 HEAT TRACE 0.3 20/1

11 FIXTURE POLE - RCPTS 0.4 20/1 12WASH DOWN PUMP, WW1-016P0011

1.420/2

13 COMPOSTING RIO, WW1-016RIO6001 0.2 20/1 14 1.4

15 COMPOSTING RIO, WW1-016RIO6002 0.2 20/1 16 LIGHITING CONTROL PANEL 0.0 20/1

17 SPARE 0.0 20/1 18 SPARE 0.0 20/1

19 SPARE 0.0 20/1 20 SPARE 0.0 20/1

21 SPARE 0.0 20/1 22 SPARE 0.0 20/1

23 SPARE 0.0 20/1 24 SPARE 0.0 20/1PHASE SUBTOTALS (KVA): 2.1 1.7 2.1 2.3PHASE TOTALS (KVA): 4.2 4.0

TOTAL KVA: 8.2 KVA

TOTAL AMPERES: 34 A

P-33

01

(E) MCC-10A

(E) PB#6

P-31

01

P-33

11

(E) MCC-10B

P-32

01

P-33

02

C-3

011A

P-33

12

P-32

02

EHH-6A

P-33

03

PORTABLECOMPOSTING MIXER

RCPT

P-33

05

C-3

011C

COMPOST SUPPLY FAN

WW1-016B0101

P-33

13

37.5 KVA XFMR480-120V/240V

P-33

14

POWER PANEL NO. 3

P-35

01

LIGHTINGAMENDMENT STORAGE

P-35

02

RECEPTACLESAMENDMENT STORAGE

RCPTS (DUPLEX)COMPOSTING BUILDING

P-35

04LIGHTING

COMPOSTING BUILDING

P-35

05


P-35

07

HEAT TRACE

P-32

03

COMPOST EXHAUST FAN

WW1-016B0201

P-35

06

COMMUNICATIONSNODE

J P-3306

(F) RCPT(STUB-UP)

P-3307JB-3015

PORTABLECOMPOSTING MIXER

RCPT

P-35

08

HEAT TRACE

WW1-016PPTP3

WW1-016PP103

P-35

03

(2) 3

"C -

SPAR

E

TSH3011

P-31

02P-

3103

C-3

041A

C-3

041C

TSH3041

P-35

09

COMPOSTING RIO

WW1-016RIO6001 WW1-016CP0001 WW1-016NET6001

P-35

11B

WASH DOWN PUMP(2 HP)

WW1-016P0011

P-35

11A

P-35

12

LIGHTINGCONTROL PANEL

C-3512PC

NEMA 4X

(OFCI)

JB3201

HTR HTR

C-3

011B

C-3

201

C-3

041B

EXTEND NEW CONDUIT FROMCAPPED STUBS IN ELECTRICALROOM, SEE NOTE 6, SHEET E-101.TYPICAL OF FIVE 2" CONDUITS.

SLS/JL

JL

JRM

CONDUIT ROUTING SCHEMATIC 1

E-010

1976019.00-E-010.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Ele

ctric

al\1

9760

19.0

0-E-

010

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


WW1-015BIOCP01

(E) PLANT CONTROL PANEL(AT DEWATERING BUILDING)

P I T3001

S-30

01

WW

1-01

6FV6

111

S-61

11

WW

1-01

6FV6

112

WW

1-01

6SV6

111

WW

1-01

6SV6

112


CO

OLI

NG

AIR

DAM

PER

WW

1-01

6FV6

001

S-62

20

WW

1-01

6FV6

121

WW

1-01

6FV6

122

WW

1-01

6SV6

121

WW

1-01

6SV6

122


WW

1-01

6FV6

211

WW

1-01

6FV6

212

WW

1-01

6SV6

211

WW

1-01

6SV6

212

SECONDARY COMPOSTINGZONE 2-1

WW

1-01

6FV6

221

WW

1-01

6FV6

222

WW

1-01

6SV6

221

WW

1-01

6SV6

222

SECONDARY COMPOSTINGZONE 2-2

TE3221A

TE3222A

WW

1-01

6SV6

011

S-60

11

P I T3021

S-30

21

P I T3031

TE3052

TE3051

ATBIOFILTER

JB-3101 JB-3102 JB-3103

S S S S S S S S

JB-3104

S

JB-3105

COMMUNICATIONSNODE

PROCESS CONTROLSERVER

FO-3

103

WW1-015VLRCP01

(E) BIOSOLIDS NETWORK CABINET(AT DEWATERING BUILDING)

S-6218A

S-6218B

SHH-6A(AT COMPOSTING BUILDING)

FO-3

101

S-61

29

S-60

18

(1) 3

"C -

SPAR

E

S-6128AS-6118

DAM

PER

DAM

PER

SOLE

NO

ID

SOLE

NO

ID

DAM

PER

DAM

PER

SOLE

NO

ID

SOLE

NO

ID

DAM

PER

DAM

PER

SOLE

NO

ID

SOLE

NO

ID

DAM

PER

DAM

PER

SOLE

NO

ID

SOLE

NO

ID

S-61

12

S-61

13

S-61

14

S-61

21

S-61

22

S-61

23

S-61

24

S-61

25

S-61

26

S-62

11

S-62

12

S-62

13

S-62

14

S-62

15

S-62

16

S-62

21

S-62

22

S-62

23

S-62

24

S-62

25

S-62

26

S-30

31

S-30

51

S-30

52

S-31

04

(E) PB#7(AT DEWATERING BUILDING)


WW1-016RIO6001

FO-6001B

FO-3102

S-61

19

S-62

19

S-62

29

T I T3221

T I T3222

T I T3223

TE3223A

S-62

27

TE3221B

TE3222B

TE3223B

TE3111A

TE3112A

S-61

15

S-61

16

T I T3111

T I T3112

T I T3113

TE3113A

S-61

17

TE3111B

TE3112B

TE3113B

T I T3121

T I T3122

T I T3123

TE3121A

TE3122A

TE3123A

TE3121B

TE3122B

TE3123B

S-61

27TE

3211ATE

3212ATE

3213A

TE3211B

TE3212B

TE3213B

S-62

17

T I T3211

T I T3212

T I T3213S-6128B S-6218C

T I T3052

T I T3051

(1) 3"C - SPARE

S-6017

WW1-016CP6001

WW1-016NET6001

(E)

FO-6001A

SOLE

NO

ID

(SHOWN FOR REFERENCE ONLY)

SLS/JL

JL

JRM

CONDUIT ROUTING SCHEMATIC 2

E-011

1976019.00-E-011.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Ele

ctric

al\1

9760

19.0

0-E-

011

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


CONDUIT SCHEDULENUMBER FROM TO SIZE (") CONDUCTORS COMMENTS

COMPOST BUILDING AND AMENDMENT STORAGE BUILDING

P-3101 (E) MCC-10A (E) PB#6 (E) 2" #8 VFD W/GND SUPPLY FAN, TSH-3041

P-3102 (E) PB#6 EHH-6A 2" #8 VFD W/GND SUPPLY FANP-3103 EHH-6A COMPOST SUPPLY FAN, WW1-016B0101 2" #8 VFD W/GNDP-3201 (E) MCC-10B (E) PB#6 (E) 2" #6 VFD W/GND EXHAUST FAN, TSH-3011

P-3202 (E) PB#6 EHH-6A 2" #6 VFD W/GND EXHAUST FANP-3203 EHH-6A COMPOST EXHAUST FAN, WW1-016B0201 2" #6 VFD W/GNDP-3301 (E) MCC-10A (E) PB#6 (E) 2" 3#1, #6G PORTABLE COMPOSTING MIXERP-3302 (E) PB#6 EHH-6A 2" 3#1, #6G PORTABLE COMPOSTING MIXERP-3303 EHH-6A 480V RCPT (PORTABLE COMPOST MIXER) 2" 3#1, #6G

P-3304 NOT USEDP-3305 480V RCPT STUB UP (FUTURE 480V RCPT) 2" PULLWIRE (F) RCPT - PORTABLE COMPOSTING MIXER

P-3306 480V RCPT JB-3015 2" 3#1, #6G RCPT - PORTABLE COMPOSTING MIXERP-3307 JB-3015 480V RCPT (2) 2" 3#1, #6G & PULLWIRE RCPT - PORTABLE COMPOSTING MIXERP-3311 (E) MCC-10B (E) PB#6 (E) 2" 3#6, #8G WW1-016PP103 TRANSFORMERP-3312 (E) PB#6 EHH-6A 2" 3#6, #8G WW1-016PP103 TRANSFORMERP-3313 EHH-6A XFMR, WW1-016PPTP3 2" 3#6, 2#2, #6G WW1-016PP103 TRANSFORMERP-3314 XFMR, WW1-016PPTP3 WW1-016PP103 3" 3#1/0, #6G WW1-016PP103P-3501 WW1-016PP103 LIGHTING - AMENDMENT STORAGE BLDG 3/4" 2#12, #12G

P-3502 WW1-016PP103 RCPT - AMENDMENT STORAGE BLDG 3/4" 2#12. #12GP-3503 WW1-016PP103 RCPT 3/4" 2#12. #12GP-3504 WW1-016PP103 LIGHTING - COMPOSTING BLDG 3/4" 4#12. #12GP-3505 WW1-016PP103 PROCESS CONTROL SERVER, WW1-016CP0001 3/4" 2#12. #12GP-3506 WW1-016PP103 COMMUNICATIONS NODE, WW1-016NET0001 3/4" 2#12. #12G MANAGED SWITCH POWERP-3507 WW1-016PP103 HEAT TRACE 3/4" 4#12, #12G

P3508 WW1-016PP103 HEAT TRACE 3/4" 4#12, #12G

P3509 WW1-016PP103 COMPOSTING RIO, WW1-016RIO6001 1" 4#12, #12G

P3511A WW1-016PP103 WASH DOWN PUMP DISC SW 1" 2#12, #12G

P3511B WASH DOWN PUMP DISC SW WASH DOWN PUMP, WW1-016P0011 1" 1#12, #12G

P3512 WW1-016PP103 LIGHTING CONTROL PANEL 3/4" 2#12, #12G

(E) PB#6 (AT DEWATERING) EHH-6A (AT COMPOSTING BLDG) 3" SPARE(E) PB#6 (AT DEWATERING) EHH-6A (AT COMPOSTING BLDG) 3" SPARE

C-3011A (E) PB#6 EHH-6A 3/4" 4#14, #14G SUPPLY FAN SPACE HEATER, TSH

C-3011B MCC-10A JB3201 3/4" 4#14, #14G SUPPLY FAN SPACE HEATER, TSH-3011

C-3011C JB3201 TSH-3011, SPACE HEATER 3/4" 4#14, #14G

C-3041A (E) PB#6 EHH-6A 3/4" 4#14, #14G SUPPLY FAN SPACE HEATER, TSH

C-3041B MCC-10B JB3201 3/4" 4#14, #14G SUPPLY FAN SPACE HEATER, TSH-3041

C-3041C JB3201 TSH-3041, SPACE HEATER 3/4" 4#14, #14G

C-3201 (E) PB#6 JB3201 (E) 2" 8#14, #14G SUPPLY/EXHAUST FAN HEATER, TSH

C-3512 LIGHTING CONTROL PANEL PHOTOCELL 3/4" 2#14, #14G

CONDUIT SCHEDULENUMBER FROM TO SIZE (") CONDUCTORS COMMENTS

COMPOSTING BUILDING AND AMENDMENT STORAGE BUILDING

FO-3101 (E) NETWORK CAB, WW1-015LVRCP01 (E) PB#7 (AT DEWATERING BLDG) (E) 2" (2) FO-SM - 12 STRANDED

FO-3102 (E) PB#7 (AT DEWATERING BLDG) SHH-6A (AT COMPOSTING BLDG) 3" FO-SM - 12 STRANDFO-3103 (E) PB#7 (AT DEWATERING BLDG) COMMUNICATIONS NODE (AT COMPOSTING BLDG) 3" FO-SM - 12 STRANDFO-6001A COMPOSTING RIO, WW1-016RIO6001 SHH-6A (AT COMPOSTING BLDG) 3" FO-SM - 12 STRANDFO-6001B SHH-6A (E) PB#7 (AT DEWATERING BLDG) 3" FO-SM - 12 STRAND

S-3001 JB-3105 PIT-3001 3/4" 1#16 TSPS-3021 JB-3105 PIT-3021 3/4" 1#16 TSPS-3031 JB-3105 PIT-3031 3/4" 1#16 TSPS-3051 JB-3105, TIT-3051 TE-3051 N/A VENDOR TEMP CABLES-3052 JB-3105, TIT-3052 TE-3052 N/A VENDOR TEMP CABLE

S-3104 COMMUNICATIONS NODE PROCESS CONTROL SERVER (AT COMPOSTING BLDG) 1" CAT 6S-6011 JB-3105 SOLENOID, WW1-016SV6011 3/4" 2#14, #14G

S-6017 JB-3104 JB-3105 2" 4#14, 5#16 TSP, #14G

S-6018 COMPOSTING RIO, WW1-016RIO6001 JB-3104 2" 4#14, 5#16 TSP, #14G BIOFILTERS, PITs, SV6001SHH-6A (AT COMPOSTING BLDG) JB-3104 3" SPARE

S-6111 JB-3101 DAMPER, WW1-016FV6111 1" 2#14, 2#16 TSP, #14G PRIMARY COMPOSTING ZONE 1-1S-6112 JB-3101 DAMPER, WW1-016FV6112 1" 2#14, 2#16 TSP, #14G

S-6113 JB-3101 SOLENOID, WW1-016SV6111 3/4" 2#14, #14G

S-6114 JB-3101 SOLENOID, WW1-016SV6112 3/4 2#14, #14G

S-6115 JB-3101, TIT-3111 TE-3111A, B N/A VENDOR CABLES-6116 JB-3101, TIT-3112 TE-3112A, B N/A VENDOR CABLES-6117 JB-3101, TIT-3113 TE-3113A, B N/A VENDOR CABLES-6118 JB-3101 JB-3102 2" 10#14, 10#16 TSP, #14G

S-6119 JB-3104 COMPOSTING RIO 2" 10#14, 10#16 TSP, #14G

S-6121 JB-3102 DAMPER, WW1-016FV6121 1" 2#14, 2#16 TSP, #14G PRIMARY COMPOSTING ZONE 1-2S-6122 JB-3102 DAMPER, WW1-016FV6122 1" 2#14, 2#16 TSP, #14G



S-6125 JB-3102 TIT-3121A, B N/A VENDOR CABLE

S-6126 JB-3102 TIT-3122A, B N/A VENDOR CABLE

S-6127 JB-3102 TIT-2123A, B N/A VENDOR CABLES-6128A JB-3102 JB-3103 2" 10#14, 10#16 TSP, #14G

S-6128B JB-3102 JB-3103 2" 10#14, 10#16 TSP, #14G


S-6211 JB-3103 DAMPER, WW1-016FV6211 1" 2#14, 2#16 TSP, #14G SECONDARY COMPOSTING ZONE 2-1S-6212 JB-3103 DAMPER, WW1-016FV6212 1" 2#14, 2#16 TSP, #14G



S-6215 JB-3103 TIT-3211 N/A VENDOR CABLES-6216 JB-3103 TIT-3212 N/A VENDOR CABLES-6217 JB-3103 TIT-3213 N/A VENDOR CABLE

S-6218A JB-3103 JB-3104 2" 10#14, 10#16 TSP, #14G

S-6218B JB-3103 JB-3104 2" 10#14, 10#16 TSP, #14G

S-6218C JB-3103 JB-3104 2" 10#14, 10#16 TSP, #14G


S-6220 JB-3104 COOLING AIR DAMPER, WW1-016FV6001 1" 2#14, 2#16 TSP, #14G

S-6221 JB-3104 DAMPER, WW1-016FV6221 1" 2#14, 2#16 TSP, #14G SECONDARY COMPOSTING ZONE 2-2S-6222 JB-3104 DAMPER, WW1-016FV6222 1" 2#14, 2#16 TSP, #14G



S-6225 JB-3104 TIT-3221 N/A VENDOR CABLE




SLS/JL

JL


CONDUIT SCHEDULE

E-012

1976019.00-E-012.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Ele

ctric

al\1

9760

19.0

0-E-

012

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


RECORD DRAWINGS INDICATED THERE ARE EIGHT 2" CONDUITS INTOTHE MCC ROOM, WEST OF MCC-10B. EXISTING PB#6 HAS SIX SPARE 2"CONDUITS. FOR BID PURPOSE, CONTRACTOR SHALL ASSUME ALL SIXSPARE CONDUITS ARE CAPPED AT FLOOR LEVEL IN (E) ELECTRICALROOM NEXT TO (E) MCC-10A AND (E) PLC. CONTRACTOR SHALL EXTENDCONDUITS TO MCC-10A AND MCC-10B.

PROVIDE CABLE HOOKS. MOUNT ON WALL SIDE WITH JUNCTIONBOXES. COIL VENDOR TEMP CABLES ON CABLE HOOKS.

KEY NOTES:

1

1

1

1

2

2

1

2

2

2

2

2

2

2

2

2

2

2

2

2

1

1

1

1

1

1

1

1

1

1

1

1

CB

480V3 PH60HZ

480V

100 VA

120V

COMPOSTSUPPLY FAN

WW1-016B0101

VFDLOCATED IN FIELD

LEGEND:

LOCATED IN MOTOR CONTROL CENTER

1

3

VFD - CONTINUED AT RIGHT

TO MCCNETWORKSWITCH

VFD's I/O MODULES

5CR VFD

RUNNING

6CR VFD

FAILURE

5

7

M

11

13

15

17

19

21

23

25

27

29

31

33

35

37

39

CONTINUED AT TOP RIGHT

G

L1

L2

L3

DV/DT

LOCKOUTPROVISION

OH A

HS-010B

1CR IN

HAND

2CR IN

AUTO

CR4

RUN

FAIL

VFD RESET

OPERATORCONTROL PANEL24 VDC +

24 VDC -

TO MCC24 VDC

POWER SUPPLY

9 4CR RESET

RESET

DO1B

CR7

CR2

CR1

MOTOR TEMPHIGH

IN AUTO

IN HAND

COMMON

CR5

CR6

VFD - CONTINUED FROM LEFT

DO-1A

DO-1B

FROMLINE 25

41

43

45

47

49

51

53

HEATER

1R

MOTORRUNLAMP

CR5

1A

MOTORFAILLAMP

CR7

CR5

7CR MOTOR

TEMP SWITCH

TSH-3011

CR6

55

57

61

59

63

PLCRESET

PLCSTART

RUNSTATUS

FAILSTATUS

CONTINUED FROM BOTTOM LEFT

FIELD WIRING

DIAGRAM 1

COMPOST EXHAUST FAN

WW1-016B0101

WW1-016B0201

DESCRIPTION EQUIPMENT NUMBER

COMPOST SUPPLY FAN

ETHERNETPORT

CM

HS-LTGOFF

AUTOHANDCR-LTG

CRLTG

PHOTOCELL

NH WW1-016PP103 - ##

COIL

PANEL " LP- # "

TORK #2101 OR EQUAL

ASCO #917, 6 POLE 20AMP (MINIMUM) REMOTECONTROL SWITCH

ASCO ACCESSORY #47,SOLID STATE 2-WIRECONTROL MODULE

RELAYS SHALL BE MOUNTED IN A 24"Hx20"Wx6"D NEMA 12 ENCLOSURE, HOFFMAN#A-242006LP OR EQUAL. PROVIDE WITH PADLOCKING HANDLE #A-L1A AND MOUNTING PANEL.

EXTERIOR LIGHTS

PHOTOCELLASSURE SEAL AROUNDCONDUIT PENETRATIONSFOR PHOTOCELL.

LIGHTING CONTROL PANEL - PHOTOCELL CONTROL DIAGRAM

COMPOSTING BLDGWW1-016PP103-9

AMENDMENT BLDGWW1-016PP103-6

MOUNT PHOTOCELLFACING NORTH ABOVECOMPOSTING BUILDINGROOF LINE

DIAGRAM 2

SLS

JL

JRM

WIRING DIAGRAMSCOMPOSTING SUPPLY FAN AND

E-021

1976019.00-E-021.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Ele

ctric

al\1

9760

19.0

0-E-

021

COMPOSTING EXHAUST FANAND PHOTOCELL CONTROL DIAGRAM

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


GRAVEL

GRAVEL

AC

AC

POWER VAULT

AC

POWERVAULT

POWER VAULT

AC

AC

POWER VAULTS

AC

GRAVEL

GRAVEL

GRAVEL

POWER VAULTS

M MM

M

M

(E) MCC-10A

(E) MCC-10B

DEWATERINGBUILDING

CAKE STORAGEBUILDING

M

M

(E) SECONDARY CLARIFIER NO. 1

BIOFILTER

(E) PLANT CONTROL PANEL

COMPOSTING BUILDING

AMENDMENTSTORAGE BUILDING

(E) PB#6

EHH-6A

45 KVA XFMR

POWER PANEL NO. 3

PORTABLE COMPOSTINGMIXER RCPT

3

2

3

3

3

WW1-016PP103

WW1-016PPTP3

(E) MH-P-5 5

SHH-6A

WW1-015BIOCP01

(E) BIOSOLIDSNETWORK CABINETWW1-015VLRCP01

2

(SEE E-301)

COMPOST SUPPLY FAN


WW1-016B0101

(E) PB#7

P-3102P-3202P-3302P-3312

3" SPARE3" SPARE

3" SPARE

FO-3102

F0-3103

STUB-UP FOR(F) RCPT(TYP 2 PLACES)

(E) HH-LV-7(48"x48"x48")

(E) MH-P-7(84"x56"x84")

COMPOSTING RIOWW1-016RIO6001

FO-3103

7

(E) ELECTRICAL ROOM

(SEE E-301)

(SEE E-311)

WASH DOWN PUMP

C-3011AC-3041A

FO-6001B

WW1-016P0011

F0-6001A 3" SPARE

P-3203P-3103

P-3313

C-3011BC-3041B

P-3303

6

8

8

8

8

8

1

1

SLS/JL

JL

JRM

ELECTRICAL SITE PLAN

E-101

1976019.00-E-101.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Ele

ctric

al\1

9760

19.0

0-E-

101

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


0

1"=20'

10 20 30

MCC INSTALLED PER DEWATERING PROJECT, SEE SHEET E-008DEWATERING PROJECT FOR MCC ELEVATION.

EXISTING PB#6 HAS EIGHT SPARE 2" CONDUITS. ALL EIGHTSPARE CONDUITS ARE CAPPED AT FLOOR LEVEL IN THE MCCROOM.

REMOVE (E) POLE MOUNTED FIXTURES. PULL CONDUCTORSFROM FIXTURE TO SOURCE. SEAL CONDUIT AT SOURCE.

SIZE TABLE FOR HANDHOLE SIZES.

SEE CIVIL SHEETS FOR MODIFICATIONS TO (E) MANHOLE.

KEY NOTES:

1

2

3

4

5

EIGHT 2" SPARE CONDUITS ARE STUBBED AND CAPPEDAT (E) MCC-10A. EXTEND 2" CONDUITS TO (E) MCC-10AAND (E) MCC-10B PER CONDUIT ROUTING SCHEMATICAND CONDUIT SCHEDULE.

6

HANDHOLE MINIMUM SIZE

EHH-6A 36" x 48"

SHH-6A 30" x 36"

HANDHOLE SCHEDULE

7 NEW JUNCTION BOX, JB3201, SEE CONDUIT ROUTINGSCHEMATIC.

8 PROVIDE AND INSTALL TRAFFIC RATED H20-44 LOADINGSTEEL COVERS. AT THE ELECTRICAL POWER MANHOLE,PROVIDE DOUBLE DOOR ACCESS. ALL COVERS SHALL BESLIP RESISTANT AND HINGED 180 DEGREES WITHTORSION ROD. ALL HARDWARE SHALL BE STAINLESSSTEEL.

M MM

M

M

S

S

S S S S S S S

BIOFILTER

FUTUREEXPANSION


M

COMPOST SUPPLY FAN


FUTUREBIOFILTER

BIOFILTER

COOLING AIR DAMPER

PROCESS CONTROL SERVER

COMMUNICATIONS NODE

3011TSH

3001P I T

3031P I T

3041TSH

3021P I T

37.5 KVA TRANSFORMER

POWER PANEL NO. 3

RCPT FOR PORTABLECOMPOSTING MIXER

WW1-016M0051

(BELOW)WW1-016FV6212 WW1-016FV6222 (BELOW)

(BELOW)

(BELOW)


WW1-016FV6112

WW1-016FV6122


WW1-016SV6111

WW1-016SV6112

WW1-016SV6121 WW1-016SV6122WW1-016SV6211 WW1-016SV6212 WW1-016SV6221 WW1-016SV6222

M

J1

UTILITY STATIONS

3WPGFCI, 5

1 2WPGFCI, 5

JB-3015

2

RCPT FOR PORTABLECOMPOSTING MIXER

WW1-016M0051

LIGHTING CONTROL PANELWITH WP, GFCI (BELOW)

WW1-016B0101

WW1-016PP103

WW1-016FV6001

WW1-016SV6011

SHH-6A

EHH-6A

3111ATE

3113ATE

3121ATE

3123ATE

3211ATE

3213ATE

3221ATE

3223ATE

JB-3101

DAMPER (TYP)

WW1-016FV6111 DAMPER (TYP)

WW1-016FV6121

DAMPER (TYP) DAMPER (TYP)WW1-016FV6211 WW1-016FV6221

JB-3102 JB-3103

JB-3105

4 4 4JB-3104 4

23

COMPOSTING RIOWW1-016RIO6001

5

M

WASH DOWN PUMPWW1-016P0011

PUMP DISCONNECT SWITCH, 30A

WW1-016PPTP3

WW1-016CP0001

WW1-016NET0001

6

3052T I T

3051T I T

3112T I T

3111T I T

3113T I T

3122T I T

3121T I T

3123T I T

3112ATE

3122ATE

3212ATE

3222ATE

3111BTE

3113BTE

3121BTE

3123BTE

3211BTE

3213BTE

3221BTE

3223BTE

3112BTE

3122BTE

3212BTE

3222BTE

3052TE

3051TE

3212T I T

3211T I T

3213T I T

3222T I T

3221T I T

3223T I T

7

7

7

7

6111ZT

6112ZT 6121

ZT

6122ZT

6211ZT

6212ZT

6221ZT

6222ZT

6001ZT

SLS/JL

JL

JRM

COMPOSTING BUILDINGPOWER, CONTROL AND SIGNAL PLAN

E-301

1976019.00-E-301.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Ele

ctric

al\1

9760

19.0

0-E-

301

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON



1/8"=1'-0"

0 5 10

PROVIDE AND INSTALL IN WEATHERPROOF STAINLESSSTEEL BOXES.

PROVIDE AND INSTALL CONDUIT STUB-UP FOR FUTURESPECIAL RECEPTACLE.

(F) LOCATION FOR ADDITIONAL PORTABLE COMPOSTINGMIXER RECEPTACLE.

TERMINATE VENDOR CABLES IN TERMINAL BLOCKS INJUNCTION BOX.

OWNER SUPPLIED, CONTRACTOR INSTALLED, REMOTEINPUT-OUTPUT PANEL.

CONTRACTOR TO PROVIDE SUPPORTS REQUIRED FORSIZE AND WEIGHT OF ELECTRICAL EQUIPMENT.REFER TO DEVICE SUPPORT AND MOUNTING DETAIL ONE-002.

MOUNT EQUIPMENT ON PARALLEL RUNS OF 4" X 5"STAINLESS STEEL CHANNELS. ALL EQUIPMENT SHALL BEANCHORED TO SS CHANNEL AT EACH CORNER MINIMUM.SEE DETAIL E-0103 FOR ANCHORING TO CONCRETE.

KEY NOTES:

1

2

3

4

5

6

7

FUTUREEXPANSION


M MM

M

M

FUTUREBIOFILTER

BIOFILTER



H21'-0"

7

N

20'-0"

9

Sb 3 Sb 3

1

N20'-0"

9

H21'-0"

7H

21'-0"

7H

21'-0"

7

F20'-6"

9

b b b b

F20'-6"

9F

20'-6"

9

1

2

LIGHTING CONTROL PANEL

WP,GFCI

(E) HH

TO AMENDMENTBLDG FRAMING,SEE SHEET E-311

11

WP,GFCI11

S

PROCESS CONTROL SERVER

COMMUNICATIONS NODE

37.5 KVA TRANSFORMER

POWER PANEL NO. 3

WW1-016PP103

COMPOSTING RIO (OFCI)WW1-016RIO6001

WASH DOWN PUMPWW1-016P0011

PUMP DISCONNECT SWITCH

WW1-016PPTP3

WW1-016CP0001

WW1-016NET0001

(TYP 2) XV7

c

c

c

SLS/JL

JL

JRM

COMPOSTING BUILDINGLIGHTING AND GROUNDING PLAN

E-302

1976019.00-E-302.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Ele

ctric

al\1

9760

19.0

0-E-

302

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


COMPOSTING BUILDING LIGHTING PLAN

1/8"=1'-0"

0 5 10

PROVIDE AND INSTALL IN WEATHERPROOF STAINLESSSTEEL BOXES.

TIE TO SYSTEM GROUNDING IN THE EXISTING MANHOLE.

KEY NOTES:

1

2

1 2

A

H

B

C

D

E

F

G

H21'-0"

1

a

F20'-6"

6

F20'-6"

6

Sa3

Sa3

WPGFCI

WPGFCI

2

12

2 122 WP

GFCI2

2WPGFCI 2

H21'-0"

1

a

H21'-0"

1

a

H21'-0"

1

a

H21'-0"

1

a

3

3

3

3

3

3

3

TO GROUND RODSEE SHEET E-302

4

SLS/JMO

JL/JMO

JRM

AMENDMENT STORAGE BUILDINGPOWER, SIGNAL, LIGHTING

E-311

1976019.00-E-311.dwg

pw:\\

kjce

-pw

.ben

tley.

com

:kjc

e-pw

\Doc

umen

ts\C

lient

s\Al

bany

, City

of O

R\P

roje

cts\

Cla

ss A

Bio

solid

s C

ompo

stin

g Pr

ojec

t_19

7601

9.00

\10-

Des

ign\

10.0

6-D

raw

ings

\Ele

ctric

al\1

9760

19.0

0-E-

311

AND GROUNDING PLAN

4

3

2

1

0

0USE OF DOCUMENTS

NO. REVISION DATE

25mm

BY

SCALES1"

CHECKED

DESIGNED

DRAWN

0

DATE

SHEET OF

FILE NAME

JOB NO.

D E F G HA B C





1976019.00

ALBANY, OREGON


AMENDMENT STORAGE BUILDING - ELECTRICAL PLAN

1/8"=1'-0"

0 5 10

PROVIDE AND INSTALL IN WEATHERPROOF STAINLESS STEELBOXES.

PROVIDE AND INSTALL WHILE-IN-USE COVERS.

MOUNT TO STEEL FRAMING MEMBER, COORDINATE MOUNTINGWITH AMENDMENT BUILDING MANUFACTURER.

BOND GROUND TO BUILDING METAL FRAME.

KEY NOTES:

1

2

3

4

Documents

AM-WRF COMPOSTING IMPROVEMENTS PROJECT