SITE LOCATION D - AC Transit · rem removable repl replace reqd required ret retaining, return rev revision rfi request for information ... kwh kilowatt hour kwhm kilowatt hour meter

SITE LOCATION

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:

ACT FACILITIES MAINTENANCE

ACT PROJECT MANAGER:

DATE:

Alameda - Contra Costa Transit District AC TRANSIT BUS WASH REPLACEMENT

D3 - RICHMOND BUS WASHDRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED

560 14th Street - Suite 400

Oakland, CA 94612

t: 510.763.1313

f: 510.465.1586Alameda - Contra Costa Transit District

SHEET OF

J.JOHNSON

D. UNGSON

4/12/2016

2016-xxxx

4/12/16 30% SUBMITTAL D3 - COVER SHEETG-000

01 - GENERALG-000 D3 - COVER SHEET

G-001 D3 - ABBREVIATIONS

08 - ARCHITECTURALAD-001 D3 - DEMOLITION NOTES

AD-101 D3 - DEMOLITION PLAN

A-001 D3 - ARCHITECTURAL NOTES AND SYMBOLS

A-101 D3 - FLOOR PLAN

A-102 D3 - REFLECTED CEILING PLAN

A-103 D3 - ROOF PLAN

A-201 D3 - EXTERIOR ELEVATIONS 1

A-202 D3 - EXTERIOR ELEVATIONS 2

A-203 D3 - INTERIOR ELEVATIONS 1

A-204 D3 - INTERIOR ELEVATION 2

A-301 D3 - BUILDING SECTIONS

INDEX OF DRAWINGS

SITE AERIAL SITE MAP

09 - EQUIPMENTQD-101 D3 - EQUIPMENT DEMOLITION PLAN

Q-101 D3 - EQUIPMENT FLOOR PLAN

Q-301 D3 - EQUIPMENT SECTION

12 - PLUMBINGPD-101 D3 - PLUMBING - DEMOLITION PLAN

P-001 D3 - PLUMBING NOTES AND SYMBOLS

P-002 D3 - PLUMBING SCHEDULES

P-101 D3 - PLUMBING - FLOOR PLAN

P-301 D3 - PLUMBING DETAILS

14 - MECHANICALM-101 D3 - MECHANICAL FLOOR PLAN

15 - ELECTRICALED-101 D3 - ELECTRICAL DEMOLITION PLAN

E-001 D3 - ELECTRICAL NOTES AND SYMBOLS

E-101 D3 - POWER PLAN

E-102 D3 - LIGHTING PLAN

LOCATION MAP

STD STANDARDSTIF STIFFENERSTIR STIRRUPSTM STEAMSTOR STORAGEST PR STATIC PRESSURESTRUCT STRUCTURALSUCT SUCTIONSUM SUMMARYSUPT SUPPORTSURF SURFACESUSP SUSPENDSVCE SERVICESW SIDEWALK, SWITCHSWBD SWITCHBOARDSWDR SWING DOORSWGR SWITCHGEARSWR MH SEWER MANHOLESYM SYMBOLSYMM SYMMETRICALSYS SYSTEMT TREADTAN TANGENTT&B TOP AND BOTTOMTC TERRA COTTATD TEMPERATURE DIFFERENCE, TRENCH DRAINTDH TOTAL DYNAMIC HEADTEL TELEPHONETEMP TEMPERATURE, TEMPORARYTER TERRAZZOTERM TERMINALT&G TONGUE AND GROOVETHD THREADTHK THICKNESSTHRES THRESHOLDTHRU THROUGHTO TOP OF ______TOC TOP OF CONCRETE, TOP OF CURBTOF TOP OF FOOTINGTOL TOLERANCETOM TOP OF MASONRYTOPO TOPOGRAPHYTOW TOP OF WALLTOS TOP OF SLAB, TOP OF STEELTP TELEPHONE POLE, TOTAL PRESSURETS TUBE STEELTSTAT THERMOSTATTV TELEVISIONTYP TYPICALUGND UNDERGROUNDUH UNIT HEATERUL UNDERWRITERS LABORATORIESUN UNLESS NOTEDUNO UNLESS NOTED OTHERWISEUP UTILITY POLEUR URINALUTIL UTILITY

V VOLTVA VOLT AMPERESVAC VACUUMVAN VANITYVAR VARIATION, VARIES, VOLT AMPERES REACTIVEVAV VARIABLE AIR VOLUMEVB VACUUM BREAKER, VINYL BASEVC VERTICAL CURVEVCT VINYL COMPOSITION TILE, VITRIFIED CLAY TILEVEL VELOCITYVENT VENTILATORVERT VERTICALVEST VESTIBULEVFD VARIABLE FREQUENCY DRIVEVIB VIBRATIONVIF VERIFY IN FIELDVOL VOLUMEVR VAPOR RETARDERVS VOLTMETER SWITCHVTR VENT THRU ROOFVWC VINYL WALL COVERING

W WASTE, WATT, WEST, WIDEW/ WITHWB WET BULBWC WATER CLOSETWCO WALL CLEANOUTWD WOOD, WOOD DOORWDW WINDOWWF WIDE FLANGEWGL WIRED GLASSWH WALL HYDRANTWHA WATER HAMMER ARRESTERWHM WATT HOUR METERWI WROUGHT IRONWL WIND LOADWM WIRE MESH, WATER METERW/O WITHOUTWP WATER PROOFING, WEATHERPROOF, WORKINGPOINTWT WEIGHT, WIRE TROUGHWTR WATERXFMR TRANSFORMERX SECT CROSS SECTIONYD YARD, YARD DRAINYH YARD HYDRANTYR YEAR

POS POSITION, POSITIVEPP POLYPROPYLENEPR PAIR, PUMPED RETURNPREFAB PREFABRICATEPRELIM PRELIMINARYPRESS PRESSUREPREV PREVIOUSPRI PRIMARYPRKG PARKINGPROJ PROJECTPROP PROPELLERPRV PRESSURE REDUCING VALVEPSF POUND PER SQUARE FOOTPSI POUND PER SQUARE INCHPSIA POUND PER SQUARE INCH ABSOLUTEPSIG POUND PER SQUARE INCH GAGEPT PAINT, PRESSURE TREATEDPTAC PACKAGE TERMINAL AIR-CONDITIONERPTN PARTITIONPVC POLYVINYL CHLORIDEPVG PAVINGPWR POWER

QA QUALITY ASSURANCEQC QUALITY CONTROLQT QUARRY TILEQTB QUARRY TILE BASEQTR QUARTERQTY QUANTITYQUAD QUADRANGLE, QUADRANT

R RADIUS, RISERRA RETURN AIRRAD RADIAN, RADIATORRC REINFORCED CONCRETERCP REFLECTED CEILING PLAN, REINF CONCPIPERCPTN RECEPTIONRCVR RECEIVERRD ROAD, ROOF DRAINRDC REDUCERREC RECESSEDRECIP RECIPROCALRECIRC RECIRCULATERECPT RECEPTACLEREC ROOM RECREATION ROOMRECT RECTANGLEREF REFERENCE, REFRIGERATIONREFL REFLECTREINF REINFORCEREM REMOVABLEREPL REPLACEREQD REQUIREDRET RETAINING, RETURNREV REVISIONRFI REQUEST FOR INFORMATIONRH RIGHT HANDRLL REFRIGERANT LIQUID LINERM ROOMRMS ROOT MEAN SQUARERND ROUNDRO ROUGH OPENINGROW RIGHT-OF-WAYRPM REVOLUTIONS PER MINUTERR RAILROADRSL REFRIGERANT SUCTION LINERT RIGHTRTF RUBBER TILE FLOORRV RELIEF VALVERVS REVERSERW ROADWAYRWL RAIN WATER LEADER

S SOUTHSAN SANITARYSAPC SUSPENDED ACOUSTICAL PLASTER CEILINGSATC SUSPENDED ACOUSTICAL TILE CEILINGSB SPLASH BLOCKSC SOLID CORESCHED SCHEDULESCHEM SCHEMATICSCMU SOLID CONCRETE MASONRY UNITSSCP SCUPPERSD STORM DRAINSDL SADDLESDMPR SMOKE DAMPERSECT SECTIONSEP SEPARATOR, SEPARATESF SQUARE FOOT (FEET)SHLDR SHOULDERSHR SHOWERSHT SHEETSIM SIMILARSLNT SEALANTSLV SLEEVESOLV SOLENOID VALVESP STANDPIPESPC SUSPENDED PLASTER CEILINGSPDT SINGLE POLE DOUBLE THROWSPEC SPECIFICATIONSPKLR SPRINKLERSPKR SPEAKERSPLY SUPPLYSPRT SUPPORTSPST SINGLE POLE SINGLE THROWSQ SQUARESQ IN SQUARE INCHSQ YD SQUARE YARDSS STORM SEWERSSP STAINLESS STEEL PIPESST STAINLESS STEELST STREETSTA STATIONSTC SOUND TRANSMISSION CLASS

MCC MOTOR CONTROL CENTERMECH MECHANICALMECH RM MECHANICAL ROOMMEMB MEMBRANEMEZZ MEZZANINEMFD MANUFACTUREDMFG MANUFACTURINGMFR MANUFACTURERMFR REC MANUFACTURER'S RECOMMENDATIONMG MOTOR GENERATORMGT MANAGEMENTMH MANHOLEMIC MICROPHONEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSmm MILLIMETERmm3 CUBIC MILLIMETERMO MASONRY OPENINGMOD MODEL, MODIFYMOD BIT MODIFIED BITUMENMON MONUMENTMOT MOTORMOV MOTOR OPERATED VALVEMPH MILE(S) PER HOURMPT MALE PIPE THREADMR MOISTURE RESISTANTMRT MARBLE THRESHOLDMS MOP SINKMSL MEAN SEA LEVELMTD MOUNTEDMTG MOUNTINGMTL METALMVA MEGAVOLT AMPERES

N NORTHNA NOT APPLICABLENATL NATIONALNC NORMALLY CLOSEDNEG NEGATIVENEUT NEUTRALNF NEAR FACENIC NOT IN CONTRACTNO NORMALLY OPEN, NUMBERNOM NOMINALNON STD NONSTANDARDNORM NORMALNPT NATIONAL PIPE THREADNRC NOISE REDUCTION COEFFICIENTNS NEAR SIDENTS NOT TO SCALENT WT NET WEIGHT

OA OUTSIDE AIR, OVERALLOAI OUTSIDE AIR INTAKEOC ON CENTEROCB OIL CIRCUIT BREAKEROCC OCCUPYOD OUTSIDE DIAMETEROF OUTSIDE FACEOF/CI OWNER FURNISHED / CONTRACTOR INSTALLEDOFD OVERFLOW DRAINOFF OFFICEOF/OI OWNER FURNISHED / OWNER INSTALLEDOH OVERHANGOL OVERLOADOPH OPPOSITE HANDOPNG OPENINGOPP OPPOSITEOPT OPTIONALOR OUTSIDE RADIUSORIG ORIGINALOVC OVERCURRENTOVFL OVERFLOWOZ OUNCE

1P SINGLE POLEP POLE, PUMPPARA PARAGRAPHPAT PATTERNPB PANELBOARD, PULL BOXPC PIECE, POINT OF CURVE, PORTLAND CEMENTPCC POINT OF COMPOUND CURVEPCF POUNDS PER CUBIC FOOTPCT PERCENTPD PRESSURE DROPPE PNEUMATIC-ELECTRICPED PEDESTALPERF PERFORATEDPERIM PERIMETERPERM PERMANENTPERP PERPENDICULARPF POWER FACTORPG PRESSURE GAGEPH PHASEPHC PREHEAT COILPI POINT OF INTERSECTIONPIV POST INDICATOR VALVEPK GAR PARKING GARAGEPL PROPERTY LINEPLAM PLASTIC LAMINATEPLAS PLASTERPLAT PLATFORMPLBG PLUMBINGPLC PLACEPLF POUNDS PER LINEAR FOOTPLYWD PLYWOODPMF PROBABLE MAXIMUM FLOODPN PART NUMBERPNEU PNEUMATICPNL PANELPOB POINT OF BEGINNINGPORC PORCELAIN

H HATCH (ROOF), HIGHHAZ HAZARDHB HOSE BIBBHC HEATING COIL, HOLLOW COREHCMU HOLLOW CONCRETE MASONRY UNITHCP HANDICAPPEDHD HEADHDBD HARDBOARDHDPE HIGH DENSITY POLYETHYLENEHDW HARDWAREHDWD HARDWOODHDWL HEADWALLHEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)HEX HEXAGONHG MERCURYHGR HANGERHH HANDHOLEHID HIGH INTENSITY DISCHARGEHM HOLLOW METALHNDRL HAND RAILHORIZ HORIZONTALHP HEAT PUMP, HORSEPOWERHPS HIGH PRESSURE SODIUMHQ HEADQUARTERSHS HIGH STRENGTHHT HEIGHTHVAC HEATING, VENTILATING & AIR CONDITIONINGHW HOT WATERHWP HOT WATER PUMPHWY HIGHWAYHYD HYDRANTHz HERTZ

ID INSIDE DIAMETER, INSIDE DIMENSIONID NO IDENTIFICATION NUMBERIF INSIDE FACEIMC INTERMEDIATE METALLIC CONDUITINCAND INCANDESCENTINCIN INCINERATORINCL INCLUDEDINFO INFORMATIONIN-LB INCH-POUNDINSTR INSTRUMENTINSUL INSULATIONINT INTERIORINTL INTERNATIONALINV INVERTINV EL INVERT ELEVATIONIP IRON PIPEIR INSIDE RADIUS, INFRARED

J-BOX JUNCTION BOXJAN JANITORJAN CLOJANITOR'S CLOSET

KB KNEE BRACEKIT KITCHENKLF KIP(S) PER LINEAR FOOTKO KNOCKOUTKPa KILOPASCALKSF KIP(S) PER SQUARE FOOTkV KILOVOLTkVA KILOVOLT-AMPEREkVAR KILOVOLT-AMPERE REACTIVEkW KILOWATTkWh KILOWATT HOURkWhm KILOWATT HOUR METER

L ANGLELA LIGHTNING ARRESTERLAB LABORATORYLAD LADDERLAM LAMINATELAM GL LAMINATED GLASSLAT LATITUDE, LEAVING AIR TEMPERATURELAV LAVATORYLB POUNDLF LINEAR FEETLH LEFT HANDLHS LEFT HAND SIDELIM SW LIMIT SWITCHLIN LINEARLINO LINOLEUMLIQ LIQUIDLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLNG LONGITUDELP LOW PRESSURE, LIGHT POLELPT LOW POINTLRA LOCKED ROTOR AMPSLS LUMP SUMLT LIGHTLTG LIGHTINGLT WT LIGHT WEIGHTLVR LOUVERLWT LEAVING WATER TEMPERATURE

m3 CUBIC METERm METERMA MILLIAMPMACH MACHINEMACH RM MACHINE ROOMMAINT MAINTENANCEMAG MAGNETMAN MANUALMATL MATERIALMAX MAXIMUMMB MAIL BOX, MIXING BOXMBtuH THOUSAND BRITISH THERMAL UNITS/HOURMC MOMENT CONNECTIONMCB MAIN CIRCUIT BREAKER

EPRF EXPLOSION PROOFEQ EQUALEQL SP EQUALLY SPACEDEQUIP EQUIPMENTEQUIV EQUIVALENTES EDGE OF SHOULDERESC ESCAPEESMT EASEMENTESP EXTERNAL STATIC PRESSUREETC AND SO FORTHEVAP EVAPORATEEW EACH WAYEWC ELECTRIC WATER COOLEREWH ELECTRIC WATER HEATEREWT ENTERING WATER TEMPERATUREEX EXAMPLEEXC EXCAVATEEXH EXHAUSTEXHV EXHAUST VENTEXIST EXISTINGEXP EXPANSIONEXT EXTERIOR, EXTERNAL, EXTINGUISHER

F FARENHEIT, FEMALEFA FIRE ALARM, FRESH AIRFAB FABRICFACP FIRE ALARM CONTROL PANELFAI FRESH AIR INLETFC FILE CABINET, FOOT CANDLEFCO FLOOR CLEANOUTFCTY FACTORYFCU FAN COIL UNITFD FLOOR DRAINFDMPR FIRE DAMPERFDR FEEDERFDTN FOUNDATIONFDW FEED WATERFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER W/CABINETFED FEDERALFF FAR FACE, FINISH FACEFF BATT FOIL BACKED BATT INSULATIONFF&E FURNITURE, FIXTURE & EQUIPMENTF/F FACE TO FACEFH FIRE HOSEFHC FIRE HOSE CABINETFHR FIRE HOSE RACKFHWA FEDERAL HIGHWAY ADMINISTRATIONFIG FIGUREFIL FILLETFIN FINISHFIN BS FINISH BOTH SIDESFIN FLR FINISHED FLOORFIXT FIXTUREFLA FULL LOAD AMPSFLEX FLEXIBLEFLG FLANGEFLL FLOW LINEFLMT LUSH MOUNTFL OZ FLUID OUNCEFLR FLOORFLR SK FLOW SINKFL SW FLOW SWITCHFLUOR FLUORESCENTFN FENCEFO FUEL OILFOTK FUEL OIL STORAGE TANKFP FIREPROOF, FLAGPOLEFPM FOOT (FEET) PER MINUTEFPS FOOT (FEET) PER SECONDFR FRAMEFREQ FREQUENCYFRP FIBER GLASS REINFORCED PLASTICFS FAR SIDE, FEDERAL SPECIFICATIONFT FOOT, FEETFTG FOOTINGFT HD FEET OF HEADFURN FURNISH, FURNITUREFUT FUTUREFVNR FULL VOLTAGE NON-REVERSINGFVR FULL VOLTAGE REVERSINGFWC FABRIC WALL COVERING

G GROUND, NATURAL GASGA GAGEGAL GALLONGALV GALVANIZEDGALV STL GALVANIZED STEELGC GENERAL CONTRACTORGD GUARDGEN GENERAL, GENERATORGFCI GROUND FAULT CIRCUIT INTERRUPTERGFRG GLASS FIBER REINFORCED GYPSUMGL GLASSGL BLK GLASS BLOCKGLZ GLAZINGGOVT GOVERNMENTGP GROUPGPD GALLONS PER DAYGPH GALLONS PER HOURGPM GALLONS PER MINUTEGPS GALLONS PER SECONDGR FL GROUND FLOORGR WT GROSS WEIGHTGRAN GRANITEGRTG GRATINGGSU GLAZED STRUCTURAL UNITGV GASOLINE VALVEGVL GRAVELGWT GLAZED WALL TILEGYP BD GYPSUM BOARDGYP GYPSUM

CJ CONSTRUCTION JOINT, CONTROL JOINTCKT CIRCUITCKT BRKR CIRCUIT BREAKERCL CENTER LINE, CLASSCLG CEILINGCLG HT CEILING HEIGHTCLO CLOSETCLR CLEARCLRM CLASSROOMcm CENTIMETERCMP CORRUGATED METAL PIPECMU CONCRETE MASONRY UNITCND CONDUITCNDS CONDENSATECNTR COUNTERCO CLEAN OUT, COMPANYCOEFF COEFFICIENTCOL COLUMNCOMB COMBINATIONCOMM COMMUNICATIONCOMPR COMPRESSORCONC CONCENTRIC, CONCRETECONC FL CONCRETE FLOORCOND CONDENSERCONF CONFERENCECONN CONNECTCONSTR CONSTRUCTIONCONT CONTINUE, CONTROLLERCONTR CONTRACT, CONTRACTORCOORD COORDINATECOP COEFFICIENT OF PERFORMANCECORR CORRIDORCPT CARPET, CONTROL POWER TRANSFORMERCPVC CHLORINATED POLYVINYL CHLORIDECR CONTROL RELAYCRP CONDENSATE RETURN PUMPCRS COLD ROLLED STEELCSK COUNTERSUNKCT CERAMIC TILE, CURRENT TRANSFORMERCTB CERAMIC TILE BASECTD COATEDCTG COATINGCTR CENTERCTRL CONTROLCU COPPERCU FT CUBIC FOOT (FEET)CUH CABINET UNIT HEATERCU IN CUBIC INCHCUR CURRENTCU YD CUBIC YARDCW COLD WATER PIPINGCYL CYLINDER

D DEEP, DEPTHDA DRAINAGE AREAdB DECIBELDB DRY BULBDBL DOUBLEDC DIRECT CURRENTDDC DIRECT DIGITAL CONTROLDEG DEGREEDEL DELETEDEMO DEMOLITIONDEPT DEPARTMENTDET DETAILDEV DEVELOPMENTDF DRINKING FOUNTAINDI DROP INLETDIA DIAMETERDIAG DIAGRAMDIFF DIFFERENCE, DIFFUSERDIM DIMENSIONDIP DUCTILE IRON PIPEDIR DIRECTIONDISC DISCONNECTDISCH DISCHARGEDISP DISPENSERDIST DISTANCEDISTR PNL DISTRIBUTION PANEL

DIV DIVISIONDL DEAD LOADDMPR DAMPERDOM DOMESTICDOZ DOZENDPDT DOUBLE POLE DOUBLE THROWDPST DOUBLE POLE SINGLE THROWDR DOOR, DRAIN, DRIVEDS DISCONNECT SWITCH, DOWNSPOUTDW DISHWASHER, DISTILLED WATERDWG DRAWING

E EASTEA EACHEAT ENTERING AIR TEMPERATUREECC ECCENTRICEER ENERGY EFFICIENCY RATIOEF EACH FACEEFF EFFICIENCYEIFS EXTERIOR INSULATION FINISH SYSTEMEH ELECTRIC HEATEREJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICELEV ELEVATOREMER EMERGENCYEMI ELECTROMAGNETIC INTERFERENCEEMT ELECTRICAL METALLIC TUBINGENCL ENCLOSUREENGR ENGINEERENTR ENTRANCEEOS EDGE OF SLABEPA ENVIRONMENTAL PROTECTION AGENCYEPDM ETHYLENE PROPYLENE DIENE MONOMER

AAD AUTOMATIC AIR DAMPERAB ANCHOR BOLTABAN ABANDONA/C AIR CONDITIONA/C UNIT AIR CONDITIONING UNITAC ALTERNATING CURRENT, ARMORED CABLEACCU AIR COOLED CONDENSING UNITACS DR ACCESS DOORACS PNL ACCESS PANELACSR ALUMINUM CABLE STEEL REINFACST ACOUSTICACT ACOUSTICAL CEILING TILEAD AREA DRAINADA AMERICANS WITH DISABILITIES ACTADDL ADDITIONALADDM ADDENDUMADJ ADJUSTABLEAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAGGR AGGREGATEAH AMPERE HOURAHJ AUTHORITY HAVING JURISDICTIONAHU AIR HANDLING UNITALM ALARMALT ALTERNATEALUM ALUMINUMAMB AMBIENTAMP AMPEREANN ANNUNCIATORAPPD APPROVEDAPPROX APPROXIMATEAR AS REQUIREDARCH ARCHITECTASCE AMERICAN SOCIETY OF CIVIL ENGINEERSASPH ASPHALTASSY ASSEMBLYASTM AMERICAN SOCIETY FOR TESTING MATERIALSASYM ASYMMETRICALATS AUTOMATIC TRANSFER SWITCHAUTO AUTOMATICAUX AUXILIARYAVE AVENUEAVG AVERAGEAWG AMERICAN WIRE GAGEAWT ACOUSTICAL WALL TREATMENTAWWA AMERICAN WATER WORKS ASSOCIATIONAZ AZIMUTH

BAT BATTERYBC BOLT CIRCLE, BOOKCASEBD BOARDBDD BACKDRAFT DAMPERBDRY BOUNDARYBF BOTH FACESBFP BACKFLOW PREVENTERBFWP BOILER FEED WATER PUMPBHP BRAKE HORSEPOWERBITUM BITUMINOUSBLWDN BLOWDOWNBL BASE LINEBLDG BUILDINGBLKT BLANKETBLR BOILERBLR HP BOILER HORSEPOWERBLT BORROWED LIGHTBLVD BOULEVARDBLW BELOWBM BEAM, BENCHMARKBOS BOTTOM OF STEELBOT BOTTOMB PL BASE PLATEBR BEDROOMBRCG BRACINGBRDG BRIDGINGBRG BEARINGBRKT BRACKETBRZ BRONZEBS BOTH SIDESBSMT BASEMENTBtu BRITISH THERMAL UNITBtuH BRITISH THERMAL UNIT PER HOURBTWN BETWEENBUR BUILT-UP ROOF

C CELSIUS, CHANNELC TO C CENTER TO CENTERCAB CABINETCALC CALCULATECAP CAPACITYCAT CATALOGUECB CATCH BASIN, CERAMIC BASEC/C COOLING COILCC CUBIC CENTIMETERCCTV CLOSED CIRCUIT TELEVISIONCCW COUNTERCLOCKWISECEM CEMENTCER CERAMICCF/CI CONTRACTOR FURNISHED / CONTR INSTALLEDCFE CONTRACTOR FURNISHED EQUIPCFM CUBIC FOOT (FEET) PER MINUTECF/OI CONTRACTOR FURNISHED / OWNER INSTALLEDCFS CUBIC FOOT (FEET) PER SECONDCG CENTER OF GRAVITY, CORNER GUARDCH CHILLERCHB CHALKBOARDCHEM CHEMICALCHFR CHAMFERCHG CHARGERCHK CHECKCHWP CHILLED WATER PUMPCI CAST IRON, CURB INLETCIP CAST IRON PIPECIR CIRCLE

STANDARD ABBREVIATIONS

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:

Alameda - Contra Costa Transit District AC TRANSIT BUS WASH REPLACEMENTD3 - RICHMOND BUS WASH

DRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED


Oakland, CA 94612

t: 510.763.1313f: 510.465.1586

Alameda - Contra Costa Transit DistrictSHEET OF

J.JOHNSON

D. UNGSON

4/12/2016

2016-xxxx

4/12/16 30% SUBMITTAL D3 - ABBREVIATIONSG-001

GENERAL ARCHITECTURAL NOTESCONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK WITH ALL

SUB-CONTRACTORS AND APPLICABLE TRADES.

ALL WORK SHALL BE IN ACCORDANCE WITH MANUFACTURER'S LATEST

STANDARD RECOMMENDATIONS AND ALL APPLICABLE CODES.

FOR LEGEND AND ABBREVIATIONS SEE DRAWING G-003, G-004 AND THIS DRAWING.

COORDINATE OPENING LOCATIONS AND SIZES THROUGH PARTITIONS ABOVE

THE CEILINGS REQUIRED PENETRATIONS WITH MEP AND PROCESS DRAWINGS.

CONTRACTOR SHALL COORDINATE LOCATIONS OF LIGHT FIXTURES, SPRINKLER

HEADS, REGISTERS, ETC. WITH THE ELECTRICAL, MECHANICAL, PLUMBING, AND

SPRINKLER DRAWINGS. ALL SPRINKLER HEADS, DIFFUSERS AND REGISTERS

SHALL BE CENTERED IN SUSPENDED ACOUSTICAL PANELS, UNLESS OTHER

WISE NOTED ON DRAWINGS.

CONTRACTOR SHALL FILL ALL VOIDS IN MASONRY AND CONCRETE

AROUND ALL PENETRATIONS WITH CONSTRUCTION TO MATCH SURROUNDINGCONDITIONS.

CONTRACTOR IS RESPONSIBLE FOR PAINTING ALL EXPOSED STEEL, DECKING,

PIPING, CONDUIT, SPRINKLER PIPING AND DUCTS WHICH ARE EXPOSED IN AREAS

WITH NO CEILINGS AND SCHEDULED TO RECEIVE PAINT FINISH AS INDICATED ON

INTERIOR FINISH NOTES.

THE ABBREVIATION "AFF" STANDS FOR "ABOVE FINISHED FLOOR". THIS IS MEANT

TO INDICATE THE DIMENSION ABOVE THE FINAL FLOOR FINISH (I.E. CARPET, CT,

VCT, ETC.) THE GENERAL CONTRACTOR MUST REVIEW AND COORDINATE ANY

REQUIRED FINAL FLOOR FINISH WITH ANY HEIGHTS REQUIRED BEFORE THE

INSTALLATION OF THE FLOOR FINISH.

ALL INTERIOR DIMENSIONS ARE TO FACE OF FINISHED WALL. ALL EXTERIOR

DIMENSIONS ARE TO THE FACE OF PRECAST CONCRETE.

INTERIOR PARTITIONS ARE DIMENSIONED TO NOMINAL THICKNESS ON FLOOR

PLANS. SEE PARTITION TYPES ON SHEET A-501 FOR ACTUAL THICKNESS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

BUILDING FINISHED FLOOR REFERENCE ELEVATION 100'-0" EQUALS ELEVATION23.50', REFER TO CIVIL DRAWINGS FOR ACTUAL ELEVATION.

11.

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:


DRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED


Oakland, CA 94612

t: 510.763.1313f: 510.465.1586


J.JOHNSON

D. UNGSON

4/12/2016

2016-xxxx

4/12/16 30% SUBMITTAL D3 - DEMOLITION NOTESAD-001

A B D

2

3

1

C

21

4

3

9

9

6

4

1

1

2

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:


DRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED


Oakland, CA 94612

t: 510.763.1313f: 510.465.1586


J.JOHNSON

D. UNGSON

4/12/2016

2016-xxxx

4/12/16 30% SUBMITTAL D3 - DEMOLITION PLANAD-101

1/4" = 1'-0"AD-101

DEMOLITION PLAN1

4' 8' 16'0

GENERAL DEMOLITION NOTES

SHEET NOTES

BLAST CLEAN CONCRETE SLAB.

CLEAN PAINTED MASONRY WALLS. REMOVE ALLMOSS AND LOOSE PAINT.

REMOVE (E) METAL DOORS AND HARDWARE.

PROTECT DRAINS FROM ALL CLEANING RUNOFF.

PROTECT DRAINS FROM ALL CLEANING RUN-OFF.REMOVE DEBRIS FROM SITE.

REMOVE CENTER PARTITION-CORRUGATED FIBERGLASS PANELS.

CLEAN CEILING BEAMS AND DECKING.

CUT OPENING IN ROOF DECK FOR FAN.

REMOVE (E) BUILT UP ROOFING WITH GRAVELBALLAST.

1

2

3

4

5

6.

7.

8.

9.

SEE Q SHEETS FOR EQUIPMENT DEMO.

SEE E SHEETS FOR ELECTRICAL DEMO.

SEE P SHEETS FOR PLUMBING DEMO.

AFTER EQUIPMENT (QD-101) AND CENTRAL PANEL (NOTE6) CONTRACTOR TO FIELD VERIFY PLACEMENT OFANCHOR BOLTS THAT DO NOT MEET PLACEMENTREQUIREMENTS FOR ANCHORING NEW EQUIPMENT TOGROUND FLUSH.

10.

4

TR

UE

NO

RTH

GENERAL ARCHITECTURAL NOTESCONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK WITH ALL

SUB-CONTRACTORS AND APPLICABLE TRADES.

ALL WORK SHALL BE IN ACCORDANCE WITH MANUFACTURER'S LATEST

STANDARD RECOMMENDATIONS AND ALL APPLICABLE CODES.

FOR LEGEND AND ABBREVIATIONS SEE DRAWING G-003, G-004 AND THIS DRAWING.

COORDINATE OPENING LOCATIONS AND SIZES THROUGH PARTITIONS ABOVE

THE CEILINGS REQUIRED PENETRATIONS WITH MEP AND PROCESS DRAWINGS.

CONTRACTOR SHALL COORDINATE LOCATIONS OF LIGHT FIXTURES, SPRINKLER

HEADS, REGISTERS, ETC. WITH THE ELECTRICAL, MECHANICAL, PLUMBING, AND

SPRINKLER DRAWINGS. ALL SPRINKLER HEADS, DIFFUSERS AND REGISTERS

SHALL BE CENTERED IN SUSPENDED ACOUSTICAL PANELS, UNLESS OTHER

WISE NOTED ON DRAWINGS.

CONTRACTOR SHALL FILL ALL VOIDS IN MASONRY AND CONCRETE

AROUND ALL PENETRATIONS WITH CONSTRUCTION TO MATCH SURROUNDINGCONDITIONS.

CONTRACTOR IS RESPONSIBLE FOR PAINTING ALL EXPOSED STEEL, DECKING,

PIPING, CONDUIT, SPRINKLER PIPING AND DUCTS WHICH ARE EXPOSED IN AREAS

WITH NO CEILINGS AND SCHEDULED TO RECEIVE PAINT FINISH AS INDICATED ON

INTERIOR FINISH NOTES.

THE ABBREVIATION "AFF" STANDS FOR "ABOVE FINISHED FLOOR". THIS IS MEANT

TO INDICATE THE DIMENSION ABOVE THE FINAL FLOOR FINISH (I.E. CARPET, CT,

VCT, ETC.) THE GENERAL CONTRACTOR MUST REVIEW AND COORDINATE ANY

REQUIRED FINAL FLOOR FINISH WITH ANY HEIGHTS REQUIRED BEFORE THE

INSTALLATION OF THE FLOOR FINISH.

ALL INTERIOR DIMENSIONS ARE TO FACE OF FINISHED WALL. ALL EXTERIOR

DIMENSIONS ARE TO THE FACE OF PRECAST CONCRETE.

INTERIOR PARTITIONS ARE DIMENSIONED TO NOMINAL THICKNESS ON FLOOR

PLANS. SEE PARTITION TYPES ON SHEET A-501 FOR ACTUAL THICKNESS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

BUILDING FINISHED FLOOR REFERENCE ELEVATION 100'-0" EQUALS ELEVATION23.50', REFER TO CIVIL DRAWINGS FOR ACTUAL ELEVATION.

11.

GENERAL MATERIAL LEGEND

CONCRETEMASONRY UNIT

INSULATION(BLANKET,BATT)

CONCRETE

GRAVEL

EXTERIOR FINISHMASONRY UNIT

EARTH

RIGIDINSULATION

STEEL IN SECTION

COMPOSITE METALPANEL

WOODBLOCKING

PLYWOOD

GYPSUM WALLBOARD

X

X-XXXX

X-XXX

X

X

X

X

X

XXX

X

X-XXX

DATUM ELEVATION

EXISTING CONSTRUCTION TO BE REMOVED

EXISTING CONSTRUCTION TO REMAIN

NEW CONSTRUCTION

DEMOLITION NOTE

ROOM IDENTIFIER, NAME AND NUMBER

REVISION TAG

DETAIL BUBBLE ELEVATION SYMBOL

PROJECT NORTH ARROW(FOR SITE WORK)

MULTIPLE INTERIORELEVATION SYMBOL

SECTION SYMBOL

GENERAL SYMBOLS

DETAIL LETTER

DRAWING ON WHICHDETAIL IS REFERENCED

ELEVATION LETTER

DRAWING ON WHICHELEVATION ISREFERENCED

SECTION NUMBER

DRAWING ON WHICHSECTION IS REFERENCED

DIRECTION OF VIEWSECTION IS TAKEN

ELEVATION LETTER

DRAWING ON WHICHELEVATIONS AREREFERENCED

SECTION NUMBER ORDETAIL, ELEVATION ORENLARGED PLAN LETTER

DRAWING ON WHICH SECTION, DETAIL,ELEVATION OR ENLARGED PLAN ISREFERENCED

x-xxx

LISTS ADDITIONAL DRAWINGS FROM WHERESECTION, DETAIL, ELEVATION OR ENLARGEDPLAN IS REFERENCED

X

101

FE

X

X-XXX

SECTION NUMBER

WINDOW SECTION CUT

DOOR NUMBER

PARTITION TYPE

WINDOW NUMBER

INTERNATIONAL SYMBOLOF ACCESSIBILITY

FIRE EXTINGUISHER -SURFACE MOUNTED

DRAWING ON WHICH SECTIONIS SHOWN

X SIGN NUMBER

1t

1i

Room name

101

1/8" = 1'-0"

X1

R101

PLAN/SECTION/ELEVATION4' 8' 16'0

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:


DRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED


Oakland, CA 94612

t: 510.763.1313f: 510.465.1586


J.JOHNSON

D. UNGSON

4/12/2016

2016-xxxx

4/12/16 30% SUBMITTAL D3 - ARCHITECTURAL NOTES AND SYMBOLSA-001

VEHICLE WASH AGENT CONCENTRATE

VEH I CL E WAS H AG ENT B LEN D T AN K

A B D

2

3

A-204

1

A-204

7

2

3

4

5

86STORAGE

3

ELECTRICAL

4

BUS WASHER

BAY #1

1

1

C

BUS WASHER

BAY #2

2

3

2TYP.

4

4

21

A-201

2

A-201 1

A-2011

A-202 2

A-202

1

A-203

1

A-203

2

1

A-301

2

A-301

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:



SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED


Oakland, CA 94612

t: 510.763.1313


SHEET OF

J.JOHNSON

D. UNGSON

4/12/2016

2016-xxxx

4/12/16 30% SUBMITTAL D3 - FLOOR PLANA-101

1/4" = 1'-0"A-101

FLOOR PLAN1

4' 8' 16'0

GENERAL NOTES

FOR BUS WASH EQUIPMENT SEE Q SHEETS.

FOR PLUMBING SEE P SHEETS.

FOR ELECTRICAL SEE E SHEETS.

SHEET NOTES

A.

B.

C.

SEAL CONCRETE FLOOR WITH CLEAR PENETRATING

SEALER.

REPAINT MASONRY WALLS AT INTERIOR.

PROVIDE NEW FLUSH METAL DOORS AND HARDWARE.

UNDERCUT DOORS AND PROVIDE A DOOR SHOE.

CLEAN OUT TRENCH AND PITS.

1

2

3

4

A B D

2

3

1

C

6

7

8

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:


DRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED


Oakland, CA 94612

t: 510.763.1313f: 510.465.1586


J.JOHNSON

D. UNGSON

4/12/2016

2016-xxxx

4/12/16 30% SUBMITTAL D3 - REFLECTED CEILING PLANA-102

1/4" = 1'-0"A-102

REFLECTED CEILING PLAN2

GENERAL NOTES




SHEET NOTES

A.

B.

C.

SEAL CONCRETE FLOOR WITH CLEAR PENETRATINGSEALER.


PROVIDE NEW FLUSH METAL DOORS ANDHARDWARE. UNDERCUT DOORS AND PROVIDE ADOOR SHOE.


PROVIDE NEW TRANSLUSCENT CORRUGATED FIBER-GLASS PANELS ON BOTH SIDES OF (E) METALPARTITION FRAME. REPAINT FRAME.

CLEAN AND REPAINT (E) METAL DECKING AND (E)STEEL BEAMS.

PROVIDE REINFORCED OPENINGS FOR ROOFMOUNTED FAN UNITS.

REPLACE LIGHT FIXTURES TYP.

1.

2.

3.

4.

5.

6.

7.

8.

4' 8' 16'0

A B D

2

3

1

C

9

7

7

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:


DRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED


Oakland, CA 94612

t: 510.763.1313f: 510.465.1586


J.JOHNSON

D. UNGSON

4/12/2016

2016-xxxx

4/12/16 30% SUBMITTAL D3 - ROOF PLANA-103

1/4" = 1'-0"A-103

ROOF PLAN1

GENERAL NOTES




SHEET NOTES

A.

B.

C.



PROVIDE NEW FLUSH METAL DOORS AND HARDWARE.UNDERCUT DOORS AND PROVIDE A DOOR SHOE.


PROVIDE NEW TRANSLUSCENT CORRUGATED FIBER-GLASS PANELS ON BOTH SIDES OF (E) METAL PARTITIONFRAME. REPAINT FRAME.

CLEAN AND REPAINT (E) METAL DECKING AND (E) STEELBEAMS.

PROVIDE RAISED METAL CURB ABOVE REINFORCEDOPENINGS FOR FAN UNITS.

REPLACE LIGHT FIXTURES TYP.

REPLACE BUILT UP AND GRAVEL ROOF. REUSE DRAINSAND PARAPET CAP AND FLASHING.

1.

2.

3.

4.

5.

6.

7.

8.

9.

4' 8' 16'0

LEVEL 10"

LEVEL 219' - 0"

1

A-301ABD C

A-RP00122' - 8"

(E) HIGH AND LOWVENTILATION LOUVERS

(E) LIGHTS

LEVEL 10"

LEVEL 219' - 0"

2

A-30123 1

A-RP00122' - 8"

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:


DRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED


Oakland, CA 94612

t: 510.763.1313f: 510.465.1586


J.JOHNSON

D. UNGSON

4/12/2016

2016-xxxx

4/12/16 30% SUBMITTAL D3 - EXTERIOR ELEVATIONS 1A-201

1/4" = 1'-0"A-101

EAST ELEVATION2

1/4" = 1'-0"A-101

SOUTH ELEVATION1

4' 8' 16'0

4' 8' 16'0

LEVEL 1

0"

LEVEL 2

19' - 0"

1

A-301

A B DC

A-RP001

22' - 8"

LEVEL 1

0"

LEVEL 2

19' - 0"

2

A-301

2 31

A-RP001

22' - 8"

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:



SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED


Oakland, CA 94612

t: 510.763.1313


SHEET OF

J.JOHNSON

D. UNGSON

4/12/2016

2016-xxxx

4/12/16 30% SUBMITTAL D3 - EXTERIOR ELEVATIONS 2A-202

1/4" = 1'-0"A-101

WEST ELEVATION1

1/4" = 1'-0"A-101

NORTH ELEVATION2

4' 8' 16'0

4' 8' 16'0

LEVEL 10"

LEVEL 219' - 0"

1

A-301

A B DC

A-RP00122' - 8"

6 8

2

LEVEL 10"

LEVEL 219' - 0"

1

A-301

ABD C

A-RP00122' - 8"

(E) PARAPETFLASHING TO REMAIN

(E) PARAPET CAPTO REMAIN TYP.

5 TYP.

8

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:


DRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED


Oakland, CA 94612

t: 510.763.1313f: 510.465.1586


J.JOHNSON

D. UNGSON

4/12/2016

2016-xxxx

4/12/16 30% SUBMITTAL D3 - INTERIOR ELEVATIONS 1A-203

1/4" = 1'-0"A-101

EAST ELEVATION1

1/4" = 1'-0"A-101

WEST ELEVATION2

GENERAL NOTES




SHEET NOTES

A.

B.

C.


REPAINT MASONRY WALLS AND PILASTERS.

PROVIDE NEW FLUSH METAL DOORS ANDHARDWARE. UNDERCUT DOORS AND PROVIDE ADOOR SHOE.


REPAINT (E) METAL DECKING AND STEEL BEAMS.

REINFORCED OPENING WITH 8" CURBS. SEEMECHANICAL FOR FAN UNITS.

NEW LIGHT FIXTURE.

REPLACE ROOFING.

1

2

3

4

5

6.

7.

8.

4' 8' 16'0

4' 8' 16'0

LEVEL 1

0"

D

LEVEL 1

0"

21

LEVEL 1

0"

D

LEVEL 1

0"

2 1

LEVEL 1

0"

C

LEVEL 1

0"

2 1

LEVEL 1

0"

C

LEVEL 1

0"

21

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:



SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED


Oakland, CA 94612

t: 510.763.1313


SHEET OF

J.JOHNSON

D. UNGSON

4/12/2016

2016-xxxx

4/12/16 30% SUBMITTAL D3 - INTERIOR ELEVATION 2A-204

1/4" = 1'-0"A-101

STORAGE EAST ELEVATION1 1/4" = 1'-0"A-101

STORAGE SOUTH ELEVATION2

1/4" = 1'-0"A-101

STORAGE WEST ELEVATION3

1/4" = 1'-0"A-101

STORAGE NORTH ELEVATION4

1/4" = 1'-0"A-101

ELECTRICAL WEST ELEVATION7

1/4" = 1'-0"A-101

ELECTRICAL NORTH ELEVATION6

1/4" = 1'-0"A-101

ELECTRICAL EAST ELEVATION5

1/4" = 1'-0"A-101

ELECTRICAL SOUTH ELEVATION8

4' 8' 16'0 4' 8' 16'0 4' 8' 16'0 4' 8' 16'0

4' 8' 16'0 4' 8' 16'0 4' 8' 16'0 4' 8' 16'0

LEVEL 10"

LEVEL 219' - 0"

2

A-301

2 31

A-RP00122' - 8"

LEVEL 10"

LEVEL 219' - 0"

1

A-301

A B DC

A-RP00122' - 8"

6

2

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:


DRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED


Oakland, CA 94612

t: 510.763.1313f: 510.465.1586


J.JOHNSON

D. UNGSON

4/12/2016

2016-xxxx

4/12/16 30% SUBMITTAL D3 - BUILDING SECTIONSA-301

1/4" = 1'-0"A-101

CROSS SECTION1

1/4" = 1'-0"A-101

LONGITUDINAL SECTION2

GENERAL NOTES




SHEET NOTES

A.

B.

C.


REPAINT MASONRY WALLS.

PROVIDE NEW FLUSH METAL DOORS AND HARDWARE.UNDERCUT DOORS AND PROVIDE A DOOR SHOE.


CLEAN AND REPAINT (E) METAL DECKING AND (E)STEEL BEAMS.

REINFORCED OPENING WITH 8" CURBS. SEEMECHANICAL FOR FAN UNITS.

NEW LIGHT FIXTURE.

REPLACE ROOFING.

1

2

3

4

5

6.

7.

8.

A B D

2

3

1

C

STORAGE

4ELECTRICAL

3

BUS WASHER

BAY #1

1

BUS WASHER

BAY #2

2

2

1

2

1

10

2

1

2

1

5

5

5

5

3

3

4

6 8

7

9

11

EQUIPMENT DEMOLITION NOTES

PROTECT IN PLACE (E) SKID PLATE

PROTECT IN PLACE (E) WHEEL GUIDE

PROTECT IN PLACE (E) GRATING OVER CATCH BASIN ANDTRENCH DRAIN

PROTECT IN PLACE (E) GRATING OVER RECLAIM PIT

REMOVE AND DISPOSE OF ALL FLOOR-MOUNTED BUS WASHEQUIPMENT INSIDE THE WASH BAY, INCLUDING RED/GREENLIGHT ENTRANCE LIGHT, ELECTRIC EYE POSTS, SPRAY ARCHES,BRUSH MACHINE, WHEEL SPINNERS (AKA BLASTERS), AND ALLINTERCONNECTING PIPING AND HANGERS

REMOVE AND DISPOSE OF (E) 1500-GAL STORAGE TAANKSAND ASSOCIATED PIPING

REMOVE AND DISPOSE OF (E) 30 HP WHEEL WASHER("BLASTER") PUMPS AND ASSOCIATED PIPING AND CONDUIT

REMOVE AND DISPOSE OF (E) ABOVEGROUND WATERRECLAMATION MODULES AND ASSOCIATED PIPING AND CONDUIT

REMOVE AND DISPOSE OF (E) WALL-MOUNTED DETERGENTINJECTION SYSTEM AND ASSOCIATED PIPING AND CONDUIT

REMOVE AND DISPOSE OF (E) WALL-MOUNTED BUS WASHPANELS LABELED BLASTER PANEL 1, WASH PANEL 1, BLASTPANEL 2, AND WASH PANEL 2. REFER TO ELECTRICALDRAWINGS FOR ALL OTHER PANELS

1

2

3

4

5

6

7

8

9

10

REMOVE AND DISPOSE OF (E) WALL PARTITION ANDASSOCIATED SUPPORTS

11

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:

Alameda - Contra Costa Transit District AC TRANSIT BUS WASH REPLACEMENTDIVISION 3 - RICHMOND BUS WASH

DRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED


Oakland, CA 94612

t: 510.763.1313f: 510.465.1586


J.JOHNSON

D. UNGSON

4/12/2016

2016-xxxx

45

4/12/16 30% SUBMITTAL D3 - EQUIPMENT DEMOLITION PLANQD-101

1/4" = 1'-0"

EQUIPMENT DEMOLITION PLAN2' 4' 8'0

REMOVE (E) WHEEL GUIDE



A B D

2

3

1

C

ELECTRICAL

3

STORAGE

4

BUS WASHER

BAY #1

1

BUS WASHER

BAY #2

2

2

1

4

3

58

13

18 9

6

7

2

1

4

3

58 6

7

10

11

14

12

15

16

17

19

2021

22

24

23 25

DIRECTION

1

Q-301

OF TRAVEL

DIRECTION

OF TRAVEL

2

Q-301

EQUIPMENT LEGEND

(E) SKID PLATE (TYP)

(E) WHEEL GUIDE

RED/GREEN ENTRANCE LIGHTS

SECOND-TIER WHEEL GUIDE, ANGLEDPORTION ONLY (TYP)

DETERGENT SPRAY ARCH

BRUSH MACHINE WITH ROOF MOP

PRE-RINSE ARCH (RECLAIM WATER)

SPOT-FREE FINAL RINSE ARCH

WASHER CONTROL PANEL

RECLAIM SYSTEM CONTROL PANEL

1

2

3

4

5

6

7

8

9

10

WASH AGENT VWA BLEND MODULE11

12

13

14

BRUSH/MOP WASH AGENT METERINGPUMP

15

PREWET INJECTION PUMP16

17

19

R.O. CARBON FILTERS20

R.O. UNIT21

RECLAIM SYSTEM22

RECLAIM PUMP #123

RECLAIM PUMP #224

ALL ITEMS ARE NEW U.N.O.

18

1500 GALLON WASH WATER TANK

BRUSH & MOP PUMP

HIGH PRESSURE FRONT LOWER BODY &WHEEL SPRAY PUMP

2000 GALLON R.O. TANK

R.O. PUMP

R.O. WATER SOFTENER

AIR COMPRESSOR25

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:


DRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED


Oakland, CA 94612

t: 510.763.1313f: 510.465.1586


J.JOHNSON

D. UNGSON

4/12/2016

2016-xxxx

45

4/12/16 30% SUBMITTAL D3 - EQUIPMENT FLOOR PLANQ-101

1/4" = 1'-0"

EQUIPMENT FLOOR PLAN2' 4' 8'0

LEVEL 10"

LEVEL 219' - 0"

A B DC

ROOF22' - 8"

2

Q-301

LEVEL 10"

LEVEL 219' - 0"

2 31

ROOF22' - 8"

1

Q-301

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:


DRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED


Oakland, CA 94612

t: 510.763.1313f: 510.465.1586


J.JOHNSON

D. UNGSON

4/12/2016

2016-xxxx

45

4/12/16 30% SUBMITTAL D3 - EQUIPMENT SECTIONSQ-301

1/4" = 1'-0"Q-301

1 EQUIPMENT LONGITUDINAL SECTION2' 4' 8'0

1/4" = 1'-0"Q-301

2 EQUIPMENT CROSS SECTION2' 4' 8'0

A B D

2

3

1

C

2

3

1

A B DC

1(E) PIT

(E) BFP

(E) 6" IW

POD

(E) 3" CW

3

2

4

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:


DRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED560 14th Street - Suite 400

Oakland, CA 94612t: 510.763.1313f: 510.465.1586


K. XU

P. WINGERD

4/12/2016

2016-xxxx

45

4/12/16 30% SUBMITTAL D3 - PLUMBING DEMOLITION PLAN PD-101

1/4" = 1'-0"

PLUMBING DEMOLITION PLAN2' 4' 8'0

SHEET NOTES:

SEE ARCHITECTURAL DRAWINGS FOR EXACTPLACEMENT AND QUANTITY OF ALL EQUIPMENT.

BEFORE STARTING WORK, VERIFY LOCATIONS,ELEVATIONS AND SIZES OF ALL PIPING ANDEQUIPMENT REQUIRING PLUMBING CONNECTIONS.

COORDINATE ALL PLUMBING WORK WITH ALL OTHERWORK TO AVOID CONFLICTS. RUN ALL PIPING TOAVOID ARCHITECTURAL OPENINGS, STRUCTURALMEMBERS, DUCTS OR OTHER OBSTRUCTIONS.OFFSET PLUMBING PIPING WHERE REQUIRED.

1.

2.

3.

KEY NOTES:

EXISTING PIT TO REMAIN.

DEMOLISH (E) CW PIPING AND ASSOCIATED FITTINGSTO POD W/ CAP AND SOV.

(E) TRENCH DRAIN AND IW TO REMAIN.

DEMOLISH (E) BFP & ASSOCIATED PIPING. (E) BFP TOBE REPLACED.

1

2

3

4

S

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:


DRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:


Oakland, CA 94612t: 510.763.1313f: 510.465.1586


K. XU

P. WINGERD

4/12/2016

2016-xxxx

45

4/12/16 30% SUBMITTAL D3 - PLUMBING GENERAL NOTES, SYMBOLSAND ABBREVIATIONS

P-001

OFFICE OF STATEWIDE HEALTHPLANNING AND DEVELOPMENT (STATE OF CALIFORNIA)

PLUS/MINUS±

TEMPERATURE AND PRESSURET & P

AMERICAN SOCIETY OF HEATING, REFRIGERATING ANDAIR-CONDITIONING ENGINEERS

ASHRAE

CONDENSATE DRAIN LINECD

W/ WITH

INVERTINV

APPROXIMATEAPPROX

TYP

DWGS DRAWINGS

TYPICAL

EXISTING

NEW

(E)

(N)

MAXIMUMMAX

VENT TO ROOFVTR

OPEN DRIP PROOFODP

UNDERWRITERS LABORATORYUL

TEMPERATURETEMP

POUNDS PER SQUARE INCH, GAGEPSIG

MINIMUMMIN

INSIDE DIAMETERID

GALLONS PER MINUTEGPM

DOWNDNDIAMETERDIA

LC CENTER LINE

BELOW FLOORBF

AMPERESAMPSABOVE FINISHED FLOORAFFAT@

ABBREV.

BELOW GROUNDBG

FLOOR DRAIN

GALLON

HOT WATER

°FFD

GALGPH

HW

IN

MBH

LVG

NSF 61

MSS

LEAVING

INCH

MSS SP-58

MSS SP-69

KITCHEN WASTE/KILOWATTKW

HB/HB-WB

PIPE HANGERS AND SUPPORTS - MATERIALS DESIGNAND MANUFACTUREPIPE HANGERS AND SUPPORTS - SELECTION AND APPLICATION

NATIONAL SANITATION FOUNDATION - DRINKING WATER SYSTEMCOMPONENTS - HEALTH EFFECTS

MANUFACTURERS STANDARD SOCIETY

THOUSAND BRITISH THERMAL UNITS

GALLONS PER HOUR

DEGREES FAHRENHEIT

HOSE-BIBB/HOSE BIBB-WALL BOX

DDC DIRECT DIGITAL CONTROL

SEISMIC GAS VALVE

PRESSURE REDUCING VALVE

WATER HAMMER ARRESTERWHA

M

PRV

METER

COMPRESSED AIR

SEWER OR STORM DRAIN PIPE ABOVE FLOOR

DOMESTIC HOT/TEMPERED WATER RETURN PIPE

FCO/COTG

CKVST

VTR/ARV VENT THRU ROOF/AIR RELIEF VALVE

CHECK VALVESTRAINER

ISOLATION/SHUT OFF/VALVE

POC

HB

RED

CO

WCO

CO

FCO

FS

WCO

FD

POINT OF CONNECTION

TEE UP

HOSE BIBB

REDUCER

ELBOW DOWNELBOW UPTEE DOWN

WALL CLEAN OUT

FLOOR OR CLEAN OUT TO GRADE

CLEAN OUTSLOPE

FLOOR SINKFLOOR DRAIN

G

CA

SYMBOL

S OR SDS OR SD

VTR VTR

G

V

CA

ABBREV.

HWR/TWR

CWHWS/TWS

VENT THRU ROOF

VENT PIPE

GAS PIPE

DOMESTIC COLD WATER PIPEDOMESTIC HOT/TEMPERED WATER SUPPLY PIPE

DESCRIPTION

IW INDUSTRIAL WASTE WATER

BALANCING VALVEBV

PUMP

TP TRAP PRIMER

GAS PRESSURE REGULATORBALL VALVE

1/4" TEST PLUG

TEMPERATURE AND PRESSURE RELIEF VALVET & P

THERMOMETER

THERMOSTAT/AQUASTAT/TEMPERATURE SENSOR

FURNISHED AS INSTALLED BY ELECTRICAL

DIRECT DIGITAL CONTROLDDC

IW

SEWER OR STORM DRAIN PIPE BELOW FLOOR OR BURIED

UNION

FLEXIBLE PIPE

CAPPED PIPE

PRESSURE GAUGE

DESCRIPTION

OSHPD

INSTANTANEOUS WATER HEATERIWH

EXISTING PIPING / EQUIPMENT TO BE DEMOLISHEDCALIFORNIA PLUMBING CODECPC

FEETFT

VOLTS/PHASE/HERTZV/PH/HzVENTV

SANITARY SEWERSSINKSK

HOT WATER RETURNHWRHORSEPOWERHP

GASG

DRINKING FOUNTAINDF

CEILINGCLG

COLD WATERCW

INDIRECT WASTEIW

BACKFLOW PREVENTERBFP

TW TW TEPID WATER

T

E

P

M

ABBREVIATIONSLEGENDGENERAL NOTES1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

POINT OF DISCONNECTIONPOD

REDUCED PRESSURE PRINCIPAL BACKFLOW PREVENTERRPBP

EXAMINE ALL DRAWINGS & FIELD VERIFY MECHANICAL/ELECTRICAL AND PLUMBING CONDITIONS PRIOR TO WORK & REPORT ANY DISCREPANCIES INWRITING TO FACILITY ENGINEER.

THE DRAWINGS ARE DIAGRAMMATIC & SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION OF PLUMBING & EQUIPMENT.

SEQUENCE WORK TO AVOID CUTTING AND PATCHING. IF NECESSARY, REMOVE & REPAIR WALL FOR ACCESS TO WORK ON THE PLUMBING SYSTEMS (SEEARCHITECTURAL PLANS & SPECIFICATIONS). PATCH & FINISH TO MATCH ADJACENT SURFACE.

SECURELY FASTEN ALL PIPING WITHIN STRUCTURES TO THE BUILDING CONSTRUCTION BY MEANS OF HANGERS, SUPPORTS, GUIDES, ANCHORS, ANDSWAY BRACES TO MAINTAIN PIPE ALIGNMENT, TO PREVENT SAGGING, AND TO PREVENT NOISE AND EXCESSIVE STRAIN ON PIPING DUE TO MOVEMENTUNDER OPERATING CONDITIONS. ALL MECHANICAL/PLUMBING EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE ACTING INANY DIRECTION USING THE FOLLOWING CRITERIA: THE TOTAL DESIGN LATERAL SEISMIC FORCE SHALL BE DETERMINED FROM CBC 1613A. FORCES SHALLBE APPLIED IN THE HORIZONTAL DIRECTIONS THAT WILL RESULT IN THE MOST CRITICAL LOADING FOR DESIGN. WHERE ANCHORAGE DETAIL ANDLOCATIONS ARE NOT SPECIFICALLY SHOWN ON THE PLANS, THE FIELD INSTALLATION SHALL BE SUBJECT TO REVIEW AND APPROVAL OF THE MECHANICALENGINEER OF RECORD. SUPPORTS FOR ALL PIPING SHALL BE IN ACCORDANCE WITH LATEST SMACNA GUIDELINES FOR SEISMIC RESTRAINTS OFMECHANICAL SYSTEMS AND PIPING SYSTEMS AND MSS SP-58 AND SP-69.

ALL PIPES AND FITTINGS UTILIZED IN WATER SUPPLY SYSTEMS SHALL CONFORM TO 2013 CALIFORNIA PLUMBING CODE.

COORDINATE INSTALLATION OF ALL EQUIPMENT AND PIPING WITH OTHER TRADES PRIOR TO INSTALLATION. ENSURE THAT ALL CONTROL DEVICES,ACCESS PANELS IN FINISHED SPACES, OTHER THAN THAT SHOWN, CONTRACTOR SHALL COORDINATE EXACT LOCATION OF PANELS PRIOR TOINSTALLATION. INSTALL PIPING TO BEST SUIT FIELD CONDITIONS AND COORDINATE WITH OTHER TRADES.

VERIFY AT PROJECT SITE EXACT SIZE, LOCATION, INVERT ELEVATION, AND CLEARANCE OF ALL EXISTING SERVICES BEING EXTENDED, RELOCATED, ORREMOVED.

CONTRACTOR IS TO MAINTAIN RECORDED "AS-BUILT" INFORMATION ON ALL EXISTING SERVICES UNCOVERED DURING CONSTRUCTION AND ALL NEWSERVICES BEING INSTALLED. "AS-BUILT" INFORMATION SHALL BE CLEARLY MARKED IN COLORED PENCIL ON A BLUE PRINT OF CONTRACT DRAWING.RECORDED INFORMATION SHALL INCLUDE ROUTING AND INVERT ELEVATIONS. AT THE COMPLETION OF THE CONTRACT, THE CONTRACTOR SHALL TURNRECORDED "AS-BUILT" INFORMATION OVER TO THE ENGINEER.

ADVISE THE ENGINEER IN WRITING IN THE EVENT A CONFLICT OCCURS BETWEEN THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND ACTUALFIELD CONDITIONS. THE CONTRACTOR SHALL BEAR ALL COSTS FOR RELOCATION OF EQUIPMENT, PIPING, ETC., FROM FAILURE TO PROPERLYCOORDINATE INSTALLATIONS AND ADVISE OF THE CONFLICT IN WRITING PRIOR TO INSTALLATION.

ARRANGE ALL PIPING WITHIN STRUCTURES NEATLY ALONG WALLS AND/OR IN NEAT, HORIZONTAL GROUPS AND MAINTAIN REQUIRED SLOPES.

DO NOT SLEEVE STRUCTURAL MEMBERS WITHOUT CONSENT OF THE ENGINEER. REVIEW STRUCTURAL DRAWINGS PRIOR TO PLACING ANY SLEEVES.

DO NOT SPRING OR FORCE PIPING DURING INSTALLATION.

SLOP ALL PIPING AS INDICATED. TRUE TO LINE AND GRADE, AND FREE OF TRAPS AND AIR POCKETS.

DO NOT INSTALL VALVES WITH STEM POINTING DOWNWARD UNLESS INDICATED OTHERWISE.

PROVIDE OPERATING HANDLES FOR ALL VALVES AND COCKS WITHOUT INTEGRAL OPERATIONS.

PROVIDE VALVES AND OTHER PIPING SPECIALTIES SAME SIZE AS LINE SIZE UNLESS INDICATED OTHERWISE.

WHERE POSSIBLE, INSTALL VALVES ACCESSIBLE FROM FLOOR LEVEL.

PROVIDE VALVES AND OTHER PIPING SPECIALTIES SAME SIZE AS LINE SIZE UNLESS INDICATED OTHERWISE.

PROVIDE A HANGER NOT MORE THAN 12-INCHES FROM THE POINT OF CHANGE OF DIRECTION OF A PIPE RUN IN BOTH HORIZONTAL AND VERTICAL PLANE.

PIPE HANGERS SHALL BE DESIGNED TO SUPPORT THE WEIGHT OF THE PIPE AND THE WEIGHT OF THE CONTENTS OF THE PIPE. REFER TO DETAILS ONDRAWINGS FOR ATTACHMENTS.

CONNECTION BETWEEN DISSIMILAR MATERIAL PIPES SHALL BE MADE WITH DIELECTRIC ISOLATING UNIONS, OR GASKETED FLANGES WITH ISOLATEDTHROUGH BOLTS.

CERTAIN VERTICAL AND HORIZONTAL OFFSETS ARE SHOWN IN PIPING ON PLANS TO INDICATE THE GENERAL POSITION RELATIONSHIP OF THE SYSTEMSWITHIN THE FURRED CEILING SPACE. PROVIDE ADDITIONAL OFFSETS SIMILAR TO THOSE SHOWN, AS REQUIRED TO COORDINATE WITH INSTALLATIONREQUIREMENTS OF OTHER SYSTEMS.

CONTRACTOR SHALL REMOVE, RELOCATE, REPLACE WITH NEW AND/OR RECONNECT ALL EXISTING SERVICES AS REQUIRED BY NEW CONSTRUCTION.

PROVIDE A TIGHT SEAL OF INCOMBUSTIBLE MATERIAL AROUND ALL PIPES WHICH PENETRATE FIRE SEPARATIONS. PROVIDE COLLARS OR TRIM RINGSAROUND PIPING TO RETAIN PACKING.

INVERT ELEVATIONS OF UTILITY MAINS SHALL BE VERIFIED AT PROJECT SITE PRIOR TO INSTALLATION OF NEW BRANCH SERVICES.

COOPERATE WITH OTHER TRADES TO LOCATE EXPOSED PIPING RUNS, SPRINKLER HEAD LOCATIONS, ETC., TO FORM A FULLY COORDINATED CEILINGPATTERN AND VISUAL APPEARANCE AS INDICATED ON ARCHITECTURAL DRAWINGS.

PIPING SYSTEM SHALL COMPLY WITH ASME B31.9, "BUILDING SERVICES PIPING", FOR LOW-PRESSURE COMPRESSED AIR PIPING. FIELD VERIFICATION OFSYSTEM DESIGN AND LAYOUT PRIOR TO FABRICATION.

PERFORM ALL INLET AND DISCHARGE PIPING DESIGN TO PROVIDE SMOOTH FLOW WITH UNIFORM VELOCITY OVER THE ENTIRE AREA OF PIPING.

PROVIDE ADEQUATE SUPPORT FOR ALL PARTS OF THE PIPING SYSTEM.

CONTRACTOR SHALL COORDINATE EXACT LOCATION OF THE PIPING STUB-OUT PRIOR TO INSTALLATION.

CONTRACTOR SHALL PROTECT THE PIPING TO PREVENT ENTRY OF DIRT AND ANY OTHER FOREIGN MATERIAL DURING THE INSTALLATION.

REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING FIXTURES, DRAINS, CATCH BASINS, PIPE TUNNEL, ACCESS PANELS ANDRISER SHAFTS.

VEHICLE

WAS

H AG

ENT

CONCEN

TRATE

VEH I CL E WAS H AGEN T BL EN D T AN K

A B D

2

3

1

C

ELECTRICAL3

STORAGE4

BUS WASHERBAY #1

1

BUS WASHERBAY #2

2

2

3

1

A B DC

POC

2

1

AC1

3(N)

(N)3" RPBP

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:


DRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:


Oakland, CA 94612t: 510.763.1313f: 510.465.1586


K. XU

P. WINGERD

4/12/2016

2016-xxxx

45

4/12/16 30% SUBMITTAL D3 - PLUMBING FLOOR PLAN P-101

1/4" = 1'-0"

PLUMBING NEW WORK PLAN

SHEET NOTES:

SEE ARCHITECTURAL DRAWINGS FOR EXACTPLACEMENT AND QUANTITY OF ALL EQUIPMENT.

BEFORE STARTING WORK, VERIFY LOCATIONS,ELEVATIONS AND SIZES OF ALL PIPING ANDEQUIPMENT REQUIRING PLUMBING CONNECTIONS.

COORDINATE ALL PLUMBING WORK WITH ALL OTHERWORK TO AVOID CONFLICTS. RUN ALL PIPING TOAVOID ARCHITECTURAL OPENINGS, STRUCTURALMEMBERS, DUCTS OR OTHER OBSTRUCTIONS.OFFSET PLUMBING PIPING WHERE REQUIRED.

1.

2.

3.

KEY NOTES:

PROVIDE 3" RPBF ASSEMBLY W/ CAP & SOV FOR BUSWASH EQUIPMENT CONNECTION.

PIPING FROM SOV SHALL BE PROVIDED BY BUS WASHEQUIPMENT VENDER.

INSTALL NEW AIR COMPRESSOR. POWERED BYELECTRICAL ENGINEER. COMPRESSED AIR PIPINGSHALL BE PROVIDED BY BUS WASH EQUIPMENTVENDOR.

1

2

3

2' 4' 8'0

AIR COMPRESSOR DETAILNTS--

2

RECEIVER

(N)4" CONCRETE PAD

3/4" RELIEF W/ 180° BEND

COMPRESSOR

3/4"

3/4" DRAINTO PIT

FLOAT TYPECOND TRAP

AIR SUPPLY

3/4"

0-200 RANGEPRESSURE GAUGE AIR COOLED

AFTERCOOLER& BELT GUARD

VIBRATIONISOLATOR (RIS)

BOLT TANK TO BASETHRU ISOLATORS

COMPRESSED AIR POCTO BUS WASH SYSTEM

BACKFLOW PREVENTER PIPING DETAILNTS--

1

WALL LINE

REDUCED PRESSUREPRINCIPLE BACKFLOWPREVENTER WITHGATEVALVES

PLAN

FINISHED FLOORPIPE SUPPORT

ELEVATION

TOBO

TTO

MO

FR

ELIE

FO

PEN

ING

S

WATER LINEFROM METER

COLD WATERSUPPLYPOC TO BUS WASHSYSTEM

GATE VALVETYP.2

DRAIN

12" M

IN.

POC

(E)3" CW

POC

AIR COMPRESSOR SCHEDULE

BUS WASH

HP

518

REMARKSEQUIP.

TAG

MAXIMUMMODULATION

PRESSUREPSIG/BAR

LOCATIONAND SERVE

MOTOR RATINGAIR DELIVERY(SCFM)

AC1

175

FULL LOADPRESSUREPSIG/.BAR

125

VOLTAGE

480

PHASE

3

HZ

60

DRY WEIGHT

975 RECIPROCATING PACKAGED TYPE, AIR COOLED,AFTER COOLER, STARTER, & AIR RECEIVERQUINCY, MODEL 325, OR APPROVED EQUAL.

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:


DRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:


Oakland, CA 94612t: 510.763.1313f: 510.465.1586


K. XU

P. WINGERD

4/12/2016

2016-xxxx

45

4/12/16 30% SUBMITTAL D3 - PLUMBING SCHEDULE & DETAILS P-301


VEH ICL E WAS H AGENT BLEND TANK

A B D

2

3

1

C

ELECTRICAL

3

STORAGE

4

BUS WASHER

BAY #1

1

BUS WASHER

BAY #2

2

18x18 EA. DUCTROOF OPENING 20-1/2"x20-1/2"EF ON ROOF CURB

18x18 EA. DUCTROOF OPENING 20-1/2"x20-1/2"EF ON ROOF CURB

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:


DRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV IVCORVORATEV


Oakland, CA 94612

t: 510.763.1313f: 510.465.1586


J.JOHNSON

D. UNGSON

4/12/2016

2016-xxxx

45

4-12-16 30% SUBMITTAL D3 - MECHANICAL - FLOOR PLANM-101

EXHAUST FAN SCHEDULE

EQUIPMENT # MODEL #AIRFLOW(CFM)

DRIVEELEC. EXTERNAL

STATICWEIGHT(LBS.)

NOTES

EF-D3-1GREENHECKCUBE-185

3,750 BELT

HP V/P/HZ

1 460/3/60 3/4" W.G. 200 1. ALUMINUM CONSTRUCTION

EF-D3-2 GREENHECKCUBE-185

3,750 BELT 1 460/3/60 3/4" W.G. 200

2. WITH BACKDRAFT DAMPERALUMINUM CONSTRUCTION

3. PROVIDE WALL SWITCH

AMPERESALTERNATING CURRENTAMPERE FUSE; AMPERE FRAMEABOVE FINISHED FLOORAIR HANDLING UNITAMPERE INTERRUPTING CAPACITYAMPERE SWITCHAMPERE TRIPAMERICAN WIRE GAUGEBUILDING DISTRIBUTION FRAMECONDUITCIRCUIT BREAKERDRAWINGELECTRICAL (EQUIPMENT OR WIRING)EMPTY CONDUITEXHAUST FANEMERGENCYELECTRICAL METALLIC TUBINGGROUNDGROUND FAULT INTERRUPTERHORSEPOWERJUNCTION BOXKILOAMPERE INTERRUPTING CAPACITYTHOUSAND CIRCULAR MILTHOUSAND VOLT AMPERESKILOVOLT AMPERES REACTIVEKILOWATTSKILOWATT-HOURSLIGHTING RELAY CONTROLLERLIGHTINGMAIN CIRCUIT BREAKERMINIMUMMOUNTEDNOT IN CONTRACTNOT TO SCALEPOLEPULL BOXPOWER FACTORPHASEPANELPOWER PANELPOWERSWITCHTYPICALUNLESS OTHERWISE NOTEDUNLESS OTHERWISE SPECIFIEDVOLTSVOLT AMPERESVARIABLE FREQUENCY DRIVEWATTS, WIREWITHWEATHERPROOF

ABBREVIATIONS

A, AMPACAFAFFAHUAICASATAWGBDFCCBDWGELECECEFEM, EMERGEMTG, GND, GRDGFIHPJ, JBKAICKcmil, MCMKVAKVARKWKWHLCLTGMCBMINMTDNICNTSPPBPFPHPNLPPPWRSWTYPUONUOSVVAVFDWW/WP

SYMBOL LIST

5

3a

OS

GFI

OS

D

W

PA

SYMBOLS: DESCRIPTION TEL/DATA SYMBOLS: DESCRIPTION

AP

LAMP

QTY.

LIGHTING FIXTURE SCHEDULE

LUMINAIRE DESCRIPTIONTYPE MANUFACTURER /

CATALOG #

LOCATION & NOTESLAMP

WATT

VOLTS

HASH MARKS INDICATE NUMBER OF WIRES

G INDICATES GROUND WIRE

N INDICATES NEURTRAL WIRE

LIGHTING SWITCHa - INDICATES FIXTURES CONTROLLED

THREE-WAY SWITCHa - INDICATES FIXTURES CONTROLLED

DOUBLE DUPLEX RECEPTACLE20A, 125V, NEMA 5-20R MTD @ 18"A.F.F. (U.O.N.)

HOMERUN TO PANELBOARD WITH GROUNDING CONDUCTOR

3 POLE (U.O.N.) FUSED SAFETY DISCONNECT

SWITCH, 600V, SWITCH RATING/FUSE RATING

3 POLE (U.O.N.) UNFUSED SAFETY DISCONNECT

WP INDICATES WEATHERPROOF ENCLOSURE

SWITCH, 600V, 30A (U.O.N.)

AS INDICATED

WP

30AF

30AS

J

AHU

HORSEPOWER AS INDICATED

AIR HANDLING UNIT

CEILING MOUNTED JUNCTION BOX

MOTOR

ELECTRICAL PANELBOARD

WALL MOUNTED SPECIAL RECEPTACLE FORLAUNDRY 20A, 125V, NEMA 4-20R (2 POLE, 3 WIRES)FIELD COORDINATE MOUNTING HEIGHT

COMBINATION DATA/VOICE OUTLET.

3/4" EMPTY CONDUIT W/ PULLSTRING

STUB-UP TO CEILING

LIGHTING SWITCHOS - INDICATES OCCUPANCY SENSOR

CEILING MOUNTED DUPLEX RECEPTACLE

CEILING MOUNTED DATA OUTLET

FLOOR MOUNTED DUPLEX RECEPTACLE

FLOOR MOUNTED DATA/VOICE OUTLET 3/4"

EMPTY CONDUIT W/ PULLSTRING RUN TO

NEAREST COLUMN THEN STUB-UP TO CEILING

125V, NEMA 5-20R MTD @ 18" A.F.F. (U.O.N.)DUPLEX RECEPTACLE 20A,

GFI - GROUND FAULT INTERRUPTER

SURFACE

CEILING MOUNTED OCCUPANCY SENSOR

D - INDICATES DIMMERSSTUB-UP TO CEILING

WALL TELEPHONE OUTLET.


WALL MOUNTED SINGLE DUPLEX RECEPTACLE20A, 125V, NEMA 5-20R MTD @ 18"A.F.F. (U.O.N.)

RF- RETURN FANTE - TOILET EXHAUST

EF- EXHAUST FAN

STUB-UP TO CEILING

WALL PA SPEAKER OUTLET.


GROUND BUS BAR

PROVIDE (2) #10 + (1) #10 GND IN 3/4" C. FOR

CCTV CAMERA (N.I.C.)

PROVIDE 3/4" EMPTY CONDUIT W/ PULLSTRING

FSD FIRE SMOKE DAMPER

WALL MOUNTED JUNCTION BOXJ

FROM OUTLET TO CABLETRAY

WLAN ACCESS POINT (AP) OUTLET

PROVIDE 3/4" EMPTY CONDUIT W/ PULLSTRING

PROVIDE JUNCTION BOX






GN

VAV VARIABLE AIR VOLUME BOX

FURNISHED BY HVAC CONTRACTOR, INSTALLED BY

ELECTRICAL CONTRACTOR

POKE THRU FLOOR BOX

FOR SIGNAL FROM CCTV TO CABLE TRAY.

PROVIDE JUNCTION BOX FOR CCTV.

EXTERIOR CCTV's HEATER

AC - ABOVE COUNTER

125V, NEMA 5-20R MTD @ 18" A.F.F. (U.O.N.)DUPLEX RECEPTACLE 20A,

# #

A

manufacturer #description

GENERAL NOTES

DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS ANDWORK. FOLLOW DRAWINGS IN LAYING OUT WORK AND CHECK DRAWINGS OF OTHERTRADES TO VERIFY ADDITIONAL REQUIREMENTS & COORDINATION.

CUT STEEL CONDUIT ENDS SQUARE, REAM SMOOTH, PAINT MALE THREADS OF FIELD THREADEDCONDUIT WITH GRAPHITE BASE PIPE COMPOUNDS DRAW UP TIGHT WITH CONDUIT COUPLINGS.

LEAVE WIRE SUFFICIENTLY LONG TO PERMIT MAKING FINAL CONNECTIONS.

COVERS OF JUNCTION AND PULL BOXES SHALL BE ACCESSIBLE.

SUPPORT PANEL, JUNCTION AND PULL BOXES INDEPENDENTLY FROM STRUCTURE WITH NOWEIGHT BEARING ON CONDUITS.

SUPPLEMENTARY JUNCTION & PULL BOXES IN ADDITION TO JUNCTION & PULL BOXES INDICATEDON THE CONTRACT DRAWINGS. AND REQUIRED BY APPLICABLE CODES, PROVIDESUPPLEMENTARY JUNCTION & PULL BOXES AS FOLLOWS:

WHEN REQUIRED TO FACILITATE INSTALLATION OF WIRING.

AT EVERY THIRD 90° TURN.

AT INTERVALS NOT EXCEEDING 100 FEET FOR RACEWAY SIZES OVER 1 INCH.

1.

2.

3.

4.

5.

6.

7.

1.

2.

3.

COORDINATE WITH OTHER TRADES AS TO THE EXACT LOCATION AND CONFIGURATION OF THEIRRESPECTIVE EQUIPMENT. PROVIDE POWER AND MAKE CONNECTION TO EQUIPMENTREQUIRING ELECTRICAL CONNECTIONS AS INDICATED ON PLAN AND DRAWINGS OF OTHER TRADES.REVIEW THE DRAWINGS OF OTHER TRADES FOR CONTROL DIAGRAMS, SIZE AND LOCATION OFEQUIPMENT. DISCONNECT SWITCHES, WIRING, CONTROLS, AND CONDUIT FORMECHANICAL AND PLUMBING OPERATIONS SHALL BE PROVIDED. THE CONTRACTOR SHALL BERESPONSIBLE FOR OBTAINING MANUFACTURER'S SHOP DRAWINGS PRIOR TO ROUGHING IN ALLCONDUIT TO THIS EQUIPMENT.

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:


DRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED


Oakland, CA 94612

t: 510.763.1313f: 510.465.1586


R. FEE

T. LWIN

4/12/2016

2016-xxxx

45

4/12/16 30% SUMMITAL D3-GENERAL NOTES AND SYMBOLSE-001

A B D

2

3

1

C

GENERAL NOTES

VERIFY ALL EXISTING INSTALLATION IN THE FIELD PRIOR TO ANYDEMOLITION WORK. NOTIFY THE ARTHITECT OD ANY DISCREPANCIESPRIOR TO DEMOLITION.

1.

UTILITIES (ELECTRIC, SIGNAL, FEEDERS, ETC.) THAT ARE DAMAGEDAS A RESULT OF ANY DEMOLITION WORK SHALL BE RESTORED INWORKING CONDITION TO THE SATISFACTION OF THE AC TRANSIT.

2.

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:


DRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED


Oakland, CA 94612

t: 510.763.1313f: 510.465.1586


R. FEE

T. LWIN

4/12/2016

2016-xxxx

45

4/12/16 30% SUMMITAL D3 - DEMOLITION PLANED-101

1/4" = 1'-0"

DEMOLITION PLAN4' 8' 16'0



A B D

2

3

1

C

ELECTRICAL

3

STORAGE

4

BUS WASHER

BAY #1

1

BUS WASHER

BAY #2

2

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:



SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED


Oakland, CA 94612

t: 510.763.1313


SHEET OF

R. FEE

T. LWIN

4/12/2016

2016-xxxx

45

4/12/16 30% SUMMITAL D3-POWER PLANE-101

1/4" = 1'-0"

POWER PLAN

DP1

4' 8' 16'0

NOTES:

1. XXXXXXXX

A B D

2

3

1

CA B D

2

3

1

C

A

B

C

1 2 3 4 5

1 2 3 4 5

D

NO. DATE BY APP.

DESIGNED BY:

DRAWN BY:



DATE:


DRAWING NO.:

SHEET NO.:

ACT DRAWING #:

ACT CONTRACT #:

STV INCORPORATED


Oakland, CA 94612

t: 510.763.1313f: 510.465.1586


R. FEE

T. LWIN

4/12/2016

2016-xxxx

45

4/12/16 30% SUMMITAL D3-LIGHTING PLANSE-102

1/8" = 1'-0"

ELECTRICAL & STORAGELIGHTING PLAN

1/8" = 1'-0"

NEW LIGHTING PLAN 1/8" = 1'-0"

LIGHTING DEMOLITION PLAN

4' 8' 16'0

NOTES:

(E) EXISTING

(R) REMOVE

(N) NEW

SITE LOCATION D - AC Transit · rem removable repl replace reqd required ret retaining, return rev revision rfi request for information ... kwh kilowatt hour kwhm kilowatt hour meter

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