Report. - Blacktown City Council

Attachment 1 Blacktown Local Planning Panel Report: DA-19-00892

Page 1 of 3

Location plan and aerial photo

Blacktown Local Planning Panel Report: DA-19-00892 Page 2 of 3

Blacktown Local Planning Panel Report: DA-19-00892 Page 3 of 3

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


3.00m

3.00m

concretecrossoveraspercouncilspecsperpendiculartokerb


selectedretainingwallsupplied&installedbyclientextenttobesitedetermined


letterboxasperAusPostspecs

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


www.nathers.gov.au

Dwelling Address:

MJ/m2

0003856689-02Jamie BonnefinVIC/BDAV/17/18076.413 May 2019

80.1


Attachment 2

Blacktown Local Planning Panel Report: DA-19-00892

PROTECTIONOFFIRSTFLOOROPENABLEWINDOWS-ASPERBCACLAUSE3.9.2.5-SLIDINGWINDOWSTOHAVEALOCKINGOPTIONATAMAXIMUMOPENINGOF125mm-AWNINGWINDOWSWINDERSRESTRICTEDTO125mm

BASIXSPECS

client

project

scale drawingtitle


1:100GENERALNOTES-Donotscaleofthedrawingsunlessotherwisestatedaswrittendimensionswilltakepreferenceoverscaling-AlldimensionsandlevelsaretobecheckedandverifiedbytheCONTRACTORonsitebeforethecommencementofanyworks,alldimensionsandlevelsaresubjecttofinalsurveyandset-out.Discrepanciestobereportedtothedesignerpriortocommencementofanyworks-WhereEngineersdrawingsarerequiredsuchmusttakepreferenceoverthissetofdrawings-AllworktobecarriedoutinaccordancewiththeBuildingCodeofAustralia,allLocalandStateGovernmentOrdinances,relevantAustralianStandards,ElectricityandWaterAuthoritiesRegulationsandallotherrelevantAuthoritiesconcerned.

ELEVATIONS

drawn

J.S


4/11

jobno.

3590

2440

REW377


HSMITH,E&JHUSKING

EXTERNALWALLNOTE:QTECOSERIESEXTERIORWALLPANELSYSTEMUSEDWITHREBATEDCONCRETESLAB.REFERTOMANUFACTURERSPECIFICATIONSATwww.efbs.com.auORPHONE1300782399


1000

OBSCURE

scale1:100

SOUTHWESTELEVATION

scale1:100

NORTHEASTELEVATION

selectedcolorbondroofing



selectedcladdingwithpaintfinish

selectedaluminiumwindows

automaticpanel-liftgaragedoor

colorbondfascia&gutter


525 525

450 450

50mmNRGGreenboard™polystyreneaspermanuf'sspec's

150x50mmNRGGreenboard™polystyreneaspermanuf'sspec's

QTEcoSerieswallpanelsystemcementrenderfinish

QTEcoSerieswallpanelsystem

cementrenderfinish


selectedaluminiumdoors

timberpergola

2590

2440

D.19-06-19

22.5°

22.5°


www.nathers.gov.au

Dwelling Address:

MJ/m2


54.3



www.nathers.gov.au

Dwelling Address:

MJ/m2


80.1


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


client

project

scale drawingtitle



ELEVATIONS

drawn

J.S


5/11

jobno.

REW377


HSMITH,E&JHUSKING

350x350mmtimberframedcladdedcolumn

350x350mmtimberframedcladdedcolumn




1000

1000

OBSCURE

OBSCURE

OBSCURE

OBSCURE

scale1:100

SOUTHEASTELEVATION

scale1:100

NORTHWESTELEVATION

stepstosuitfinishedground

stepstosuitfinishedground









timberpergola

450

450

450

450450

450

timberpergola


cementrenderfinish


cementrenderfinish





180mmframedtimberparapet

50mmNRGGreenboard™polystyreneaspermanuf'sspec's

2590

2440

3590

2440

2590

2440

2440

3590

D.19-06-19

22.5°

22.5°


www.nathers.gov.au

Dwelling Address:

MJ/m2


54.3



www.nathers.gov.au

Dwelling Address:

MJ/m2


80.1


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


client

project

scale drawingtitle



SECTION

drawn

J.S


6/11

jobno.

REW377


HSMITH,E&JHUSKING


scale1:100

CROSSSECTION

QTEcoSerieswallpanelsystemcementrenderfinish

reinforcedconcreteslabtoengineersdetails

termiteprotectionunderslabtoaustralianstandards

colourbondfascia&gutter

colourbondfascia&gutter

ceilinginsulationasperBasix


timberroofstructuretomanufacturersdetails

fcsheetingtoeaves

floorframingasperframeco'details

wallinsulationasperBasix

2590

2440

450

partywallaspermanuf'sspecs

D.19-06-19

22.5°


www.nathers.gov.au

Dwelling Address:

MJ/m2


54.3



www.nathers.gov.au

Dwelling Address:

MJ/m2


80.1


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


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


-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


HSMITH,E&JHUSKING


ProposedUnit1

ProposedUnit2



D.19-06-19


www.nathers.gov.au

Dwelling Address:

MJ/m2


54.3



www.nathers.gov.au

Dwelling Address:

MJ/m2


80.1


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



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:


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


HSMITH,E&JHUSKING

A/Cunit

A/Cunit

ProposedUnit1

ProposedUnit2

streetsignrelocatedbyclient



3.00m

3.00m









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



selectedclothesline

selectedclothesline

TURF

TURF

TURF

D.19-06-19


www.nathers.gov.au

Dwelling Address:

MJ/m2


54.3



www.nathers.gov.au

Dwelling Address:

MJ/m2


80.1


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


GENERALNOTES-Donotscaleofthedrawingsunlessotherwisestatedaswrittendimensionswilltakepreferenceoverscaling-AlldimensionsandlevelsaretobecheckedandverifiedbytheCONTRACTORonsitebeforethecommencementofanyworks,alldimensionsandlevelsaresubjecttofinalsurveyandset-out.Discrepanciestobereportedtothedesignerpriortocommencementofanyworks-WhereEngineersdrawingsarerequiredsuchmusttakepreferenceoverthissetofdrawings-AllworktobecarriedoutinaccordancewiththeBuildingCodeofAustralia,allLocalandStateGovernmentOrdinances,relevantAustralianStandards,ElectricityandWaterAuthoritiesRegulationsandallotherrelevantAuthorities.

SITEMNAGEMENT1:200

drawn

J.S


-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


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


HSMITH,E&JHUSKING

A/Cunit

A/Cunit


ProposedUnit1

ProposedUnit2



D.19-06-19

client

project

scale drawingtitle


NTSGENERALNOTES-Donotscaleofthedrawingsunlessotherwisestatedaswrittendimensionswilltakepreferenceoverscaling-AlldimensionsandlevelsaretobecheckedandverifiedbytheCONTRACTORonsitebeforethecommencementofanyworks,alldimensionsandlevelsaresubjecttofinalsurveyandset-out.Discrepanciestobereportedtothedesignerpriortocommencementofanyworks-WhereEngineersdrawingsarerequiredsuchmusttakepreferenceoverthissetofdrawings-AllworktobecarriedoutinaccordancewiththeBuildingCodeofAustralia,allLocalandStateGovernmentOrdinances,relevantAustralianStandards,ElectricityandWaterAuthoritiesRegulationsandallotherrelevantAuthoritiesconcerned.

HEALTH&SAFETY

drawn

J.S


10/11

jobno.

REW377


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


NTSGENERALNOTES-Donotscaleofthedrawingsunlessotherwisestatedaswrittendimensionswilltakepreferenceoverscaling-AlldimensionsandlevelsaretobecheckedandverifiedbytheCONTRACTORonsitebeforethecommencementofanyworks,alldimensionsandlevelsaresubjecttofinalsurveyandset-out.Discrepanciestobereportedtothedesignerpriortocommencementofanyworks-WhereEngineersdrawingsarerequiredsuchmusttakepreferenceoverthissetofdrawings-AllworktobecarriedoutinaccordancewiththeBuildingCodeofAustralia,allLocalandStateGovernmentOrdinances,relevantAustralianStandards,ElectricityandWaterAuthoritiesRegulationsandallotherrelevantAuthoritiesconcerned.

SPECIFICATIONS

drawn

J.S


11/11

jobno.

REW377


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


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.


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

http://www.sydneywater.com.au/

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.


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.

http://www.blacktown.nsw.gov.au/


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.


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.

http://www.sydneywater.com.au/


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.


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


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.

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