Form 2 NOTICE OF AN APPLICATION FOR PLANNING PERMIT · PDF fileNOTICE OF AN APPLICATION FOR...

Form 2

NOTICE OF AN APPLICATION FOR PLANNING PERMIT

The land affected by the application

is located at:

34 First Avenue, Cockatoo

The application is for a permit to: Construction of a dwelling, outbuilding and water tank,

associated earthworks and the removal of vegetation

The applicant for the permit is: JDesign Group

The application reference number

is:

T160800

You may look at the application and

any documents that support the

application at the office of the

Responsible Authority:

Cardinia Shire Council

20 Siding Avenue

Officer 3809

This can be done during office hours and is free of charge.

Documents can also be viewed on Council’s website

www.cardinia.vic.gov.au.

Any person who may be affected by the granting of the permit may object or make other submissions to the

responsible authority.

An objection must * be sent to the Responsible Authority in writing,

at Cardinia Shire Council, PO Box 7, Pakenham, Vic, 3810 or email at

[email protected]

* include the name and address of the objector/ submitter

* include the application number and site address

* include the reasons for the objection, and

* state how the objector would be affected.

The Responsible Authority will not

decide on the application before: 4 May 2017

If you object, the Responsible Authority will advise you of its decision.

Please be aware that copies of objections/submissions received may be made available to any person

for the purpose of consideration as part of the planning process.

For additional information or advice contact Cardinia Shire Council, Planning Department on 1300 787

624 or [email protected]

Your objection/ submission and personal information is collected by Cardinia Shire Council for the purposes of the

planning process as set out in the Planning and Environment Act 1987. If you do not provide your name and

address, Council will not be able to consider your objection/ submission. Your objection/ submission will be

available free of charge at the Council office for any person to inspect and copies may be made available on

request to any person for the relevant period set out in the P&E Act. You must not submit any personal

information or copyright material of third parties without their informed consent. By submitting the material, you

agree that the use of the material as detailed above does not breach any third party’s right to privacy and

copyright.

http://www.cardinia.vic.gov.au/

mailto:[email protected]

mailto:[email protected]

11/04/2017Data Source: State & Local Government. © CARDINIA SHIRE COUNCIL

0 25 5012.5Metres U

1:1,062

GSPublisherVersion 0.0.100.100

Site Plan 1:500

Erskine290

PROJECT:

CLIENT:

AT:

ISS: DATE: AMENDMENTS:

SHEET:

DRAWN:

DATE:

Proposed Dwelling

Ian & Jodie Philips

Lot 1, 34 First Avenue,Cockatoo 3781

NP

28 March '17

TP_DREV

SCALE

SIZE:

A3

A 22.11.16 1 of 5Town Planning

DRAWING NAME:

DESIGN TYPE:

N

Town Planning06.12.16BTown Planning20.02.17CTown Planning28.03.17D

AreasResidence:Garage:Alfresco:Porch:Shed:Total:

sqmsqmsqmsqmsqmsqm

232.8239.0321.962.01

135.81295.82

(25.06sqs)(4.20sqs)(2.36sqs)(0.22sqs)

(14.62sqs)(31.84sqs)

2,50

052

0

520

5,57

5

4,000

PORCH

PORCH

WATERTANK

REMOTEOUTLET VALVE& COUPLING

RESERVE No. 1

EXISTING SINGLESTOREY W.BOARD

HOUSE

STORAGEWORKSHOP

EXISTINGSINGLE STOREY

W.BOARDHOUSE

LOT 2No. 36GARAGE

EXISTING DOUBLESTOREY HOUSE

(GREATER THAN 9mAWAY)

STORAGEWORKSHOP

ALF

RESC

O

POR.

EAV

ES H

T 22

2.01

RID

GE

HT

224.

16

EAVES HT 222.22

EAVES HT223.58

STORAGEWORKSHOP

STORAGE WORKSHOP

No. 32

EAV

ES H

T22

9.03

RID

GE

HT

230.

19POST AND WIRE FENCE 1.20m HT

EASEMENT

No. 21 SecondAvenue

BUILDINGFOOTPRINT

GARAGE

ALFRESCO

NOTECONTOURS OMITTEDFOR CLARITY

TREES TO BEREMOVED

TITLE 32.19m 233o29'

POST

AN

D W

IRE

FEN

CE

1.20

m H

TTIT

LE 2

7.10

m

323o 2

9'

TITLE 11.00m 233o29'PAILING FENCE

2.1m HT

NO

T FE

NC

EDTIT

LE 2

0.12

m

143o 2

9'

POST AND WIRE FENCE 1.20m HT

TITLE 60.15m 233o29'

LOT 1No. 342034m2

approx.

TITLE

22.

79m

17

1o31

'

TITLE

7.0

0m14

1o 06'

TITLE

21.

15m

16

1o30

'

First

Aven

ue

BUILDINGENVELOPE

PROPOSEDSHED

Site Plan Notes . Site plan measurements in metres – all other measurements in millimetres u.n.o. . Figured dimensions take precedence over scaled dimensions. . The Builder shall take all steps necessary to ensure the stability and general water tightness of all new and/or existing structures during all works. . The Builder and Subcontractors shall check and verify all dimensions, setbacks, levels and specifications and all other relevant documentation prior to the commencement of any works. Report all discrepancies to this office for clarification. . Installation of all services shall comply with the respective supply authority requirements. . Where the building (excludes a detached Class 10) is located in a termite prone area, the area to underside of building and perimeter is to be treated against termite attack. . The Builder and Subcontractor shall ensure that all stormwater drains, sewer pipes and the like are located at a sufficient distance from any buildings footing and/ or slab edge beams so as to prevent general moisture penetration, dampness, weakening and undermining of any building and its footing system.

STORMWATER . All stormwater to be taken to the legal point of discharge to the Relevant Authorities approval.100mm DIA. Class 6 UPVCstormwater line laid to a minimum grade of 1:100 andconnected to the legal point of stormwater discharge.Provide inspection openings at 9000mm C/C and ateach change of direction.The cover to underground stormwater drains shall be notless than– 100mm under soil– 50mm under paved or concrete areas– 100mm under unreinforced concrete or paved driveways– 75mm under reinforced concrete driveways

1:500

Town Planning - D

Floor Plan

1 Site Plan 1:500

3

2

Elevations4

Site Plan 1:200

Sheet Index

5 Shed Plans


Site Plan 1:200

Erskine290

PROJECT:

CLIENT:

AT:


SHEET:

DRAWN:

DATE:

Proposed Dwelling

Ian & Jodie Philips


NP

28 March '17

TP_DREV

SCALE

SIZE:

A3


DRAWING NAME:

DESIGN TYPE:

N



sqmsqmsqmsqmsqmsqm

232.8239.0321.962.01

135.81295.82

(25.06sqs)(4.20sqs)(2.36sqs)(0.22sqs)

(14.62sqs)(31.84sqs)

520

6,000

9,00

0

7,000

11,425

5,57

51m 1.7m

1.7m

1m1,800

1,80

0

2,000

2,00

0 6,00

0

18,000

17,185

23,960

4,000

1,500

1,500

TBM - G.I NAILA.H.D 218.02

TBM - G.I NAILA.H.D 219.68

PORCH

SITE CUTTO 220.55

10,000 LITRE WATER TANK (1.86m HIGH x2.7m DIA.) FOR FIRE FIGHTING PURPOSES

REMOTE OUTLETVALVE & COUPLING

TITLE 60.15m 233°29'

TITLE

20.

12m

14

3°29

'

TITLE 11.00m 233°29'

TITLE

27.

10m

32

3°29

'

TITLE 32.19m 233°29'TIT

LE 7

.00m

14

1°06

'

TITLE

21.

15m

16

1°30

'

TITLE

22.

79m

17

1°31

'

BUIL

DIN

G E

NVE

LOPE

32.

22m

First

Aven

ue

LOT 1No. 34

2034m2approx.

218.

0

218.

0

218.2

218.

4

218.4

218.

6

224.

8

218.

8

219.

0

219.0

219.

2

219.

4

219.

6

219.

8

220.

0

220.

2

220.2

220.

4

220.4

220.

6

220.6

220.

8

220.8

221.

0

221.0

221.2

221.

2

221.4

221.

4

221.6

221.

6

221.8

221.8

222.

0

222.0

222.

2

222.2

222.

4

222.4

222.

6

222.6

222.

8

222.8

223.

0

223.0

223.

2

223.2

223.4

223.4

223.6

223.6

223.8

223.8

224.

0

224.0

224.

2

224.2

224.

4

224.4

224.

6

224.6

224.

8

225.

0

225.

0

225.

2

225.

2

225.

422

5.6

225.

4

225.

6

225.

8

225.8

226.2

226.0

226.0

226.2

226.4

226.4

226.6

226.6

226.8

226.8

227.0227.2

PAILING FENCE 2.1m HT

NO

T FE

NC

ED

POST AND WIRE FENCE 1.20m HT

POST

AN

D W

IRE

FEN

CE

1.20

m H

T

EDG

E O

F TR

ACK

220.0

PROPOSEDDRIVEWAY

FILL

CUT

TREES TO BEREMOVED

TANK

CFA NOTES:· The water must be stored in an above-ground concrete or metal water tank.

· Incorporating an additional ball or gatevalve to provide access to the water supplyfor the occupants of the dwelling forfirefighting purposes.

· The tank must be located to achievegravity feed from the water supply to theremote outlet.

· All below-ground water pipes and fittingsincluding the tank outlet to the remoteoutlet stand pipe must be 80mm PVC Class12 / Copper Class A or 90mm HDPE pipePN12.5.

· The remote outlet valve and couplingmust be within 4 m of the driveway and beunobstructed.

· The centreline of the coupling must be notless than 450 mm and not more than 600mm above the finished ground level.

· The remote outlet stand pipe mustincorporate a ball or gate valve (BritishStandard Pipe (BSP) 65 mm) and coupling(64 mm CFA 3 thread per inch male fitting).

· All fixed above-ground water pipes andfittings required for fire-fighting purposesmust be made of corrosive resistant metals.

· All below-ground water pipes must beinstalled to at least the following depths, 300mm for pipes subject to vehicle traffic; 75mm for pipes under dwellings or concreteslabs; and 225 mm for all other locations.

· All outlets, static water tank, and valvesmust be readily identifiable and appropriateidentification signage to the satisfaction ofCFA must be provided.

SITE CUTTO 223.0

350mm SITE CUT

BUILDING ENVELOPE 18.90m

BUILDING ENVELOPE 18.90m

BUIL

DIN

G E

NVE

LOPE

32.

22m

BUILDINGFOOTPRINT

ALFRESCO

GARAGE

PROPOSEDSHED

FFL 220.80

GFFL 220.71

FFL 223.10

FFL 220.71

1:200


Floor Plan

Erskine290

PROJECT:

CLIENT:

AT:


SHEET:

DRAWN:

DATE:

Proposed Dwelling

Ian & Jodie Philips


NP

28 March '17

TP_DREV

SCALE

SIZE:

A3


DRAWING NAME:

DESIGN TYPE:

N



sqmsqmsqmsqmsqmsqm

232.8239.0321.962.01

135.81295.82

(25.06sqs)(4.20sqs)(2.36sqs)(0.22sqs)

(14.62sqs)(31.84sqs)

900 x 6001,200 x 1,5001,200 x 1,5001,200 x 1,500

1,20

0 x

900

1,80

0 x

900

1,80

0 x

2,70

02,

100

x 1,

500

SGD

1,800 x 1,800 2,100 x 1,500 SGD2,100 x 3,600 Stacker

820

2,20

0 x

4,80

0 p

ane

l lift

doo

r

2,10

0 x

2,40

0

820

820

720

720

820

820

820

820

720

820

720

6202/820

W.M

.

18,900

90 3,000 90 3,000 90 1,770 90 2,660 240

18,350 550

14,6

50

2,43

04,

590

1,35

06,

280

14,6

50

14,6

50

240

2,10

090

4,50

090

1,50

090

5,80

024

0

240

900

902,

400

901,

250

901,

870

901,

500

905,

800

240

240

4,88

090

2,02

090

2,30

090

4,94

0

240

1,60

090

600

950

1,20

0

240

3,70

090

510

902,

600

901,

700

90

240

3,10

090

5109

0 1,09

090

2,02

090

2,53

047

0

3,00

0

710 2,595 710 2,595 710

7,320

240 4,540 90 1,570 90 4,430 90 1,030 90 2,480 90 3,920 90

950 90 3,390 90

9,73

024

0

240 3,430 90 1,020 90 3,000

240 17,270 90 1,300

2,490 90 5,030 90

18,900

470 900 180 840 180

150

900

1,40

0

1,12

0

300

820

5,30

024

0

240 5,090 90 4,720 90 600 1,200 90 6,000 230 200 350

240 1,020 2,500 1,020 90 970 9051090

BEAMSOVER

GLASSPANEL

TR

OHC HP OHC

300 x 1,800 H/LIGHT 300 x 1,800 H/LIGHT300 x 1,800 H/LIGHT

POT POT

DW

920

900

2100

SHW

900

900

REF

P

VB

500

800

VB

500

800

BATH

ROBE

ROBE

ROBE

WIR 2

WIR 1

Ens.

WC

Bed 1

Bed 2Bed 3Bed 4

Porch

GarageL'dry

LoungeFamily

Dining

Kitchen

P'try

Alfresco

Entry

LIN

BRO

OM

Pdr Bath

LIN

EN

VB

500

1500

BEAM OVER BEAM OVER

BEA

M O

VER

BEA

M O

VER

SD

SD

CSD

LOAD BEARING ROOF ABOVE

RAKE

D CEIL

ING

RAKED CEILING

2700 CH

FFL 220.80

GFFL 220.71

1:100

. Figured dimensions take precedenceover scaled dimensions.

. These drawings shall be read inconjunction with all relevant structuraland all other consultants’ drawings/details and with any other writteninstructions issued in the course of thecontract.

. Waterproofing of wet areas, beingbathrooms, showers,shower rooms,laundries, sanitary compartments and thelike shall be provided in accordance withAS 3740-2010: Waterproofing of Domestic Wet Areas.

. Step sizes (other than for spiral stairs) to be:

– Risers (R) 190mm maximum and 115mm minimum – Going (G) 355mm maximum and 240mm minimum – 2R + 1G = 700mm maximum and 550mm minimum – with less than 125mm gap between open treads.

. All windows are nominal only. Builder toconfirm exact sizes and type with windowmanufacturer.

. Articulation joints are to be located inaccordance with the relevant standards,and to the satisfaction of the buildingsurveyor.

Floor Plan Notes

Hot Water Service

Downpipe(square or round)

Articulation Joint

Meter Box Location

AJ

HWS

BOXMETER

DP

Exhaust Fan

Smoke Detector

Legend

SHWS DENOTES SOLAR HOT WATER SERVICE

SD


Elevations

Erskine290

PROJECT:

CLIENT:

AT:


SHEET:

DRAWN:

DATE:

Proposed Dwelling

Ian & Jodie Philips


NP

28 March '17

TP_DREV

SCALE

SIZE:

A3


DRAWING NAME:

DESIGN TYPE:

N



sqmsqmsqmsqmsqmsqm

232.8239.0321.962.01

135.81295.82

(25.06sqs)(4.20sqs)(2.36sqs)(0.22sqs)

(14.62sqs)(31.84sqs)

5,06

5 O

/A H

EIG

HT

1,000

902,

700

1,68

6C

UT1,

210

CUT

1,000 1,000

COLORBOND SHEET ROOF @ 16° PITCHCOLORBOND FASCIA & GUTTER

FACE BRICKWORK

COLORBOND SHEET ROOF@ 3° PITCHCOLORBOND FASCIA &GUTTER

RENDEREDCOLUMN

MAX. 45° MATTERMAX. HEIGHT 2m

NGL

CL 223.50

FFL 220.80GFFL 220.71

NGL

NGL

902,

700

1,000

1,46

0FI

LL

COLORBOND SHEET ROOF @ 16° PITCHCOLORBOND FASCIA & GUTTERCOLORBOND SHEET ROOF @ 8° PITCH

COLORBOND FASCIA & GUTTER

2,200 X 4,800 PANEL LIFT DOOR

FACEBRICKWORK

WEATHERBOARDCLADDING

FEATURE CLADDING

RENDERED COLUMN

CL 223.50

FFL 220.80

NGL

GFFL 220.71

NGL

2,70

0

1,50

0FI

LL

1,08

0C

UT

1,000

4,43

5 O

/A H

EIG

HT


FACEBRICKWORK

COLORBOND SHEETROOF @ 8° PITCHCOLORBOND FASCIA& GUTTER

WEATHERBOARD CLADDINGHIGHLIGHT WINDOWS


CL 223.50

FFL 220.80NGL

NGL

2,70

0

1,000


FACEBRICKWORK


CL 223.50

FFL 220.80

NGL

NGLNGL

1:100

1:100

1:100

1:100

1:100

South-West Elevation

South-East Elevation

North-West Elevation

North-East Elevation


Shed Plans

Erskine290

PROJECT:

CLIENT:

AT:


SHEET:

DRAWN:

DATE:

Proposed Dwelling

Ian & Jodie Philips


NP

28 March '17

TP_DREV

SCALE

SIZE:

A3


DRAWING NAME:

DESIGN TYPE:

N



sqmsqmsqmsqmsqmsqm

232.8239.0321.962.01

135.81295.82

(25.06sqs)(4.20sqs)(2.36sqs)(0.22sqs)

(14.62sqs)(31.84sqs)

9,05

4

15,000

3,00

03,

054

3,00

0

9,05

4

3,00

03,

054

3,00

0

15,000

FFL 223.10

CONCRETE FLOOR

4,86

0A

PEX

HEI

GH

T2,

970

1,000

2,00

0C

UT

COLORBONDTRIMCLAD

COLORBOND TRIMCLADSHEET ROOF @ 10° PITCHCOLORBOND FASCIA &GUTTER

COLORBOND TRIMCLAD SHEETROOF @ 20° PITCH COLORBONDFASCIA & GUTTER

COLORBONDSTEEL DOOR

ALUMINIUM FRAMEDWINDOWS


FFL 223.10

NGL

NGL

4,86

0A

PEX

HEI

GH

T2,

970

1,000

1,000

2,00

0C

UT

1,28

0FI

LL

COLORBONDTRIMCLAD



COLORBOND ROLLERDOORS


FFL 223.10 NGL

NGL

4,86

0A

PEX

HEI

GH

T2,

970

1,000

365

CUT

500

CUT

1,15

5FI

LLCOLORBONDTRIMCLAD



ALUMINIUM FRAMEDWINDOWSMAX. 45° MATTER

MAX. HEIGHT 2m

FFL 223.10NGL

NGL

4,86

0A

PEX

HEI

GH

T

2,97

0

1,000

2,00

0C

UT

COLORBONDTRIMCLAD




FFL 223.10

NGL

1:100

1:100

1:100

1:1001:100

South-West Elevation

South-East Elevation

North-West ElevationNorth-East Elevation

COLOUR SCHEDULE

BRICKS – SELKIRK ‘MUSKET HAZE’

RENDER COLUMN/ WEATHERBOARD

CLADDING PAINT – HAYMES

COLORBOND – WALLABY

ROOF/GUTTERS/DOWNPIPES/WINDOWS

– COLORBOND ‘WINDSPRAY’

GARAGE DOOR – GLIDEROL –

‘TUSCAN – CEDAR’

FEATURE CLADDING PAINT –

HAYMES COLORBOND – DUNE

ADDRESS:


CLIENT:

Ian & Jodie Phillips

COLOUR SCHEDULE

SHED ROOF & WALLS – COLORBOND

‘WINDSRAY’

ADDRESS:


CLIENT:

Ian & Jodie Phillips

Proposed Development Property Boundaries

Access Road Building Envelope Defendable Space Water Tank for CFA Use Water Outlet

Defendable Space Outbuilding

Reference#

BMP1786

Construction Requirements The construction requirements of the dwelling will comply with a BAL 29 The proposed outbuilding shall be separated from the adjacent dwellings by:

a) A wall that extends to the underside of a non-combustible roof covering and has an FRL of not less than 60/60/60 for loadbearing walls and -/60/60 for non-loadbearing walls when tested from the attached structure side. Any openings in the wall shall be protected in accordance with the following: i) Doorways – by FRL -/60/30 self-closing fire doors ii) Windows – by FRL -/60/- fire windows permanently fixed in the closed position. iii) Other openings – by construction with an FRL not less than -/60-.

Defendable Space Vegetation Management Area 10m or up to property’s boundary from the edges of the outbuilding;

Defendable Space Vegetation Management Area 32m or up to property’s boundary from the edges of the dwelling:

• Grass must be short cropped and maintained during the declared fire danger period.

• All leaves and vegetation debris must be removed at regular intervals during the declared fire period.

• Within 10 metres of a building, flammable objects must not be located close to vulnerable parts of the building.

• Plant greater than 10 centimetres in height must not be placed within 3 metres of a window or glass feature of the building.

• Shrubs must not be located under the canopy of trees. • Individual clumps of shrubs must not exceed 5m2 in area and must be

separated by at least 5 metres. • Trees must not overhang or touch any elements of the building. • The canopy of trees must be separated by at least 5 metres. • There must be a clearance of at least 2 metres between the lowest tree

branches and ground level.

Access No construction and design requirements for vehicle access as long as a fire truck can get within 4m of the water supply without entering the property, else; • All-weather construction. • A load limit of at least 15 tonnes. • Provide a minimum trafficable width of 3.5 metres. • Be clear of encroachments for at least 0.5 metres on each side and

at least 4 metres vertically. • Curves must have a minimum inner radius of 10 metres. • The average grade must be no more than 1 in 7 (14.4%) (8.1°) with a

maximum grade of no more than 1 in 5 (20%) (11.3°) for no more than 50 metres

Water A non-combustible water tank/s with a static water supply of 10,000 litres reserve capacity of water dedicated solely to firefighting purposes: -The water must be stored in an above-ground concrete or metal water tank. -Incorporating an additional ball or gate valve to provide access to the water supply for the occupants of the dwelling for firefighting purposes. -The tank must be located to achieve gravity feed from the water supply to the remote outlet. -All below-ground water pipes and fittings including the tank outlet to the remote outlet stand pipe must be 80mm PVC Class 12 / Copper Class A or 90mm HDPE pipe PN12.5. -The remote outlet valve and coupling must be within 4 m of the driveway and be unobstructed. -The centreline of the coupling must be not less than 450 mm and not more than 600 mm above the finished ground level. -The remote outlet stand pipe must incorporate a ball or gate valve (British Standard Pipe (BSP) 65 mm) and coupling (64 mm CFA 3 thread per inch male fitting). -All fixed above-ground water pipes and fittings required for fire-fighting purposes must be made of corrosive resistant metals. -All below-ground water pipes must be installed to at least the following depths, 300 mm for pipes subject to vehicle traffic; 75 mm for pipes under dwellings or concrete slabs; and 225 mm for all other locations -All outlets, static water tank, and valves must be readily identifiable and appropriate identification signage to the satisfaction of CFA must be provided.

7-Apr-17 Bushfire Management Plan 34 FIRST AVENUE COCKATOO 3781

Form 2 NOTICE OF AN APPLICATION FOR PLANNING PERMIT · PDF fileNOTICE OF AN APPLICATION FOR...

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