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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
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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
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NO. REVISION DATE
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BY
SCALES1"
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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
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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
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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
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Cla
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Bio
solid
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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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
(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
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\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
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9.00
\10-
Des
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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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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
####
#
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CHECKED
DESIGNED
DRAWN
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECTWMH
CBD
LOW
CIVIL DETAILS 1
C-001
1976019.00-C-001.dwg
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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
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECTWMH
CBD
LOWADDENDUM 1 03/16/21 WMH
CIVIL DETAILS 2
C-002
1976019.00-C-002.dwg
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1
(E) SECONDARYCLARIFIER NO. 1
(E) SECONDARYCLARIFIER NO. 2 (E) AEROBIC
DIGESTERS
(E) SECONDARYCLARIFIER NO. 3
(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
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SCALES1"
CHECKED
DESIGNED
DRAWN
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECTWMH
CBD
LOW
OVERALL SITE PLAN
C-101
1976019.00-C-101.dwg
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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
(E) SECONDARYCLARIFIER NO. 1
(E) DEWATERINGBUILDING
WMH
CBD
LOW
GRADING AND DRAINAGE PLAN
C-111
1976019.00-C-111.dwg
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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
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DESIGNED
DRAWN
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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
EDGE OF NEW GRADED AREA
EDGE OF NEW GRADED AREA
EDGE OF NEW GRADED AREA
EDGE OF NEW GRADED AREA
EDGE OF NEW GRADED AREA
EDGE OF NEW GRADED AREA
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) SECONDARYCLARIFIER NO. 3
(E) CHLORINE CONTACT BASINS
(E) SECONDARYCLARIFIER NO. 1
(E) DEWATERINGBUILDING
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
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECTWMH
CBD
LOW
HORIZONTAL CONTROLAND PAVING PLAN
C-112
1976019.00-C-112.dwg
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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 367090.81 E 7531198.38EDGE OF NEW GRAVEL ROADWAY
N 367075.75 E 7531203.18EDGE OF NEW AC PAVEMENT
N 367042.21 E 7531323.62
N 367041.05 E 7531413.61
N 367074.01 E 7531338.06EDGE OF NEW GRAVEL ROADWAY
N 367084.46 E 7531447.51BEGINNING OF CURVE
N 367097.86 E 7531497.64END OF CURVE
1
N 367054.62 E 7531148.74
N 367089.14 E 7531328.20EDGE OF NEW GRAVEL ROADWAY
N 367072.93 E 7531421.91BEGINNING OF CURVE
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
N 366958.40 E 7531280.00CENTER OF CATCH BASIN
20 N 367056.67 E 7531355.91CENTER OF CATCH BASIN
21 N 367056.67 E 7531452.83CENTER OF CATCH BASIN
22 N 366946.67 E 7531452.83CENTER OF CATCH BASIN
23
17
18
N 367056.67 E 7531318.87CENTER OF MANHOLE
N 366999.91 E 7531312.93CENTER OF CATCH BASIN
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) SECONDARYCLARIFIER NO. 1
(E) CHLORINE CONTACT BASINS
(E) DEWATERINGBUILDING
(E) SECONDARYCLARIFIER NO. 3
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
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECTWMH
CBD
LOW
YARD PIPING PLAN
C-121
1976019.00-C-121.dwg
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-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
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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
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
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FLOOR PLAN
1/8"=1'-0"
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECTARI-11692
Federal Way, WA
REGI
STERED ARCHITECT
STATE OF OREGON
PRESTONMARK
ARI-11692FeFeFeFeFFFFFFFFeFeFeFeFeFeFeFeFeFFFFFFeFeFeFFFFFeFeFeFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF dddddddddddddedederaaaaaaaaaaaaaaaaaaaaaaaalllllllllll WWWaWaWaWaWaWWWWaWaWaWWaWaWaWaWaWaaWaWaWWWaWWaWWWWWWWaWaWaWaWWaWWWWWWWaWaWaWaWWWWaWaWWWaWWaWaWWaWaWWWWWWWWWWWWWWWWWWWWWWWWWW yyyyyyyy,y WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
RERRGE
I STHITEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEECCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS N
PRPRPRPRPRRRRRRRPRRRRRRRPRRRRRRRRPRPRRRPRRRRPRRRRRRRRRRPRRPRRRRRRPRPRPRRRRRRRRRRRRPRRPRPPPRRRRRRRRESESESESESESESESESESESESSESSESSESESESESSSESESSSESESESESSESSSSSESESESESSSSSESESSSSSESESESESSSSSESSESSSSSSSESESESESEEESSESESSSTTTTTTTTTTTTTOTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT NMAMAMAMMAMAMAMAMAMAMAMAMAMAMAMAAMAMAMAAMAMAMAMMAAMAMAAAMAMAMAAMAMAMMAMMAMAMAMAAMAMAMMAMAAMAAMAMAMAAMAAMAMAMAAMAMAMAMAMAMAMMAAMMAMMAMAAAMMMMAM RKRKRKRKRKRRRRRKRRKRRRRKKKKKKKRKRKRKRKRKRRKRRRKRRRKKKKKKRKRKRKRRRRKRKRKKRKKRKRKRRRKRKRKRKKRRRRRRKRKRRRKRKRRRKRKKRKRRKKRKRKRRRRRR
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
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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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECTARI-11692
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
ARI-11692FeFeFeFeFFFFFFFFeFeFeFeFeFeFeFeFeFFFFFFeFeFeFFFFFeFeFeFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF dddddddddddddedederaaaaaaaaaaaaaaaaaaaaaaaalllllllllll WWWaWaWaWaWaWWWWaWaWaWWaWaWaWaWaWaaWaWaWWWaWWaWWWWWWWaWaWaWaWWaWWWWWWWaWaWaWaWWWWaWaWWWaWWaWaWWaWaWWWWWWWWWWWWWWWWWWWWWWWWWW yyyyyyyy,y WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
RERRGE
I STHITEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEECCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS N
PRPRPRPRPRRRRRRRPRRRRRRRPRRRRRRRRPRPRRRPRRRRPRRRRRRRRRRPRRPRRRRRRPRPRPRRRRRRRRRRRRPRRPRPPPRRRRRRRRESESESESESESESESESESESESSESSESSESESESESSSESESSSESESESESSESSSSSESESESESSSSSESESSSSSESESESESSSSSESSESSSSSSSESESESESEEESSESESSSTTTTTTTTTTTTTOTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT NMAMAMAMMAMAMAMAMAMAMAMAMAMAMAMAAMAMAMAAMAMAMAMMAAMAMAAAMAMAMAAMAMAMMAMMAMAMAMAAMAMAMMAMAAMAAMAMAMAAMAAMAMAMAAMAMAMAMAMAMAMMAAMMAMMAMAAAMMMMAM RKRKRKRKRKRRRRRKRRKRRRRKKKKKKKRKRKRKRKRKRRKRRRKRRRKKKKKKRKRKRKRRRRKRKRKKRKKRKRKRRRKRKRKRKKRRRRRRKRKRRRKRKRRRKRKKRKRRKKRKRKRRRRRR
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.
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECTARI-11692
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
MANUFACTURER TO PROVIDEBLOCKING/PLATES AS REQUIREDTO MOUNT LIGHTING, TYPICAL.SEE ALSO ELECTRICAL.
MP
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AMENDMENT STORAGE BUILDINGFLOOR PLAN
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECTARI-11692
Federal Way, WA
REGI
STERED ARCHITECT
STATE OF OREGON
PRESTONMARK
A
AA-313
ARI-11692FeFeFeFeFFFFFFFFeFeFeFeFeFeFeFeFeFFFFFFeFeFeFFFFFeFeFeFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF dddddddddddddedederaaaaaaaaaaaaaaaaaaaaaaaalllllllllll WWWaWaWaWaWaWWWWaWaWaWWaWaWaWaWaWaaWaWaWWWaWWaWWWWWWWaWaWaWaWWaWWWWWWWaWaWaWaWWWWaWaWWWaWWaWaWWaWaWWWWWWWWWWWWWWWWWWWWWWWWWW yyyyyyyy,y WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
RERRGE
I STHITEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEECCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS N
PRPRPRPRPRRRRRRRPRRRRRRRPRRRRRRRRPRPRRRPRRRRPRRRRRRRRRRPRRPRRRRRRPRPRPRRRRRRRRRRRRPRRPRPPPRRRRRRRRESESESESESESESESESESESESSESSESSESESESESSSESESSSESESESESSESSSSSESESESESSSSSESESSSSSESESESESSSSSESSESSSSSSSESESESESEEESSESESSSTTTTTTTTTTTTTOTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT NMAMAMAMMAMAMAMAMAMAMAMAMAMAMAMAAMAMAMAAMAMAMAMMAAMAMAAAMAMAMAAMAMAMMAMMAMAMAMAAMAMAMMAMAAMAAMAMAMAAMAAMAMAMAAMAMAMAMAMAMAMMAAMMAMMAMAAAMMMMAM RKRKRKRKRKRRRRRKRRKRRRRKKKKKKKRKRKRKRKRKRRKRRRKRRRKKKKKKRKRKRKRRRRKRKRKKRKKRKRKRRRKRKRKRKKRRRRRRKRKRRRKRKRRRKRKKRKRRKKRKRKRRRRRR
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
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AMENDMENT STORAGE BUILDINGELEVATIONS
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECTARI-11692
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
ARI-11692FeFeFeFeFFFFFFFFeFeFeFeFeFeFeFeFeFFFFFFeFeFeFFFFFeFeFeFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF dddddddddddddedederaaaaaaaaaaaaaaaaaaaaaaaalllllllllll WWWaWaWaWaWaWWWWaWaWaWWaWaWaWaWaWaaWaWaWWWaWWaWWWWWWWaWaWaWaWWaWWWWWWWaWaWaWaWWWWaWaWWWaWWaWaWWaWaWWWWWWWWWWWWWWWWWWWWWWWWWW yyyyyyyy,y WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
RERRGE
I STHITEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEECCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS N
PRPRPRPRPRRRRRRRPRRRRRRRPRRRRRRRRPRPRRRPRRRRPRRRRRRRRRRPRRPRRRRRRPRPRPRRRRRRRRRRRRPRRPRPPPRRRRRRRRESESESESESESESESESESESESSESSESSESESESESSSESESSSESESESESSESSSSSESESESESSSSSESESSSSSESESESESSSSSESSESSSSSSSESESESESEEESSESESSSTTTTTTTTTTTTTOTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT NMAMAMAMMAMAMAMAMAMAMAMAMAMAMAMAAMAMAMAAMAMAMAMMAAMAMAAAMAMAMAAMAMAMMAMMAMAMAMAAMAMAMMAMAAMAAMAMAMAAMAAMAMAMAAMAMAMAMAMAMAMMAAMMAMMAMAAAMMMMAM RKRKRKRKRKRRRRRKRRKRRRRKKKKKKKRKRKRKRKRKRRKRRRKRRRKKKKKKRKRKRKRRRRKRKRKKRKKRKRKRRRKRKRKRKKRRRRRRKRKRRRKRKRRRKRKKRKRRKKRKRKRRRRRR
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
MANUFACTURER TO PROVIDEBLOCKING/PLATES AS REQUIREDTO MOUNT LIGHTING, TYPICAL.SEE ALSO ELECTRICAL.
MP
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AMENDMENT STORAGE BUILDINGSECTIONS AND DETAILS
A-313
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CHECKED
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECTARI-11692
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
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STRUCTURALGENERAL NOTES AND ABBREVIATIONS
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
JDS
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STRUCTURALSPECIAL INSPECTION SCHEDULE
S-002
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECTARI-11692
Federal Way, WA
PRESTONMARK
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STRUCTURALSTANDARD DETAILS
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECTARI-11692
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)
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COMPOSTING BUILDINGFLOOR PLAN
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECTARI-11692
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"
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
SUBGRADE: MIN 12" SELECT FILLEXTENDING 1' OUTSIDEFOOTING, COMPACT TO 95% INLIFTS NOT EXCEEDING 8"
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COMPOSTING BUILDINGSECTIONS
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECTARI-11692
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"
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COMPOSTING BUILDINGDETAILS
S-303
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECTARI-11692
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
"
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AMENDMENT STORAGE BUILDINGFLOOR PLAN
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FLOOR PLAN
1/8"=1'-0"
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECTARI-11692
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
"
SUBGRADE: MIN 12" SELECT FILLEXTENDING 1' OUTSIDEFOOTING, COMPACT TO 95% INLIFTS NOT EXCEEDING 8"
ECO-BLOCK DIVIDER WALLBEYOND
EXP JT
JDS
JDS
DEC
AMENDMENT STORAGE BUILDINGSECTIONS
S-312
1976019.00-S-312.dwg
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECTARI-11692
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
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECTARI-11692
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
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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
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-002
4
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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
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-301
COMPOSTING BUILDING 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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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
COMPOST EXHAUST FANWW1-016B0201
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
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-302
4
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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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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)
24" FA(EXHAUST PLENUM)
COMPOST SUPPLY FANWW1-016B0101
COMPOST EXHAUST FANWW1-016B0201
24" FA(EXHAUST PLENUM)
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.
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: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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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
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kjce
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.ben
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:kjc
e-pw
\Doc
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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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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
PLC - AB CONTROLLOGIX
E
E
PLC - AB CONTROLLOGIX
E
(E)MCC-10A
(E) SCREW PRESS 2 CONTROLPANEL, WW1-015LCP1142
VFD VFD
E E
VFD VFD
PLC - AB CONTROLLOGIX
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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
(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
PRIMARY COMPOSTINGZONE 1-2
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
PROCESSCONTROL SERVER
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
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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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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
PRIMARY COMPOSTINGZONE 2-1
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
PRIMARY COMPOSTINGZONE 2-2
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
COMPOSTING RIO (OFCI)
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
JRM1 ADDENDUM 1 03/16/21 SLS
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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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
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-pw
.ben
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:kjc
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\Doc
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solid
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t_19
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\10-
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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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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
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\Doc
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of O
R\P
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cts\
Cla
ss A
Bio
solid
s C
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stin
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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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
JL/JMO
JL/JMO
JRM
PANELBOARD AND LUMINAIRE SCHEDULES
E-008
1976019.00-E-008.dwg
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\Doc
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s\Al
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of O
R\P
roje
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Cla
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Bio
solid
s C
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t_19
7601
9.00
\10-
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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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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
PROCESSCONTROL SERVER
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
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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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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
PRIMARY COMPOSTINGZONE 1-1
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
PRIMARY COMPOSTINGZONE 1-2
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)
COMPOSTING RIO (OFCI)
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
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: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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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-6123 JB-3102 SOLENOID, WW1-016SV6121 3/4" 2#14, #14G
S-6124 JB-3102 SOLENOID, WW1-016SV6122 3/4 2#14, #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-6129 JB-3104 COMPOSTING RIO 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-6213 JB-3103 SOLENOID, WW1-016SV6211 3/4" 2#14, #14G
S-6214 JB-3103 SOLENOID, WW1-016SV6212 3/4 2#14, #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-6219 JB-3104 COMPOSTING RIO 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-6223 JB-3104 SOLENOID, WW1-016SV6221 3/4" 2#14, #14G
S-6224 JB-3104 SOLENOID, WW1-016SV6222 3/4 2#14, #14G
S-6225 JB-3104 TIT-3221 N/A VENDOR CABLE
S-6226 JB-3104 TIT-3222 N/A VENDOR CABLE
S-6227 JB-3104 TIT-3223 N/A VENDOR CABLE
S-6229 JB-3104 COMPOSTING RIO 2" 12#14, 10#16 TSP, #14G
SLS/JL
JL
JRM1 ADDENDUM 1 03/16/21 SLS
CONDUIT SCHEDULE
E-012
1976019.00-E-012.dwg
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\Doc
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s\Al
bany
, City
of O
R\P
roje
cts\
Cla
ss A
Bio
solid
s C
ompo
stin
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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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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
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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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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
COMPOST EXHAUST FANWW1-016B0201
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
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\Doc
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lient
s\Al
bany
, City
of O
R\P
roje
cts\
Cla
ss A
Bio
solid
s C
ompo
stin
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ojec
t_19
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9.00
\10-
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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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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
ZONE 1-1 ZONE 1-2 ZONE 2-1 ZONE 2-2
M
COMPOST SUPPLY FAN
COMPOST EXHAUST FANWW1-016B0201
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)
PHASE 1SECONDARY ZONES
WW1-016FV6112
WW1-016FV6122
PHASE 1PRIMARY ZONES
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:\\
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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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
COMPOSTING BUILDING PLAN
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
ZONE 1-1 ZONE 1-2 ZONE 2-1 ZONE 2-2
M MM
M
M
FUTUREBIOFILTER
BIOFILTER
PHASE 1PRIMARY ZONES
PHASE 1SECONDARY ZONES
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
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stin
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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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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
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
AM-WRF COMPOSTING IMPROVEMENTS PROJECT
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