PROJECT REVIT VERSION: 2012 Pioneer Park · PIONEER PARK AVIARY RENOVATION ... DIMENSIONS TAKE...

REGISTEREDARCHITECT

GARY THOMAS CONNORSTATE OF WASHINGTON

3188

Date Stamped:

Architecture Engineering Surveying

Project:

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Sheet Contents:

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Stantec W.O.

621 West Mallon AvenueSuite 309Spokane, Washington 99201Phone: (509) 328-5139Fax: (509) 328-0423

2 S. 1st AvenueSuite 201Walla Walla, WA 98362Phone (509) 522-4843FAX (509) 522-1902

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Planning Environmental Services

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PIONEER PARKAVIARYRENOVATION

USKHWALLA WALLA,WA

DJK

2/19/2015

Pioneer ParkWalla Walla AviaryWalla Walla, WA 99632

DRAWING INDEX01 - GENERALG.001 TITLE SHEET

07 - ARCHITECTUREA.001 SYMBOLS, NOTES, ABBREVIATIONSA.100 SITE - DEMO PLANA.101 SITE - OVERALL PLANA.102 NEW AVIARY - PLANA.103 FENCE AND RAILING DETAILSA.104 SIDEWALK DETAILS

08 - STRUCTURALS1 GENERAL STRUCTURAL NOTESS2 FOUNDATION PLANS3 FRAMING PLANS4 FRAMING SECTIONSS5 DETAILSS6 DETAILSS7 DETAILSS8 DETAILSS9 DETAILS

WALLA WALLA

PIONEER PARKAVIARY:WHITMAN ST.WALLA WALLA,WA

PROJECT TEAM

OWNER

City of Walla Walla55 E. Moore StreetWalla Walla, Wa

ContactJim Dumont509-527-4527

ARCHITECT AND STRUCTURAL ENGINEER

STANTEC ARCHITECTURE2 S. First Avenue, Suite 201Walla Walla, Wa

Contact:Daniel Karas, AIA509-524-1911

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1. THE CONTRACTOR SHALL PROTECT THE EXISTING FACILITIES AND SURROUNDING GROUNDS DURING CONSTRUCTION. ALL AFFECTED AREAS SHALL BE RESTORED TO EXISTING CONDITIONS BY THE CONTRACTOR AT THECONCLUSION OF CONSTRUCTION ACTIVITIES.

2. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS.

3. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. THE OWNER SHALL BE NOTIFIED IF ANY DISCREPANCY OCCURS PRIOR TO CONTINUING WITH WORK.

4. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES & LOCAL RESTRICTIONS.

5. THE CONTRACTOR SHALL REPORT ANY ERRORS, INCONSISTENCIES, OR OMISSIONS THEY MIGHT DISCOVER. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERRORS AFTER THE START OF CONSTRUCTION WHICHHAVE NOT BEEN BROUGHT TO THE ATTENTION OF THE OWNER. METHOD OF CORRECTING ANY ERROR SHALL BE APPROVED BY THE OWNER.

6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIROR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PERFORMANCE OF THE WORK.

7. THE CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, HVAC EQUIPMENT, ETC.

8. DO NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS, OR OTHER RIGHT-OF-WAYS WITHOUT FIRST OBTAINING PROPER PERMITS.

9. ALL WORK SHALL BE ACCOMPLISHED WITH QUALITY WORKMANSHIP OF THE HIGHEST INDUSTRY STANDARDS. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS ANDRECOMMENDATIONS AND NATIONAL TRADE GROUP STANDARDS.

10. THE OWNER MAY PERFORM ADDITIONAL WORK THAT IS NOT PART OF THIS CONTRACT WITH THEIR OWN FORCES, UNDER SEPARATE CONTRACTS AND/OR WITH OTHER CONTRACTORS. THE CONTRACTOR SHALL COOPERATE WITHTHE OWNER AND OTHER CONTRACTORS AND COORDINATE HIS WORK WITH THE OWNER SO THAT WORK BY OTHERS CAN BE INCORPORATED IN A TIMELY MANNER.

11. AGENCY APPROVED PLANS SHALL BE KEPT IN A PLAN BOX ON SITE AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOODCONDITION, ONE COMPLETE SET OF PLANS, ADDENDA, AND CHANGE ORDERS, ON PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT AND SHALL BE UPDATED AS THE PROJECT PROGRESSES.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE JOB IS IN PROGRESS AND IS COMPLETE.

13. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. COMBUSTIBLE DEBRIS SHALL NOT BE PERMITTED TO ACCUMULATE. WASTE MATERIAL ORTRASH SHALL NOT BE BURNED ON SITE. ALL PRUDENT MEASURES SHALL BE TAKEN TO SEPARATE WASTE AND DIVERT IT TO APPROVED RECYCLING AREAS.

14. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. CONTRACTOR SHALL MAINTAIN AT LEAST TWO TYPE 2A-10 BC FIRE EXTINGUISHERS ONSITE DURING CONSTRUCTION.

GENERAL NOTESExhaust FanExhaust GrilleExistingExpandExpansion JointExposedExterior

FabricateFace of BrickFace of ConcreteFace of FinishFace of MasonryFace of StudsFace of WallFactory FinishFahrenheitFeetFenceFiberglassFiberglass Reinf.Plast. FieldFigureFinishFinished FloorFire AlarmFire ExtinguisherFire HydrantFire WallFireproofFittingFixtureFlangeFlashingFloorFloor CleanoutFloor DrainFloor LineFloor SinkFlooringFluorescentFootFootcandleFootingForwardFrequencyFresh AirFresh Air IntakeFresh WaterFromFurnished by OthersFurred(ing)Future

Gage (gauge)Gallon Galvanize (Hot Dip)GeneralGeneratorGlassGlass BlockGovernmentGrab BarGravelGroundGround FaceGround Fault Interrupt GroutGypsumGypsum Wallboard

HangerHardHardboardHardwareHardwoodHeaderHeaterHeatingHeating ReturnHeating, Ventilating and Air ConditioningHeavyHeavy-DutyHeightHexagonalHighHigh Density PolyethyleneHigh Intensity DischargeHigh PressureHigh StrengthHigh VoltageHighwayHoistHollow CoreHollow MetalHollow TileHorizontalHorsepowerHose BibHose RackHot WaterHot Water HeaterHot Water ReturnHot Water SupplyHourHousingHydrantHydraulic

IdentifyIlluminateIncandescentInchIncludeIndustryInformationInputInside DiameterInstallInstrumentInsulateInteriorIntersectInvert ElevationIron PipeIrregularIrrigation

JanitorJointJoistJunctionJunction Box

KeywayKitchenKnock Down

LaboratoryLag BoltLaminateLam. Veneer LumberLanding

LargeLateralLatitudeLavatoryLayerLayoutLeakageLeft HandLetterLeverLightLight SwitchLightingLightweightLinear FeetLinear; LinealLintelLiquidLive LoadLoading RelayLocateLockedLongitudinalLouverLowerLumber

MachineMaintenanceMajorManholeManhole CoverManualManufacturerManufacturingMasonryMasonry OpeningMaterialMaterial ListMaximumMeasureMechanicalMedianMediumMembraneMercury VaporMetalMeter (Instrument)MiddleMillworkMinimumMiscellaneousMiterModularMoistureMoldingMinuteMountMountingMullionNationalNational Electrical CodeNational Electrical Mfr. AssociationNational fire Protection AssociationNaturalNear FaceNear SideNecessaryNeutralNoise ReductionNormalNorthNot ApplicableNot in ContactNot to ScaleNumber

On CenterOpen EndOpeningOperateOperationOppositeOriginal OptionalOutletOutside CircumferenceOutside DiameterOutside faceOutside RadiusOverflowOverhead

PackagePaintPairPanelPaper Towel DispenserPaper Towel ReceptorParallelParkingPartialParticle boardPartitionPavementPeakPenetrationPenny (nail size)PercentPerforatePerimeterPermanentPerpendicularPhasePiecePlankPlan viewPlasterPlasticPlastic LaminatePlatePlatformPlumbingPlywoodPneumatic

PointPolyvinyl ChloridePorcelain EnamelPortablePortland CementPost-Tensioned ConcretePotable WaterPotentialPoundPound Per Cubic FootPounds er Square FootPounds per Square InchPowerPower AmplifierPower and LightingPrecastPrefabricatedPreferredPrefinishedPreliminaryPremolded Joint FillerPreparationPressurePressure TreatedPre-stressed ConcretePrimaryProcedureProductProperty Line

QuadrantQualityQuantityQuart

RadialRadiusRailroadRailwayRain LeaderRateRatingRatioReceptacleRecessRecommendRectangleReferenceReference LineRefrigeratorReinforceReinforced ConcreteRelocateRemoteRemove Remove and ReplaceReplaceReproduceRequired ReservoirResilientResistorRetainingReturnReturn AirReturn Air GrilleReverseRevisionRevolution per MinuteRight Right HandRoadRoof Drain Roof hatchRoofingRoof VentRoomRotateRoughRough OpeningRoundRubberRubber Base

Safety GlassSampleSanitarySanitary SewerScheduleSchematicScreenSealantSeamlessSeatingSecondSecondarySectionSelectSensorSeparateSerialSewerSheathingSheetSheet GlassShelf, ShelvingShoulderShowerSidewalkSidingSimilarSingleSinkSleeveSlopeSoundproofSouthSpacing SpeakerSpecialSpecificationsSquareSquare FootSquare InchStainless SteelStairwayStandardStandbyStandoffStandpipeStationSteelStiffenerStorageStorm DrainStraightStreetStructure, structural

SubstituteSupplySupportSurfaceSurveySuspendSwitchSwitchboardSymbolSymmetricalSynchronizeSystem

TackboardTangentTechnicalTelephoneTelevisionTemperatureTemporaryTerminalThermostatThickThicknessThreadThree-PhaseThresholdThroughTimberToiletToilet PartitionTongue and GrooveToppingTotalTotal LoadTowel BarTowerTrackTrafficTransformerTransitionTransverseTreadTreatedTreatmentTubingTypical

UltimateUndercutUndergroundUnderground ConduitUnderwriter LaboratoriesUnfinishedUniformUniform Building CodeUnit HeaterUniversal Upper

VacuumVapor BarrierVapor ProofVariableVeneerVentVentilatorVent PipeVent Through RoofVent to CeilingVerifyVermiculiteVertical VinylVinyl BaseVinyl FabricVinyl TileV-Jointed(ed)Volt, VoltageVolume

WaferWainscotWall HungWall to WallWall VentWallboardWall CleanoutWarehouseWasherWasteWaterWater ClosetWater HeaterWater MeterWater PumpWaterlineWaterproofWaterstopWatertightWattWeatherproof (insul)WeightWelded SteelWelded Wire FabricWestWhiteWideWidthWire MeshWiringWithWithoutWoodYardYellow

AboveAbove Finish FloorAbove Suspended CeilingAccountAcousticAdditionAdjustableAggregateAlarmAlignmentAlternateAluminumAmerican Wire GageAmountAnchor BoltAngleApproximateAsphaltAssemblyas soon as possibleAutomaticAuxiliary

BackBackgroundBallastBarrierBase LineBasementBeamBearingBelowBench MarkBituminousBlackBlockingBoardBottomBritish Thermal UnitBuildingBuilding LineBulkhead

CabinetCapacityCasementCast-in-PlaceCast IronCatch BasinCaulkingCeilingCenterCeramicCeramic TileChalkboardChamferChange OrderChannelChain LinkChordCircleCircumferenceClassificationCleanoutClosetCombinationCompanyConcreteConcrete Masonry UnitConnectionConstructionConstruction JointContinuousContractorControl PanelCorrugatedCounterclockwiseCountersinkCrossingCubicCubic FootCubic InchCubic YardCylinder

DecreaseDeflectDegree letter DepartmentDetailDevelopmentDiagonalDiameterDifferenceDimensionDirectionDisconnectDistanceDoorDoor CloserDoor GrilleDoor StopDouble-HungDouglas FirDownDownspoutDrainDrain TileDrainboardDrawerDrawingDrinking Fountain

EachEastElectricElevationElevatorEmergencyEnclosureEnergyEngineerEnlargeEntranceEnvironmentalEqualEquipmentEquivalentEscalatorEstimateExceptExhaust

ABVAFFASCACCTACSTADDADJAGGRALMALIGN.ALTNALAWGAMTABLAPPROXASPHASSYASAPAUTO.AUX

BKBKGDBLSTBARRBLBSMTBMBRGBLWBMBITUMBLK, BKBLKGBDBOTBTUBLDGBLBHD

CAB.CAPCSMTCIPCICBCLKGCLGCTRCERCTCHBDCHAMCOCHANCLCHDCIRCRCMFCLASS.COCLOCOMB.COCONCCMUCONNCONSTRCJCONTCONTRCPCORRCCWCSKXINGCUCU FTCU INCU YDCYL

DECRDEFLDEGDEPTDETDEVDIAGDIADIFFDIM.DIRDISC.DISTDRDCLDGDSTDHDFDNDSDRDTDRBDWRDWGDF

EAEELECELELEVEMERENCLENGYENGRENLGENTRENVIREQEQPTEQUIVESCESTEXCEXH

EFEGEXSTEXPEXP JTEXPEXT

FABFBFOCFOFFOMFOSFOWFF0FFTFNFGLFRPFLDFIG.FNSHFFFAFEXTFHYFWFPRFFTGFXTRFLGFLFLRFLCOFDFLFSFLGFLUORFTFCFTGFWDFREQFRAFAIFWFRFBOFURFUT

GAGAL.GALVGENLGENGLGLBGOVTGBGVLGNDGFGFIGTGYP.GWB

HGRHDHBDHDWHDWDHDRHTRHTGHR

HVACHVYHDHGTHEXHI

HDPE

HID.HPHSHVHWYHSTHCHMHTHORIZHPHBHRHWHWHHWRHWSHRHSGHYDHYDR

IDENTILLUMINCANDIN.INCLINDINFOINPIDINSTLINSTRINSULINTINTSCTINVIPIRREGIRRG

JANJTJJCTJB

KWYKIT.KD

LAB.LBLAM.LVLLNDG

LGLATLLATLAVLYRLYTLKGLHLTRLVRLTLTSWLTGLWLFLINLNTLLIQLLLDRLCTLKDLONG.LVRLWRLBR

MACHMAINTMAJMHMCMANMFRMFGMSNRYMOMATMLMAXMEASMECHMDNMDMMEMBMERCMTLMTRMDLMWKMINMISCMIT.MOD.MOISTMLDGMIN.MTMTGMULL.NATLNEC

NEMA

NFPANATNFNSNECNEUTNRNORM.NN/ANICNTSNO.

OCOEOPNGOPROPNOPPORIGOPTOUT.OCODOF.OR.OFOH

PKGPTPRPNLPTDPTRPRLPKPART.PBDPTNPVMTPKPEN.dPCTPERFPERPERMPERPPHPCPLKPVPLASPLSTCPLAMPLPLATFPLMBPLYWDPNEU

PTPVCPEPORTPCPSCPOTWPOT.LBPCFPSFPSIPWRPAP&LPRCSTPREFABPFRDPREFINPRELIMP J FPREP.PRESS.PTPSCPRIPROCPROD.PL

QDRNTQUALQTYQT

RDLRADRRRYRLRTRTGRRCPTRECRECMRECTREFREFLREFRREINFRCRELOCRMTRMVR&RREPLREPROREQDRSVRRESILRESRTNGRTNRARAGRVSREV.RPMRTRHRDRDRFHRFGRVRMROT.RGHRORNDRBRRB

SFGLSASANSSSCHEDSCHEMSCRNSLNTSMLSSTGSSECSECT.SELSNSRSEPSERSEW.SHTHGSHTSGSHSHLDRSHSDWKSDGSIMSGLSKSLVSLPSNDPRFSSPGSPKRSPCLSPECSQSQ FTSQ INSSTSTWYSTDSTBYSTDFSPSTASTLSTIFSTORSDSTRSTSTRUCT

SUBSTSPLYSPRTSURF.SURVSUSPSWSWBDSYMSYMMSYNCSYS

TKBDTAN.TECH.TELTVTEMPTEMPTERM.THERMOTHKTHKNSTHD3PHTHRTHRUTMBRTTPTNT&GTPGTOT.TLLDTBTWRTRKTRFCXFMRTRSNTRANSVTRDTRTDTRTMTTBGTYP

ULTUCUGUGCULUNFINUNIFUBCUHUNIVUPR

VACVBVAPPRFVARVNRVVENT.VPVTRVTCVRFYVERMVERTVINVBVFVTVJVVOL

WFRWAWHWTWWVWLBWCOWHSEWSHRWWWCWHWMWPWLWTRPRFSWSTPWTRTTWWPWTSWWWFWWHT, WWWDWMWRGW/W/OWDYdYEL

ABBREVIATIONS

SEE 1/ A101

VIEW REFERENCE

101

1A101

SIM

Room name101

1t

1

NORTH

0

VIEW NUMBER

SHEET NUMBER WHEREDRAWN

VIEW TITLEVIEW NUMBER

VIEW NAME

VIEW SCALE

DETAIL CALLOUTVIEW NUMBER

DETAIL IS SIMILAR OR TYPICAL(WHERE SHOWN)

SHEET NUMBER WHERE DRAWN

A-000

1

ELEVATION SYMBOLVIEW NUMBER

ARROW INDICATES DIRECTION OFELEVATION

SHEET NUMBER WHERE DRAWN

SECTION CALLOUTDIRECTION OF SECTION CUT

VIEW NUMBERSHEET NUMBER WHERE DRAWN

DETAIL IS SIMILAR OR TYPICAL(WHERE SHOWN)

LEVEL NAMEELEVATION

LEVEL INDICATORLEVEL LAME

HEIGHT OF LEVEL/DATUM

ROOM SYMBOL

ROOM NAME

ROOM NUMBER

NORTH ARROW

HEAVY LINE INDICATES NORTHDIRECTION

STRUCTURAL GRID TAG

NUMBER/LETTER OF GRID LINE

CENTERLINE OF GRID

RELITE TAG

RELITE LABEL

WINDOW TYPE TAG

WINDOW TYPE LABEL

REVISION TAG AND CLOUD

NUMBER/LETTER OF REVISION

CLOUD INDCATES EXTENT OFREVISION

CENTERLINE TAG

CENTERLINE SYMBOL

DOOR TAG

DOOR NUMBER

CENTERLINE OF LEVEL

X-1

SHEET NOTE

SHEET NOTE LABEL

1t

SIGN/ACCESSORIES TAG

SIGN TYPE/ACCESSORIES LABEL

FDC

FIRE DEPARTMENT CONNECTION

LABEL INDICATING FIRE DEPARTMENTCONNECTION LOCATION

1 View Name1/8" = 1'-0"A101

A1011

SIM

DEMOLITION FLAG NOTE

FLAG NOTE NUMBER - SEEDEMOLITION NOTES FORDESCRIPTION

1i

TRANSLUCENT PANEL TYPE TAG

TRANSLUCENT PANEL TYPE LABEL

1i

WALL TYPE TAG

WALL TYPE LABEL

1i

00000x00x00

CASEWORK TYPECASEWORK DIMENSIONSWIDTH x HEIGHT x DEPTH

CASEWORK TYPE TAG

MATERIAL TAG

MATERIAL TYPE LABEL?

STANDARD SYMBOLS

REGISTEREDARCHITECT


3188

Date Stamped:


Project:

Date

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WHITMAN STREET

(E) CONCRETE CURB AROUND SMALL POND TO REMAIN

(E) TREE TO REMAIN -PROTECT IN PLACE, TYP.

REMOVE (E) NETTING, STRUCTURE AND FENCING.

ALTERNATE #1-REMOVE NETTING MASTSTRUCTURE IN POND.MAST FOUNDATION TOREMAIN.BASE BID - REMOVALBY OWNER

(E) SIDEWALK TO REMAIN

(E) PLAQUE AND FOUNTAIN TOREMAIN - PROTECT IN PLACE

(E) TREE TO REMAIN -PROTECT IN PLACE

REMOVE NETTING MASTAND FOUNDATION

REMOVE LARGE TREE

(E) BRIDGE TO REMAIN

FENCE FOOTING AND SITEWALL TO REMAIN- MODIFY ASREQUIRED TO ACCOMMODATENEW STRUCTURE

(E) ASPHALT PATH TO BE REMOVED

REMOVE (E) WEIR BOX

(E) CONCRETE SITE WALLAND FENCE TO REMAIN

(E) WEIR BOX TO REMAIN

REMOVE (E) ASPHALT PATH

(E) ASPHALT PATH TO REMAIN.PATCH AT INTERFACE WITHNEW CONSTRUCTION

REMOVE BRIDGE DECKINGAND RAILING. BRIDGESTRUCTURE TO REMAIN

(E) TREE TO REMAIN -PROTECT IN PLACE

(E) AVIARY COLUMNS. USE EXISTING LOCATION ASBENCHMARK FOR LAYOUT OF NEW STRUCTURE, REFERTO STRUCTURAL DRAWINGS. REMOVE COLUMNS PRIORTO COMPLETION OF CONSTRUCTION

EXTENT OF SIDEWALKDEMOLITION, REFER TOCONSTRUCTION PLANS

PROTECT EXISTING LANDSCAPE ASINDICATED IN THE SPECIFICATIONS. FILLAND FINISH GRADE BY CONTRACTOR.LANDSCAPING BY OWNER.

(E) TREE TO REMAIN - PROTECT IN PLACE, TYP. UNO.

APPROXIMATE LINE OF CREEKRUNNING UNDER (E) PATH

(E) PATH TO REMAIN,PROTECT IN PLACE

DIV

ISIO

N S

TREE

T

(E) REARING PENS TOREMAIN - NO WORK


(E) OFFICE TO REMAIN -NO WORK

(E) "GREENHOUSE"TO REMAIN - NO

WORK

(E) PARKINGLOT TO REMAIN




(E) ROSE GARDEN TOREMAIN, PROTECT IN PLACE

SALVAGE (E) BENCH AND RETURN TO OWNER

ALTERNATE #1REMOVE (E) SMALL POND AVIARY ENCLOSURE INCLUDINGNETTING, STRUCTURE, FENCING AND CONCRETE PERIMETERCURB. CONCRETE FOOTINGS FOR POSTS IN SMALL POND TOREMAIN.BASE BID - REMOVAL BY OWNER

ALTERNATE #1-LINE OF FENCING TO REMAINALONG STREET SIDE OF POND,REMOVE REMAINING PORTION OFSMALL POND FENCE.BASE BID - SMALL POND FENCEMODIFICATIONS BY OWNER

+- 16' - 0"

FENCING TO REMAIN FOR TWO POSTS PAST SITE WALL

+- 16

' - 0"

HATCH PATTERNSHOWS AREA OF (E)NETTING ENCLOSURE

REGISTEREDARCHITECT


3188

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Project:

Date

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Project Mgr.

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SITE - DEMOPLAN

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WHITMAN STREET

(E) LOWER PONDTO REMAIN


(E) "GREENHOUSE"TO REMAIN - NO

WORK

A.1021

ALTERNATE #1AT AREAS OF REMOVEDSTRUCTURE, GRADE SURFACETO MATCH ADJACENTTOPOGRAPHY(BASE BID - WORK BY OWNER)

(E) TREE TO REMAINPROTECT IN PLACE, TYP.

DIV

ISIO

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TREE

T

NEW AVIARY STRUCTURE ANDPERIMETER PATH - REFER TOENLARGED PLAN ANDSTRUCTURAL DRAWINGS

(E) PARKINGLOT TO REMAIN

(E) TREE TO REMAIN -PROTECT IN PLACE, TYP.


(E) CONCRETE SITE WALL TO REMAIN

APPROXIMATE LINE OF CREEKRUNNING UNDER (E) PATH

(E) PATH TO REMAIN,PROTECT IN PLACE

(E) ROSE GARDEN TOREMAIN, PROTECT IN PLACE

(E) UPPER POND TOREMAIN

LINE OF (E) CHAIN LINK FENCEASSEMBLY TO REMAIN

CONTRACTOR STAGING AREA

CONT

RACT

OR

PARK

ING

ARE

ANO

MAT

ERIA

L ST

ORA

GE

ALLO

WED

APPROXIMATE LINE OF BASE BID WORK AREA / LINE OFTEMPORARY CONSTRUCTION FENCING

APPROXIMATE LINE OFALTERNATE #1 WORK AREA /LINE OF TEMPORARYCONSTRUCTION FENCING

BUILDING TO REMAINOCCUPIED DURINGCONSTRUCTION - MAINTAINACCESS & EGRESS

CONCEPTUAL LINE OF PIPE TO DIVERT WATER FROMLARGE POND DURING CONSTRUCTION AS REQUIREDTO DEWATER POND. INTERCEPT CREEK UPSTREAMFROM POND, AND CONVEY WATER PAST LARGE PONDWORK AREA TO LOWER POND. MAINTAIN NATURALWATER TURBIDITY LEVEL AT DISCHARGE ANDCOMPLY WITH FISH & WILDLIFE PERMITTINGREQUIREMENTS FOR HYDRAULIC PROJECTS. REFERTO SPECIFICATIONS FOR FURTHER INFORMATION.REMOVE UPON COMPLETION OF WORK.

EXISTING ASPHALT PATH MAY BE USED FORTEMPORARY CONTRACTOR ACCESS TO NORTHSIDE OF POND SITE. REPAIR ANY DAMAGE TOPATH AND ADJOINING SURFACES AS RESULT OFCONTRACTOR USE. PATH TO REMAIN OPEN TOOWNER AND PUBLIC USE THROUGHOUT THEDURATION OF CONSTRUCTION.

REGISTEREDARCHITECT


3188

Date Stamped:


Project:

Date

Checked

Drawn

Project Mgr.

Sheet Contents:

Sheet No.:

Stantec W.O.



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A.101

GTC

AHD

SITE - OVERALLPLAN

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1" = 30'-0"A.101

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GENERAL SITE CONDITION NOTES:

1. WORK SHALL CONFORM TO STATE AND LOCAL CODES.

2. THE CONTRACTOR SHALL INVESTIGATE ON SITE AND VERIFY ALL CONDITIONS AND DIMENSIONS OF THE PROJECT AND SHALL NOTIFY THE OWNEROF ANY DISCREPANCY IN THE CONTRACT DOCUMENTS REQUIRING MODIFICATION PRIOR TO PROCEEDING.

3. THE CONTRACTOR SHALL TAKE NECESSARY PREVENTATIVE MEASURES TO PROTECT EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL, ATNO ADDITIONAL COST TO THE OWNER, REPLACE ANY IMPROVEMENTS SO DAMAGED.

4. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALLVERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 2 WORKINGDAYS PRIOR TO ANY EXCAVATION. IF THE CONTRACTOR DISCOVERS ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITIONSENCOUNTERED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER.

5. THE CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR THE CONTRACTOR ATTHE JOB SITE DURING ALL WORKING HOURS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANSSTAMPED "FOR CONSTRUCTION" ON CONSTRUCTION SITE AT ALL TIMES.

6. THE OWNER AND CONTRACTOR SHALL COMPLY WITH THE NPDES GCP (NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERALCONSTRUCTION PERMIT). THIS INCLUDES USING BEST MANAGEMENT PRACTICES TO PREVENT DISCHARGE OF STORM WATER AND SEDIMENTATION FROMTHIS SITE DURING CONSTRUCTION. THE IMPLEMENTATION, CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE BMP'S ARE THERESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED.

7. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE OWNER.

TESTING & INSPECTION NOTES:

1. ALL TESTING IS THE RESPONSIBILITY OF THE CONTRACTOR, RESULTS SHALL BE PROVIDED TO THE OWNER

2. CONTRACTOR TO HIRE THIRD-PARTY GEOTECHNICAL LABORATORY TO CONDUCT GRADATION TESTS. GRADATION TESTING SHALL CONSISTOF AT LEAST ONE SOIL SAMPLE FROM THE TOP 12" OF NATIVE SUBGRADE MATERIAL FOR EVERY CONTIGUOUS AREA OF REPLACEMENT PAVEMENT,OR ONE SOIL SAMPLE FROM EVERY 1,000 SQUARE YARDS OF PAVEMENT AREA, WHICHEVER IS GREATER. IN ADDITION, SOILS THAT APPEAR TO BEDIFFERENT FROM THE SOIL OF THE FIRST SAMPLE SHALL BE SAMPLED AT LEAST ONCE WITHIN EACH CONTINUOUS PAVEMENT AREA. TESTINGSHALL BE PERCENT PASSING THE NO. 200 STANDARD SIEVE.

3. SPECIAL INSPECTION AND CERTIFICATION OF ADEQUACY SHALL BE IN ACCORDANCE WITH CITY OF WALLA WALLA STANDARDS.

EROSION CONTROL NOTES:

1. THE CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES CONFORMING TO THE "STORMWATER MANAGEMENT MANUAL FOR EASTERN WASHINGTON" (SWMMEW) TOPREVENT DISCHARGE OF STORM WATER AND SEDIMENTATION FROM THIS SITE DURING CONSTRUCTION. THESE MEASURES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING.

BMP-C105 STABILIZATION OF CONSTRUCTION ENTRANCE AND ROADS: THE CONTRACTOR SHALL USE EXISTING PAVED ACCESS ONTO CITY ROADS. TRACKING OF SEDIMENT ONTO THESTREET WILL BE CLEANED UP BY THE CONTRACTOR.

BMP-C140 DUST CONTROL: THE CONTRACTOR SHALL PREVENT THE GENERATION OF DUST.

BMP-C220 INLET PROTECTION: THE CONTRACTOR SHALL INSTALL INLET PROTECTION AS REQUIRED PRIOR TO CONSTRUCTION.

BMP-C162 SCHEDULING: THE CONTRACTOR SHALL LIMIT WORK DURING AND FOLLOWING STORM EVENTS TO PREVENT MOBILIZATION OF SEDIMENTS OFF THIS SITE.

BMP-C101 PRESERVING NATURAL VEGETATION: WHEREVER POSSIBLE, THE CONTRACTOR SHALL MAINTAIN EXISTING VEGETATION TO REDUCE RUNOFF VOLUME AND SEDIMENTATIONMOBILIZATION.

BMP-C152 SAW CUTTING AND SURFACING POLLUTION PREVENTION: PREVENT SLURRY AND PROCESS WATER FROM ENTERING THE WATERS OF THE STATE.

BMP-C160 CONTRACTOR EROSION AND SPILL CONTROL LEAD: THE CONTRACTOR SHALL DESIGNATE A CONTRACTOR EROSION AND SPILL CONTROL LEAD (CESCL) WHO IS RESPONSIBLEFOR ENSURING COMPLIANCE WITH ALL LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REQUIREMENTS.

BMP-C230 STRAW BALE BARRIER: DECREASE THE VELOCITY OF FLOWS AND INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT WITH STRAW BALE BARRIERS.

BMP-C233 SILT FENCE: REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A TEMPORARY PHYSICAL BARRIER.

2. DETAILS FOR THE CONSTRUCTION, USE, AND MAINTENANCE OF THESE AND OTHER BMP'S ARE CONTAINED IN THE "STORMWATER MANAGEMENT MANUAL FOR EASTERNWASHINGTON". SHOULD SPECIFIC STORM EVENTS CAUSE MOBILIZATION OF SEDIMENT, THE CONTRACTOR SHALL FURNISH OTHER BMP's AS REQUIRED.

STANDARD NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) CONFORMING TO SWMMEW CHAPTER 7.

2. THE IMPLEMENTATION OF THESE EROSION/SEDIMENTATION CONTROL PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESEEROSION/SEDIMENTATION CONTROL FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED ANDVEGETATION/LANDSCAPING IS ESTABLISHED.

3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NODISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OFCONSTRUCTION.

4. THE EROSION/SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCHA MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS.

5. THE EROSION/SEDIMENTATION CONTROL FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUEDFUNCTIONING.

6. THE EROSION/SEDIMENTATION CONTROL FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURSFOLLOWING A MAJOR STORM EVENT.

7. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN.

8. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONALMEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.

AVIARY STRUCTURE,REFER TO STRUCTURALDRAWINGS

EXISTING WOOD BRIDGE TOREMAIN

NEW FOOT BRIDGE AND RAILING

6'-0"

6'-0"

6'-0"

A.1041

A.1032

TYP.

6'-0"

A.1034

MATCH ELEVATION ANDGRADE AT (E) PAVING

MATCH ELEVATION ANDGRADE AT (E) PAVING

2

A.103

Sim

1

A.103

Sim

TYP.

6'-0"

6'-0"

7'-6"

(E) FOUNTAIN AND PLAQUE TOREMAIN. PROTECT IN PLACE

SEE CITY OF WALLA WALLASTANDARD PLAN 2-7 FOR CONCRETESIDE WALK SPECIFICATION

PROTECT EXISTING LANDSCAPE TO THEFULLEST EXTENT WHERE POSSIBLE.

2'-0"

6'-0"

24'-6"

TYP.5'-0" TYP.

5'-0"

TYP.

7'-6"

6'-0"

11'-8"

11'-8"

5'-0"

7'-6"

7'-6"

5'-0"

42'-0

"

28'-0

"

10'-0

"

8'-0"

LINE OF NEW AVIARY FENCE. PREPAREGRADE AS NECESSARY TO ACCOMMODATENEW STRUCTURE. MINIMIZE DISTURBANCE TOHABITAT, LANDSCAPE AND SURROUNDINGAREAS. REFER TO SECTIONS AND DETAILSFOR MORE INFORMATION

(E) ASPHALT PATH TO REMAIN.PATCH AT INTERFACE WITHNEW CONSTRUCTION




EXIST.

10 '-8 " + /-

3'-6 1/4"

(E) AVIARY COLUMNS. USE EXISTINGLOCATION AS BENCHMARK FOR LAYOUT OFNEW STRUCTURE, REFER TO STRUCTURALDRAWINGS. REMOVE COLUMNS PRIOR TOCOMPLETION OF CONSTRUCTION. SEEDRAWRING S2.

NOTE:PROTECT IN PLACE (E) IRRIGATION BRANCHLINES TO REMAIN IN (E) NET PEN. REPAIR ANYLINES DAMAGED DURING CONSTRUCTION.

A.1043

x

x

x

A.1044

7'-6"

(E) LOWER POND TO REMAIN,REFER TO SITE PLAN

(E) TREE TO REMAIN.PROTECT IN PLACE

3A.103

REGISTEREDARCHITECT


3188

Date Stamped:


Project:

Date

Checked

Drawn

Project Mgr.

Sheet Contents:

Sheet No.:

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GTC

AHD

NEW AVIARY -PLAN

204600212

100% SUBMITTAL


USKHWALLA WALLA,WA

DJK

2/19/2015

1/16" = 1'-0"A.102

1 ENLARGED PLAN - PENNORTH

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4"8"

EQ EQ

WHERE FENCE MEETS STRUCTURAL COLUMN

SIDEWALK AVIARY

9'-0

"

1/4" SLOPE

COLUMN CAP

2" CHAIN LINK

FENCE TENSION BAND

1" CHAIN LINK

BOTTOM RAIL

CENTER RAIL

BRACE END TYP.

TOP RAIL

HSS COLUMN,PILASTER, ANDFOOTING - SEE S7

HSS COLUMN,PILASTER, ANDFOOTING - SEE S7

FENCE TENSION BAR

#3 CONT.

PIPE

4" 2 1/

2"3'

-0"

1'-0"

1'-0

"

2'-6

"

4"

1'-0"

TYPICAL POST SPACING

8'-0"

CAP

POST

TOP RAIL

FENCE TENSION BAND

BOTTOM RAIL

BRACE END TYP.

8"

8" CURB

1 1/

2"

3"

1 1/

2"

POST FOUNDATION AND CURB PLAN

12" CONCRETE POST FOUNDATION8" X 12" CURB

#3 CONT. (2) TOP AND BOTTOM#3 (4)

POST SECTION

#3 CONT.

1'-0

"

8" CURB

POST FOUNDATION

2" CENTER RAIL

2" CHAIN LINK

1" CHAIN LINK

2'-1

0"

#3 CONT.

(4) #3 LOOPS, REFERTO PLAN DETAIL

CENTER RAIL

BOTTOM RAIL

TOP RAIL

CAP

CABLE - SEESTRUCTURAL

NETTING - SEESTRUCTURAL

2" CHAIN LINK FENCE

1" CHAIN LINK FENCE

+- 7

"NETTINGATTACHED TO RAILWITH WIRE TIES

STRUCTURAL AVIARY COLUMN ANDFOUNDATION - SEE STRUCTURAL

WALKWAY AVIARY

8'-0

"

8'-0

"

CABLE - LOCATIONWILL VARY - SEESTRUCTURAL

NETTING ATTACHED TO TOP RAILWITH ROPE LACED THROUGHNETTING EVERY 3" TYP. REFER TONETTING SPECIFICATIONS.

POSTFOUNDATIONBEYOND

SEE CITY OF WALLA WALLASTANDARD PLAN 2-7 FOR SIDEWALK / CURB SPECIFICATION

FENCE TENSION BAR

FENCE TENSION BAR

2" 2"

3"

2 1/

2"2

1/2"

2 1/

2"

3'-0

"

8'-0

"

4"


8'-0"

CAP

POST

TOP RAIL

BRACE END

6'-8

"1'

-4"

SINGLE GATE

NETTING

DROP PIN

FENCE LOCK

2" CHAIN LINK FENCE

1" CHAIN LINK FENCE

3'-0

"

8'-0

"

4"


8'-0"

CAP

POST

TOP RAIL

BRACE END

HINGE

HINGE

6'-8

"1'

-4"

DOUBLE GATE

NETTING

DROP PIN

DOUBLE GATELATCH W/ LOCK

2" CHAIN LINKFENCE

1" CHAINLINK FENCE

2" CHAIN LINKFENCE

REGISTEREDARCHITECT


3188

Date Stamped:


Project:

Date

Checked

Drawn

Project Mgr.

Sheet Contents:

Sheet No.:

Stantec W.O.



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AHD

FENCE ANDRAILING DETAILS

204600212

100% SUBMITTAL


USKHWALLA WALLA,WA

DJK

2/19/2015

1/2" = 1'-0"A.103

2 FENCE AT COLUMN 1/2" = 1'-0"A.103

1 TYPICAL FENCE DETAIL

1/2" = 1'-0"A.103

3 SINGLE GATE 1/2" = 1'-0"A.103

4 DOUBLE GATE

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COLUMN FOUNDATIONAND FOOTING - SEESTRUCTURAL

7'-6

" 5'-0"

CONTROL JOINT AROUNDFOUNDATION

2

A.104

Sim

CONTROL JOINT

SEE CITY OF WALLA WALLASTANDARD PLAN 2-7 FOR SIDEWALKSPECIFICATION

FILL WITH GRAVEL

MIN

1 FOOT

VARIES, REFER TO PLAN

SLOPE CONCRETE 1/4" PER FOOTAWAY FROM AVIARY ENCLOSURE

PAINTED STEEL STRUCTURE ANDCONCRETE FOUNDATION ANDFOOTING - SEE STRUCTURAL

CONTROL JOINT

CONTROL JOINT

4"4"

SEE CITY OF WALLA WALLASTANDARD PLAN 2-7 FORSIDEWALK SPECIFICATION

+- 3'-0"

1"

COLD JOINT

4" CONCRETE SIDEWALK

NEW CONCRETEFOUNDATION

EXPANSIONJOINT

EXPANSION JOINT

VERIFY

+- 10"

4" M

AX.

3'-6

"

5

A.104

Sim

2" Ø PTD. STEEL PIPE POST,TOP AND BOTTOM RAIL

3/4" Ø PTD. STEEL PIPE PICKET

+- 2

'-0"

(E) STONE /CONCRETE TRENCH(2) #5 TOP AND BOTTOM

5"

(4) #4 18"X18", 12" O.C.

(3) 1/2" X 12" L SMOOTHGREASED DOWELS EACHEND OF BRIDGE

1 1/2" 16GA COMPOSITESTEEL DECK

10"

2'-0

"

5"

4" MAX.

4'-9" +/- V.I.F.

7'-6" +/- V.I.F.

90.00

°

4'-0"

EXPANSION JOINT4

A.104

Sim

5

A.104

Sim

EXPANSION JOINT

FENCE POST

RETURN BRIDGERAILING TO NEWFENCE POST

16

F

3'-0"

(E) WEIR

NEW FENCE

NEW SIDEWALK

NEW CONCRETE DECKBRIDGE

FLOW OF

STREAM

1'-8"

1'-8"

10"

10"

STREAM3'-0" V.I.F.

SIDEWALK

SIDEWALK

DEC

K SPAN

(E) STREAMEMBANKMENT TOREMAIN

5"

5"

CENTERLINE OFGUARDRAIL POST

2"

2"

PTD. STEEL GUARDRAILASSEMBLY, REFER TOSECTIONS

2" Ø TOP ANDBOTTOM RAIL

(E) WEIR TO REMAIN

EXTEND NEW FENCEDOWN TO (E) WEIR

NEW FENCE CURBBEYOND

(E) STONE WALLBEYOND

REPLACE (E) FENCEBELOW WEIR

NEW FOOTINGBEYOND

1 1/2" 16GA VERCO PLBCOMPOSITE GALVANIZEDDECK OR EQUAL.

4" CONCRETESIDEWALK

4

A.104

Sim

4" CONCRETESIDEWALK BEYOND

(E) STONE WALLBEYOND

AVIARY SIDE

#4 REBAR @ 12" O.C. EACHWAY IN TOP THIRD OF SLAB

4"A.104

6

3'-6

"

4"

3 1/2"

5"

PTD STEEL GUARDRAIL POST BRACKET, REFERTO SPECIFICATION SECTION 055213 FORMATERIAL AND PERFORMANCE CRITERIA

2" Ø PTD STEEL GUARDRAIL PIPE POST, TOPAND BOTTOM RAIL, REFER TO SPECIFICATIONSECTION 055213

REGISTEREDARCHITECT


3188

Date Stamped:


Project:

Date

Checked

Drawn

Project Mgr.

Sheet Contents:

Sheet No.:

Stantec W.O.



PRO

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Formerly USKH

2/25

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AHD

SIDEWALKDETAILS

204600212

100% SUBMITTAL


USKHWALLA WALLA,WA

DJK

2/19/2015

1/2" = 1'-0"A.104

1 SIDEWALK AT TYPICAL COLUMN BASE 1/2" = 1'-0"A.104

2 SECTION - TYPICAL COLUMN BASE

3/4" = 1'-0"A.104

4 NEW BRIDGE / STREAM SECTION

1/2" = 1'-0"A.104

3 NEW FOOT BRIDGE - PLAN

3/4" = 1'-0"A.104

5 FOOT BRIDGE SECTION 3" = 1'-0"A.104

6 PIPE RAILING FLANGE

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PROJECT REVIT VERSION: 2012 Pioneer Park · PIONEER PARK AVIARY RENOVATION ... DIMENSIONS TAKE...

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Transcript of PROJECT REVIT VERSION: 2012 Pioneer Park · PIONEER PARK AVIARY RENOVATION ... DIMENSIONS TAKE...