Post on 10-Feb-2022
Attachment 1 Blacktown Local Planning Panel Report: DA-19-00892
Page 1 of 3
Location plan and aerial photo
excavatesite700mmapproxtoRL50.45tocreatelevelbuildingplatformextentofbattertobesitedetermined
FFL50.75
FFL50.75
FFL50.665
FFL50.665
FFL49.75
FFL49.75
OpenSpace122m2
OpenSpace122m2
DP DP
DP
DPDP
DP
DP DP DPDP
M-BOX
M-BOXInstantHWS
InstantHWS
stepdown85mm
stepdown1000mm
stepdown1000mm
stepdown85mm
FILLCUT
N
SE
W
scale1:200
SITEPLAN
LOCATIONOFNEWDOWNPIPESSHOWNARESUBJECTTOVERIFICATIONBYTHEBUILDERDURINGCONSTRUCTION.DOWNPIPES,SURFACEINLETS&KERBOUTLETLOCATIONSMAYVARYPROVIDINGTHEINTENTOFTHESTORMWATERDESIGNISMAINTAINED.
#ANYEXISTINGSTREETTREEANDVERGEPLANTINGTOBEPROTECTEDDURINGCONSTRUCTION
- SITELEVELSSHOWNAREAPPROXIMATEONLYANDSUBJECTTOSITECONDITIONS- FINALFINISHEDFLOORLEVELSTOBEDETERMINEDONSITEBYBUILDER
NOTE:
date revisionissue
client
project
scale drawingtitle
date drawingno. issue
GENERALNOTES- Donotscaleofthedrawingsunlessotherwisestatedaswrittendimensionswilltakepreferenceoverscaling-AlldimensionsandlevelsaretobecheckedandverifiedbytheCONTRACTORonsitebeforethecommencementofanyworks,alldimensionsandlevelsaresubjecttofinalsurveyandset-out.Discrepanciestobereportedtothedesignerpriortocommencementofanyworks-WhereEngineersdrawingsarerequiredsuchmusttakepreferenceoverthissetofdrawings- AllworktobecarriedoutinaccordancewiththeBuildingCodeofAustralia,allLocalandStateGovernmentOrdinances,relevantAustralianStandards,ElectricityandWaterAuthoritiesRegulationsandallotherrelevantAuthoritiesconcerned.
SITEPLAN1:200
ABCD
issue
drawn
J.S
PROPOSEDNEWDWELLINGS
PRELIMINARYPLANSCDCSUBMISSIONCLIENTVARIATIONSDASUBMISSION
1/11
jobno.
KERB
&G
UTTE
RROLL
TOP
LAHOR
ESTR
EET
Lot228635m²
VACANT
RL48.725AHD
BENCHMARKSSM197309
227DP1218226
APP
ROXIMATE
POSITIONOFSYD
NEY
WATE
RSEW
ER
RESTRICTIONSONTHEUSEOFLANDAFFECTINGTHISLAND.
(DP1218226)
EASEMENTS/RESTRICTIONS/COVENANTS
DP1218226
15146°33'25
"
42.33236°33'15"
1532
6°34'05"
42.3356°33'15"
48.68TK
48.73TK
48.69TK
IL48.55KERBOUTLET
48.57TK
48.44TK
48.492mTREE
48.64LIGHTPOLE
48.55
48.68
48.81
48.84
49.00
WM
WM48.90
48.78SIGN
48.662mTREE
48.84
48.90
49.70
49.85
49.84
49.77
49.60
48.66
48.82
50.07
50.19
50.20
50.21
50.1950.55
50.59
50.59
50.51
50.43
50.89
50.98
50.99
50.95
50.9451.36
51.38
51.54
51.54
51.37
51.80
52.05
52.11PIT
51.95
51.90
51.84
VACANT
229DP1218226
233DP1218226
232DP1218226
234DP1218226
52
52
51
51
50
50
49
49
1.755
m
1.755
m
5.00m
7.10m
7.10m
13.69m
step
down
175m
m
step
down
175m
m
cut650
cut700
cut700
cut750
cut200
cut150
fill200
fill250
S.E.B
S.E.B
S.E.B
S.E.B
S.E.B
RETWALL RETWALL
RETWALLRETWALL
REW377
LOT228DP121822622LAHORESTREETRIVERSTONE
07/05/1920/05/1913/06/1919/06/19
HSMITH,E&JHUSKING
A/Cunit
A/Cunit
ALLFINSIHEDFLOORLEVELSTOBE±0.15mASSHOWN
ProposedUnit1
ProposedUnit2
streetsignrelocatedbyclient
ColourOnConcreteDriveway
ColourOnConcreteDriveway
3.00m
3.00m
concretecrossoveraspercouncilspecsperpendiculartokerb
concretecrossoveraspercouncilspecsperpendiculartokerb
selectedretainingwallsupplied&installedbyclientextenttobesitedetermined
selectedretainingwallsupplied&installedbyclientextenttobesitedetermined
letterboxasperAusPostspecs
3000litreRainwatertankasperbasixoverflowtostreet
3000litreRainwatertankasperbasixoverflowtostreet
TOTALBUILDAREA 456.4m2
DEVELOPMENTCALCULATIONS
groundfloor:
firstfloor:
garage:
porch:
alfresco:
balcony:
groundfloor:
firstfloor:
garage:
porch:
alfresco:
balcony:
ItemisedFloorAreas:
ItemisedFloorAreas:
Totals:
Totals:
totalfloorarea:
totalfloorarea:
PROPOSEDUNIT 1-sitearea:317.5m2
PROPOSEDUNIT 2-sitearea:317.5m2
91.9
102.6
19.9
1.9
14.9
N/A
88.9
99.6
19.9
1.9
14.9
N/A
122m2-38%
130m2-40%
111.8m2-35%
102.6m2-32%
122m2-38%
130m2-40%
108.8m2-34%
99.6m2-31%
231.2m2
225.2m2
privateopenspace
landscapearea
sitecoverage-groundfloormax60%
-firstfloormax40%
privateopenspace
landscapearea
sitecoverage-groundfloormax60%
-firstfloormax40%
D.19-06-19
Certificate no.:Assessor Name:Accreditation no.:Certificate date:
www.nathers.gov.au
Dwelling Address:
MJ/m2
0003856663Jamie BonnefinVIC/BDAV/17/18077.613 May 2019
54.3
1, 22 Lahore StreetRiverstone, NSW2765
Certificate no.:Assessor Name:Accreditation no.:Certificate date:
www.nathers.gov.au
Dwelling Address:
MJ/m2
0003856689-02Jamie BonnefinVIC/BDAV/17/18076.413 May 2019
80.1
2, 22 Lahore StreetRiverstone, NSW2765
Attachment 2
Blacktown Local Planning Panel Report: DA-19-00892
PROTECTIONOFFIRSTFLOOROPENABLEWINDOWS-ASPERBCACLAUSE3.9.2.5-SLIDINGWINDOWSTOHAVEALOCKINGOPTIONATAMAXIMUMOPENINGOF125mm-AWNINGWINDOWSWINDERSRESTRICTEDTO125mm
BASIXSPECS
client
project
scale drawingtitle
date drawingno. issue
1:100GENERALNOTES-Donotscaleofthedrawingsunlessotherwisestatedaswrittendimensionswilltakepreferenceoverscaling-AlldimensionsandlevelsaretobecheckedandverifiedbytheCONTRACTORonsitebeforethecommencementofanyworks,alldimensionsandlevelsaresubjecttofinalsurveyandset-out.Discrepanciestobereportedtothedesignerpriortocommencementofanyworks-WhereEngineersdrawingsarerequiredsuchmusttakepreferenceoverthissetofdrawings-AllworktobecarriedoutinaccordancewiththeBuildingCodeofAustralia,allLocalandStateGovernmentOrdinances,relevantAustralianStandards,ElectricityandWaterAuthoritiesRegulationsandallotherrelevantAuthoritiesconcerned.
ELEVATIONS
drawn
J.S
PROPOSEDNEWDWELLINGS
4/11
jobno.
3590
2440
REW377
LOT228DP121822622LAHORESTREETRIVERSTONE
HSMITH,E&JHUSKING
EXTERNALWALLNOTE:QTECOSERIESEXTERIORWALLPANELSYSTEMUSEDWITHREBATEDCONCRETESLAB.REFERTOMANUFACTURERSPECIFICATIONSATwww.efbs.com.auORPHONE1300782399
selectedretainingwallsupplied&installedbyclientextenttobesitedetermined
1000
OBSCURE
scale1:100
SOUTHWESTELEVATION
scale1:100
NORTHEASTELEVATION
selectedcolorbondroofing
selectedcolorbondroofing
selectedcolorbondroofing
selectedcladdingwithpaintfinish
selectedaluminiumwindows
automaticpanel-liftgaragedoor
colorbondfascia&gutter
colorbondfascia&gutter
525 525
450 450
50mmNRGGreenboard™polystyreneaspermanuf'sspec's
150x50mmNRGGreenboard™polystyreneaspermanuf'sspec's
QTEcoSerieswallpanelsystemcementrenderfinish
QTEcoSerieswallpanelsystem
cementrenderfinish
selectedaluminiumwindows
selectedaluminiumdoors
timberpergola
2590
2440
D.19-06-19
22.5°
22.5°
Certificate no.:Assessor Name:Accreditation no.:Certificate date:
www.nathers.gov.au
Dwelling Address:
MJ/m2
0003856663Jamie BonnefinVIC/BDAV/17/18077.613 May 2019
54.3
1, 22 Lahore StreetRiverstone, NSW2765
Certificate no.:Assessor Name:Accreditation no.:Certificate date:
www.nathers.gov.au
Dwelling Address:
MJ/m2
0003856689-02Jamie BonnefinVIC/BDAV/17/18076.413 May 2019
80.1
2, 22 Lahore StreetRiverstone, NSW2765
BASIXProjectCommitmentsProposed: DualOccupancy
22LahoreStreet,RiverstoneAddress:LotNo/DP: 228/1218226
Water(Alldwellings)Fixtures SpecificationShowerheadratingToiletrating 4starKitchentapsrating 3starBathroomtapsrating 3star
Alternativewaterdetails3000LeachRainwatertanksize
Connectedto: Gardenandlawnareas YesYesAlltoilets
Laundry No
ThermalComfortExternalwalls Requirements
InternalwallsNoinsulationCavitywall,directfixplasterboard
CeilingR3.5bulkinsulationNoBulkinsulation
Externalceiling- PlasterboardInternalceiling- Timberaboveplasterboard
Roof
FloorsNoinsulation
Suspendedtimber Noinsulation
Windows
SiteOrientationofnominalnorthelevation Asshownonplans
Energy(AllDwellings)Hotwater Specification RatingIndividualsystem 5star
VentilationBathroomexhaust
ControlswitchKitchenexhaust
ControlswitchLaundry
Controlswitch
CoolingEER2.5-3.0EER2.5-3.0
Individualsystems-livingareasIndividualsystems-bedroomareas
HeatingEER<2.5EER2.5-3.0
Individualsystems-livingareasIndividualsystems-bedroomareas
Appliances
YesCooktop/ovenVentilatedfridgespacePrivateoutdoorclothesdryingline Yes
AL-025-04A
Singleglazed,Awning,4Clr,U-Value5.8,SHGC0.65
Singleglazed,SlidingDoor,4Clr,U-Value6.1,SHGC0.72Singleglazed,SlidingWindow,4Clr,U-Value6.1,SHGC0.72Singleglazed,FixedliteWindow,4Clr,U-Value5.7,SHGC0.75
Gascooktop&electricoven
Individualfan,notducted
N/ANaturalventilationonlyManualswitchon/offIndividualfan,notductedManualswitchon/off
3-phaseairconditioning3-phaseairconditioning
3-phaseairconditioning3-phaseairconditioning
3star(>4.5but<=6L/min)
Corrugatediron MediumColour(solarabsorptance0.475-0.7)AnticonBlanketHPR1.4(Bulk+Foil,ReflectiveSideDown,Anti-glareup)
AL-003-04A
Gasinstantaneous
Mediumcolour,R2.4BulkInsulationMediumcolour,R2.4BulkInsulation
Concreteblock,lined
AL-012-04A
AL-001-04A
Concreteslabonground
Weatherboard
M-BOX
M-BOX
steppededgebeamstocontrolfillasperengineersdetailsextenttobesitedetermined
steppededgebeamstocontrolfillasperengineersdetailsextenttobesitedetermined
PROTECTIONOFFIRSTFLOOROPENABLEWINDOWS-ASPERBCACLAUSE3.9.2.5-SLIDINGWINDOWSTOHAVEALOCKINGOPTIONATAMAXIMUMOPENINGOF125mm-AWNINGWINDOWSWINDERSRESTRICTEDTO125mm
client
project
scale drawingtitle
date drawingno. issue
1:100GENERALNOTES-Donotscaleofthedrawingsunlessotherwisestatedaswrittendimensionswilltakepreferenceoverscaling-AlldimensionsandlevelsaretobecheckedandverifiedbytheCONTRACTORonsitebeforethecommencementofanyworks,alldimensionsandlevelsaresubjecttofinalsurveyandset-out.Discrepanciestobereportedtothedesignerpriortocommencementofanyworks-WhereEngineersdrawingsarerequiredsuchmusttakepreferenceoverthissetofdrawings-AllworktobecarriedoutinaccordancewiththeBuildingCodeofAustralia,allLocalandStateGovernmentOrdinances,relevantAustralianStandards,ElectricityandWaterAuthoritiesRegulationsandallotherrelevantAuthoritiesconcerned.
ELEVATIONS
drawn
J.S
PROPOSEDNEWDWELLINGS
5/11
jobno.
REW377
LOT228DP121822622LAHORESTREETRIVERSTONE
HSMITH,E&JHUSKING
350x350mmtimberframedcladdedcolumn
350x350mmtimberframedcladdedcolumn
3000litreRainwatertankasperbasixoverflowtostreet
3000litreRainwatertankasperbasixoverflowtostreet
EXTERNALWALLNOTE:QTECOSERIESEXTERIORWALLPANELSYSTEMUSEDWITHREBATEDCONCRETESLAB.REFERTOMANUFACTURERSPECIFICATIONSATwww.efbs.com.auORPHONE1300782399
1000
1000
OBSCURE
OBSCURE
OBSCURE
OBSCURE
scale1:100
SOUTHEASTELEVATION
scale1:100
NORTHWESTELEVATION
stepstosuitfinishedground
stepstosuitfinishedground
selectedcolorbondroofing
selectedcolorbondroofing
selectedcladdingwithpaintfinish
selectedcladdingwithpaintfinish
colorbondfascia&gutter
colorbondfascia&gutter
150x50mmNRGGreenboard™polystyreneaspermanuf'sspec's
150x50mmNRGGreenboard™polystyreneaspermanuf'sspec's
timberpergola
450
450
450
450450
450
timberpergola
QTEcoSerieswallpanelsystem
cementrenderfinish
QTEcoSerieswallpanelsystem
cementrenderfinish
selectedaluminiumwindows
selectedaluminiumwindows
selectedaluminiumwindows
selectedaluminiumwindows
180mmframedtimberparapet
50mmNRGGreenboard™polystyreneaspermanuf'sspec's
2590
2440
3590
2440
2590
2440
2440
3590
D.19-06-19
22.5°
22.5°
Certificate no.:Assessor Name:Accreditation no.:Certificate date:
www.nathers.gov.au
Dwelling Address:
MJ/m2
0003856663Jamie BonnefinVIC/BDAV/17/18077.613 May 2019
54.3
1, 22 Lahore StreetRiverstone, NSW2765
Certificate no.:Assessor Name:Accreditation no.:Certificate date:
www.nathers.gov.au
Dwelling Address:
MJ/m2
0003856689-02Jamie BonnefinVIC/BDAV/17/18076.413 May 2019
80.1
2, 22 Lahore StreetRiverstone, NSW2765
CONSTRUCTIONNOTES-AllworktobecarriedoutinaccordancewiththeBuildingCodeofAustralia,allLocalandStateGovernmentOrdinances,relevantAustralianStandards,ElectricityandWaterAuthoritiesRegulationsandallotherrelevantAuthoritiesconcerned.-AllstructuralworkandsitedrainagetobesubjecttotheEngineersdetailsorcertificationwhererequiredbyCouncil.Thisshallincluder.cslabandfootings,r.candsteelbeamsandcolumns,windbracingtoAS1170andAS4055,anchorrodsorbolts,tiedowns,fixingsetc..drivewayslabanddrainagetoCouncil'ssatisfaction-Smokealarmsaretobemainselectrical&batterybackupasperAS3786&AS/NZS3000:2000-MasonrywallsshallbeinaccordancewithAS3700Masonrycode-AlltimberframesinaccordancewithAS1684NationalTimberFramingCode-GlazingselectedandinstalledinaccordancewithAS1288-StairandhandrailstocomplywithAS1288&withBCA3.9.1,3.9.2.3,3.9.1.3&3.9.1.4.-SitepreparationforFootings,Services,Drainage&InstallationofTermiteBarriersinaccordancewith:AS/NZS3500.3.2(StormWaterDrainage)&AS3660.1(TermiteProtectionofBuildingsfromSubterraneanTermites)-WaterproofingofwetareasinaccordancewithAS3740
PROTECTIONOFFIRSTFLOOROPENABLEWINDOWS-ASPERBCACLAUSE3.9.2.5-SLIDINGWINDOWSTOHAVEALOCKINGOPTIONATAMAXIMUMOPENINGOF125mm-AWNINGWINDOWSWINDERSRESTRICTEDTO125mm
client
project
scale drawingtitle
date drawingno. issue
1:100GENERALNOTES-Donotscaleofthedrawingsunlessotherwisestatedaswrittendimensionswilltakepreferenceoverscaling-AlldimensionsandlevelsaretobecheckedandverifiedbytheCONTRACTORonsitebeforethecommencementofanyworks,alldimensionsandlevelsaresubjecttofinalsurveyandset-out.Discrepanciestobereportedtothedesignerpriortocommencementofanyworks-WhereEngineersdrawingsarerequiredsuchmusttakepreferenceoverthissetofdrawings-AllworktobecarriedoutinaccordancewiththeBuildingCodeofAustralia,allLocalandStateGovernmentOrdinances,relevantAustralianStandards,ElectricityandWaterAuthoritiesRegulationsandallotherrelevantAuthoritiesconcerned.
SECTION
drawn
J.S
PROPOSEDNEWDWELLINGS
6/11
jobno.
REW377
LOT228DP121822622LAHORESTREETRIVERSTONE
HSMITH,E&JHUSKING
EXTERNALWALLNOTE:QTECOSERIESEXTERIORWALLPANELSYSTEMUSEDWITHREBATEDCONCRETESLAB.REFERTOMANUFACTURERSPECIFICATIONSATwww.efbs.com.auORPHONE1300782399
scale1:100
CROSSSECTION
QTEcoSerieswallpanelsystemcementrenderfinish
reinforcedconcreteslabtoengineersdetails
termiteprotectionunderslabtoaustralianstandards
colourbondfascia&gutter
colourbondfascia&gutter
ceilinginsulationasperBasix
selectedcolorbondroofing
timberroofstructuretomanufacturersdetails
fcsheetingtoeaves
floorframingasperframeco'details
wallinsulationasperBasix
2590
2440
450
partywallaspermanuf'sspecs
D.19-06-19
22.5°
Certificate no.:Assessor Name:Accreditation no.:Certificate date:
www.nathers.gov.au
Dwelling Address:
MJ/m2
0003856663Jamie BonnefinVIC/BDAV/17/18077.613 May 2019
54.3
1, 22 Lahore StreetRiverstone, NSW2765
Certificate no.:Assessor Name:Accreditation no.:Certificate date:
www.nathers.gov.au
Dwelling Address:
MJ/m2
0003856689-02Jamie BonnefinVIC/BDAV/17/18076.413 May 2019
80.1
2, 22 Lahore StreetRiverstone, NSW2765
FFL50.75
FFL50.75
FFL50.665
FFL50.665
FFL49.75
FFL49.75
DP DP
DP
DPDP
DP
DP DP DPDP
M-BOX
M-BOX
InstantHWS
N
SE
W
client
project
scale drawingtitle
date drawingno. issue
GENERALNOTES-Donotscaleofthedrawingsunlessotherwisestatedaswrittendimensionswilltakepreferenceoverscaling-AlldimensionsandlevelsaretobecheckedandverifiedbytheCONTRACTORonsitebeforethecommencementofanyworks,alldimensionsandlevelsaresubjecttofinalsurveyandset-out.Discrepanciestobereportedtothedesignerpriortocommencementofanyworks-WhereEngineersdrawingsarerequiredsuchmusttakepreferenceoverthissetofdrawings-AllworktobecarriedoutinaccordancewiththeBuildingCodeofAustralia,allLocalandStateGovernmentOrdinances,relevantAustralianStandards,ElectricityandWaterAuthoritiesRegulationsandallotherrelevantAuthorities.
STORMWATERCONCEPT1:200
drawn
J.S
scale1:200
STORMWATERCONCEPT PROPOSEDNEWDWELLINGS
7/11
jobno.
Ø100upvc@1%min
Ø100upvc@1%min
Ø100upvc@1%min
Ø100upvc@1%min
#ANYEXISTINGSTREETTREEANDVERGEPLANTINGTOBEPROTECTEDDURINGCONSTRUCTION
-ANYFORMSOFRETAININGWALLREQUIREDTOBESUPPLIEDANDINSTALLEDBYCLIENT-EXTENTSTOBESITEDETERMINED.-EXCESSSOILREMOVEDBYCLIENT
-SITELEVELSSHOWNAREAPPROXIMATEONLYANDSUBJECTTOSITECONDITIONS-FINALFINISHEDFLOORLEVELSTOBEDETERMINEDONSITEBYBUILDER
NOTE:
LOCATIONOFNEWDOWNPIPESSHOWNARESUBJECTTOVERIFICATIONBYTHEBUILDERDURINGCONSTRUCTION.DOWNPIPES,SURFACEINLETS&KERBOUTLETLOCATIONSMAYVARYPROVIDINGCOMPLIANCEWITHAS/NZS3500.3:2015ISMAINTAINED.
Rainwatertankoverflowline
Roofwatertotankline
rainwatertankoverflowtokerboutletaspercouncilspecifications
rainwatertankoverflowtokerboutletaspercouncilspecifications
KERB
&G
UTTE
RROLL
TOP
LAHOR
ESTR
EET
VACANT
227DP1218226
15146°33'25
"
42.33236°33'15"
1532
6°34'05"
42.3356°33'15"
KERBOUTLET
2mTREE
LIGHTPOLE
WM
WM
SIGN
2mTREE
PIT
VACANT
229DP1218226
233DP1218226
232DP1218226
234DP1218226
52
52
51
51
50
50
49
49
1.755
m
1.755
m
5.00m
7.10m
7.10m
13.69m
REW377
LOT228DP121822622LAHORESTREETRIVERSTONE
HSMITH,E&JHUSKING
ALLFINSIHEDFLOORLEVELSTOBE±0.15mASSHOWN
ProposedUnit1
ProposedUnit2
3000litreRainwatertankasperbasixoverflowtostreet
3000litreRainwatertankasperbasixoverflowtostreet
D.19-06-19
Certificate no.:Assessor Name:Accreditation no.:Certificate date:
www.nathers.gov.au
Dwelling Address:
MJ/m2
0003856663Jamie BonnefinVIC/BDAV/17/18077.613 May 2019
54.3
1, 22 Lahore StreetRiverstone, NSW2765
Certificate no.:Assessor Name:Accreditation no.:Certificate date:
www.nathers.gov.au
Dwelling Address:
MJ/m2
0003856689-02Jamie BonnefinVIC/BDAV/17/18076.413 May 2019
80.1
2, 22 Lahore StreetRiverstone, NSW2765
FFL50.75
FFL50.75
FFL50.665
FFL50.665
FFL49.75
FFL49.75
DP DP
DP
DPDP
DP
DP DP DPDP
M-BOX
M-BOXInstantHWS
InstantHWS
N
SE
W
client
project
scale drawingtitle
date drawingno. issue
1:200GENERALNOTES-Donotscaleofthedrawingsunlessotherwisestatedaswrittendimensionswilltakepreferenceoverscaling-AlldimensionsandlevelsaretobecheckedandverifiedbytheCONTRACTORonsitebeforethecommencementofanyworks,alldimensionsandlevelsaresubjecttofinalsurveyandset-out.Discrepanciestobereportedtothedesignerpriortocommencementofanyworks-WhereEngineersdrawingsarerequiredsuchmusttakepreferenceoverthissetofdrawings-AllworktobecarriedoutinaccordancewiththeBuildingCodeofAustralia,allLocalandStateGovernmentOrdinances,relevantAustralianStandards,ElectricityandWaterAuthoritiesRegulationsandallotherrelevantAuthoritiesconcerned.
drawn
J.S
LANDSCAPEPLANPROPOSEDNEWDWELLINGS
Excavate/gradeallareastobeturfedto120mmbelowrequiredfinishedlevels.
Donotexcavatewithin1500mmofthetrunkofanyexistingtreetoberetained.
Ensurethatallsurfacewaterrunoffisdirectedtowardstheinletpits,kerbsetc..andaway
Turf
frombuildings.Ripthesubgradeto150mm.Install100mmdepthofimportedtopsoil.
Layturfrollscloselybutted.Fillanysmallgapswithtopsoil.Waterthoroughly.
gardenedging
Decorativegravelmulch
levels.Riptoafurtherdepthof150mm.Supplyandinstall300mmsoilmix.
Ensurethatthemassplantingareashavebeenexcavatedto300belowfinished
Plantingareas
LEGEND
Binslocation
DryingArea
selectedretainingwalls
1800mmfencing
scale1:200
LANDSCAPEPLAN
Groundpreparation
Grassedarea:turfusingimportedtopsoil
Turfspeciesasindicatedonlandscape
Finishturfflushwithsurrounding
Selectededging
Selectededging
Cultivatesubbase150mm
100mmdepthtopsoilmix
edges
plan
15-45litreTreeplanting
:Referplan
Plantingmix
Twistedonceandstapled1No50mmwideNylonTie
Adjoiningtreatment
tostake
Fertiliseplant
38x38x1800mmlongInstalledvertically
1NoHardwoodstake
Ripsubgradeto150mmdepth
75mmdepthmulchFormshallowdishtotreebaseTreebase
Plantingingardenbeds
Cultivatesubgradeto150mm
Excavateplantinghole100mmdeeper&200mmwiderthanrootball
Dishmulchtobaseofplant
InstallplantflushwithexistinglevelBackfillholewithcultivatedplantingareamix
PlantingareausingimportedtopsoilGroundpreparation
Importedtopsoilmixwithcompost
CultivatedorrippedsubbaseTimberedging
andfertilizer
Mulch
150
7515
075
8/11
jobno.
CONCEPTUALLANDSCAPEPLANFORCOUNCIL&DEVELOPERAPPROVALONLY.NOTFORCONSTRUCTION.-SOMEITEMSMAYBEREQUIREDTOBESUPPLIED&INSTALLEDBYCLIENT-REFERTOTENDER&CONTRACTFORCONFIRMATION
NOTE:
#ANYEXISTINGSTREETTREEANDVERGEPLANTINGTOBEPROTECTEDDURINGCONSTRUCTION
KERB
&G
UTTE
RROLL
TOP
LAHOR
ESTR
EET
2mTREE
LIGHTPOLE
WM
WM
SIGN
cut200
S.E.B
S.E.B
S.E.B
S.E.B
S.E.B
RETWALL RETWALL
RETWALLRETWALL
REW377
LOT228DP121822622LAHORESTREETRIVERSTONE
HSMITH,E&JHUSKING
A/Cunit
A/Cunit
ProposedUnit1
ProposedUnit2
streetsignrelocatedbyclient
ColourOnConcreteDriveway
ColourOnConcreteDriveway
3.00m
3.00m
concretecrossoveraspercouncilspecsperpendiculartokerb
concretecrossoveraspercouncilspecsperpendiculartokerb
selectedretainingwallsupplied&installedbyclientextenttobesitedetermined
selectedretainingwallsupplied&installedbyclientextenttobesitedetermined
letterboxasperAusPostspecs
letterboxasperAusPostspecs
3000litreRainwatertankasperbasixoverflowtostreet
3000litreRainwatertankasperbasixoverflowtostreet
ANYFORMSOFRETAININGWALLREQUIREDTOBESUPPLIEDANDINSTALLEDBYCLIENT-EXTENTSTOBESITEDETERMINED.
ALLFENCINGSUPPLIEDANDINSTALLEDBYCLIENT
ALLPLANTINGTOBESUPPLIEDANDINSTALLEDBYCLIENT
Lot2
Lot1
DRIVEWAY
CROSSOVER
PATHS
GRAVEL
TURF
NATURESTRIP
GARDENAREAS
DRIVEWAY
CROSSOVER
PATHS
GRAVEL
TURF
NATURESTRIP
GARDENAREAS
24.4
10.0
n/a
39.5
111.2
14.8
16.5
24.4
10.0
n/a
39.5
108.2
14.8
16.5
1800mmhighbo
unda
ryfe
nceby
client
1800mmhighboundaryfencebyclient
1800mmhighboundaryfencebyclient
1800mmhighboundaryfencebyclient
selectedclothesline
selectedclothesline
TURF
TURF
TURF
D.19-06-19
Certificate no.:Assessor Name:Accreditation no.:Certificate date:
www.nathers.gov.au
Dwelling Address:
MJ/m2
0003856663Jamie BonnefinVIC/BDAV/17/18077.613 May 2019
54.3
1, 22 Lahore StreetRiverstone, NSW2765
Certificate no.:Assessor Name:Accreditation no.:Certificate date:
www.nathers.gov.au
Dwelling Address:
MJ/m2
0003856689-02Jamie BonnefinVIC/BDAV/17/18076.413 May 2019
80.1
2, 22 Lahore StreetRiverstone, NSW2765
50mmaggregateorsimilarforvehicleaccess
50mmaggregateorsimilarforvehicleaccess
chemicaltoilet
materialstockpileareas
allweatherallaccessgraveldrivewayduringconstruction
allweatherallaccessgraveldrivewayduringconstruction
wastestockpiles&materialsortingarea
storagerecyclingbinsforsegregatedwaste
siltfenceforerosion&sedimentationcontroltocouncilssatisfaction
excavatesite700mmapproxtoRL50.45tocreatelevelbuildingplatformextentofbattertobesitedetermined
FFL50.75
FFL50.75
FFL50.665
FFL50.665
FFL49.75
FFL49.75
DP DP
DP
DPDP
DP
DP DP DPDP
M-BOX
M-BOXInstantHWS
InstantHWS
stepdown85mm
stepdown1000mm
stepdown1000mm
stepdown85mm
FILLCUT
N
SE
W
client
project
scale drawingtitle
date drawingno. issue
GENERALNOTES-Donotscaleofthedrawingsunlessotherwisestatedaswrittendimensionswilltakepreferenceoverscaling-AlldimensionsandlevelsaretobecheckedandverifiedbytheCONTRACTORonsitebeforethecommencementofanyworks,alldimensionsandlevelsaresubjecttofinalsurveyandset-out.Discrepanciestobereportedtothedesignerpriortocommencementofanyworks-WhereEngineersdrawingsarerequiredsuchmusttakepreferenceoverthissetofdrawings-AllworktobecarriedoutinaccordancewiththeBuildingCodeofAustralia,allLocalandStateGovernmentOrdinances,relevantAustralianStandards,ElectricityandWaterAuthoritiesRegulationsandallotherrelevantAuthorities.
SITEMNAGEMENT1:200
drawn
J.S
#ANYEXISTINGSTREETTREEANDVERGEPLANTINGTOBEPROTECTEDDURINGCONSTRUCTION
-SITELEVELSSHOWNAREAPPROXIMATEONLYANDSUBJECTTOSITECONDITIONS-FINALFINISHEDFLOORLEVELSTOBEDETERMINEDONSITEBYBUILDER
NOTE:
scale1:200
SITEMANAGEMENTPLAN
SEDIMENTATION/SITECONTROLNOTES-AllErosion&Sedimentationcontrolmeasures,includingrevegetationandstorageofsoilandtopsoilshallbeimplementedtothestandardsoftheSoilConservationOfNSW-AllErosion&Sedimentationcontrolsmeasurestobeinspectedandmaintaineddaily.-RoadsandFootpathstobesweptandkeptcleandaily.-Alldisturbedareastobeminimized.-AllstockpilestobeclearofDrains,Gutters&Footpaths.-DrainagetobeconnectedtoStormwaterassoonaspossible.-Filtershallbeconstructedbystretchingafilterfabric(PropexorApprovedEquivalent)betweenpostat3.0mcentres.Fabricshallbeburied150mmalongit'sloweredge.-2.0mhighchainmeshfencearoundtreepreservationzonestoremainintactuntilallconstructiononsiteiscompleted
DIRECTED TO SEDIMENT TRAPRUNOFF FROM PAD
BERM (0.3mMIN. HIGH)
EXISTINGROADWAY
50-75mmGRAVEL
FABRICR U N O F F
GEOTEXTILE
CONSTRUCTION SITE
0.2m
TEMPORARY CONSTRUCTION EXIT
Min. length 15m
GAP BETWEEN SANBAGS
SANDBAGS OVERLAP
R U N O F F
ACT AS SPILLWAY
ONTO KERB
WITH ENDS OVERLAPPEDTHREE LAYERS OF SANDBAGS
SEDIMENTATION TRAPSANDBAG KERB INLET
BURY APPROXIMATELY 150mm OFMEMBRANE AND TEMP. BACKFILLTO RESTORE PRIOR NATURAL
MEMBRANE TO BE BIDIMU 24 OR APP EQUIVALENT
150
SURFACE LEVEL
50 x 25 x 1000 STAKE
OF MEMBRANE NOT TO BE
OR STAR PICKET
DISTURBED
600
NATURAL SURFACE DOWNHILL
SILT FENCING DETAIL
PROPOSEDNEWDWELLINGS
9/11
jobno.
KERB
&G
UTTE
RROLL
TOP
LAHOR
ESTR
EET
Lot228635m²
VACANT
227DP1218226
DP1218226
15146°33'25
"
42.33236°33'15"
1532
6°34'05"
42.3356°33'15"
2mTREE
LIGHTPOLE
WM
WM
2mTREE
PIT
VACANT
229DP1218226
233DP1218226
232DP1218226
234DP1218226
52
52
51
51
50
50
49
49
1.755
m
1.755
m
5.00m
7.10m
7.10m
13.69m
step
down
175m
m
step
down
175m
m
cut650
cut700
cut700
cut750
cut200
cut150
fill200
fill250
S.E.B
S.E.B
S.E.B
S.E.B
S.E.B
RETWALL RETWALL
RETWALLRETWALL
REW377
LOT228DP121822622LAHORESTREETRIVERSTONE
HSMITH,E&JHUSKING
A/Cunit
A/Cunit
ALLFINSIHEDFLOORLEVELSTOBE±0.15mASSHOWN
ProposedUnit1
ProposedUnit2
selectedretainingwallsupplied&installedbyclientextenttobesitedetermined
selectedretainingwallsupplied&installedbyclientextenttobesitedetermined
D.19-06-19
client
project
scale drawingtitle
date drawingno. issue
NTSGENERALNOTES-Donotscaleofthedrawingsunlessotherwisestatedaswrittendimensionswilltakepreferenceoverscaling-AlldimensionsandlevelsaretobecheckedandverifiedbytheCONTRACTORonsitebeforethecommencementofanyworks,alldimensionsandlevelsaresubjecttofinalsurveyandset-out.Discrepanciestobereportedtothedesignerpriortocommencementofanyworks-WhereEngineersdrawingsarerequiredsuchmusttakepreferenceoverthissetofdrawings-AllworktobecarriedoutinaccordancewiththeBuildingCodeofAustralia,allLocalandStateGovernmentOrdinances,relevantAustralianStandards,ElectricityandWaterAuthoritiesRegulationsandallotherrelevantAuthoritiesconcerned.
HEALTH&SAFETY
drawn
J.S
PROPOSEDNEWDWELLINGS
10/11
jobno.
REW377
LOT228DP121822622LAHORESTREETRIVERSTONE
HSMITH,E&JHUSKING
HEALTH&SAFETY
1.FALLS,SLIPS,TRIPSa)WORKINGATHEIGHTSDURINGCONSTRUCTIONWhereverpossible,componentsforthisbuildingshouldbeprefabricatedoff-siteoratgroundleveltominimisetheriskofworkersfallingmorethantwometres.However,constructionofthisbuildingwillrequireworkerstobeworkingatheightswhereafallinexcessoftwometresispossibleandinjuryislikelytoresultfromsuchafall.Thebuildershouldprovideasuitablebarrierwhereverapersonisrequiredtoworkinasituationwherefallingmorethantwometresisapossibility.DURINGOPERATIONORMAINTENANCEForhousesorotherlow-risebuildingswherescaffoldingisappropriate:Cleaningandmaintenanceofwindows,walls,rooforothercomponentsofthisbuildingwillrequirepersonstobesituatedwhereafallfromaheightinexcessoftwometresispossible.Wherethistypeofactivityisrequired,scaffolding,laddersortrestlesshouldbeusedinaccordancewithrelevantcodesofpractice,regulationsorlegislation.Forbuildingswherescaffold,ladders,trestlesarenotappropriate:Cleaningandmaintenanceofwindows,walls,rooforothercomponentsofthisbuildingwillrequirepersonstobesituatedwhereafallfromaheightinexcessoftwometresispossible.Wherethistypeofactivityisrequired,scaffolding,fallbarriersorPersonalProtectiveEquipment(PPE)shouldbeusedinaccordancewithrelevantcodesofpractice,regulationsorlegislation.
b)SLIPPERYORUNEVENSURFACESFLOORFINISHESSpecifiedIffinisheshavebeenspecifiedbydesigner,thesehavebeenselectedtominimisetheriskoffloorsandpavedareasbecomingslipperywhenwetorwhenwalkedonwithwetshoes/feet.Anychangestothespecifiedfinishshouldbemadeinconsultationwiththedesigneror,ifthisisnotpractical,surfaceswithanequivalentorbetterslipresistanceshouldbechosen.FLOORFINISHESByOwnerIfdesignerhasnotnotbeeninvolvedintheselectionofsurfacefinishes,theownerisresponsiblefortheselectionofsurfacefinishesinthepedestriantrafficableareasofthisbuilding.SurfacesshouldbeselectedinaccordancewithASHB197:1999andAS/NZ4586:2004.STEPS,LOOSEOBJECTSANDUNEVENSURFACESDuetodesignrestrictionsforthisbuilding,stepsand/orrampsareincludedinthebuildingwhichmaybeahazardtoworkerscarryingobjectsorotherwiseoccupied.Stepsshouldbeclearlymarkedwithbothvisualandtactilewarningduringconstruction,maintenance,demolitionandatalltimeswhenthebuildingoperatesasaworkplace.Buildingownersandoccupiersshouldmonitorthepedestrianaccesswaysandinparticularaccesstoareaswheremaintenanceisroutinelycarriedouttoensurethatsurfaceshavenotmovedorcrackedsothattheybecomeunevenandpresentatriphazard.Spills,loosematerial,strayobjectsoranyothermatterthatmaycauseasliportriphazardshouldbecleanedorremovedfromaccessways.Contractorsshouldberequiredtomaintainatidyworksiteduringconstruction,maintenanceordemolitiontoreducetheriskoftripsandfallsintheworkplace.Materialsforconstructionormaintenanceshouldbestoredindesignatedareasawayfromaccesswaysandworkareas.
2.FALLINGOBJECTSLOOSEMATERIALSORSMALLOBJECTSConstruction,maintenanceordemolitionworkonoraroundthisbuildingislikelytoinvolvepersonsworkingabovegroundlevelorabovefloorlevels.Wherethisoccursoneormoreofthefollowingmeasuresshouldbetakentoavoidobjectsfallingfromthearea
wheretheworkisbeingcarriedoutontopersonsbelow.1.Preventorrestrictaccesstoareasbelowwheretheworkisbeingcarriedout.2.Providetoeboardstoscaffoldingorworkplatforms.3.Provideprotectivestructurebelowtheworkarea.4.EnsurethatallpersonsbelowtheworkareahavePersonalProtectiveEquipment(PPE).
BUILDINGCOMPONENTSDuringconstruction,renovationordemolitionofthisbuilding,partsofthestructureincludingfabricatedsteelwork,heavypanelsandmanyothercomponentswillremainstandingpriortooraftersupportingpartsareinplace.Contractorsshouldensurethattemporarybracingorotherrequiredsupportisinplaceatalltimeswhencollapsewhichmayinjurepersonsintheareaisapossibility.
Mechanicalliftingofmaterialsandcomponentsduringconstruction,maintenanceordemolitionpresentsariskoffallingobjects.Contractorsshouldensurethatappropriateliftingdevicesareused,thatloadsareproperlysecuredandthataccesstoareasbelowtheloadispreventedorrestricted.
3.TRAFFICMANAGEMENTForbuildingonamajorroad,narrowroadorsteeplyslopingroad:Parkingofvehiclesorloading/unloadingofvehiclesonthisroadwaymaycauseatraffichazard.Duringconstruction,maintenanceordemolitionofthisbuildingdesignatedparkingforworkersandloadingareasshouldbeprovided.Trainedtrafficmanagementpersonnelshouldberesponsibleforthesupervisionoftheseareas.Forbuildingwhereon-siteloading/unloadingisrestricted:Constructionofthisbuildingwillrequireloadingandunloadingofmaterialsontheroadway.Deliveriesshouldbewellplannedtoavoidcongestionofloadingareasandtrainedtrafficmanagementpersonnelshouldbeusedtosuperviseloading/unloadingareas.Forallbuildings:Busyconstructionanddemolitionsitespresentariskofcollisionwheredeliveriesandothertrafficaremovingwithinthesite.Atrafficmanagementplansupervisedbytrainedtrafficmanagementpersonnelshouldbeadoptedfortheworksite.
4.SERVICES-GENERALRuptureofservicesduringexcavationorotheractivitycreatesavarietyofrisksincludingreleaseofhazardousmaterial.Existingservicesarelocatedonoraroundthissite.Whereknown,theseareidentifiedontheplansbuttheexactlocationandextentofservicesmayvaryfromthatindicated.Servicesshouldbelocatedusinganappropriateservice(suchasDialBeforeYouDig),appropriateexcavationpracticeshouldbeusedand,wherenecessary,specialistcontractorsshouldbeused.Locationswithundergroundpower:UndergroundpowerlinesMAYbelocatedinoraroundthissite.Allundergroundpowerlinesmustbedisconnectedorcarefullylocatedandadequatewarningsignsusedpriortoanyconstruction,maintenanceordemolitioncommencing.Locationswithoverheadpowerlines:OverheadpowerlinesMAYbenearoronthissite.Theseposeariskofelectrocutionifstruckorapproachedbyliftingdevicesorotherplantandpersonsworkingabovegroundlevel.Wherethereisadangerofthisoccurring,powerlinesshouldbe,wherepractical,disconnectedorrelocated.Wherethisisnotpracticaladequatewarningintheformofbrightcolouredtapeorsignageshouldbeusedoraprotectivebarrierprovided.
5.MANUALTASKSComponentswithinthisdesignwithamassinexcessof25kgshouldbeliftedbytwoormoreworkersorbymechanicalliftingdevice.Wherethisisnotpractical,suppliersorfabricatorsshouldberequiredtolimitthecomponentmass.Allmaterialpackaging,buildingandmaintenancecomponents
shouldclearlyshowthetotalmassofpackagesandwherepracticalallitemsshouldbestoredonsiteinawaywhichminimisesbendingbeforelifting.Adviceshouldbeprovidedonsafeliftingmethodsinallareaswhereliftingmayoccur.Construction,maintenanceanddemolitionofthisbuildingwillrequiretheuseofportabletoolsandequipment.Theseshouldbefullymaintainedinaccordancewithmanufacturer’sspecificationsandnotusedwherefaultyor(inthecaseofelectricalequipment)notcarryingacurrentelectricalsafetytag.AllsafetyguardsordevicesshouldberegularlycheckedandPersonalProtectiveEquipmentshouldbeusedinaccordancewithmanufacturer’sspecification.
6.HAZARDOUSSUBSTANCESASBESTOSForalterationstoabuildingconstructedpriorto1990:Ifthisexistingbuildingwasconstructedpriorto:1990-itthereforemaybeasbestos1986-itthereforeislikelytobeasbestoseitherincladdingmaterialorinfireretardantinsulationmaterial.Ineithercase,thebuildershouldcheckand,ifnecessary,takeappropriateactionbeforedemolishing,cutting,sanding,drillingorotherwisedisturbingtheexistingstructure.
POWDEREDMATERIALSManymaterialsusedintheconstructionofthisbuildingcancauseharmifinhaledinpowderedform.Personsworkingonorinthebuildingduringconstruction,operationalmaintenanceordemolitionshouldensuregoodventilationandwearPersonalProtectiveEquipmentincludingprotectionagainstinhalationwhileusingpowderedmaterialorwhensanding,drilling,cuttingorotherwisedisturbingorcreatingpowderedmaterial.
TREATEDTIMBERThedesignofthisbuildingmayincludeprovisionfortheinclusionoftreatedtimberwithinthestructure.Dustorfumesfromthismaterialcanbeharmful.Personsworkingonorinthebuildingduringconstruction,operationalmaintenanceordemolitionshouldensuregoodventilationandwearPersonalProtectiveEquipmentincludingprotectionagainstinhalationofharmfulmaterialwhensanding,drilling,cuttingorusingtreatedtimberinanywaythatmaycauseharmfulmaterialtobereleased.Donotburntreatedtimber.
VOLATILEORGANICCOMPOUNDSManytypesofglue,solvents,spraypacks,paints,varnishesandsomecleaningmaterialsanddisinfectantshavedangerousemissions.Areaswheretheseareusedshouldbekeptwellventilatedwhilethematerialisbeingusedandforaperiodafterinstallation.PersonalProtectiveEquipmentmayalsoberequired.Themanufacturer’srecommendationsforusemustbecarefullyconsideredatalltimes.
SYNTHETICMINERALFIBREFibreglass,rockwool,ceramicandothermaterialusedforthermalorsoundinsulationmaycontainsyntheticmineralfibrewhichmaybeharmfulifinhaledorifitcomesincontactwiththeskin,eyesorothersensitivepartsorthebody.PersonalProtectiveEquipmentincludingprotectionagainstinhalationofharmfulmaterialshouldbeusedwheninstalling,removingorworkingnearbulkinsulationmaterial.
TIMBERFLOORSThisbuildingmaycontaintimberfloorswhichhaveanappliedfinish.Areaswherefinishesareappliedshouldbekeptwellventilatedduringsandingandapplicationandforaperiodafterinstallation.PersonalProtectiveEquipmentmayalsoberequired.Themanufacturer’srecommendationsforusemustbecarefullyconsideredatalltimes.
7.CONFINEDSPACESEXCAVATIONConstructionofthisbuildingandsomemaintenanceonthebuildingwiltrequireexcavationandinstallationofitemswithinexcavations.Wherepractical,installationshouldbecarriedoutusingmethodswhichdonotrequireworkerstoentertheexcavation.Wherethisisnotpractical,adequatesupportfortheexcavatedareashouldbeprovidedtopreventcollapse.Warningsignsandbarrierstopreventaccidentalorunauthorisedaccesstoallexcavationsshouldbeprovided.
ENCLOSEDSPACESForbuildingswithenclosedspaceswheremaintenanceorotheraccessmayberequired:Enclosedspaceswithinthisbuildingmaypresentarisktopersonsenteringforconstruction,maintenanceoranyotherpurpose.Thedesigndocumentationcallsforwarningsignsandbarrierstounauthorisedaccess.Theseshouldbemaintainedthroughoutthelifeofthebuilding.Whereworkersarerequiredtoenterenclosedspaces,airtestingequipmentandPersonalProtectiveEquipmentshouldbeprovided.
SMALLSPACESForbuildingswithsmallspaceswheremaintenanceorotheraccessmayberequired:Somesmallspaceswithinthisbuildingwillrequireaccessbyconstructionormaintenanceworkers.Thedesigndocumentationcallsforwarningsignsandbarrierstounauthorisedaccess.Theseshouldbemaintainedthroughoutthelifeofthebuilding.Whereworkersarerequiredtoentersmallspacestheyshouldbescheduledsothataccessisforshortperiods.Manualliftingandothermanualactivityshouldberestrictedinsmallspaces.
8.PUBLICACCESSPublicaccesstoconstructionanddemolitionsitesandtoareasundermaintenancecausesrisktoworkersandpublic.Warningsignsandsecurebarrierstounauthorisedaccessshouldbeprovided.Whereelectricalinstallations,excavations,plantorloosematerialsarepresenttheyshouldbesecuredwhennotfullysupervised.
9.OPERATIONALUSEOFBUILDINGRESIDENTIALBUILDINGSThisbuildinghasbeendesignedasaresidentialbuilding.Ifit,atalaterdate,itisusedorintendedtobeusedasaworkplace,theprovisionsoftheWorkHealthandSafetyAct2011orsubsequentreplacementActshouldbeappliedtothenewuse.
10.0THERHIGHRISKACTIVITYAllelectricalworkshouldbecarriedoutinaccordancewithCodeofPractice:ManagingElectricalRisksattheWorkplace,AS/NZ301andalllicensingrequirements.AllworkusingPlantshouldbecarriedoutinaccordancewithCodeofPractice:ManagingRisksofPlantattheWorkplace.AllworkshouldbecarriedoutinaccordancCodeofPractice:ManagingNoiseandPreventingHearingLossatWork.Duetothehistoryofseriousincidentsitisrecommendedthatparticularcarebeexercisedwhenundertakingworkinvolvingsteelconstructionandconcreteplacement.Alltheaboveapplies.
THESENOTESMUSTBEREADANDUNDERSTOODBYALLINVOLVEDINTHEPROJECT.THISINCLUDES(butisnotexcludedto):OWNER,BUILDER,SUB-CONTRACTORS,CONSULTANTS,RENOVATORS,OPERATORS,MAINTENORS,DEMOLISHERS.
D.19-06-19
client
project
scale drawingtitle
date drawingno. issue
NTSGENERALNOTES-Donotscaleofthedrawingsunlessotherwisestatedaswrittendimensionswilltakepreferenceoverscaling-AlldimensionsandlevelsaretobecheckedandverifiedbytheCONTRACTORonsitebeforethecommencementofanyworks,alldimensionsandlevelsaresubjecttofinalsurveyandset-out.Discrepanciestobereportedtothedesignerpriortocommencementofanyworks-WhereEngineersdrawingsarerequiredsuchmusttakepreferenceoverthissetofdrawings-AllworktobecarriedoutinaccordancewiththeBuildingCodeofAustralia,allLocalandStateGovernmentOrdinances,relevantAustralianStandards,ElectricityandWaterAuthoritiesRegulationsandallotherrelevantAuthoritiesconcerned.
SPECIFICATIONS
drawn
J.S
PROPOSEDNEWDWELLINGS
11/11
jobno.
REW377
LOT228DP121822622LAHORESTREETRIVERSTONE
HSMITH,E&JHUSKING
SPECIFICATIONS
CoordinationRefertoandcoordinateinformationcontainedinthearchitecturaldrawings,andthedocumentationofotherconsultants.Notifyanydiscrepanciesbetweenthearchitecturaland/orotherconsultantsdocumentationpriortoproceedingwiththeworks.
SpecificationsandSchedulesRefertoandcoordinatewithapplicableSpecificationsandSchedules.Notifyanydiscrepanciesbetweendocumentspriortoproceedingwiththeworks.
DetailDrawingsDrawingsatlargerscalestakeprecedenceoverdrawingsatsmallerscales,Notifyanydiscrepanciespriortoproceedingwiththeworks.
ExecutionoftheworksExecutetheworksinaccordanceandcompliancewith:-TheapprovedDevelopmentApplicationandinaccordancewiththerelevantConditionsofConsentandotherrelevantLocalAuthorityrequirements;-TherequirementsscheduledbyacurrentBASIXCertificateconsistentwiththeworks.-ThecurrenteditionoftheBuildingCodeofAustralia(asamended};and-CurrenteditionsoftherelevantAustralianandotherapplicablepublishedstandardsrelevanttotheexecutionoftheworks.-LocalCouncilLEP&DCP
UnitsofmeasurementDimensionsareshowninmillimetresunlessnotedotherwise.
MaterialshandlingandstorageMaterial,fixturesandfittingsaretobehandled,storedandinstalledinaccordancewiththeManufacturer'scurrentwritteninstructions.
StructureFoundations,footings,reinforcedconcreteslabs,retainingwalls,framing,bracing,tie-downandotherstructuralelementsaretobeconstructedinaccordancewiththeStructuralEngineer'sdetailsandspecifications.
HydraulicsStormwaterdrainage,wastewaterdrainage,freshwater,gassupplyandotherhydraulicservicesaretobeconstructedinaccordancewithLocalAuthorityandHydraulicEngineer'srequirements.
GeneralSpecificationsExecutetheworksincompliancewiththerelevantdeemed-to-satisfyprovisionsoftheBuildingCodeofAustralia(BCA)(Volume2),currenteditionsofrelevantAustralianandotherapplicablepublishedStandardsandtherelevantrequirementsofLocaland/orStatutoryAuthoritiesapplicabletotheexecutionoftheworks.Thisscheduleofcodesandstandardsoutlinestheminimumstandards.
TermiteprotectionProvidetermiteprotection:InaccordancewithPart3.1.3-TermiteRiskManagementoftheBCA(Volume2)andtoAS3660.1(Termitemanagement-Newbuildingwork}ProvideprofessionalcertificationofthetermiteprotectionmeasurestotheprincipalcertifyingauthorityconfirmingcompliancewiththeprovisionsoftheBCAandAustralianStandard.
Flashinganddamp-proofcoursesFlashingsanddamp-proofcourses:ToAS/NZS2904(Dampproofcoursesandflashings).
FastenersSteelnails:Hot-dipgalvanisedtoAS/NZS4680(Hot-dipglavanised(zinc)coatingsonfabricatedferrousarticles).Self-drillingscrews:ToAS3566.1(Self-drillingscrewsforthebuildingandconstructionindustries)MetalfinishesCorrosionprotection:ToBCAVolume2clause3.4.2.2(Acceptableconstruction-Framing-Steelframing-General}.
SitePreparationDemolitionDemolishexistingstructuresasshown:ToAS2601(Demolitionofstructures).EarthworksTobecarriedoutinaccordancewith:TherequirementsoftheEnvironmentalPlanning&AssessmentAct1979;Relevantconditionsofthedevelopmentconsent;andtherelevantrequirementsofPart3.1.1oftheBCA(Volume2).
StormwaterdrainagePart3.1.2oftheBCA(Volume2)andAS/NZS3500(Part3-Stormwaterdrainage).AS/NZS3500(Part5-Domesticinstallations-Section5-stormwaterdrainage).
StructuraldesignFordetailsofstructuralfootings,slabs,framingandthelikerefertostructuralengineeringdetails,tobepreparedbyaqualifiedstructuraengineer.Structuraldesignistobeinaccordancewiththerelevantstructuraldesignmanuals.
SiteClassificationTobeinaccordancewithPart3.2.4oftheBCA(Volume2)
StructuraldesignmanualsAS1170.1(Deadandliveloadsandloadcombinations)AS1170.2(AS4055-Windloads}AS1170.4(Earthquakeloads}AS1720.1(Timberstructurescode}AS2159(Piling-designandinstallation)As2327.1(Compositestructures)AS3600(Concretestructures)AS4100(Steelstructures)StructuraldesigncertificationSubmitstructuralengineer'sdesigncertification,inaccordancewithLocalAuthorityrequirementsandthePrincipalCertifyingAuthoritypriortothecommencementofworks.
ConcreteconstructionConcretestructuresgenerally:ToAS3600(Concretestructures).GroundSlabsandfootings:ToAS2870(Residentialslabsandfootings)Readymixedsupply:ToAS1379(Specificationandsupplyofconcrete).FootingsandslabsInaccordancewithPart3.2oftheBCA(Volume2)andAS2870(Residentialslabsandfootings),AS3600(Concretestructures)andAS2159(Piling-Designandinstallation).
Brick&blockconstruction(masonry)Masonryconstruction:TobeinaccordancewithPart3.3oftheBCA(Volume2)andtoAS3700(Masonrystructures).Masonryunits:ToAS/NZS4455(Masonryunitsandsegmentalpavers).Claybrickdurabilitybelowdamp-proofcourse:UseexposurecategorytoAS/NZS4456.10(Masonryunitsandsegmentalpavers-Methodsoftest-Determiningresistancetosaltattack}AppendixA(Saltattackresistancecategories).
GalvanisingGalvanisingmildsteelcomponents(includingfasteners)toAS1214orAS/NZS4680,asappropriate,whereexposedtoweather,embeddedinmasonryorincontactwithchemicallytreatedtimber.
BASIX:ComplywithallcertifiedBASIXcommitments.Refertocomplianceschedulefordetails.
WallTiesWalltietype:ToBCAVolume2clause3.3.3.2(Acceptableconstruction-Masonry-Masonryaccessories-Wallties)andAS/NZS2699.1(Built-incomponentsformasonryconstruction-Wallties);Non-seismicareas:TypeA;Seismicareas:TypeB.Walltiespacing:ToBCAVolume2Figure3.3.3.1(Typicalbricktiesspacingsincavityandveneerconstruction).Walltiecorrosionprotection:ToBCAVolume2Table3.3.3.1(Corrosionprotectionforwallties).Lintelsgenerally:InaccordancewithPart3.3.3.4oftheBCA(Volume2).
Timber&steelframedconstructionSub-floorventilationTobeinaccordancewithPart3.4.1oftheBCA(Volume2)Timberwall,floorandroofframingTimberframing:TobeinaccordancewithPart3.4oftheBCA(Volume2)andAS1684.4(Residentialtimberframedconstruction-Simplified-Non-cyclonic)orAS1720.1(Timberstructures-Designmethods}.SteelframingandstructuralsteelmembersSteelframing:tobeinaccordancewithPart3.4.2oftheBCA(Volume2).Acceptableconstructionpractice(Part3.4.2.1oftheBCA)andIorAS4100(Steelstructures)Cold-formedsteelframing:ProvideaproprietarysystemdesignedtoAS3623(Domesticmetalframing).
RoofandwallcladdingRooftilingTobeinaccordancewithParts3.5.1.1&3.5.1.2oftheBCA(Volume2)andAS2049(Rooftiles).Rooftileinstallation:ToAS2050(Installationofroofingtiles).MetalroofsheetingTobeinaccordancewithParts3.5.1.1&3.5.1.3oftheBCA(Volume2).Metalroofingdesignandinstallation:ToAS1562.1(Designandinstallationofsheetroofandwallcladding-Metal}.RoofplumbingTobeinaccordancewithPart3.5.2oftheBCA(Volume2)andAS/NZS3500(Part3-Stormwaterdrainage)andAS/NZS3500(Part5-Domesticinstallation-section5-stormwaterdrainage).WallcladdingTobeinaccordancewithPart3.5.3oftheBCA(Volume2)
InstallationandsarkingBulkinsulation:ToAS/NZS4859.1(Materialsforthethermalinsulationofbuildings-Generalcriteriaandtechnicalprovisions),Section5.Reflectiveinsulation:ToAS/NZS4859.1,Section9.Sarkingmaterial:ToAS/NZS4200.1(Pliablebuildingmaterialsandunderlays-Materials}.
WindowsanddoorsGlazingtobeinaccordancewithPart3.6oftheBCA(Volume2).GlassSelectionandinstallation:ToAS1288(GlassinbuildingsSelectionandinstallation).Timberdoorsets:ToAS2688(Timberdoors).Timberframesandjamblinings:ToAS2689(Timberdoorsets)Securityscreendoorsandwindowgrilles:ToAS5039(Securityscreendoorsandsecuritywindowgrilles).Windowselectionandinstallation:ToAS2047(Windowsinbuildings-).Doorsetinstallation:ToAS1909(Installationoftimberdoorsets).Garagedoors:ToAS/NZS4505(Domesticgaragedoors).
LiningPlasterboard:ToAS/NZS2588(Gypsumplasterboard}.Plasterboardinstallation:ToAS/NZS2589.1(Gypsumliningsinresidentialandlightcommercialconstruction-Applicationandfinishing-Gypsumplasterboard}Level4finish.Fibrecement:ToAS/NZS2908.2(Cellulose-cementproducts-FlatSheets),TypeB,Category2.Fibrousplasterproducts:ToAS2185(Fibrousplasterproducts).
FiresafetyFireseparationTobeinaccordancewithPart3.7.1oftheBCA(Volume2).Fireseparation-Separatingwallconstruction:Part3.7.1.8oftheBCA(Volume2).Fireseparation-Rooflights:Part3.7.1.10oftheBCA(Volume2).Refertoarchitecturaldetailsoffireseparationmethods.SmokealarmsTobeinaccordancewithPart3.7.2oftheBCA(Volume2);andAS3786(Smokealarms).
HealthandamenityWetareasReferto"Waterproofing".RoomheightsTobeinaccordancewithPart3.8.2oftheBCA(Volume2).Kitchen,sanitaryandwashingfacilitiesTobeinaccordancewithParts3.8.3.2and3.8.3.3oftheBCA(Volume2).NaturalandartificiallightTobeinaccordancewithParts3.8.4.2and3.8.4.3oftheBCA(Volume2).VentilationTobeinaccordancewithPart3.8.5oftheBCA(Volume2).NaturalVentilation:Parts3.8.5.2and3.8.5.3oftheBCA(Volume2).MechanicalVentilation:Parts3.8.5.0and3.8.5.3oftheBCA(Volume2).SoundinsulationTobeinaccordancewithPart3.8.6.1oftheBCA(Volume2)andAS2021-2015.
SafemovementandaccessStairconstructionTobeinaccordancewithPart3.9.1.1oftheBCA(Volume2)-Acceptableconstructionpractice.BalustradesTobeinaccordancewithPart3.9.2.1oftheBCA(Volume2)-Acceptableconstructionpractice.
BlockandtilefinishesCeramictiling:FollowtheguidanceprovidedbyAS3958.1(Ceramictiles-Guidetotheinstallationofceramictiles)andAS3958.2(CeramictilesGuidetotheselectionofaceramictilingsystem).Adhesives:ToAS2358(AdhesivesForfixingceramictiles).
WaterproofingTobeinaccordancewithPart3.8.1oftheBCA(Volume2).Waterproofing:ToAS3740(Waterproofingofwetareasinresidentialbuildings).
FloorcoatingsandcoveringsCarpeting:ToAS/NZS2455.1(Textilefloorcoverings-InstallationpracticeGeneral}.Resilientfinishes:ToAS1884(Floorcoverings-ResilientsheetandtilesLayingandmaintenancepractices).
PaintingPaintinggenerally:FollowtheguidanceprovidedbyAS/NZS2311(Guidetothepaintingofbuildings)andAS/NZS2312(Guidetotheprotectionofstructuralsteelagainstatmosphericcorrosionbytheuseofprotectivecoatings).
PlumbinginstallationsWhereadiscrepancyarisesthehydraulicconsultant's,localorstatutoryauthority'srequirementstakeprecedenceoverthefollowingstandardstotheextentofthediscrepancy.
Plumbinganddrainingproducts:ToSAAMP52(Manualofauthorizationproceduresforplumbinganddrainageproducts)andAS/NZS3718(Watersupply-Tapware).Stormwater:ToAS/NZS3500.3(PlumbingandDrainage-Stormwaterdrainage)orAS/NZS3500.5(NationalPlumbingandDrainage-Domesticinstallations).Wastewater:ToAS/NZS3500.2(PlumbingandDrainage-Sanitaryplumbinganddrainage)orAS/NZS3500.5.Freshwater:ToAS/NZS3500.1(PlumbingandDrainage-Waterservices)andAS/NZS3500.4(PlumbingandDrainage-Heatedwaterservices)orAS/NZS3500.5.Gas:ToAS5601(Gasinstallationcode}.
ElectricalinstallationsWhereadiscrepancyarrisestheelectricalconsultant's,localorstatutoryauthority'srequirementstakeprecedenceoverthefollowingstandardstotheextentofthediscrepancy.Electricalinstallation:ToAS/NZS3018(Electricalinstallation-Domesticinstallations).Smokedetectors:Referto"FireSafety,SmokeAlarms".Smokedetectioninstallationandtesting:ToAS1670.1(Firedetectionwarning,controlandintercomsystems-Systemdesign,installation,andcommissioning-Fire)inaccordancewiththerequirementsoftheBuildingCodeofAustralia.Connectsmokedetectorstomainspower.Testelectricalinstallations:ToAS/NZS3017(Electricalinstallations-Testingguidelines).CertifycompliancewithAS/NZS3018.
MechanicalinstallationsMechanicalventilation:ToAS1668.2(Theuseofventilationandairconditioninginbuildings-Mechanicalventilationforacceptableindoorquality)-Grade2amenity.
D.19-06-19
Attachment 3 Blacktown Local Planning Panel Report: DA-19-00892
Page 1 of 2
Assessment against planning controls: section 4.15, summary assessment and variations to standards
1 Environmental Planning and Assessment Act 1979 Heads of Consideration
Comment Complies
a. The provisions of:
(i) Any environmental planning instrument (EPI)
The proposal’s compliance with relevant environmental planning instruments, including SREP No. 20 – Hawkesbury- Nepean River, SEPP No. 55 – Remediation of Land and the Growth Centres SEPP 2006, was assessed when the original residential subdivision of the land was approved on 9 May 2018. In terms of State Environmental Planning Policy (Building Sustainability Index: BASIX) 2004, a valid BASIX Certificate was lodged with the Development Application and all the relevant commitments listed in the DA are shown on the plans.
Yes Yes
(ii) Any proposed instrument that is or has been the subject of public consultation under this Act
There are no known draft instruments that would impact on the proposal.
N/A
(iii) Any development control plan (DCP)
Blacktown City Council Growth Centre Precincts Development Control Plan 2018 applies. Minor variation is proposed to maximum amount of cut and fill.
No, however the very minor variation is considered acceptable and is consistent with other applications in the Growth Area. Refer to Section 7 of the Assessment Report.
(iii a) Any Planning Agreement
There is no relevant Planning Agreement. N/A
(v) The regulations No relevant provisions. N/A
b. The likely impacts of the development, including environmental impacts on both the natural and built environments, and social and economic impacts on the locality
It is considered that the likely impacts of the development have been satisfactorily considered.
Yes
Blacktown Local Planning Panel Report: DA-19-00892 Attachment 3 | Page 2 of 2
Heads of Consideration
Comment Complies
c. The suitability of the site for the development
The site is considered to be suitable for the development. Yes
d. Any submissions made in accordance with this Act, or the regulations
No submissions have been made. N/A
e. The public interest
The development is considered to be in the public interest. Yes
2 Blacktown City Council Growth Centre Precincts Development Control Plan 2018 (Growth Centre DCP)
Summary comment
We have assessed the DA against the relevant provisions of the DCP and the table below only identifies where compliance is not fully achieved.
2.1 Part 4.0 Development in the Residential Zone
DCP requirement Proposal Complies
4.1.2 Cut and fill
Earthworks shall be undertaken to a maximum of 500 mm excavation or fill from the present surface level of the property.
Maximum 750 mm cut/fill. No – But minor non-compliance is acceptable. Refer to discussion of this issue in Section 7 of the Assessment Report.
Attachment 4 Blacktown Local Planning Panel Report: DA-19-00892
Page 1 of 8
Draft Conditions of Consent Proposed Development: Attached Dual Occupancy
1 Advisory Notes 1.1 Terminology 1.1.1 Any reference in this consent to a Construction, Compliance, Occupation or
Subdivision Certificate is a reference to a certificate as defined by Section 6.4 of the Environmental Planning and Assessment Act 1979.
1.2 Other Approvals 1.2.1 A separate valid Construction Certificate shall be issued prior to commencement of
any construction works.
1.2.2 The applicant’s attention is drawn to the need to obtain separate appropriate approval for any ancillary development not approved by this consent, including:
(a) the removal of any tree(s) not indicated on the approved plans and any tree(s) located greater than 3 m from the building perimeter, and
(b) any fence, retaining wall, land excavation or filling, advertising structure or other development not being exempt development, and
(c) the installation of a vehicular footway crossing servicing the development.
1.2.3 If any aboriginal objects are found during construction, work is to cease immediately. The Office of Environment and Heritage (OEH) is to be notified and the site, and objects, are to be assessed by a suitably qualified Aboriginal Heritage Consultant in accordance with the requirements of OEH. No further works are to be undertaken on the site without the written consent of OEH.
1.3 Services 1.3.1 The applicant is advised to consult with:
(a) Sydney Water Corporation Limited
(b) Integral Energy
(c) Natural Gas Company
(d) The relevant local telecommunications carrier
regarding any requirements for the provision of services to the development and the location of existing services that may be affected by proposed works, either on the land or on the adjacent public road(s).
All approved building construction plans attached to the Construction Certificate should be submitted to Sydney Water Tap In, to determine whether the development will affect Sydney Water’s sewer and water mains, stormwater drains and/or easements and if further requirements need to be met. The plans are to be appropriately stamped and all amended plans will require re-stamping.
For further information go to: www.sydneywater.com.au, then follow the “Developing
Your Land” link or telephone 1300 082 746 for assistance.
Sydney Water may also require the applicant to obtain a Trade Waste Approval as part of the operation of the approved development. Enquiries should be made to
Blacktown Independent Planning Panel Report: DA-19-00892 Attachment 4 | Page 2 of 8
ascertain the Sydney Water requirements for the eventual operation of the approved use.
1.3.2 Information regarding the location of underground services may be obtained from the Sydney “Dial Before You Dig” service, telephone number 1100, fax number (02) 9806 0777. Inquirers should provide the street/road name and number, side of street/road name and the nearest cross street/road name.
1.4 Road Damage 1.4.1 The cost of repairing any damage caused to Council's assets in the vicinity of the land
as a result of the development works shall be met in full by the applicant/developer.
Note: Should the cost of damage repair work not exceed the road maintenance bond Council will automatically call up the bond to recover its costs. Should the repair costs exceed the bond amount a separate invoice will be issued.
2 General 2.1 Scope of Consent 2.1.1 This consent relates to the following drawings/details submitted to Council with the
Development Application, subject to compliance with any other conditions of this consent:
Drawing No. Dated Council’s File Enclosure No
Site Plan 19.06.19 15A
Ground Floor Plan 19.06.19 15B
First Floor Plan 19.06.19 15C
Elevations 19.06.19 15D
Elevations 19.06.19 15E
Cross Section Plan 19.06.19 15F
Drainage Plan 19.06.19 15G
Landscape Plan 19.06.19 15H
Site Management Plan 19.06.19 15I
2.2 Compliance with BASIX Certificate 2.2.1 All commitments listed in the BASIX Certificate numbers: 1014987S dated 14 May
2019 (unit 1) and 1014988S dated 14 May 2019 (unit 2) shall be complied with.
2.3 Saline Soil 2.3.1 In accordance with restriction numbered 7 of the 88b instrument for DP 1218226, no
building or structure is to be constructed on the lot hereby burdened unless designed and constructed in accordance with the recommendations from the Salinity report by Geotest Services Pty Ltd (Ref. 31079/1_2), dated 24th of June 2017.
3 Prior to Construction Certificate (General) 3.1 DA Plan Consistency 3.1.1 A Construction Certificate for the proposed development shall only be issued when the
accompanying plans, specifications and/or details are consistent with the approved Development Application design plans.
Blacktown Independent Planning Panel Report: DA-19-00892 Attachment 4 | Page 3 of 8
4 Prior to Construction Certificate (Planning) 4.1 Section 7.11 Contributions 4.1.1 The following monetary contributions pursuant to Section 7.11 of the Environmental
Planning & Assessment Act 1979 must be paid. The amounts below are as at the date of this consent. They WILL BE INDEXED from the date of this consent to the date of payment. Payment of the indexed amounts must be made prior to the issue of a Construction Certificate (for building works) either by Council or any accredited certifier, whichever occurs first.
PLEASE NOTE: Indexed payments must be made by BANK CHEQUE IF IMMEDIATE CLEARANCE IS REQUIRED. Payments of the full amount by credit card or EFTPOS are accepted. However, payments by credit card or EFTPOS over $10,000.00 are levied a 3% surcharge on the whole amount and cannot be split between different credit or EFTPOS cards.
Contribution Amount at Date of consent Relevant CP Open Space $21,676 20 Community Facilities $293 20 E2 Conservation Zone $934 20
The contribution(s) will be indexed according to the Australian Bureau of Statistics' Consumer Price Index (Sydney Housing) or Consumer Price Index (All Groups Sydney).
Copies of the following relevant Contributions Plan(s) may be inspected/purchased from Council's Information Centre, or viewed/downloaded at www.blacktown.nsw.gov.au:
S.7.11 CP No. 20
The Section 7.11 contribution(s) have been based on the potential additional population nominated below. Should amendments change the potential additional population, the Section 7.11 contribution(s) will be adjusted accordingly.
Additional Population: 2.9 persons
5 Prior to Construction Certificate (Building) 5.1 Building Code of Australia Compliance 5.1.2 All aspects of the building design shall comply with the applicable performance
requirements of the Building Code of Australia so as to achieve and maintain acceptable standards of structural sufficiency, safety (including fire safety), health and amenity for the ongoing benefit of the community. Compliance with the performance requirements can only be achieved by :
(a) Complying with the deemed to satisfy solutions, or
(b) Formulating an performance solution which:
• complies with the performance requirements, or
• is shown to be at least equivalent to the deemed to satisfy provision, or
• A combination of (a) and (b).
5.2 Site Works and Drainage 5.2.1 Any required retaining wall(s) and/or other effective method to retain excavated or
filled ground (not being Exempt Development under the Blacktown Local Environmental Plan), together with any associated groundwater drainage system, shall be designed by an appropriately qualified person. Details of such site works shall accompany the Construction Certificate.
Blacktown Independent Planning Panel Report: DA-19-00892 Attachment 4 | Page 4 of 8
5.2.2 Stormwater drainage from the site shall be designed to satisfactorily drain rainfall intensities of 159 mm per hour over an average recurrence interval of 20 years. The design shall:
(a) be in accordance with Australian Standard 3500.3, and
(b) provide for drainage discharge to an existing Council drainage system, and
(c) ensure that the development, either during construction or upon completion, does not impede or divert natural surface water runoff so as to cause a nuisance to adjoining properties.
5.2.3 Soil erosion and sediment control measures shall be designed in accordance with Council’s Soil Erosion and Sediment Control Policy. Details shall accompany any Construction Certificate.
5.3 BASIX Certificate Compliance 5.3.1 The plans and specifications must indicate compliance with the commitments
listed in the BASIX Certificate Number: 961221S_02 dated 12 September 2018.
6 Prior to Development Works 6.1 Safety/Health/Amenity 6.1.1 Toilet facilities shall be provided on the land at the rate of 1 toilet for every 20 persons
or part thereof employed at the site. Each toilet provided shall be:
(a) a standard flushing toilet, or
(b) a temporary on-site toilet which is regularly maintained and the waste disposed to an approved sewerage management facility.
6.1.2 A sign is to be erected and maintained in a prominent position on the site in accordance with Clause 98 A (2) of the Environmental Planning and Assessment Regulations 2000 indicating:
(a) the name, address and telephone number of the principal certifying authority for the work, and
(b) the name of the principal contractor (if any) for the building work and a telephone number on which that person may be contacted outside working hours, and
(c) stating that unauthorised entry to the work site is prohibited.
This condition does not apply to:
1 building work carried out inside an existing building, or
2 building work carried out on premises that are to be occupied continuously (both during and outside working hours) while the work is being carried out.
6.1.3 Should the development work:
(a) be likely to cause pedestrian or vehicular traffic in a public place to be obstructed or rendered inconvenient, or
(b) involve the enclosure of a public place,
a hoarding or protective barrier shall be erected between the work site and the public place. Such hoarding or barrier shall be designed and erected in accordance with Council's current Local Approvals Policy under the Local Government Act 1993.
Blacktown Independent Planning Panel Report: DA-19-00892 Attachment 4 | Page 5 of 8
Where necessary, an awning shall be erected, sufficient to prevent any substance from, or in connection with, the work falling into the public place.
The hoarding, awning or protective barrier shall be effectively illuminated between sunset and sunrise where it may be hazardous to any person in the public place.
6.1.4 Soil erosion and sediment control measures shall be provided in accordance with Council's Soil Erosion and Sediment Control Policy.
6.1.5 A single vehicle/plant access to the land shall be provided to minimise ground disturbance and transport of soil onto any public place. Such access shall be provided in accordance with the requirements of Appendix "F" of Council's Soil Erosion and Sediment Control Policy. Single sized 40 mm or larger aggregate placed 150 mm deep, and extending from the street kerb/road shoulder to the land shall be provided as a minimum.
6.1.6 Any excavation and/or backfilling associated with the development shall be executed safely and in accordance with appropriate professional standards, with any excavation properly guarded and protected to prevent such work being dangerous to life or property.
6.2 Notification to Council 6.2.1 The person having the benefit of this consent shall, at least 2 days prior to work
commencing on site, submit to Council a notice under Clauses 135 and 136 of the Environmental Planning and Assessment Regulation 2000, indicating details of the appointed Principal Certifying Authority and the date construction work is proposed to commence.
6.3 Home Building Act 6.3.1 The construction of residential building work within the meaning of the Home
Building Act 1989 must not be carried out unless the principal certifying authority for the development to which the work relates (not being the council) has given the council written notice of the following information:
(a) in the case of work for which a principal contractor is required to be appointed:
• the name and licence number of the principal contractor, and
• the NSW Home Building Compensation Fund “Statement of Cover” under Part 6 of that Act,
(b) in the case of work to be done by an owner-builder:
• the name of the owner-builder, and
• if the owner-builder is required to hold an owner-builder permit under Part 3 of the Act, the number of the owner-builder permit.
6.4 Sydney Water Authorisation 6.4.1 Sydney Water Corporation's approval, in the form of appropriately stamped
Construction Certificate plans, shall be obtained and furnished to the Principal Certifying Authority to verify that the development meets the Corporation's requirements concerning the relationship of the development to any water mains, sewers or stormwater channels.
OR
The approved plans are to be submitted to a Sydney Water Tap In, to determine whether the development will affect Sydney Water's sewer and water mains, stormwater drains and/or easements and if further requirements need to be met. The plans must be appropriately stamped and all amended plans will require restamping. For further information please refer to the "Developing Your Land" section of the website: www.sydneywater.com.au, or telephone 1300 082 746 for assistance.
Blacktown Independent Planning Panel Report: DA-19-00892 Attachment 4 | Page 6 of 8
7 During Construction (Building) 7.1 Safety/Health/Amenity 7.1.1 The required toilet facilities shall be maintained on the land at the rate of 1 toilet for
every 20 persons or part of 20 persons employed at the site.
7.1.2 A sign is to be erected and maintained in a prominent position on the site in accordance with Clause 98 A (2) of the Environmental Planning and Assessment Regulations 2000 indicating:
(a) the name, address and telephone number of the principal certifying authority for the work, and
(b) the name of the principal contractor (if any) for the building work and a telephone number on which that person may be contacted outside working hours, and
(c) stating that unauthorised entry to the work site is prohibited.
7.1.3 Should the development work: (a) be likely to cause pedestrian or vehicular traffic in a public place to be
obstructed or rendered inconvenient, or
(b) involves the enclosure of a public place,
the required hoarding, awning or protective barrier shall be maintained between the land and the public place.
The hoarding, awning or protective barrier shall be effectively illuminated between sunset and sunrise where it may be hazardous to persons in the public place.
7.1.4 Soil erosion and sediment control measures (including the connection of roofwater downpipes to stormwater drainage lines upon fixing of roof covering) shall be maintained during the development works.
7.1.5 A single vehicle/plant access to the land shall be maintained to minimise ground disturbance and transport of soil onto any public place. Such access shall be maintained in accordance with the requirements of Appendix "F" of Council's Soil Erosion and Sediment Control Policy. As a minimum, single sized 40 mm or larger aggregate placed 150 mm deep, and extending from the street kerb/road shoulder to the land shall be provided.
7.1.6 Any excavation and/or backfilling associated with the ongoing development works shall be executed safely and in accordance with appropriate professional standards, with any excavation properly guarded and protected to prevent them from being dangerous to life or property.
7.1.7 Building and construction materials, plant, equipment and the like shall not to be placed or stored at any time on Council's footpath, roadway or any public place.
7.2 Building Code of Australia Compliance 7.2.1 All building work shall be carried out in accordance with the provisions of the Building
Code of Australia.
7.3 Surveys 7.3.1 The building(s) shall be set out by a registered surveyor and a survey report lodged
with the Principal Certifying Authority to verify the approved position of each structure in relation to the property boundaries.
Blacktown Independent Planning Panel Report: DA-19-00892 Attachment 4 | Page 7 of 8
7.4 Nuisance Control 7.4.1 The hours of any offensive noise-generating development works shall be limited to
between 7 am to 6 pm, Mondays to Fridays: 8 am to 1 pm, Saturdays; and no such work to be undertaken at any time on Sundays or public holidays.
7.5 Stormwater Drainage 7.5.1 Stormwater, surface water and sub-surface seepage (other than natural flows) shall
be prevented from entering the building or being diverted onto any adjoining land (as applicable) by:
(a) the floor level being a minimum 225 mm above the adjoining finished ground level, and/or
(b) being drained to an effective drainage system.
7.6 Waste Control 7.6.1 The waste material sorting, storage and re-use requirements of the approved Waste
Management Plan and Council's Site Waste Management and Minimisation Development Control Plan shall be implemented during the course of development works.
7.7 Construction Inspections 7.7.1 The person having the benefit of this consent is required to notify the Principal
Contractor for the building construction project that various mandatory and critical stage inspections must be conducted by an accredited certifier, and may include inspections (where applicable):
(a) After excavation for, and prior to placement of, any footings; and
(b) Prior to pouring any in-situ reinforced concrete building element; and
(c) Prior to the covering of the framework for any floor, wall roof or other building element, and prior to covering waterproofing in any wet areas; and
(d) Prior to covering waterproofing in any wet areas; and
(e) Prior to covering any stormwater drainage connections; and
(f) After the building work has been completed and prior to any Occupation Certificate being issued in relation to the building.
The critical stage inspection “(f)” must be carried out by the Principal Certifying Authority.
Any inspection conducted by an accredited Certifier other than the nominated PCA for the project must be verified by way of a Compliance Certificate issued for the relevant works.
Note: Failure to ensure the relevant inspections are conducted will preclude the issue of Occupation Certificate.
8 Prior to Occupation Certificate 8.1 Service Authorities 8.1.2 A final written clearance shall be obtained from Sydney Water Corporation, energy
provider and Telstra (or any other recognised communication carrier) if such clearance (in the form of a Section 73 Certificate, Notification of Arrangement, etc) has not previously been issued.
8.2 Compliance with Conditions 8.2.1 An Occupation Certificate shall not be issued until such time as all conditions of this
consent, other than “Operational” conditions, have been satisfied. The use or
Blacktown Independent Planning Panel Report: DA-19-00892 Attachment 4 | Page 8 of 8
occupation of the development prior to compliance with all conditions of consent, other than “Operational” conditions, may render the applicant/developer liable to legal proceedings.
8.2.2 Prior to occupation/use of a new building, it is necessary to obtain an Occupation Certificate from the Principal Certifying Authority in accordance with the provisions of Section 6.10 of the Environmental Planning & Assessment Act 1979.
8.3 Temporary Facilities Removal 8.3.1 Any temporary soil erosion control measure installed during development works shall
be removed and other permanent measures required by Council’s Soil Erosion Control Policy shall be provided.
8.3.2 Any temporary site access provided for the purpose of development works shall be removed and the kerb and gutter and/or previous roadworks reinstated in a manner satisfactory to Council. Should the reinstatement involve the provision of a new vehicular crossing, layback, kerb and gutter or road shoulder works the separate approval of Council's Maintenance Section shall be obtained (and any appropriate fees paid) prior to such works commencing.
8.4 Fee Payment 8.4.1 Any fee payable to Council as part of a Construction, Compliance or Occupation
Certificate or inspection associated with the development (including the registration of privately issued certificates) shall be paid in full.
9 Operational (Planning) 9.1 Use of Premises 9.1.2 The development shall not be used or converted for use for any purpose other
than that:
(a) Granted consent by Council’s Notice of Determination, or
(b) Which is “Exempt Development” under the State Environmental Planning Policy (Exempt and Complying Development Codes) 2008 or other NSW or Council planning instrument.