NOTICE OF AN APPLICATION FOR PLANNING PERMIT · If you need help to complete this form, read MORE INFORMATION at the back of this form. Any material submitted with this application,

Form 2

NOTICE OF AN APPLICATION FOR PLANNING PERMIT

The land affected by the application is located at:

3912 Whittlesea-Yea Road FLOWERDALE, (CON: 156724)

The application is for a permit to: Use and development of the land for the purpose of a dwelling

The applicant for the permit is: R L Shanks

The application reference number is: 2019/116 You may look at the application and any documents that support the application at the website or the office of the responsible authority at:

www.murrindindi.vic.gov.au/PlanningComment

Murrindindi Shire Council Perkins Street ALEXANDRA 3714 Or Civic Centre The Semi Circle YEA 3717

Viewing of the application can be done during office hours and is free of charge. 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, with the full name and postal address of the objector and include the reasons for the objection, and state how the objector would be affected. The responsible authority must make a copy of every objection available at its office for any person to inspect during office hours free of charge until the end of the period during which an application may be made for review of a decision on the application.

The responsible authority will not decide on the application before:

2nd October 2019

If you object, the responsible authority will tell you its decision. Note: Objections must be received at the Alexandra Office and can be faxed from the Yea and Kinglake Offices. It is important that any objections lodged at the Kinglake and Yea offices are brought to staff attention at the Alexandra Office to ensure they are considered as part of the

planning permit process. The planning unit can be contacted on (03) 5772 0317 or [email protected].

This copied document is made available for the sole purpose of enabling its consideration and review as part of a planning process under the Planning and Environment Act 1987. The document must not be used for any purpose which may breach any Copyright or Privacy Laws.

http://www.murrindindi.vic.gov.au/PlanningComment

http://www.murrindindi.vic.gov.au/PlanningComment

Office Use Only

VicSmart? YES NO

Specify class of VicSmart application:

Application No.: Date Lodged: / /

Application for a Planning PermitIf you need help to complete this form, read MORE INFORMATION at the back of this form.

Any material submitted with this application, including plans and personal information, will be madeavailable for public viewing, including electronically, and copies may be made for interested parties forthe purpose of enabling consideration and review as part of a planning process under the Planningand Environment Act 1987. If you have any concerns, please contact Council’s planning department.

Questions marked with an asterisk (*) must be completed.

If the space provided on the form is insufficient, attach a separate sheet.

Click for further information.i

Formal Land Description *Complete either A or B.

This information can be found on the certificate of title.

If this application relates to more than one address, attach a separate sheet setting out any additional property details.

The Land i

Address of the land. Complete the Street Address and one of the Formal Land Descriptions.

Postcode:Suburb/Locality:

Street Address *St. No.:Unit No.: St. Name:

Lot No.: No.:A

OR

B Crown Allotment No.: Section No.:

Parish/Township Name:

Lodged Plan Title Plan Plan of Subdivision

Application for a Planning Permit | Combined Page 1

Application TypeIs this a VicSmart application?*

No YesIf yes, please specify which VicSmart class or classes: ...................................................................................................................................

If the application falls into one of the classes listed under Clause 92 or the schedule to Clause 94, it is a VicSmart application.

Has there been a pre-application meeting with a Council planning officer?

No Yes If ‘Yes’, with whom?:

Date: day / month / year

Pre-application Meeting

Planning EnquiriesPhone: (03) 5772 0317Email: [email protected]: www.murrindindi.vic.gov.au


For what use, development or other matter do you require a permit? *

i

The ProposalYou must give full details of your proposal and attach the information required to assess the application. Insufficient or unclear information will delay your application.

Provide additional information about the proposal, including: plans and elevations; any information required by the planning scheme, requested by Council or outlined in a Council planning permit checklist; and if required, a description of the likely effect of the proposal.

Estimated cost of any development for which the permit is required *

i

Cost $ You may be required to verify this estimate. Insert ‘0’ if no development is proposed.

If the application is for land within metropolitan Melbourne (as defined in section 3 of the Planning and Environment Act 1987) and the estimated cost of the development exceeds $1 million (adjusted annually by CPI) the Metropolitan Planning Levy must be paid to the State Revenue Office and a current levy certificate must be submitted with the application. Visit www.sro.vic.gov.au for information.

Describe how the land is used and developed now *For example, vacant, three dwellings, medical centre with two practitioners, licensed restaurant with 80 seats, grazing.

Existing Conditions i

Provide a plan of the existing conditions. Photos are also helpful.

Title Information i

Encumbrances on title *

Provide a full, current copy of the title for each individual parcel of land forming the subject site. The title includes: the covering ‘register search statement’, the title diagram and the associated title documents, known as ‘instruments’, for example, restrictive covenants.

Does the proposal breach, in any way, an encumbrance on title such as a restrictrive covenant, section 173 agreement or other obligation such as an easement or building envelope?

Yes (If ‘yes’ contact Council for advice on how to proceed before continuing with this application.)

No

Not applicable (no such encumbrance applies).



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

Information requirements

Contact Council’s planning department to discuss the specific requirements for this application and obtain a planning permit checklist.

Is the required information provided? Yes No

Remember it is against the law to provide false or misleading information, which could result in a heavy fine and cancellation of the permit.

I declare that I am the applicant; and that all the information in this application is true and correct; and the owner (if not myself) has been notified of the permit application.

Date: day / month / year

Declaration i

This form must be signed by the applicant *


Applicant and Owner DetailsProvide details of the applicant and the owner of the land.

Applicant *

The person who wants the permit.

Organisation (if applicable):Postal Address: If it is a P.O. Box, enter the details here:

Title: First Name: Surname:

Postcode:State:Suburb/Locality:

St. No.:Unit No.: St. Name:

Name:

Contact person’s details* Same as applicant

Organisation (if applicable):

Where the preferred contact person for the application is different from the applicant, provide the details of that person.



Name:


Contact information for applicant OR contact person below

Mobile phone: Fax:

Please provide at least one contact phone number *

Owner *

The person or organisation who owns the land

Where the owner is different from the applicant, provide the details of that person or organisation.

Organisation (if applicable):

Owner’s Signature (Optional): Date: day / month / year



Same as applicantName:


Postal Address: If it is a P.O. Box, enter the details here:

Postal Address: If it is a P.O. Box, enter the details here:

i


Checklist i

Have you:

Filled in the form completely?

Paid or included the application fee?

Provided all necessary supporting information and documents?

A full, current copy of title information for each individual parcel of land forming the subject site.

A plan of existing conditions.

Plans showing the layout and details of the proposal.

Any information required by the planning scheme, requested by council or outlined in a council planning permit checklist.

If required, a description of the likely effect of the proposal (for example, traffic, noise, environmental impacts).

If applicable, a current Metropolitan Planning Levy certificate (a levy certificate expires 90 days after the day on which it is issued by the State Revenue Office and then cannot be used). Failure to comply means the application is void.

Completed the relevant council planning permit checklist?

Signed the declaration above?

Most applications require a fee to be paid. Contact Council to determine the appropriate fee.

LodgementLodge the completed and signed form, the fee and all documents with:

i

Need help with the Application? If you need help to complete this form, read More Information at the end of this form.

For help with a VicSmart application see Applicant’s Guide to Lodging a VicSmart Application at www.planning.vic.gov.au

General information about the planning process is available at www.planning.vic.gov.au

Assistance can also be obtained from Council’s planning department.

i


Deliver application in person, by post or by electronic lodgement.

Murrindindi Shire Council PO Box 138 Alexandra VIC 3714 Shire Offices Perkins Street Alexandra VIC 3714

Contact information: Phone: (03) 5772 0317Fax: (03) 5772 2291Email: [email protected]


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

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

VOLUME 09543 FOLIO 747 Security no : 124073541130S Produced 21/08/2018 04:52 pm

LAND DESCRIPTION

Land in Plan of Consolidation 156724. PARENT TITLES : Volume 09050 Folio 733 to Volume 09050 Folio 734 Created by instrument CP156724 02/03/1984

REGISTERED PROPRIETOR

Estate Fee Simple Sole Proprietor REBEKAH LEE SHANKS of 29 RIALTON AVENUE BLACKBURN NORTH VIC 3130 AQ711611U 08/02/2018

ENCUMBRANCES, CAVEATS AND NOTICES

MORTGAGE AQ711612S 08/02/2018 INDIGENOUS BUSINESS AUSTRALIA Any encumbrances created by Section 98 Transfer of Land Act 1958 or Section 24 Subdivision Act 1988 and any other encumbrances shown or entered on the plan or imaged folio set out under DIAGRAM LOCATION below.

DIAGRAM LOCATION

SEE CP156724 FOR FURTHER DETAILS AND BOUNDARIES

ACTIVITY IN THE LAST 125 DAYS

NIL ------------------------END OF REGISTER SEARCH STATEMENT------------------------ Additional information: (not part of the Register Search Statement) Street Address: 3912 WHITTLESEA-YEA ROAD FLOWERDALE VIC 3717 DOCUMENT END

Copyright State of Victoria. This publication is copyright. No part may be reproduced by any process except in accordance with the provisions of the CopyrightAct 1968 (Cth) and for the purposes of Section 32 of the Sale of Land Act 1962 (Vic) or pursuant to a written agreement. The information is only valid at the timeand in the form obtained from the LANDATA REGD TM System. The State of Victoria accepts no responsibility for any subsequent release, publication orreproduction of the information.

REGISTER SEARCH STATEMENT (Title Search) Transfer of Land Act 1958

Page 1 of 1

Title 9543/747 Page 1 of 1


Imaged Document Cover Sheet

The document following this cover sheet is an imaged document supplied by LANDATA®, Land Use Victoria.

Document Type Plan

Document Identification CP156724

Number of Pages

(excluding this cover sheet)

1

Document Assembled 14/06/2019 08:23

Copyright and disclaimer notice:© State of Victoria. This publication is copyright. No part may be reproduced by any process exceptin accordance with the provisions of the Copyright Act and for the purposes of Section 32 of the Saleof Land Act 1962 or pursuant to a written agreement. The information is only valid at the time and inthe form obtained from the LANDATA® System. The State of Victoria accepts no responsibility forany subsequent release, publication or reproduction of the information.

The document is invalid if this cover sheet is removed or altered.



NO. 3912

13.28ha

3

0

2

°

0

0

'

0

0

"

1

3

9

.

2

1

m

PROPOSED

RESIDENCE

SITE PLANSCALE 1:1000

GO

VE

RN

ME

NT

R

OA

D

GOVERNMENT ROAD

2

1

2

°

0

5

'

0

0

"

6

3

2

.

4

7

m

91°42'00"

323.88m

1

0

7

°

5

9

'0

0

"

1

3

3

.

1

1

m

359°54'00"

180.64m

3°38'00"

128.57m

357°18'00"

200.77m

5

7

°

2

2

'

0

0

"

6

.

1

3

m

23.77mapprox

145.42

map

prox

168.44mapprox setback

BAL - 12.5

TYPE:

CODE:

JOB ADDRESS:

TIME:

DRAFT No:

© COPYRIGHT IN WHOLE OR IN PART

ALWAYS USE WRITTEN DIMENSIONS.DO NOT SCALE DRAWINGS.

ANY WORK OR MAKING ANY SHOP DRAWINGS.AND LEVELS AT THE JOB PRIOR TO COMMENCINGCONTRACTOR MUST VERIFY ALL DIMENSIONSBUILDER:

SHEET: DESIGN TYPE:

ISSUE:

REVISION:

CLIENT:

JOB No:

PLANS APPROVED:

SIGNATURE: ..................................................................................CLIENT

DATE: ............/............/............

DRAWN:

DATE: SCALE:

CHECKED:

NO. 3912 WHITTLESEA-YEA ROAD

FLOWERDALE, VIC 3717

MARYBOROUGH - STD

196201

3:30 PM

PRE-FINAL

01 SECOND GENERATION BUILDERS

1 PLANE STREET

SHEPPARTON VIC 3630

PH. 0407 539 030

IBNHBI1:100019/09/2018

DA - DPAD

STL

REBEKAH SHANKS


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ASSESSMENT LEVEL

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BUSHFIRE

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BUILDER TO VERIFY ALL BOUNDARY DIMENSIONS PRIOR TO SETTING OUT. NO BUILDING WORKS ARE TO ENCROACH OVER THE TITLE BOUNDARY INCLUSIVE OF ANY EQUIPMENT USED ON, OVER, UNDER OR IN AIR SPACE OF THE ADJOINING PROPERTIES WITHOUT OBTAINING ADJOINING OWNERS CONSENT VIA PROTECTION WORKS NOTICES PURSUANT TO PART 7 OF THE BUILDING ACT 1993 AND & BUILDING REGULATION 602. DRAINER MUST REFER TO START WORK NOTICE FOR SEWER POINT LOCATION. SEWERAGE AND SULLAGE TO CONNECT TO SEWERAGE MAIN AS DIRECTED BY LOCAL AUTHORITIES. SITE TO BE SCRAPED LEVEL OVER PROPOSED BUILDING AREA WITH FINISHED GROUND TO BE GRADED AWAY FROM BUILDING. BEFORE & DURING CARRYING OUT OF BUILDING WORK & EXCAVATIONS, THE ALLOTMENT SHOULD BE FENCED OR OTHERWISE GUARDED AGAINST BEING A DANGER TO LIFE OR PROPERTY. THE MAXIMUM GRADIENT OF THE DRIVEWAY SHALL NOT EXCEED 1:5.

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SITE PLAN NOTE:

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PROVIDE 90mm DIAMETER P.V.C STORMWATER PIPE WITH MINIMUM FALL OF 1:100. STORMWATER DRAIN LAYOUT IS INDICATIVE ONLY & WILL BE LAID AT THE DRAINERS' DISCRETION. PROVIDE SELECTED DOWNPIPES AT 12.0m MAXIMUM CENTRES. STORM WATER TO BE DISCHARGED ON SITE.

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STORMWATER DRAIN NOTE:

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NO RESCODE ANALYSIS NEEDED AS DWELLING IS ON A LARGE BLOCK WITH ADJOINING PROPERTIES FURTHER THAN 9.0M AWAY.

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RESCODE SITE ANALYSIS:

shr.

1809

tr

s

RA

21

12

sq

.

op

en

in

g

82

0

820820

wardrobe

3 sld drs

wardrobe

3 sld drs

ubo

82

0 csd

2x520

store / broom

82

0

820 csd

82

0

approx. location of

roof solar panels

820820

lin.dry.

shr.

0909

1525 bath

820

82

0

820

wardrobe

3 sld drs

family meals

entry

livingbed 1

wir

ens.wc

2ndkitch.kitch.

l'drybed 4

bed 2bed 3

pwd

bath

outsideliving

21110

100

2655

100

2650

100

2655

100

6230

901800

901800

903490

903500

90903360

901910

901900

901000

90910

90

9075010320

90902000

903900

271090

100x100 SHS posts

verandah

90

90

600

1000

3950

90

1100

90

4300

90

90

4600

90

950

90

5490

90

90

2650

90

510

90

2900

90

1000

90

380

0

90

100

3550

690

1104020008070

90

4680

90

4200

90

2000

90

2810

90

1000

90

1000

90

2810

90 90

900

90

1800

90

4680

90

4200

90

2000

90

3900

90

3900

90

17050

3650

11400

100

3550

4290

90

5640

1100

90

510

90

3700

90

90

3730

90

510

90

1220

90

90

3240

90

2310

90

1100

90

4300

90

FLOOR PLAN LEGEND:

DP

450450

450

90

DPSP

DP

DP

DP

DP

17050

3650

11400600

3400

90

wm

space

mw

space

dwspace

ref

space

dw

space

1818 1818 1818 1818 1818

obs

sl

820

18

09

04

15

ob

s sa

fe

ty g

la

ss

2115 sld10152136 sld

10182112

1818 2112

90

1015

obs safety glass

10

06

ob

s

82

0

100 100

3400 3400

100

3400

100

3400

100

30.51

238.25

44.62

Residence

Outside Liv.Verandah

TOTAL 313.38

sqm

FLOOR PLANSCALE 1:100

sqmsqm

sqm

100x100 SHS posts

2000

100

1900

2000

1900

100

100

3400

100

DP

90

DP

DP

timber decking

timber decking

7890 6290

3500

1200

150mm step down

1

2

3

DN

DN

1

DN

1

1

DN

2

3

4

2

3

4

2 3 4

floating timber flooring

floating timber flooring

floating timber

flooring

floating timber

flooring

carpet

carpet

carpet

carpet

carpet

carpet

TYPE:

CODE:

JOB ADDRESS:

TIME:

DRAFT No:




SHEET: DESIGN TYPE:

ISSUE:

REVISION:

CLIENT:

JOB No:

PLANS APPROVED:


DATE: ............/............/............

DRAWN:

DATE: SCALE:

CHECKED:



MARYBOROUGH - STD

196202

3:30 PM

PRE-FINAL


1 PLANE STREET

SHEPPARTON VIC 3630

PH. 0407 539 030

IBNHBI1:10019/09/2018

DA - DPAD

STL

REBEKAH SHANKS


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EXHAUST FAN

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SMOKE DETECTOR

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ELECTRICAL METERBOARD (TBD)

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DOWNPIPE LOCATION

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SOLAR HOT WATER SERVICE

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MANHOLE (CEILING ACCESS)

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(DISCHARGE TO OUTSIDE AIR)

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(INTERCONNECTED)

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S

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MH

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MSB

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hws

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S

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S

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MSB

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hws

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MH

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WINDOWS AND DOOR SIZES SHOWN ARE NOMINAL. BUILDER TO USE WINDOW MANUFACTURERS NEAREST STOCK SIZES.

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WINDOW SIZE NOTE:

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SOLAR HOT WATER HEATER SYSTEM IS TO HAVE 60% SOLAR GAIN INSTALLED IN ACCORDANCE WITH THE PLUMBING REGULATIONS 2008.

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SOLAR HOT WATER NOTE:

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ALL EXTERNAL WALL DIMENSIONS ARE MEASURED TO THE WALL FRAME ONLY AND DO NOT INCLUDE THE THICKNESS OF THE WEATHERBOARD CLADDING.

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EXTERNAL CLADDING NOTE:

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ALL WALL FRAMING TO BE PRE-FABRICATED TO MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH CURRENT BCA & COMPLY TO AS1684 - 2010.

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PRE-FABRICATED TIMBER FRAMING NOTE:

SCALE 1:100

WEST ELEVATION

F.C.L

F.F.L

2400

2

2

.5

°

r

o

o

f p

itc

h

5.4

8mov

erall

build

ing

heig

ht

100x100 SHS post

selected aluminium sliding

windows throughout

DP DP DPDP

selected sheet roof

obscure glazing

min

210

0 H

H

no. of timber steps to be

determined on site by builder

F.C.L

F.F.L

SCALE 1:100

NORTH ELEVATION

2

2

.

5

°

r

o

o

f

p

it

c

h

DP DP DP DP

5° roof pitch

obscure glazing

selected weatherboard

cladding

no. of timber steps to be

determined on site by builder

SCALE 1:100

SOUTH ELEVATION

2

2

.5

°

r

o

o

f p

itc

h

2400

DP

obscure safety glass

5°

roof pitch

DP DP DP

2400

2

2

.5

°

r

o

o

f p

itc

h

F.C.L

F.F.L

SCALE 1:100

EAST ELEVATION

DPDP DP DPDP

obscure safety glass

approx. location of

roof solar panels

100x100 SHS posts

TYPE:

CODE:

JOB ADDRESS:

TIME:

DRAFT No:




SHEET: DESIGN TYPE:

ISSUE:

REVISION:

CLIENT:

JOB No:

PLANS APPROVED:


DATE: ............/............/............

DRAWN:

DATE: SCALE:

CHECKED:



MARYBOROUGH - STD

196203

3:30 PM

PRE-FINAL


1 PLANE STREET

SHEPPARTON VIC 3630

PH. 0407 539 030

IBNHBI1:10019/09/2018

DA - DPAD

STL

REBEKAH SHANKS


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PROVIDE STRUCTURAL BRACING IN ACCORDANCE WITH AS1684 - 2010.

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ALL WALL FRAMING TO BE PRE-FABRICATED TO MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH CURRENT BCA & COMPLY TO AS1684 - 2010.

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PRE-FABRICATED TIMBER FRAMING NOTE:

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WINDOWS AND DOOR SIZES SHOWN ARE NOMINAL. BUILDER TO USE WINDOW MANUFACTURERS NEAREST STOCK SIZES.

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WINDOW SIZE NOTE:

C.L

F.L

450mm eaves

overhang

2

2

.

5

°

r

o

o

f

p

it

c

h

2440

over

all

pla

tes

meals livingalfresco

TYPICAL SECTIONSCALE 1:100

100x100 SHS posts

90 x 45 MGP10 pine rafters

@ 600 crs, pitched off

whaling plate, bolted to wall

190 x 35 treated pine

verandah beam

100x100 SHS posts

to engineers details

sub floor design

timber roof trusses to

manufacturers specifications

verandahselected

decking

selected sheet roof

timber roof trusses to

manufacturers specifications

interior plasterboard wall &

ceiling lining throughout

footings to engineers design

(see energy report)

ceiling insulation

frames (see energy rating)

fascia and gutter

'Colorbond'

selected sheet roof

eaves lining

painted FC sheet

19x19 timber quad

450 EAVES OVERHANG

SCALE 1:10

TYPICAL EAVES DETAIL

tim

b

e

r

r

o

o

f tr

u

s

s

e

s

insulated walls

top plates

plasterboard wall lining

on furring channel

selected cornice

plasterboard ceiling lining

vapour permeable wall wrap

(min.value 4ug/Ns)

vapour permeable wrap

under battens(min.value 4ug/Ns)

roof trusses at

22.5° pitch

SPECIFICATION:

TYPE:

CODE:

JOB ADDRESS:

TIME:

DRAFT No:




SHEET: DESIGN TYPE:

ISSUE:

REVISION:

CLIENT:

JOB No:

PLANS APPROVED:


DATE: ............/............/............

DRAWN:

DATE: SCALE:

CHECKED:



MARYBOROUGH - STD

196204

3:30 PM

PRE-FINAL


1 PLANE STREET

SHEPPARTON VIC 3630

PH. 0407 539 030

IBNHBI1:10019/09/2018

DA - DPAD

STL

REBEKAH SHANKS


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ALL FLASHING TO BE INSTALLED IN ACCORDANCE WITH AS/NZS 2904 - 1995.

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PROVIDE STRUCTURAL BRACING IN ACCORDANCE WITH AS 1684 - 2010.

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ALL TRUSSES TO BE DESIGNED TO BE SUPPORTED BY ALL EXTERNAL WALLS FOR BOTH DEAD AND WIND LOADS.

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TRUSS MANUFACTURER TO NOTE:

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STEEL BRICKWORK LINTEL SCHEDULE: REFERENCE: PAGE 23 OF ONE STEEL MANUAL 'STRUCTURAL STEEL IN HOUSING'

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B/WORK

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500

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1000

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1500

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2000

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2500

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3000

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LENGTH

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CLEAR SPAN OF OPENINGS (mm)

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75X75X6

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75X75X6

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75X100X6

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75X100X6

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75X100X6

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75X100X6

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1200

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1000

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75X75X6

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75X100X6

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75X100X6

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75X100X6

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75X100X6

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75X100X6

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1500

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1200

AutoCAD SHX Text

75X100X6

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75X100X6

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75X100X6

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100X100X6

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100X100X6

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100X100X6

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1800

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1500

AutoCAD SHX Text

75X100X6

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75X100X6

AutoCAD SHX Text

100X100X6

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100X100X6

AutoCAD SHX Text

100X100X6

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100X100X6

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2100

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1800

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75X100X6

AutoCAD SHX Text

100X100X6

AutoCAD SHX Text

100X100X6

AutoCAD SHX Text

100X100X6

AutoCAD SHX Text

100X100X6

AutoCAD SHX Text

100X100X6

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2400

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2100

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100X100X6

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100X100X6

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100X100X6

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150X90X8

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2700

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2400

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150X90X8

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3000

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ENGINEERED

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3300

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NOTE:

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FIRST DIMENSION CORRESPONDS TO VERTICAL LINTEL LEG

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MAYBE USED AS FOLLOWS:

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AS1288-2006 EXCEPT THAT ORDINARY ANNEALED GLASS

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SAFETY GLAZING MATERIAL IN ACCORDANCE WITH

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ABUTTING FINISHED FLOOR LEVEL SHALL BE GRADE A

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PANEL IS LESS THAN 500mm FROM THE HIGHEST

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GLAZING WHERE THE LOWEST SIGHT LINE OF THE GLAZING

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CLEARLY MARKED WITH SAFETY MARKINGS. ALL FRAMED

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WITH AS1288. ALL GLASS SLIDING DOORS SHALL BE

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ALL GLAZING SHALL BE CARRIED OUT IN ACCORDANCE

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TO COMPLY WITH AS 1684 - 2010

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MAXIMUM GLAZING PANEL AREA STANDARD

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NOMINAL THICKNESS

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UP TO AND INCLUDING 0.1 sqm 3mm

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ALL GLAZING TO BE STANDARD NOMINAL THICK CLEAR

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ANNEALED UNLESS SHOWN OTHERWISE ON ELEVATIONS.

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PROVIDE CERAMIC FLOOR TILES TO ALL WET AREAS AND

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CERAMIC WALL TILES TO BEHIND WALLS TO A HEIGHT OF

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MIN. 2045mm ABOVE SHOWERS AND MIN. 150mm FOR SINKS,

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BUILDER TO PROVIDE TRUSS COMPUTATIONS TO BUILDING

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SURVEYOR PRIOR TO FRAME INSPECTION WHEN TRUSSES

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BASINS ETC. UNLESS OTHERWISE SPECIFIED OR NOTED.

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ARE NOMINATED ON DRAWINGS.

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GLAZING:

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WET AREAS:

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INSULATION:

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TRUSSES:

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AS NOTED OR AS SPECIFIED IN ENERGY RATING REPORT.

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(FOR TRUSSED ROOF CONSTRUCTION - SHEET ROOF)

H

RA

H H H H

H H

H

ELECTRICAL LEGEND:LIGHT POINT

DOWNLIGHT POINT

WALL MOUNTED LIGHT POINT

EX. FLOOD LIGHT POINT

FLUORESCENT LIGHT POINT

TASTIC COMBINATION

SINGLE POWER POINT

DOUBLE POWER POINT

EX. WEATHERPROOF DOUBLE POWER POINT

EXHAUST FAN

SMOKE DETECTOR INTERCONNECTED

DUCTED HEATING OUTLET (GUIDE ONLY)

MANHOLE (CEILING ACCESS POINT)

ELECTRICAL METERBOARD

TELEVISION POINT

TELECOMMUNICATIONS POINT

CEILING FAN

EX. WEATHERPROOF SINGLE POWER POINT

GARDEN TAP

HOT WATER SYSTEM

DOOR BELL

SPLIT SYSTEM

SPLIT SYSTEM CONDENSOR

TRACK LIGHTING

MOVEMENT SENSOR FOR LIGHT

STAIR LIGHT 450MM ABOVE FFL

PENDANT

ENERGY EFFICIENT DOWNLIGHT POINT

ENERGY EFFICIENT LIGHT POINT

DUCTED COOLING OUTLET (GUIDE ONLY)

TAP

DATA POINTDATA

H

TV

FAN & LIGHT COMBINATION

C

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S

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S

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MSB

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hws

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MSB

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865MM MIN. ABOVE FINISHED SURFACE LEVEL OF STAIR NOSING

OR RAMP, AND

VERTICAL WITH LESS THAN 125MM GAP BETWEEN, AND

ANY HORIZONTAL ELEMENT WITHIN THE BARRIER BETWEEN 150MM AND 760MM ABOVE THE FLOOR MUST

NOT FACILITATE CLIMBING WHERE CHANGES IN LEVEL EXCEEDS 4000MM ABOVE THE SURFACE BENEATH

LANDINGS, RAMPS AND/OR TREADS.

WIRE BARRIER CONSTRUCTION TO COMPLY WITH NCC 2016 BCA PART 3.9.2.3 FOR CLASS 1 AND 10

BUILDINGS AND NCC 2016 BCA VOLUME 1 PART D2.16 FOR OTHER CLASSES OF BUILDINGS.

TOP OF HAND RAILS TO BE MINIMUM 865MM VERTICALLY ABOVE STAIR NOSING AND FLOOR SURFACE OF

RAMPS.

WINDOWS/GLAZING:

ALL WINDOWS SHALL CONFORM TO A.S 2047 - 2014 AND ALL GLAZING TO AS 1288 -2006 & BCA PART 3.6. GLAZING

WITHIN 2000MM OF THE F.F.L IN BATHROOMS OR ENSUITES IS TO BE GRADE A SAFETY GLASS

WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZE MAY VARY ACCORDING TO

MANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND.

WHERE THE BUILDING (EXCLUDES A DETACHED CLASS 10) IS LOCATED

IN A TERMITE PRONE AREA THE BUILDING IS TO BE PROVIDED WITH A

TERMITE MANAGEMENT SYSTEM.

CONCRETE STUMPS:

UP TO 1400MM LONG TO BE 100MM X 100MM(1 NO. H.D. WIRE)

1401MM TO 1800MM LONG TO BE 100MM X 100MM(2 NO. H.D. WIRES)

1801MM TO 3000MM LONG TO BE 125MM X 125MM(2 NO. H.D. WIRES)

100MM X 100MM STUMPS EXCEEDING 1200MM ABOVE GROUND LEVEL TO BE BRACED WHERE NO

PERIMETER BASE BRICKWORK PROVIDED.

TOILET DOORS ARE TO BE FITTED WITH REMOVABLE HINGES, OR ARE TO SWING OUT, OR BE SLIDING

WHERE THE HINGE SIDE OF DOORWAY IS WITHIN 1200MM OF THE PAN

SMOKE ALARMS TO BE INSTALLED IN ACCORDANCE WITH B.C.A PART 3.7.2. SMOKE ALARMS MUST BE

CONNECTED DIRECTLY TO MAINS POWERS AND INTERCONNECTED

MECHANICAL VENTILATION MUST BE DUCTED TO THE EXHAUST TO THE OUTSIDE OF THE BUILDING TO

COMPLY WITH PART 3.8.5 OF THE BCA & AS1668.2

BUILDINGS IN MARINE OR OTHER EXPOSURE ENVIRONMENTS SHALL HAVE MASONRY UNITS, MORTAR

AND ALL BUILT IN COMPONENTS AND THE LIKE COMPLYING WITH THE DURABILITY REQUIREMENTS OF

TABLE 4.1 OF AS 4773.1-2010 'MASONRY IN SMALL BUILDINGS' PART 1: DESIGN.

ALL STORMWATER TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE TO THE RELEVANT AUTHORITIES

APPROVAL.

THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT STRUCTURAL AND ALL OTHER

CONSULTANTS' DRAWINGS/DETAILS AND WITH ANY OTHER WRITTEN INSTRUCTIONS ISSUED IN THE

COURSE OF THE CONTRACT.

SITE PLAN MEASUREMENTS IN METRES - ALL OTHER MEASUREMENTS IN MILLIMETRES UNLESS NOTED

OTHERWISE.

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.

GENERAL BCA NOTES

ALL MATERIALS AND WORK PRACTICES SHALL COMPLY WITH, BUT NOT LIMITED TO THE BUILDING

REGULATIONS 2018, NATIONAL CONSTRUCTION CODE SERIES 2016 BUILDING CODE OF AUSTRALIA VOL 2

AND ALL RELEVANT CURRENT AUSTRALIAN STANDARDS (AS AMENDED) REFERRED TO THEREIN.

UNLESS OTHERWISE SPECIFIED, THE TERM BCA SHALL REFER TO NATIONAL CONSTRUCTION CODE

SERIES 2016 BUILDING CODE OF AUSTRALIA VOLUME 2.

ALL MATERIALS AND CONSTRUCTION PRACTICE SHALL MEET THE PERFORMANCE REQUIREMENTS OF

THE BCA. WHERE A PERFORMANCE SOLUTION IS PROPOSED THEN, PRIOR TO IMPLEMENTATION OR

INSTALLATION, IT FIRST MUST BE ASSESSED AND APPROVED BY THE RELEVANT BUILDING SURVEYOR AS

MEETING THE PERFORMANCE REQUIREMENTS OF THE BCA.

ALL WORKS SHALL COMPLY TO THE FOLLOWING AUSTRALIAN STANDARDS;

AS 1288 - GLASS IN BUILDINGS: SELECTION AND INSTALLATION

AS 1562 - DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING

AS 1684 - NATIONAL TIMBER FRAMING CODE

AS 1860 - INSTALLATION OF PARTICLEBOARD FLOORING

AS 2049 - ROOF TILES

AS 2050 - FIXING OF ROOF TILES

AS 2870 - RESIDENTIAL SLABS AND FOOTINGS

AS 2904 - DAMP PROOF COURSES AND FLASHINGS

AS 3600 - CONCRETE STRUCTURES

AS 3660.1 - CODE OF PRACTICE FOR PHYSICAL BARRIERS USED IN THE PROTECTION OF BUILDINGS

AGAINST SUBTERRANEAN TERMITES

AS 3700 - MASONRY IN BUILDINGS

AS 3786 - SMOKE ALARMS

AS 4055 - WIND LOADINGS FOR HOUSING

AS 4100 - STEEL STRUCTURES

GLAZING, INCLUDING SAFETY GLAZING, SHALL BE INSTALLED TO A SIZE, TYPE AND THICKNESS SO AS TO

COMPLY WITH:

BCA PART 3.6 FOR CLASS 1 AND 10 BUILDINGS WITHIN A DESIGN WIND SPEED OF NOT MORE THAN N3;

AND

BCA VOL 1 PART B1.4 FOR CLASS 2 AND 9 BUILDINGS.

WET AREAS

WATERPROOFING OF WET AREAS, BEING BATHROOMS, SHOWERS, SHOWER ROOMS, LAUNDRIES,

SANITARY COMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH AS 3740-2010:

WATERPROOFING OF DOMESTIC WET AREAS

PROVIDE IMPERVIOUS FLOOR & WALL FINISHES TO ALL WET AREAS IN ACCORDANCE WITH BCA PART

3.8.1.2.

THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ANY HOUSE ENERGY RATING (HERS) REPORT

AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STAMPED PLANS ENDORSED BY THE

ACCREDITED THERMAL PERFORMANCE ASSESSOR WITHOUT ALTERATION.

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 TREADS, LANDINGS AND THE LIKE TO HAVE A SLIP-RESISTANCE CLASSIFICATION OF P3 OR R10 FOR

DRY SURFACE CONDITIONS AND P4 OR R11 FOR WET SURFACE CONDITIONS, OR A NOSING STRIP WITH A

SLIP-RESISTANCE CLASSIFICATION OF P3 FOR DRY SURFACE CONDITIONS AND P4 FOR WET SURFACE

CONDITIONS.

PROVIDE BARRIERS WHERE CHANGE IN LEVEL EXCEEDS 1000MM ABOVE THE SURFACE BENEATH

LANDINGS, RAMPS AND/OR TREADS. BARRIERS (OTHER THAN TENSIONED WIRE BARRIERS) TO BE:

1000MM MIN. ABOVE FINISHED SURFACE LEVEL OF BALCONIES,

LANDINGS OR THE LIKE, AND

INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY

REQUIREMENTS.

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.

THESE PLANS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE BY THE CLIENT OF 'SKETCH

BUILDING DESIGN' ('THE DESIGNER') FOR THE PURPOSE EXPRESSLY NOTIFIED TO THE DESIGNER.

ANY OTHER PERSON WHO USES OR RELIES ON THESE PLANS WITHOUT THE DESIGNER'S WRITTEN

CONSENT DOES SO AT THEIR OWN RISK AND NO RESPONSIBILITY IS ACCEPTED BY THE DESIGNER

FOR SUCH USE AND/OR RELIANCE.

THE CLIENT AND/OR THE CLIENT'S BUILDER SHALL NOT MODIFY OR AMEND THE PLANS WITHOUT THE

KNOWLEDGE AND CONSENT OF 'SKETCH BUILDING DESIGN' EXCEPT WHERE A REGISTERED

BUILDING SURVEYOR MAKES MINOR NECESSARY CHANGES TO FACILITATE THE BUILDING PERMIT

APPLICATION AND THAT SUCH CHANGES ARE PROMPTLY REPORTED BACK TO 'SKETCH BUILDING

DESIGN'

THE APPROVAL BY THIS OFFICE OF A SUBSTITUTE MATERIAL, WORK PRACTICE, VARIATION OR THE

LIKE IS NOT AN AUTHORISATION FOR ITS USE OR A CONTRACT VARIATION. ALL VARIATIONS MUST BE

ACCEPTED BY ALL PARTIES TO THE AGREEMENT AND WHERE APPLICABLE THE RELEVANT BUILDING

SURVEYOR PRIOR TO IMPLEMENTING ANY VARIATION.

STORMWATER

CLASS 6 UPVC STORMWATER LINE LAID TO A MINIMUM GRADE OF 1:100 AND CONNECTED TO THE

LEGAL POINT OF STORMWATER DISCHARGE. PROVIDE INSPECTION OPENINGS AT 9000MM C/C AND

AT EACH CHANGE OF DIRECTION.THE COVER TO UNDERGROUND STORMWATER DRAINS SHALL BE

NOT LESS THAN

100MM UNDER SOIL

50MM UNDER PAVED OR CONCRETE AREAS

100MM UNDER UNREINFORCED CONCRETE OR PAVED DRIVEWAYS

75MM UNDER REINFORCED CONCRETE DRIVEWAYS

BAL (BUSHFIRE ATTACK LEVEL)

SITE BUSHFIRE ATTACK ASSESSMENT (SIMPLIFIED METHOD)REFERENCE DOCUMENT 'AS 3959-2009

CONSTRUCTION OF BUILDINGS IN BUSH FIRE PRONE AREAS'. CLASSIFICATION = BUSHFIRE ATTACK

LEVEL TO BE DETERMINED BY BUSHFIRE ASSESSMENT REPORT

DESIGN GUST WIND SPEED / WIND CLASSIFICATION

BUILDING TIE-DOWNS TO BE PROVIDED IN ACCORDANCE WITH AS1684-2010 FOR AN ASSUMED

DESIGN GUST WIND SPEED/WIND CLASSIFICATION TO BE CONFIRMED ON SITE BY RELEVANT

BUILDING SURVEYOR AT FIRST INSPECTION. REFER TO AS1684 FOR CONSTRUCTION

REQUIREMENTS.

CORROSION PROTECTION OF BUILT-IN STRUCTURAL MEMBERS

PROVIDE CORROSION PROTECTION OF BUILT-IN STRUCTURAL STEEL MEMBERS SUCH AS STEEL

LINTELS, SHELF ANGLES, CONNECTORS, ACCESSORIES (OTHER THAN WALL TIES) IN ACCORDANCE

WITH TABLE 4.1 OF AS4773.1-2010 MASONRY IN SMALL BUILDINGS PART 1: DESIGN SUITABLE FOR THE

ENVIRONMENT CLASSIFICATION

CORROSION PROTECTION FOR SHEET ROOFING

PROVIDE CORROSION PROTECTION FOR SHEET ROOFING IN ACCORDANCE WITH BCA TABLE 3.5.1.1A

SUITABLE FOR THE ENVIRONMENT CLASSIFICATION OF

SITE CLASSIFICATION

REFER TO SOIL REPORT PROVIDED BY LICENSED SOIL ENGINEER FOR SITE CLASSIFICATION.

TYPE:

CODE:

JOB ADDRESS:

TIME:

DRAFT No:




SHEET: DESIGN TYPE:

ISSUE:

REVISION:

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PLANS APPROVED:


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CONSTRUCTION FOR BUSHFIRE ATTACK LEVEL 12.5 (BAL-12.5) REF: AS3959-2009

5.1 GENERAL

· A BUILDING ASSESSED IN SECTION 2 AS BEING BAL-12.5 SHALL COMPLY WITH SECTION 3 AND CLAUSES

5.2 TO 5.8.

· ANY ELEMENT OF CONSTRUCTION OR SYSTEM THAT SATISFIES THE TEST CRITERIA OF AS 1530.8.1 MAY

BE USED IN LIEU OF THE APPLICABLE REQUIREMENTS OF CLAUSES 5.2 TO 5.8 (SEE CLAUSE 3.8).

5.2 SUB-FLOOR SUPPORTS

· THIS STANDARD DOES NOT PROVIDE CONSTRUCTION REQUIREMENTS FOR SUB-FLOOR SUPPORT

POSTS, COLUMNS, STUMPS, PIERS AND POLES.

NOTE: THIS REQUIREMENT APPLIES TO THE PRINCIPAL BUILDING ONLY AND NOT TO VERANDAHS, DECKS,

STEPS, RAMPS AND LANDINGS (SEE CLAUSE 5.7).

5.4 EXTERNAL WALLS

5.4.1 WALLS

THAT PART OF AN EXTERNAL WALL SURFACE THAT IS LESS THAN 400MM FROM THE GROUND OR LESS THAN

400MM ABOVE DECKS, CARPORT ROOFS, AWNINGS AND SIMILAR ELEMENTS OR FITTINGS HAVING AN ANGLE

LESS THAN 18 DEGREES TO THE HORIZONTAL AND EXTENDING MORE THAN 110MM IN WIDTH FROM THE WALL

(SEE FIGURE D3, APPENDIX D) SHALL BE OF:-

(I) NON-COMBUSTIBLE MATERIAL; OR

(II) FIBRE-CEMENT EXTERNAL CLADDING, A MINIMUM OF 6MM IN THICKNESS; OR

(III) BUSHFIRE-RESISTING TIMBER (SEE APPENDIX F); OR

(IV) A TIMBER SPECIES AS SPECIFIED IN PARAGRAPH E1 AND LISTED IN TABLE E1, APPENDIX E; OR

(V) A COMBINATION OF ANY OF ITEMS (I), (II), (III) OR (IV) ABOVE.

5.4.2 JOINTS

· ALL JOINTS IN THE EXTERNAL SURFACE MATERIAL OF WALLS SHALL BE COVERED, SEALED,

OVERLAPPED, BACKED OR BUTT-JOINTED TO PREVENT GAPS GREATER THAN 3MM.

5.4.3 VENTS AND WEEPHOLES

· VENTS AND WEEPHOLES IN EXTERNAL WALLS SHALL BE SCREENED WITH A MESH WITH A MAXIMUM

APERTURE OF 2MM, MADE OF CORROSION-RESISTANT STEEL, BRONZE OR ALUMINIUM, EXCEPT WHERE

THE VENTS AND WEEPHOLES ARE LESS THAN 3MM (SEE CLAUSE 3.6) OR ARE LOCATED IN AN EXTERNAL

WALL OF A SUB-FLOOR SPACE.

5.5 EXTERNAL GLAZED ELEMENTS AND ASSEMBLIES AND EXTERNAL DOORS

5.5.1 BUSHFIRE SHUTTERS

· WHERE FITTED, BUSHFIRE SHUTTERS SHALL COMPLY WITH CLAUSE 3.7 AND BE MADE FROM:-


(II) A TIMBER SPEICES AS SPECIFIED IN PARAGRAPH E1 AND LISTED IN TABLE E1, APPENDIX E; OR

(III) BUSHFIRE-RESISTING TIMBER (SEE APPENDIX F); OR

(IV) A COMBINATION OF ANY OF ITEMS (I), (II) OR (III) ABOVE.

5.5.2 WINDOWS

· WINDOWS ASSEMBLIES SHALL COMPLY WITH ONE OF THE FOLLOWING:-

(I) THEY SHALL BE COMPLETELY PROTECTED BY A BUSHFIRE SHUTTER THAT COMPLIES WITH CLAUSE 5.5.1;

OR

(II) THEY SHALL BE COMPLETELY PROTECTED EXTERNALLY BY SCREENS WITH A MESH WITH A MAXIMUM

APERTURE OF 2MM, MADE OF CORROSION-RESISTANT STEEL, BRONZE OR ALUMINIUM; OR

(III) THEY SHALL COMPLY WITH THE FOLLOWING:

· FOR WINDOW ASSEMBLIES LESS THAN 400MM FROM THE GROUND OR LESS THAN 400MM ABOVE DECKS,

CARPORT ROOFS, AWNINGS AND SIMILAR ELEMENTS OR FITTINGS HAVING AN ANGLE LESS THAN 18

DEGREES TO THE HORIZONTAL AND EXTENDING MORE THAN 110MM IN WIDTH FROM THE WINDOW

FRAME (SEE FIGURE D3, APPENDIX D) WINDOW FRAMES AND WINDOW JOINERY SHALL BE MADE FROM

ONE OF THE FOLLOWING:-

- OPTION 1: BUSHFIRE-RESISTING TIMBER (SEE APPENDIX F); OR

- OPTION 2: A TIMBER SPECIES SPECIFIED IN PARAGRAPH E2 AND LISTED IN TABLE E2, APPENDIX E; OR

- OPTION 3: METAL; OR

- OPTION 4: METAL-REINFORCED PVC-U. THE REINFORCING MEMBERS SHALL BE MADE FROM ALUMINIUM,

STAINLESS STEEL, OR CORROSION-RESISTANT STEEL AND THE FRAME AND SASH SHALL SATISFY THE

DESIGN LOAD, PERFORMANCE AND STRUCTURAL STRENGTH OF THE MEMBER.

· EXTERNALLY FITTED HARDWARE THAT SUPPORTS THE SASH IN ITS FUNCTIONS OF OPENING AND

CLOSING SHALL BE METAL.

· WHERE GLAZING IS LESS THAN 400MM FROM THE GROUND OR LESS THAN 400MM ABOVE DECKS,

CARPORT ROOFS, AWNINGS AND SIMILAR ELEMENTS OR FITTING HAVING AN ANGLE LESS THAN 18

DEGREES TO THE HORIZONTAL AND EXTENDING MORE THAN 110MM IN WIDTH FROM THE WINDOW

FRAME (SEE FIGURE D3, APPENDIX D), THE GLAZING SHALL BE GRADE A SAFETY GLASS MINIMUM 4MM,

OR GLASS BLOCKS WITH NO RESTRICTION ON GLAZING METHODS.

NOTE: WHERE DOUBLE GLAZING UNITS ARE USED THE ABOVE REQUIREMENTS APPLY TO THE EXTERNAL

FACE OF THE WINDOW ASSEMBLY ONLY.

· WHERE GLAZING IS OTHER THAN THAT SPECIFIED IN ITEM ABOVE, ANNEALED GLASS MAY BE USED.

· THE OPENABLE PORTIONS OF WINDOWS SHALL BE SCREENED WITH MESH WITH A MAXIMUM APERTURE

OF 2MM, MADE OF CORROSION-RESISTANT STEEL, BRONZE OR ALUMINIUM.

5.5.3 DOORS- SIDE-HUNG EXTERNAL DOORS (INCLUDING FRENCH DOORS, PANEL FOLD AND BI-FOLD DOORS)

· SIDE-HUNG EXTERNAL DOORS, INCLUDING FRENCH DOORS, PANEL FOLD AND BI-FOLD DOORS, SHALL

COMPLY WITH ONE OF THE FOLLOWING:-

(A) THEY SHALL BE PROTECTED BY A BUSHFIRE SHUTTER THAT COMPLIES WITH CLAUSE 5.5.1.

OR

(B) THEY SHALL BE COMPLETELY PROTECTED EXTERNALLY BY SCREENS WITH A MESH WITH A MAXIMUM


(C) THEY SHALL COMPLY WITH THE FOLLOWING:-

(I) DOORS SHALL BE:-

- OPTION 1: NON-COMBUSTIBLE; OR

- OPTION 2: A SOLID TIMBER DOOR, HAVING A MINIMUM THICKNESS OF 35MM FOR THE FIRST 400MM ABOVE

THE THRESHOLD; OR

- OPTION 3: A DOOR, INCLUDING A HOLLOW CORE DOOR, WITH A NON-COMBUSTIBLE KICKPLATE ON THE

OUTSIDE FOR THE FIRST 400MM ABOVE THE THRESHOLD; OR

- OPTION 4: A FULLY FRAMED GLAZED DOOR WHERE THE FRAMING IS MADE FROM MATERIALS REQUIRED

FOR BUSHFIRE SHUTTERS (SEE CLAUSE 5.5.1), OR FROM A TIMBER SPECIES SPECIFIED IN PARAGRAPH E2

AND LISTED IN TABLE E2, APPENDIX E.

(II) WHERE DOORS INCORPORATE GLAZING, THE GLAZING SHALL COMPLY WITH THE GLAZING

REQUIREMENTS FOR WINDOWS..

(III) DOORS SHALL BE TIGHT-FITTING TO THE DOORFRAME AND TO AN ABUTTING DOOR, IF APPLICABLE.

(IV) WHERE ANY PART OF THE DOOR ASSEMBLY IS LESS THAN 400MM FROM THE GROUND OR LESS THAN

400MM ABOVE DECKS, CARPORT ROOFS, AWNINGS AND SIMILAR ELEMENTS OR FITTINGS HAVING AN ANGLE

LESS THAN 18 DEGREES TO THE HORIZONTAL AND EXTENDING MORE THAN 110MM IN WIDTH FROM THE

DOOR (SEE FIGURE D3, APPENDIX D) THAT PART OF THE DOOR ASSEMBLY SHALL BE MADE FROM ONE OF

THE FOLLOWING:

· BUSHFIRE-RESISTING TIMBER (SEE APPENDIX F); OR

· A TIMBER SPECIES SPECIFIED IN PARAGRAPH E2 AND LISTED IN TABLE E2, APPENDIX E; OR

· METAL; OR

· METAL-REINFORCED PVC-U. THE REINFORCING MEMBERS SHALL BE MADE FROM ALUMINIUM, STAINLESS

STEEL, OR CORROSION-RESISTANT STEEL AND THE DOOR ASSEMBLY SHALL SATISFY THE DESIGN LOAD,

PERFORMANCE AND STRUCTURAL STRENGTH OF THE MEMBER.

(V) WEATHER STRIPS, DRAUGHT EXCLUDERS OR DRAUGHT SEALS SHALL BE INSTALLED AT THE BASE OF

SIDE-HUNG EXTERNAL DOORS.

5.5.4 DOORS- SLIDING DOORS

· SLIDING DOORS SHALL COMPLY WITH THE FOLLOWING:-

(A) THEY SHALL BE PROTECTED BY A BUSHFIRE SHUTTER THAT COMPLIES WITH CLAUSE 5.5.1.; OR

(B) THEY SHALL BE COMPLETELY PROTECTED EXTERNALLY BY SCREENS WITH A MESH WITH A MAXIMUM


(C) THEY SHALL COMPLY WITH THE FOLLOWING:-

(I) ANY GLAZING INCORPORATED IN SLIDING DOORS SHALL BE GRADE A SAFETY GLASS COMPLYING WITH AS

1288.

(II) THERE IS NO REQUIREMENT TO SCREEN THE OPENABLE PART OF THE SLIDING DOOR. HOWEVER, IF

SCREENED, THE SCREENS SHALL BE A MESH OR PERFORATED SHEET MADE OF CORROSION-RESISTANT

STEEL, BRONZE OR ALUMINIUM.

(III) SLIDING DOOR SHALL BE TIGHT-FITTING IN THE FRAMES.

TYPE:

CODE:

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ISSUE:

REVISION:

CLIENT:

JOB No:

PLANS APPROVED:


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1 PLANE STREET

SHEPPARTON VIC 3630

PH. 0407 539 030

IBNHBIN/A19/09/2018

DA - DPAD

STL

REBEKAH SHANKS


CONSTRUCTION FOR BUSHFIRE ATTACK LEVEL 12.5 (BAL-12.5) REF: AS3959-2009

5.5.5 DOORS- VEHICLE ACCESS DOORS (GARAGE DOORS)

· THE FOLLOWING APPLY TO VEHICLE ACCESS DOORS:-

(I) THE LOWER PORTION OF A VEHICLE ACCESS DOOR THAT IS WITHIN 400MM OF THE GROUND WHEN THE

DOOR IS CLOSED (SEE FIGURE D4, APPENDIX D) SHALL BE MADE FROM:-

- OPTION 1: NON-COMBUSTIBLE MATERIAL; OR

- OPTION 2: BUSHFIRE-RESISTING TIMBER (SEE APPENDIX F); OR

- OPTION 3: FIBRE-CEMENT SHEET, A MINIMUM OF 6MM IN THICKNESS; OR

- OPTION 4: A TIMBER SPECIES SPECIFIED IN PARAGRAPH E1 AND LISTED IN TABLE E1, APPENDIX E

(II) PANEL LIFT, TILT DOORS OR SIDE-HUNG DOORS SHALL BE FITTED WITH SUITABLE WEATHER STRIPS,

DRAUGHT EXCLUDERS, DRAUGHT SEALS OR GUIDE TRACKS, AS APPROPRIATE TO THE DOOR TYPE, WITH A

MAXIMUM GAP NO GREATER THAN 3MM.

(III) ROLLER DOORS SHALL HAVE GUIDE TRACKS WITH A MAXIMUM GAP NO GREATER THAN 3MM AND SHALL

BE FITTED WITH A NYLON BRUSH THAT IS IN CONTACT WITH THE DOOR (SEE FIGURE D4, APPENDIX D).

(IV) VEHICLE ACCESS DOORS SHALL NOT INCLUDE VENTILATION SLOTS.

5.6 ROOFS (INCLUDING VERANDA AND ATTACHED CARPORT ROOFS, PENETRATIONS, EAVES,

FASCIAS, GABLES, GUTTERS AND DOWNPIPES)

5.6.1 GENERAL

· ROOF TILES, ROOF SHEETS AND ROOF-COVERING ACCESSORIES SHALL BE NON-COMBUSTIBLE

· THE ROOF/WALL JUNCTION SHALL BE SEALED, TO PREVENT OPENINGS GREATER THAN 3MM, EITHER BY

THE USE OF FASCIA AND EAVES LININGS OR BY SEALING BETWEEN THE TOP OF THE WALL AND THE

UNDERSIDE OF THE ROOF AND BETWEEN THE RAFTERS AT THE LINE OF THE WALL.

· ROOF VENTILATION OPENINGS, SUCH AS GABLE AND ROOF VENTS, SHALL BE FITTED WITH EMBER

GUARDS MADE TO NON-COMBUSTIBLE MATERIAL OR A MESH OR PERFORATED SHEET WITH A MAXIMUM

APERTURE TO 2MM, MADE OF CORROSION-RESISTANT STEEL, BRONZE OR ALUMINIUM.

5.6.2 TILED ROOF

· TILED ROOFS SHALL BE FULLY SARKED. THE SARKING SHALL:-

(I) HAVE A FLAMMABILITY INDEX OF NOT MORE THAN 5;

(II) BE LOCATED DIRECTLY BELOW THE ROOF BATTENS;

(III) COVER THE ENTIRE ROOF AREA INCLUDING THE RIDGE; AND

(IV) BE INSTALLED SO THAT THERE ARE NO GAPS THAT WOULD ALLOW THE ENTRY TO EMBERS WHERE THE

SARKING MEETS FASCIAS, GUTTERS, VALLEYS AND THE LIKE.

5.6.3 SHEET ROOFS

· SHEET ROOFS SHALL:-

(I) BE FULLY SARKED IN ACCORDANCE WITH CLAUSE 5.6.2, EXCEPT THAT FOIL-BACKED INSULATION

BLANKETS MAY BE INSTALLED OVER THE BATTENS; AND

(II) HAVE ANY GAPS GREATER THAN 3MM (SUCH AS UNDER CORRUGATIONS OR RIBS OF SHEET ROOFING AND

BETWEEN ROOF COMPONENTS) SEALED AT THE FASCIA OR WALL LINE AND AT VALLEYS, HIPS AND RIDGES

BY:

- OPTION 1: A MESH OR PERFORATED SHEET WITH A MAXIMUM APERTURE OF 2MM, MADE OF

CORROSION-RESISTANT STEEL, BRONZE OR ALUMINIUM; OR

- OPTION 2: MINERAL WOOL; OR

- OPTION 3: OTHER NON-COMBUSTIBLE MATERIAL; OR

- OPTION 4: A COMBINATION OF ANY OF OPTION 1, 2 OR 3 ABOVE.

5.6.4 VERANDAH, CARPORT AND AWNING ROOFS

· THE FOLLOWING APPLY TO VERANDAH, CARPORT AND AWNING ROOFS:-

(I) A VERANDAH, CARPORT OR AWNING ROOF FORMING PART OF THE MAIN ROOF SPACE (SEE FIGURE D1(A),

APPENDIX D) SHALL MEET ALL THE REQUIREMENTS FOR THE MAIN ROOF, AS SPECIFIED IN CLAUSES 5.6.1,

5.6.2, 5.6.3, 5.6.5 AND 5.6.6.

(II) A VERANDAH, CARPORT OR AWNING ROOF SEPARATED FROM THE MAIN ROOF SPACE BY AN EXTERNAL

WALL (SEE FIGURES D1(B) AND D1(C), APPENDIX D) COMPLYING WITH CLAUSE 5.4 SHALL HAVE A

NON-COMBUSTIBLE ROOF COVERING.

5.6.5 ROOF PENETRATIONS

· THE FOLLOWING APPLY TO ROOF PENETRATIONS:-

(I) ROOF PENETRATIONS, INCLUDING ROOF LIGHTS, ROOF VENTILATORS, ROOF-MOUNTED EVAPORATIVE

COOLING UNITS, AERIALS, VENT PIPES AND SUPPORTS FOR SOLAR COLLECTORS, SHALL BE ADEQUATELY

SEALED AT THE ROOF TO PREVENT GAPS GREATER THAN 3MM. THE MATERIAL USED TO SEAL THE

PENETRATION SHALL BE NON-COMBUSTIBLE.

(II) OPENINGS IN VENTED ROOF LIGHTS, ROOF VENTILATORS OR VENT PIPES SHALL BE FITTED WITH EMBER

GUARDS MADE FROM A MESH OR PERFORATED SHEET WITH A MAXIMUM APERTURE OF 2MM, MADE OF

CORROSION-RESISTANT STEEL, BRONZE OR ALUMINIUM.

(III) ALL OVERHEAD GLAZING SHALL BE GRADE A LAMINATED SAFETY GLASS COMPLYING WITH AS 1288.

(IV) GLAZED ELEMENTS IN ROOF LIGHTS AND SKYLIGHTS MAY BE OF POLYMER PROVIDED A GRADE A SAFETY

GLASS DIFFUSER, COMPLYING WITH AS 1288, IS INSTALLED UNDER THE GLAZING. WHERE GLAZING IS AN

INSULATING GLAZING UNIT (IGU), GRADE A TOUGHENED SAFETY GLASS, MINIMUM 4MM, SHALL BE USED IN

THE OUTER PANE OF THE IGU.

(V) FLASHING ELEMENTS OF TUBULAR SKYLIGHTS MAY BE OF A FIRE-RETARDANT MATERIAL, PROVIDED THE

ROOF INTEGRITY IS MAINTAINED BY AN UNDER-FLASHING OF A MATERIAL HAVING A FLAMMABILITY INDEX NO

GREATER THAN 5.

(VI) EVAPORATIVE COOLING UNITS SHALL BE FITTED WITH BUTTERFLY CLOSERS AT OR NEAR THE CEILING

LEVEL OR THE UNIT SHALL BE FITTED WITH NON-COMBUSTIBLE COVERS WITH A MESH OR PERFORATED

SHEET WITH A MAXIMUM APERTURE OF 2MM, MADE OF CORROSION-RESISTANT STEEL, BRONZE OR

ALUMINIUM.

(VII) VENT PIPES MADE FROM PVC ARE PERMITTED.

5.6.6 EAVES LININGS, FASCIAS AND GABLES

· THE FOLLOWING APPLY TO EAVES LININGS, FASCIAS AND GABLES:-

(I) GABLES SHALL COMPLY WITH CLAUSE 5.4.

(II) EAVES PENETRATIONS SHALL BE PROTECTED THE SAME AS FOR ROOF PENETRATIONS, AS SPECIFIED IN

CLAUSE 5.6.5.

(III) EAVES VENTILATION OPENINGS GREATER THAN 3MM SHALL BE FITTED WITH EMBER GUARDS MADE OF

NON-COMBUSTIBLE MATERIAL, OR A MESH, OR PERFORATED SHEET WITH A MAXIMUM APERTURE OF 2MM,

MADE OF CORROSION-RESISTANT STEEL, BRONZE OR ALUMINIUM.

JOINTS IN EAVES LININGS, FASCIAS AND GABLES MAY BE SEALED WITH PLASTIC JOINING STRIPS OR TIMBER

STORM MOULDS.

5.6.7 GUTTERS AND DOWNPIPES

· THIS STANDARD DOES NOT PROVIDE CONSTRUCTION-SPECIFIC MATERIAL REQUIREMENTS FOR

DOWNPIPES.

- IF INSTALLED, GUTTER AND VALLEY LEAF GUARDS SHALL BE NON-COMBUSTIBLE.

- GUTTERS SHALL BE NON-COMBUSTIBLE.

- BOX GUTTERS SHALL BE NON-COMBUSTIBLE AND FLASHED AT THE JUNCTION WITH THE ROOF WITH

NON-COMBUSTIBLE MATERIALS.

5.7 VERANDAHS, DECKS, STEPS, RAMPS AND LANDINGS

5.7.1 GENERAL

· DECKING SHALL BE EITHER SPACED OR CONTINUOUS (IE. WITHOUT SPACING).

THERE IS NO REQUIREMENT TO ENCLOSE THE SUB-FLOOR SPACES OF VERANDAHS, DECK, STEPS, RAMPS

OR LANDINGS.

5.7.2 ENCLOSED SUB-FLOOR SPACES OF VERANDAHS, DECKS, STEPS, RAPS AND LANDINGS

5.7.2.1 MATERIALS TO ENCLOSE A SUB-FLOOR SPACE

· WHERE THE MATERIALS USED TO ENCLOSE A SUB-FLOOR SPACE ARE LESS THAN 400MM FROM THE

GROUND, THEY SHALL COMPLY WITH CLAUSE 5.4.

5.7.2.4 DECKING

· DECKING LESS THAN 300MM (MEASURED HORIZONTALLY AT DECK LEVEL) FROM GLAZED ELEMENTS

THAT ARE LESS THAN 400MM (MEASURED VERTICALLY) FROM THE SURFACE OF THE DECK (SEE FIGURE

D2, APPENDIX D) SHALL BE MADE FROM:-


(II) BUSHFIRE-RESISTING TIMBER (SEE APPENDIX F); OR

(III) A TIMBER SPECIES, AS SPECIFIED IN PARAGRAPH E1 AND LISTED IN TABLE E1 OF APPENDIX E;

(IV) PVC-U;

(V) A COMBINATION OF ANY OF ITEMS (I), (II), (III) OR (IV) ABOVE.

5.7.3 UNENCLOSED SUB-FLOOR SPACES OF VERANDAHS, DECKS, STEPS, RAMPS AND LANDINGS

5.7.3.3 DECKING

· DECKING LESS THAN 300MM (MEASURED HORIZONTALLY AT DECK LEVEL) FROM GLAZED ELEMENTS

THAT ARE LESS THAN 400MM (MEASURED VERTICALLY) FROM THE SURFACE OF THE DECK (SEE FIGURE

D2, APPENDIX D) SHALL BE MADE FROM:-


(II) BUSHFIRE-RESISTING TIMBER (SEE APPENDIX F); OR

(II) A TIMBER SPECIES, AS SPECIFIED IN PARAGRAPH E1 AND LISTED IN TABLE E1, APPENDIX E; OR

(III) A COMBINATION OF ITEMS (I), (II) AND (II) ABOVE.

5.8 WATER AND GAS SUPPLY PIPES

· ABOVE-GROUND, EXPOSED WATER AND GAS SUPPLY PIPES SHALL BE METAL.

TYPE:

CODE:

JOB ADDRESS:

TIME:

DRAFT No:




SHEET: DESIGN TYPE:

ISSUE:

REVISION:

CLIENT:

JOB No:

PLANS APPROVED:


DATE: ............/............/............

DRAWN:

DATE: SCALE:

CHECKED:



MARYBOROUGH - STD

196209

3:30 PM

PRE-FINAL


1 PLANE STREET

SHEPPARTON VIC 3630

PH. 0407 539 030

IBNHBIN/A19/09/2018

DA - DPAD

STL

REBEKAH SHANKS


Bushfire Attack Level Rating for

3912 Whittlesea Yea Road Flowerdale

December 2017


Important Notes:

The author, Strata Geoscience and Environmental, gives permission for this report to

be copied and distributed to interested parties only if it is reproduced in colour and in

full including all appendicies. No responsibility is taken for the contents and

recommendations of this report if it is not reproduced as requested.

Strata Geoscience and Environmental reserves the right to submit this report the

relevant regulatory agencies where it has a responsibility to do so.


1. Introduction Strata Geoscience and Environmental was commissioned to perform a Bushfire Attached Level (BAL) assessment for: Client and Site Details Client Name Rebecca Shanks

Site Address 3912 Whittlesea Yea Road Flowerdale

Proposed Development New dwelling

The investigation was conducted with reference to Australian Standard AS 3959-2009 2. Results The results of the assessment are as follows: FDI 100

Vegetation Type GROUP B – Low

Open Woodland

08

Distance to Vegetation Type (m) 35

Effective Slope (°) UPSLOPE

BAL 12.5

* MUST BE RECONFIMED WHEN SITE PLANS ARE AVAILABLE AND BUILDING FOOTPRING IS PEGGED OUT ONSITE. FAILURE TO ENSURE THIS WILL VOID THE ABOVE RATING.



Appendix 1 Site Plans

NOT AVAILABLE AT TIME OF INVESTIGATION


Appendix 2 Extracts from AS3935-2009











Appendix 2 Terms and Conditions

Scope of Work These Terms and Conditions apply to any services provided to you (“the Client”) by Strata Geoscience and Environmental Pty Ltd (“Strata”). By continuing to instruct Strata to act after receiving the Terms and Conditions or by using this report and its findings for design and/or permit application processes and not objecting to any of the Terms and Conditions the Client agrees to be bound by these Terms and Conditions, and any other terms and conditions supplied by Strata from time to time at Strata’s sole and absolute discretion. The scope of the services provided to the Client by Strata is limited to the services and specified purpose agreed between Strata and the Client and set out in the correspondence to which this document is enclosed or annexed (“the Services”). Strata does not purport to advise beyond the Services. Third Parties The Services are supplied to the Client for the sole benefit of the Client and must not be relied upon by any person or entity other than the Client. Strata is not responsible or liable to any third party. All parties other than the Client are advised to seek their own advice before proceeding with any course of action. Provision of Information The Client is responsible for the provision of all legal, survey and other particulars concerning the site on which Strata is providing the Services, including particulars of existing structures and services and features for the site and for adjoining sites and structures. The Client is also responsible for the provision of specialised services not provided by Strata. If Strata obtains these particulars or specialised services on the instruction of the Client, Strata does so as agent of the Client and at the Client's expense. Strata is not obliged to confirm the accuracy and completeness of information supplied by the Client or any third party service provider. The Client is responsible for the accuracy and completeness of all particulars or services provided by the Client or obtained on the Client’s behalf. Strata is not liable, and accepts no responsibility, for any claim, demand, charge, loss, damage, injury or expense whatsoever suffered by the Client or any other person or entity resulting from the failure of the Client or third party to provide accurate and complete information. In the event additional information becomes available to the Client, the Client must inform Strata in writing of that information as soon as possible. Further advice will be provided at the Client’s cost. Any report is prepared on the assumption that the instructions and information supplied to Strata has been provided in good faith and is all of the information relevant to the provision of the Services by Strata. Strata is not liable, and accepts no responsibility, for any claim, demand, charge, loss, damage, injury or expense whatsoever if Strata has been supplied with insufficient, incorrect, incomplete, false or misleading information. Integrity Any report provided by Strata presents the findings of the site assessment. While all reasonable care is taken when conducting site investigations and reporting to the Client, Strata does not warrant that the information contained in any report is free from errors or omissions. Strata is not liable, and accepts no responsibility, for any claim, demand, charge, loss, damage, injury or expense whatsoever resulting from errors in a report. Any report should be read in its entirety, inclusive of any summary and annexures. Strata does not accept any responsibility where part of any report is relied upon without reference to the full report. Project Specific Criteria Any report provided by Strata will be prepared on the basis of unique project development plans which apply only to the site that is being investigated. Reports provided by Strata do not apply to any project other than that originally specified by the Client to Strata. The Report must not be used or relied upon if any changes to the project are made. The Client should engage Strata to further advise on the effect of any change to the project. Further advice will be provided at the Client’s cost. Strata is not liable, and accepts no responsibility, for any claim, demand, charge, loss, damage, injury or expense whatsoever where any change to the project is made without obtaining a further written report from Strata. Changes to the project may include, but are not limited to, changes to the investigated site or neighbouring sites, for instance, variation of the location of proposed building envelopes/footprints, changes to building design which may impact upon building settlement or slope stability, or changes to earthworks, including removal (site cutting) or deposition of sediments or rock from the site. Copyright and Use of Documents Copyright in all drawings, reports, specifications, calculations and other documents provided by Strata or its employees in connection with the Services remain vested in Strata. The Client has a licence to use the documents for the purpose of completing the project. However, the Client must not otherwise use the documents, make copies of the documents or amend the documents unless express approval in writing is given in advance by Strata. The Client must not publish or allow to be published, in whole or in part, any document provided by Strata or the name or professional affiliations of Strata, without first obtaining the written consent of Strata as to the form and context in which it is to appear.

If, during the course of providing the Services, Strata develops, discovers or first reduces to practice a concept, product or process which is capable of being patented then such concept, product or process is and remains the property of Strata and:

(i) the Client must not use, infringe or otherwise appropriate the same other than for the purpose of the project without first obtaining the written consent of Strata; and

(ii) the Client is entitled to a royalty free licence to use the same during the life of the works comprising the project. Digital Copies of Report If any report is provided to the Client in an electronic copy except directly from Strata, the Client should verify the report contents with Strata to ensure they have not been altered or varied from the report provided by Strata.


Property Management Plan


2 | P a g e

Property Management Plan

Land Management Plans can take many forms and include Whole Farm Plans, Property Management Plans, Conservation Management Plans. Land Management Planning is the process of planning, property design/ layout and management based on natural resources and economic factors. These plans set the goals and priorities for successful land/property management. These plans will identify the need to manage;

Property Goals and Business Plan

Planning Overlays and Zones

Land use capabilities and soil management

Water supply

Weed Management Plan

Pest Animal Management Plan

Biodiversity and native vegetation

1: Landowner Details:

Name of Landowner:

Rebekah Shanks

Trading names (if applicable):

Property name (if applicable):

Property address:

3912 Whittlesea-Yea Road Flowerdale

Postcode: 3717

Postal Address:

29 Rialton ave Blackburn North

Postcode: 3130

Phone (AH):

Phone (Business): 0401 050 259

Mobile: 0401 050 259

Email: [email protected]

Property title reference Plan CP156724

Total property area (Ha) 12.95ha


2. Primary use of Property (describe)

Identify and manage the current land management issues on the property

Both my Partner and I will be working from home running our respective businesses. Damon is Project Manager and Building Consultant. I own and run a series of Home and Gift Boutiques. We will be living on the property full time, intending to run Cattle, Horses and other lives stock on the land. We have previously owned and sold Beef cattle. 3. Description of the neighbourhood. (Surrounding Land Use e.g. Cattle Stud, Horse Stud, Plant Nursery, etc.) Provide a general description of your neighbourhood

Our Neighbours on Break-o-day Road consist of; to the right, newly moved in residential property. Across the road, paddocks containing Cattle, and a trucking company run from home. Behind us is vacant land.

4. Aims

Please specify your aims for this property Land Management Plan: e.g.

Address erosion issues on site

Develop a revegetation/restoration plan for the site

Manage weeds

Other As per our LCA - No evidence of erosion, erosion potential considered low. No trees, or native vegetation is proposed to be removed for the house to be built. we propose to remove one large blackberry. Weed present consist of Blackberry bushes, these have been sprayed in accordance with the spray instructions. Any newly presented weeds will be removed by the parent plant, removed and continually sprayed until the weed is no longer present. We currently follow this pattern:

Application of a registered herbicide Physical removal Mulching

We proposed to plant 15-20 native Trees, after construction is complete.


5. Planning Zones and Overlays What planning zones and overlays exist on your property? Do you need to apply for a permit for any work? Visit: http://services.land.vic.gov.au/landchannel/jsp/map/InteractiveMapIntro.jsp Planning Zones is Farming Zone.

6. Site plans Supply two fully dimensioned site plans. One plan is to show existing conditions and the second all proposed works. The plans are to include: Site Plan One:

all existing buildings;

all existing fencing;

existing services (power etc);

existing dams, waterways and springs;


http://services.land.vic.gov.au/landchannel/jsp/map/InteractiveMapIntro.jsp

Existing bores;

areas prone to flooding;

existing vegetation including paddock trees;

areas of salinity;

erosion areas including gullies;

areas of different soil types;

areas of pest plants and animals;



Site Plan Two:

any proposed fencing;

any proposed planting (windbreaks etc);

areas of to be cropped;

stock/ crop rotation;

all vegetation proposed for removal;

methods of protection for existing vegetation;

areas of pest plants and animals (e.g. rabbit warrens);

proposed alignment of any services (power etc);

proposed dams and bores.



7. Land Class Classification


8. Soils

Soils of the Macedon Ranges Shire are predominately e.g.

Well drained Sedimentary rock soils, e.g. sandstone, mudstone etc. with shallow gravelly red brown earths.

Moderately drained Granite soils with coarse sands and yellow duplex soils.

Imperfectly drained Volcanic Basalt rock with stony earth dark clay soils.

Gilgai Soils Describe the soils of your site. Resources to assist in describing soils are available by using the link http://vro.depi.vic.gov.au/dpi/vro/vrosite.nsf/pages/soil-home What type of soils are present on your property? How would you classify your soils? What were your soil test results (please include results of P, K, pH and salinity)? Does the soil change across your property? What does the soil test indicate to you about land use? Are there any erosion issues?

9 Proposed farming activity (cropping, stock etc)


http://vro.depi.vic.gov.au/dpi/vro/vrosite.nsf/pages/soil-home

Stock (Stock numbers are calculated using the Dry Sheep Equivalent (DSE) a stocking rate system where the carrying capacity of the land is equated to ‘dry sheep equivalents’ or how many dry (non-breeding) sheep of average condition can be kept on the land without weight loss or handfeeding.)

Grazing Stock

Area currently used for grazing (Ha) 2.83hz

Area of proposed grazing (Ha) 12.14ha

Current stock numbers 4

Stock type (including horses)

Number of animals Seasonal variation in stock numbers

Feeding Requirements (stock feed supply including the

percentage of imported feed).

Horses 4 None Grass fed and watered from dam

Cattle Usually 10 cattle on site

They are sent to sale once per year

Grass fed and watered from dam

Cropping

Area currently under cropping (Ha) 0

Current crop/s 0

Area of future cropping (Ha) 0.4ha

Pasture renovation Explain the method and timing of any pasture renovation/improvement works proposed to be carried out. 10. Water What is the current water supply?

Domestic water supply None (proposed Tank with Dwelling)

Current number of dams and bores 3 dams

Number of waterways, seasonal creeks etc None

Annual rainfall

Fire water supply.

Water supply for Stock and/or cropping. Dams


What creeks, wetlands or water courses run through the property? There are 3 Dams on the Property. One watercourse runs through the property.

Describe how they will be managed, used, protected and/or enhanced. These should be identified on

the site plan

At this time, they will not be enhanced, the dams will be used to water the Livestock. We monitor the water levels, and ensure livestock are moved so as not to dry the dams. The watercourse is muddy in winter and dry in summer. Livestock don’t graze over the water course. The dwelling is not proposed to interfere or interact with the watercourse. 11. Weeds Include the weeds present on site on your site plan. Declared noxious weeds in Victoria are plants that have been proclaimed under the Catchment and Land Protection (CaLP) Act 1994. These plants cause environmental or economic harm or have the potential to cause such harm. They can also present risks to human health. The Act defines four categories of noxious weeds:

• State Prohibited Weeds (SPW)

• Regionally Prohibited Weeds (RPW)

• Regionally Controlled Weeds (RC)

• Restricted Weeds (R)

• Environmental Weeds (EW)

• Agricultural Weeds (AW)

http://www.weeds.org.au/natsig.htm Weeds of National Significance (WoNS) were prioritised using a series of questions that measured each weeds Invasiveness, Impacts, Potential for spread and Socio economic and Economic impacts. Become informed of new and emerging weeds for your property. Visit http://www.Macedon Rangesshire.vic.gov.au/services/environment-and-waste/environment/weed_programs or http://www.depi.vic.gov.au/agriculture-and-food/pests-diseases-and-weeds/weeds for information on weeds of the local area. All weed treatment with and the use of herbicides/chemicals is to be conducted in accordance with the Agricultural and Veterinary Chemical Code Act 1994.

List the weeds on the property in the table below.


http://www.weeds.org.au/natsig.htm

http://www.mitchellshire.vic.gov.au/services/environment-and-waste/environment/weed_programs

http://www.mitchellshire.vic.gov.au/services/environment-and-waste/environment/weed_programs

http://www.depi.vic.gov.au/agriculture-and-food/pests-diseases-and-weeds/weeds

Common Name

Scientific Name Classification Treatment Timing Frequency

Blackberry Bushes

Rubus Fruticosus L.agg.

Invasive plants They are Sprayed Jan – April and Sep to Dec

They Flower Nov – Jan

Weed Management Strategy – what monitoring is required?

We currently follow this management pattern.

Application of a registered herbicide Physical removal Mulching


1 Blackberries are Sprayed Jan – April Landowner Chemical Herbacide

1 Bushes removed, Burnt and

mulched April - Oct

Landowner Manually

1 Blackberries are Sprayed Sep to Dec Landowner Chemical

Herbacide

1 Keep uninfected areas clear of blackberry/ monitor for new

growth All year

Landowner Visually



mulched April - Oct

Landowner Manually


Herbacide

2` Keep uninfected areas clear of blackberry/ monitor for new

growth All year

Landowner Visually



mulched April - Oct

Landowner Manually


Herbacide


growth All year

Landowner Visually



mulched April - Oct

Landowner Manually


Herbacide


growth All year

Landowner Visually




mulched April - Oct

Landowner Manually


Herbacide


growth All year

Landowner Visually


12. Pest animals Pest animals include rabbits, cats, deer, hares, foxes and other declared pest animals in accordance with the CaLP. Rabbits and foxes are typically associated with blackberry and gorse for food and shelter, and as such an integrated weed approach is required. Pest animals degrade land quality and agricultural productivity.

The management principles for pest animals are:

Reduce numbers

Destroy burrows and harbor

Prevent reinvasion 13. Management Techniques A combination of methods including:

Poisoning

Fumigation

Ripping of burrows

Destruction of harbor

Fencing

Shooting Where poisoning or shooting is required, the procedure used must conform strictly to the recommendations and regulations set out by the Department of Environment, Land, Water Environment and Planning (DELWP). Identify any pest animal issues and the proposed management of these on your site; complete the below table.

Pest

animal species

Evidence - found on site

of pest animals such as

burrow/dens, scats, diggings

Control method(s).for an integrated

approach

Monitoring techniques

Timing of treatment/control

Treatment Options over 3 years.

1 Foxes

Sightings, Burrows, scats, chickens killed. Destroy

burrows, increase fencing.

Identify activity hot spots, map

these.

Fencing – All year Den removal –

August and September

Baiting

Den fumigation and ripping

Shooting

Property hygiene

Exclusion fencing

Guardian animals Harbour removal


13. Native Vegetation

Describe the native vegetation on your site. Links to resources; http://www.gbcma.vic.gov.au/revegetation/ http://www.depi.vic.gov.au/environment-and-wildlife/biodiversity/evc-benchmarks Do you have bushland or scattered paddock trees on your property? How will you protect it from stock? Do you need a planning permit? Have you considered a conservation covenant or a program such as Bush Broker? ______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Revegetation

Re-vegetation is important on this property for the purposes of examples below are:

Restoring some native vegetation structure and character appropriate for the region

Reparation to the site where erosion is present.

Enhancing biodiversity values by restoring shrub and grassy understory.

Addressing salinity issues on site.

14. Qualifications, knowledge and experience

List any relevant qualifications, experience and membership of local groups etc.

□ Whole farm planning qualification

□ Farm chemical user permit

□ Agricultural Chemical Users Permit (ACUP)

□ Landcare Group Name …………………………………………….

□ Agricultural Name ……………………………………………………..

□ Environmental Name …………………………………………………….

□ Other Name …………………………………………………….

15: This plan was prepared by: Rebekah Shanks

Name of person(s) signing – please print

Landowner Author

Rebekah Shanks Rebekah Shanks


http://www.gbcma.vic.gov.au/revegetation/

http://www.depi.vic.gov.au/environment-and-wildlife/biodiversity/evc-benchmarks

Signature Date Signature Date

5.9.19

5.9.19
