124-126JOLIMONTROAD EASTMELBOURNE
LEGEND
SCALE1:50
SHOTCRETE
RETENTIONPILES
DENOTESPILEEMBEDMENTBELOWBULKEXCAVATION LEVELREFERTOPLAN
DENOTESSITEBOUNDARY
DENOTESCAPPINGBEAMREFERTO CAPPINGBEAMSCHEDULEFORDETAILS
DENOTESBOREDPILE REFERTOBOREDPILESCHEDULEFORDETAILS
DENOTESBOREDPILEWITHANCHOR REFERTOBOREDPILESCHEDULEFORDETAILS
DESIGNLOADING
DESIGNISBASEDONSOILPARAMETERSANDRECOMMENDATIONMADEBYDOUGLAS PARTNERSREPORTNO211ANDPILELOADINGBYR.I.BROWNDWGS11.
WATERPROOFINGANDGROUNDWATERLEVEL
REFERTOARCHITECTURALDRAWINGSFORALLFALLSSTEPSLEVELSINSULATION ANDWATERPROOFINGREUIREMENTS.
CONCRETEPROPERTIESFORBELOWGROUNDWITHINBASEMENTLEVELARETO HAVEMINIMUM4mPaCONCRETESTRENGTH.BOTENGINEERINGDOESNOTOPPOSE IFACONCRETEWATERPROOFINGADMIXTURESUCHASXYPEXADMIXC1NF(OR EUIVALENT)BEIMPLEMENTEDTOACHIEVEAHIGHERLEVELPROTECTIONAND CONCRETEWATERTIGHTNESS.
ENSUREALLPILESARECLEAROFANYPERCHEDWATERORGROUNDWATERBEFORE CAGESANDCONCRETEISPLACED.IFSEASONALGROUNDWATERISENCOUNTERED DURINGTHEDRILLINGOFPILESBOTENGINEERINGISTOBEINFORMEDAND ADDITIONALDESIGNREUIREMENTSTOELEVATETHEADVERSEIMPACTFROMTHE WATERATTHEBASEISTOBEREUESTED.
ADDITIONALNOTES
THECONTRACTORBUILDERANDALLCONSULTANTSARERESPONSIBLEFOR MAINTAININGTHESTRUCTUREANDANYADACENTSTRUCTURESINASAFEAND STABLECONDITIONATALLTIMESDURINGCONSTRUCTION.
ATALLTIMESDURINGCONSTRUCTIONTHECONTRACTORBUILDERSHALLBE RESPONSIBLEFORENSURINGTHATNOPARTOFTHESTRUCTUREORSURROUNDING STRUCTURESISOVERLOADEDUNDERTHEPROPOSEDCONSTRUCTIONACTIVITIES.
BOTENGINEERINGHASBEENENGAGEDTOPROVIDEDCRETENTIONANDASSUCH THEDOCUMENTEDDESIGNISFORTHEPERMANENTCONDITIONSUITABLEFORTHE INTENDEDCOMMERCIALOCCUPANCYUSEONLY.
BOTHASRELIEDONTHESERVICESDRAWINGSPROVIDEDPROVACSERVICE LOCATIONSSITEREPORTISSUED2.2.222.HOWEVERALLSERVICELOCATIONSAND THEIRCONFIGURATIONISTOBECONFIRMEDBYTHECONTRACTORBUILDERONSITE BEFOREANCHORSAREINSTALLED.
RETENTION
REFERTODRAWINGSERIESS11S1
CONSTRUCTIONNOTES
BOTENGINEERINGDRAWINGSSHALLNOTBESCALED. RL'SOFALLEXISTINGADOININGOWNERSFOOTINGSANDFOUNDATIONSARETOBE CONFIRMEDONSITEPRIORTOCOMMENCINGPILINGWORKSIFWITHINTHEANGLE OFREPOSEFROMBASEMENTLEVEL.
THECONTRACTORBUILDERISTOENSURETHECONSTRUCTIONOFTHERETENTION SOLUTIONDOESNOTUNDERMINEEXISTINGADOININGOWNERSFOUNDATIONS ANDSTRUCTURES.
ARCHITECTURALDRAWINGSSHOULDBEUSEDFORSETOUTOFGRIDLINESPILES ANDOTHERSTRUCTURALELEMENTS.BOTENGINEERINGDESIGNDRAWINGSARE NOTTOBEUSEDFORSETOUTORSURVEYINGPURPOSESATANYMOMENT. LOCATIONANDLEVELSOFANYEXISTINGSERVICESARETOBEPROVIDEDTOBOT ENGINEERINGBEFORECONSTRUCTIONCOMMENCESONSITE.ANYSERVICES SHOWNONBOTENGINEERINGDRAWINGSARESHOWNINDICATIVELYONLYANDTHE EXACTLOCATIONSANDINVERTLEVELSARETOBECONFIRMEDBYTHECONTRACTOR ONSITEPRIORTOTHECOMMENCEMENTOFWORK.
BOTENGINEERINGDRAWINGSSHALLBEREADINCONUNCTIONWITHALLSERVICES (HYDRAULICSERVICES).
IFTHECONSTRUCTIONOFTHEGROUNDFLOORSLABISNOTCOMPLETEDWITHIN3
ANCHOR SCHEDULE
REFERTOPLANFORCAPPING BEAMREINFORCEMENTANDSIZE
REFERTOSHOTCRETEWALLSCHEDULE FORREINFORCEMENTANDSIZE
REFERTOSCHEDULEFORSHOTCRETE
SCALE1:30
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PROVIDE200MMWIDECLEARANCEIF ANCHORSARETOBEINSTALLED
COGLONGITUDINAL REINFORCEMENTANDCONTINUE LIGSATTHISLOCATION
REFERTOPILEANDCAPPING BEAMSCHEDULEFOR REINFORCEMENTDETAILS 300mmMINCOGLENGTH TYPICALPILETOCAPPINGBEAMTERMINATION TERMINATIONDETAIL(COGGED)
SCALE1:20
NOTE: BARSTOCOG300mmMIN
TYPICALSOLDIERPIER/WALLDETAIL
BREAKOUTFACEOFSOLDIER ANDGROUT(f'c=40MPaMIN.) TOENSUREFULLBEARINGCONTACT
30030032PL. SLOTTEDFORCHS8CFW (E48xx)TOCHS
BEARINGBLOCK,BARRELS, WEDGESETC. REFERTOANCHORAGE SUB-CONTRACTOR
6N12LIGATURESAT100 CTRS.CENTRALTOANCHOR NEATHOLECORED THROUGHSOLDIER
TYPICALANCHORBLOCKDETAIL
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