notice of an application for planning permit€¦ · 150 jones and reeces road clydesdale vic ca 7c...

NOTICE OF AN APPLICATION FOR PLANNING PERMIT

PLANNING AND ENVIRONMENT REGULATIONS 2005 Form 2

Section 52 (Planning & Environment Act 1987)

The land affected by the application is located at:

150 Jones And Reeces Road CLYDESDALE VIC CA 7C SEC 1A PSH PYA Lot 1 PS 503844 PSH PYA

The application is for a permit for:

Addition of verandah to existing cottage and replacement of existing septic tank

The applicant for the permit is: Campaspe Drafting Pty Ltd

The application reference number is: PA 2282

You may look at the application and any documents that support the application at the office of the responsible authority:

Municipal Offices: Hepburn Shire Council Customer Services Building Corner Duke and Albert Streets, Daylesford Planning Department - Ph: 03 5348 1577

Planning applications may also be viewed on Council's web site under tab 'Statutory Planning'.

Follow the link to 'Applications on Advertising'.

This 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, * include the reasons for the objection, and * state how the objector would be affected.

The Responsible Authority will not decide on the application before:

5 / 4 / 2019

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

150 JONES AND REECES RD

CLYDESDALE 3461

7C 401602E

To build a 3.0m wide verandah and deck around existing stone cottageand also replace existing septic tank.Existing dwelling has 3 bedrooms and no study, Existing stone cottage has 2 Bedrooms and no study.There will be no additional bedrooms or studies added to this existing effluent disposal repalcement.

75,000

PLANNING & ENVIRONMENT ACT 1987

HEPBURN PLANNING SCHEME

This document is made available

for the sole purpose of enabling

its consideration and review as

part of a planning process under

the Planning & Environment Act 1987

The document must not be used

for any purpose which may

break any copyright.

Existing 3 bedroom dwelling & 2 bedroom cottage farm.

MR ALAN HARBOURD

CAMPASPE DRAFTING PTY LTD

PO BOX 530

KYNETON VIC 3444

5422 2209 [email protected]

MR CHRISTOPHER KERRISK

150 JONES & REECES RD

CLYDESDALE VIC 3461











11/12/2018ALAN HARBOURD











VOLUME 10933 FOLIO 481 Security no : 124075326735S Produced 11/12/2018 02:06 PM

LAND DESCRIPTION

Crown Allotment 7C Section 1A Parish of Yandoit.PARENT TITLE Volume 05676 Folio 077Created by instrument AE250858E 22/03/2006

REGISTERED PROPRIETOR

Estate Fee SimpleJoint Proprietors CHRISTOPHER BARRY KERRISK VICTORIA BRONWYN KERRISK both of 150 JONES & REECES ROAD CLYDESDALE VIC 3461 AL261246Q 30/07/2014

ENCUMBRANCES, CAVEATS AND NOTICES

For details of any other encumbrances see the plan or imaged folio set out under DIAGRAM LOCATION below.

DIAGRAM LOCATION

SEE TP401062E 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: 150 JONES AND REECES ROAD CLYDESDALE VIC 3461

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 10933/481 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 TP401062E

Number of Pages

(excluding this cover sheet)

2

Document Assembled 05/11/2018 10:08

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 LANDATAÂ® 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.











The Builder/Owner is responsible for obtaining all required building, planning or any other permits/reports where required.

PERMIT ISSUE

Drawing Title

Drawn

Date

Job No.

Rev

B

NOV. 2018PO box 530Kyneton 3444

Phone(03) 5422 2209

Email : [email protected] : www.campaspe.com.au

Project

PROPOSED VERANDAHFORCHRIS KERRISK150 JONES AND REECES RDCLYDESDALE 3461

Drawing No.

ALAN HARBOURD DP-AD 16041

Scale

AS SHOWN AT A3 SIZE

C

COPYRIGHTIssue

A1

1868

FACE SHEET

DRAWING LIST

A1 FACE SHEET

A2 SITE PLAN

A3 EXISTING PLAN

A4 FLOOR PLAN

A5 ROOF PLAN

A6 SECTIONS

A7 ELEVATIONS

VIEW - 2

VIEW - 1

VIEW - 4

VIEW - 3











LOT 7C

LOT 1

410.38 m

186.08 m

73.23 m

127.3

4 m

187.13 m

80

.83 m

138.77 m

98.77 m

388.86 m404.9

5 m

JIM

CR

OW

CR

EE

K

JO

NES A

ND

REEC

ES R

OA

D

WIL

SON

S

LAN

E

700m

appro

x.

PROPOSED VERANDAHAROUND EXISTING STONECOTTAGE.2 BEDROOMS NO STUDY.

existing dam

existing drivewayexisting sheds

existing water tank

EXISTING DWELLING 3 BEDROOMS NO STUDY

existing sheds

EXISTING SEPTIC TANKAND EFFLUENT LINES TO BEREPLACED

240

250

250

CONTOURS BASEDON LASSI MAPS.

RECOMMENDED LAND APPLICATION AREA REFER REPORT PREPARED BY PROVINCIAL PTY LTD FOR RECOMMENDATIONS.

APPROX158.00 m

APPR

OX

123.00

m

APPROX.153.00 m


PERMIT ISSUE

DRAINAGE NOTES

Site drainage is indicative only, builder to confirm all levels and falls.

Drainage to be installed as per NCC section 3.1.2 - "Drainage" & AS 3500 "National Plumbing and Drainage Code".

Builder to confirm all drainage requirements have been achieved as per NCC & AS 3500 at completion of project.

During construction, water run-off shall be collected and channeled away from building/footings.

Temporary downpipe socks are to be connected to stormwater system as soon as roofing is installed.

SITE NOTES

THE BUILDER SHALL CHECK ALL DIMENSIONS, SETBACKS, LEVELS and specifications and all other relevant documentation prior to commencement of any works, report all discrepancies for clarification.

Installation of all services shall comply with the respective supply authority requirements.

EXISTING SERVICES ARE NOT SHOWN ON THESE DRAWINGS.IT IS THE RESPONSIBILITY OF THE OWNER/BUILDER TO LOCATE ALL SERVICES UNDER AND AROUND PROPOSED WORKS AREA.

BAL 12.5 REQUIREMENTS

5.3 - Floor not applicable

5.4.1 - External Walls parts of walls less than 400mm above ground or deck

• non combustible or• fibre cement cladding (6mm thick) or• bushfire resisting timber or• timber species as specified in AS3959

5.4.3 - Vents & weepholes • screened with mesh

5.5.2 - Windows • Bushfire shutter or• Screen or• less than 400mm from deck or ground

bushfire resistant timber / metal

5.5.3 - Doors

5.6.3 - Sheet Roof • Fully sarked or• any gaps greater than 3mm sealed

5.6.4 - Carport & verandah • As per main roof or• Totally separated by an external wall

5.6.5 - Roof Penetrations • any gaps greater than 3mm sealed• openings fitted with ember guards

5.6.6 - Eaves & Gables • Gables as per walls• Penetrations as per roof

All construction requirements shall comply with AS3959 section 5.Listed above are some of the requirements but not all of them.The builder is responsible for determining all the requirements and materials to be used as specified in AS3959.

5.4.2 - Joints • covered, sealed, overlapped backed or• butt jointed to prevent gaps greater than 3mm or• sarking material over external frame

5.7.2.4 - Decking • non combustible or• bushfire resisting timber or• timber species as specified in AS3959

• Bushfire shutter or• Screen or• less than 400mm from deck or ground

bushfire resistant timber / metal

SCREENSMesh must be of corrosion resistant steel, bronze or aluminium with a maximum aperture of 2mm.

NE

WS

Drawing Title

Drawn

Date

Job No.

Rev

B


Phone(03) 5422 2209


Project


Drawing No.


Scale

AS SHOWN AT A3 SIZE

C

COPYRIGHTIssue

A2

1868

SITE PLAN

SCALE1 : 2500

SITE PLANWINDSPEED 41m/s (N3)












PERMIT ISSUE

NE

WS

THE BUILDER SHALL CHECK ALL DIMENSIONS, SETBACKS, LEVELS and specifications and all other relevant documentation prior to commencement of any works, report all discrepancies for clarification.

EXISTING SERVICES ARE NOT SHOWN ON THESE DRAWINGS.IT IS THE RESPONSIBILITY OF THE OWNER/BUILDER TO LOCATE ALL SERVICES UNDER AND AROUND PROPOSED WORKS AREA.

Builder to confirm location of all existing load bearing members prior to commencing works.

EXISTING LOAD BEARING MEMBERS

NA3

EA3

WA3

SA3

Bed 1

Bed 2 Bathrm

EntryHall

Lounge

d.p.d.

p.

d.p.

FL

CL

27

00

FL

CL

FL

CL

FL

CL

Drawing Title

Drawn

Date

Job No.

Rev

B


Phone(03) 5422 2209


Project


Drawing No.


Scale

AS SHOWN AT A3 SIZE

C

COPYRIGHTIssue

A3

1868

EXISTING PLAN

SCALE 1 : 100

FLOOR PLAN - EXISTING

ELEVATIONSCALE 1 : 100

A3

E


A3

N


A3

S


A3

W











NA7

EA7

WA7

SA7

1A6

1A6

Bed 1

Bed 2 Bathrm

EntryHall

Lounge

d.p.d.

p.

d.p.

Proposed verandah

Proposed verandah

Pro

po

sed

vera

nd

ah

Pro

po

sed

vera

nd

ah

3.6

0 m

3.00 m

3.0

0 m

3.00 m

16.87 m - confirm

15.1

7 m

- c

on

firm

d.p.

d.p.

d.p.

d.p.

d.p.d.

p.

d.p.

d.p.

240.00

239.60

24080

240.40

3.0

0 m

decking boards with gaps

decking boards with gaps

FL 240.00

FL 2

40.5

0

FL 240.50

NE

WS


PERMIT ISSUEBAL 12.5 CONSTRUCTION REQUIREDAll construction requirements shall comply with AS3959. The builder is responsible for determining all the requirements and materials to be used as specified in AS3959.

SUB-FLOOR NOTE:

• If the sub-floor clearance is less than 400mm , the entire sub-floor must either be Sprayed with an approved termite chemical treatment

OR

• the entire frame to be H3 Termite treated timber.

• Sub-floor clearance from ground level must be a minimum of 150mm.

• Where sub floor clearance is less than 150mm, H4 treated timber must be used.

• floor joists & bearers to be H3 treated.

• decking boards to be merbau or similar as per BAL 12.5 requirements.

DECKING

brick

LEGEND

Existing Dwelling

approximate existing surface levels in metres99.36

FL 100.00 Finished floor level, to be confirmed on site by builder

d.p. Down pipe connected to

Legal point of discharge

Stone

Drawing Title

Drawn

Date

Job No.

Rev

B


Phone(03) 5422 2209


Project


Drawing No.


Scale

AS SHOWN AT A3 SIZE

C

COPYRIGHTIssue

A4

1868

FLOOR PLAN

SCALE 1 : 100

FLOOR PLAN - PROPOSED

FLOOR AREASAREA m2 SQ's

DWELLING 95.7 10.3

VERANDAH/DECK 160.2 17.2

TOTAL FLOOR AREA 255.9 27.5











LEGEND

d.p. Down pipe connected to

Legal point of discharge

ROOFING NOTES

All roof runoff to be gathered and discharged to legal point of discharge (LPOD).

Spacing between downpipes must not be more than 12m and within 1.2m from a valley. overflow provision must be made when a downpipe is more than 1.2m from a valley.

Downpipes to be provided at 1 per 40m2 of roof excluding box gutters and rainheads.

Gutters must be installed with fall of not less than :-• 1:500 for eaves gutters, • 1:100 for box gutters

Selected roof material shall be installed and fixed in accordance with manufacturers specification and relevant codes.

Fix gutters and flashings to permit thermal movement in their full length.

Plumber to confirm location and number of downpipes provided.

Temporary downpipe socks are to be connected to stormwater system as soon as roofing is installed.

NOTEAll new down pipes to be connected to existing stormwater system. Builder to confirm existing stormwater system is in good condition and does discharge to LPOD.

Stormwater pipe layout indicative only.Plumber to confirm layout and connection to LPOD.

Stormwater to discharge tolegal point of discharge.

5°

5°

5°

5°

exi

stin

g b

ox

gutt

er

NE

WS


PERMIT ISSUE

STORMWATER NOTES

All roof runoff to be gathered and discharged to legal point of discharge (LPOD).

Spacing between downpipes must not be more than 12m and within 1.2m from a valley. overflow provision must be made when a downpipe is more than 1.2m from a valley.

Stormwater pipework shall be class 6 uPVC laid at min. grade of 1:100.Provide inspection openings at 9.0m max. centres and each change of direction.Pipework cover :-

• 100mm under top soil • 50mm under paved or concrete areas• 100mm under unreinforced concrete or paved driveways• 75mm under unreinforced concrete driveways.

Drawing Title

Drawn

Date

Job No.

Rev

B


Phone(03) 5422 2209


Project


Drawing No.


Scale

AS SHOWN AT A3 SIZE

C

COPYRIGHTIssue

A5

1868

ROOF PLAN

SCALE 1 : 100

ROOF PLAN












PERMIT ISSUE

TIMBER STRINGER SIZES

MGP10 H3

(external)

timbertype

stair width (mm)section

size750 1000 1200 1500 1800

maximum number of risers

190x45

240x45

290x45

13 12 11 11 10

15 14 14 13 12

18 16 16 15 14

STAIR NOTES

• Max. gap in balustrades & risers openings to be 125mm

• All steps shall have a maximum rise of 190mm and a tread width of 240mm min. in accordance with the N.C.C.

• Doorways shall have a 750mm wide landing where threshold is greater than 570mm (3 risers) above adjoining surface.

• Each flight must have not more than 18 risers.

• All steps, landings and the like to have non slip finish or suitable non-skid strip near edge of nosing.

• Provide P4 (Wet surface) and P3 (Dry surface) classification slip resistance to landing edge strip, nosing OR tread surface in accordance with AS 4586".

HANDRAILING• If height from finished surface level to finished floor level is

greater than 1000mm handrailing is to be constructed as required by N.C.C. current addition.

• Balustrade height 1000mm minimum above floor of any access path, balcony or landing.

BALUSTRADES, LANDINGS & HANDRAILS TO BE PROVIDED AND CONSTRUCTED IN ACCORDANCE WITH THE N.C.C.

FL FL

CL

27

00

LoungeBed 2 Bathrm

existing roof framing

existing roof framing

existing sub floor

400400

excavate 500 deep fromedge of building.do not excavate below existing footings.

rafters at 900 cts

24

00

24

00

battens at 900 cts

fix rafters to timber topplate as approved by building inspector.

GENERAL NOTESThe Builder/Owner is responsible for obtaining all required building, planning or any other permits/reports where required.

The builder shall confirm all DIMENSIONS, HEIGHTS, ROOF SLOPES AND LEVELS on site before commencement of work.

Dimensions SHALL NOT be obtained by scaling these drawings.

N.C.C. - Denotes National Construction Code series volume 2

All construction to comply with the N.C.C. and Hepburn Shire Council.

It is the builders responsibility to ensure that all materials and work practices shall comply with, but not be limited to the N.C.Cand all other relevant current Australian standards (as amended).

The builder and all sub contractors shall comply with all applicable occupational health and safety acts, codes of practice, guidance notes, Australian standards and other relevant documentation.

Termite protection shall be in accordance with the N.C.C. part 3.4.1 & AS3660.1 termite management part 1 : new building work.

galv. ant capand termite managementas setout by AS 3660.1and NCC - Volume 2

floor joists

stu

mp

bearer

backfilled withmanually tampedor rodded soil.

massconcrete

min. clearance as perthe NCC - Volume 2

refe

r e

ng

ine

ers

dra

win

gs

refer engineers drawings

TYPICAL STUMP DETAILNOT TO SCALE

BATTENSROOF BATTENS- SUPPORTING ROOFING ONLY

SHEET ROOF (20kg/m2)

RAFTER SPACING

AS1684.4REF No.

SIZE & GRADE

900 TABLE A37

38x75 F8 HW AT 900 CTS MAX.45x70 MGP10 AT 900 CTS MAX.ORLYSAGHT TOPSPAN 40 AT 900 CTS

Drawing Title

Drawn

Date

Job No.

Rev

B


Phone(03) 5422 2209


Project


Drawing No.


Scale

AS SHOWN AT A3 SIZE

C

COPYRIGHTIssue

A6

1868

SECTIONS

SECTIONSCALE 1 : 100

A4

1











FL

CL

proposed verandah

existing brickwork

FL

CL

proposed verandah

existing brickworkexisting stone


PERMIT ISSUE

Baseboard BAL 12.5 requirementsany baseboard that is less than 400mm from ground level to be :-• non combustible material or• Fibre cement external cladding, a minimum of 6mm in

thickness or• a fire resistant timber such as ironbark, merbau or other timber

as listed in BAL report Table E1.

FL

CL

27

00

proposed verandah

existing brickwork

corrugated existing roof

FL

CL

proposed verandah

existing stone

corrugated existing roof

Drawing Title

Drawn

Date

Job No.

Rev

B


Phone(03) 5422 2209


Project


Drawing No.


Scale

AS SHOWN AT A3 SIZE

C

COPYRIGHTIssue

A7

1868

ELEVATIONS


A4

N


A4

S


A4

E


A4

W











notice of an application for planning permit€¦ · 150 jones and reeces road clydesdale vic ca 7c...

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