ATTACHMENT A

[Attachment A consists of 8 pages]

DEVELOPMENT PLAN PROVISIONS - CONSOLIATED 5 November 2015

RESIDENTIAL ZONE

Mid Suburban Policy Area 16

Desired Character - Mid Suburban Policy Area 16 This policy area will be characterised by a mix of dwelling types throughout, such as detached and semi- Complies detached dwellings, interspersed with a range of well designed medium density housing on larger, wider allotments as well as on main road fontages and facing larger public open spaces.

It is desirable that dwellings be designed to complement and enhance the high quality pre and post World War Two building styles and iicorporating setback, siting, materials, roof forms and features consistent with and enhancing the established character.

Development of detached and semi1detached dwellings up to two storeys in height is appropriate provided there is minimal overshadowing or overlooking of adjoining properties. Group dwellings and residential flat buildings are approprate on larger, wider sites or those achieved through site amalgamation

Objective 1 Development that contributes to the desired character of the policy area. Complies PDC 1 Development should not be undertaken unless it is consistent with the desired character for the policy Complies

area. PDC 3 A dwelling should have a minimum site area (abd in the case of group dwellings and residential flat Does not Comply

buildings, an average site area per dwelling) ad a frontage to a public road or depth not less than that shown in the following table:

Dwelling type Site area Minimum dimensions (square metres) (metres)

Detached 400 (minimums 10- frontage 350 (minimum) for corner sites

Semi-detached 300 (minimum) 8-frontage

Group dwelling 325 (average) 18- frontage for regular site Residential flat building 8-frontage for irregular site

Row dwelling 250 (minimum 8-frontage 25-depth

0= Objective

PDC = Principle of Development Control

RESIDENTIAL ZONE

PDC 14 Development should be consistent with the building envelope requirements as shown in the figure Complies below, except where a variation to th building envelope is specified in a particular policy area:

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GENERAL SECTION Residential Development 02 A diverse range of dwelling types and sizes available to cater for changing demographics, particularly Complies

smaller household sizes and supported accommodation.

PDC 2 Residential allotments should be of varying sizes to encourage housing diversity Complies

PDC 4 Residential development should b designed to ensure living rooms have an external outlook. Complies

PDC 5 Entries to dwellings or foyer areas 'should be clearly visible from the street, or access ways that they face Complies

to enable visitors to easily identify ndividual dwellings.

PDC 6 Garages, carports and residential otbuildings should have a roof form and pitch, building materials and Complies

detailing that complement the associated dwelling.

0=. Objective PDC = Principle of Development Control

PDC S Garages, carports and residential outbuildings should not dominate the streetscape and be designed within the following parameters:I

Corn p lies

Parameter Value

Maximum floor area 60 square metres

Maximum wall height 3 metres

Maximum building height 5 metres

Minimum setback from a pnrnary road Garages and carports setback in accordance with the frontage following:

within the Residential Zone or Residential Character Zone - at least 5.5 metres or 0.5 metres behind the main face of the associated dwelling, Whichever is the greater distance from the primary frontage no closer than any part of its associated dwelling and in any other case, be setback a minimum of 5.5 metres

Outbuildings should not protrude forward of any part of its associated dwelling

Minimum setback froma secondary road 0.9 metres or in-line with the existing dwelling frontage

Minimum setback from a rear or side 0 metres vehicle access way

Maximum length along the boundary 8 metres or50 per cent .of the length alongthat boundary (which ever is the lesser)

Maximum frontage width of garage or No maximum carport with an opening facing a rear access lane

Maximum frontage width of garage or ILess than 50 per cent of the allotment frontage provided the carport with an opening facing the street width does not exceed 6 metres within the Residential Zone

or Residential Character Zone

3 0= Objective PDC = Principle of Development Control

PDC 14 For each dwelling in the Residential Zdne or Residential Character Zone that has a ground floor level, private open space should:

contain one primary useabte part, cirectly accessible from a living room within the dwelling consistent with the following requirements:

Policy Area Minimum area of useable private open Minimum Maximum space j dimension gradient (square metres) (metres)

Integrated Medium 16- bra sie area 250 square metres or less 4 14n-10 Density Policy Area 20

Woodville Medium 16- fora site area 250 square metres or less 4 1-in-10 Density Policy Area 21 25- fora site area greater than 250 square 4 14n-10

metres

Cheitenham Park 'Policy 10 - for a sue area 250 square metres or less 3 14n-10 Area 22 and Woodville 15- for a site area greater than 250 square 3 1-in-10 West Policy Area 23 metres

All other policy areas 25 4 14n-10

not be covered by verandas by imor than 30 per cent and to not include any areas to be used for the paricing of motor vehicles

be located behind the building 'line

be provided at the following 'rates and in accordance with the following requirements:

Partially complies

4

O= Objective

PDC = Principle of Development Control

Zone I Policy Area Detached dwe!lling Group dwelling Site area Site area 250 square Semi-detached Residential flat greater than metres or less dwelling building 250 square Row dwelling metres

innerSuburban 25 per cent oftke 8O square metres Policy Areas 15, Mid site area per dwelling or 25 Suburban Policy 20 per cent of the per cent of the site Area 16, Western site area or 60 area (whichever is Edge Policy Area 17, square imetres jer the greater) West Lakes General dwelling (whichver Policy Area 18 is the greater) i ,here

an allotment is adjacent or abLts a

road that is public adjacent a coatal reserve or zone the River Torrens Liinear Park, the lake at West Lakes or public reserve ith an area of at lest 2500 square mtres

GENERAL SECTION Design and Appearance

01 Development of a high architecturbi standard and appearance that responds to and reinforces positive Complies

aspects of the local environment and built form.

PDC 1 Buildings should reflect the desired character of the locality while incorporating contemporary designs Complies

that have regard to the following:

building height, mass and proportion

external materials, patterns, coours and decorative elements

roof form and pitch façade articulation and detailing

verandas, eaves, parapets and Lwindow screens.

0= Objective

PDC = Principle of Development Control

PDC 2 Where a building is sited on or cldse to a side or rear boundary, the boundary wall should minimise: Complies

the visual impact of the building as viewed from adjoining properties

overshadowing of adjoining properties and allow adequate sunlight access to neighbouring buildings.

PDC 9 The design and location of buildins should enable direct winter sunlight into adjacent dwellings and Complies

private open space and minimise overshadowing of:

windows of main internal living areas

ground level private open space

upper-level private balconies that provide the primary open space area for dwelling

solar collectors (such as solar hot water systems and photovoltaic cells).

PDC 10 Except where specified in a zone, jDolicy area or precinct, development should ensure that: Complies

(a) north-facing windows to habitable rooms of existing dwelling(s) on the same allotment, and on

adjacent allotments, receive at lest 3 hours of direct sunlight over a portion of their surface between 9

am and 3 pm on the 21 June. (b) ground level open space of existing buildings receives direct sunlight for a minimum of 2 hours

between 9 am and 3 pm on 21 Jure to at least the smaller of the following: half of the existing ground 1eve11open space 35 square metres of the existing ground level open space (with at least one of the area's dimensions

measuring 2.5 metres). (c) where overshadowing already ixceeds the requirements contained in part (b), the area

overshadowed should not increase by more than 20 per cent.

PDC 11 Buildings with upper level window, balconies, terraces and decks should minimise direct overlooking of Complies

habitable rooms and private open Ispaces of dwellings through one or more of the following measures:

off-setting the location of balconies and windows of habitable rooms with those of other buildings so

that views are oblique rather than direct building setbacks from boundafies (including building boundary to boundary where appropriate) that

interrupt views or that provide a spatial separation between balconies or windows of habitable rooms screening devices (including fencing, obscure glazing, screens, external ventilation blinds, window

hoods and shutters) that are integated into the building design and have minimal negative effect on

residents' or neighbours' amenity other than within the Urban Core Zone, sill heights of not less than 1.5 metres or permanent screens

0= Objective

PDC= Principle of Development Control

having a height of 1.5 metres aboie finished floor level.

PDC 14 Buildings, landscaping, paving and signage should have a coordinated appearance that maintains and Complies

enhances the visual attractiveness of the locality.

PDC 15 Buildings should be designed and kited to avoid extensive areas of uninterrupted walling facing areas Complies

exposed to public view.

PDC 22 Except in areas where a new charcter is desired, the setback of buildings from public roads should: Complies

a)be similar to, or compatible kwlth, setbacks of buildings on adjoining land and other buildings in the locality

b)contribute positively to the function, appearance and /or desired character of the locality

GENERAL SECTION Transportation and Access

PDC 11 Driveway crossovers should be searated and the number minimised to optimise the provision of on- Complies

street visitor parking (where on-stkeet parking is appropriate).

0= Objective PDC = Principle of Development Control

Table ChSt/2

- Off Street

Vehicle

Parking

Requirements

Partially Complies - See body of

report

Form of Development Number of Required Car Parking Spaces

Dwelling (detached and seni-delathed) 20Ji site car iparking spaces, one of wtEh is covered (the send space can be tandem)

Dwelling (group, row and residential flat owetiing Number of Average spaces per dwelling I size bedrooms

1 km radius from Any ether a District Centre drcumstarces or <200 metre (except for radius Troma Integrated railway statidn, Medium light rail or Density Policy busway stop Area 20)

Laige 3-bedrooms 125 2.00 or floor area >l3osquare metres

MedIum 2 bedrooms 1.00 150 orfloor area of 75 square metres to 130 square metres

nJatl 1 bedroom 0.75 1.00 orfiocx area '75 square metes

for 025 025 )Tsper

10

0= Objective PDC = Principle of Development Control

E1

A1TACHMENT B

[Attachment B consists of 26 pages]

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F I Development Application Form Office Use Only 252/ /15 I

I Property No: 1 01963

Development Act 1993 I : Date Lodged: I Received By ______

To submit an application, sections 1-15 of this application must be completed. Please use block letters and black or blue pen. The completed form must be accompanied by all required documents as specified in the "Requirements Checklists" (Planning Consent and Building Rules Consent) and the applicable fees.

Applications submitted that do not Include the prerequisite information listed in the "Requirements Checklists" will be returned for resubmission by the applicant once they are complete.

1 Application Type

E1 Complying Development 0 Building Rules Consent - Building Only

(Includes approval to Development Plan Consent - Planning Only

o Development Approval - Both Planning and prune or remove a regulated

Building -

or significant tree)

O Non-Complying

2 Location of Proposed Development

No: Street: Suburb: W001N)LIZ Postcode:

(or) Lot No: V5 DP: Section No: (Full/Part) Hd:

Certificate of Title: Volume: 66 ' Folio:

3 Detailed Description of Proposed Development 712 11M S10 ( sour 4J(_U 06 ('421 C'fl r& DV I I %ft r%A / ti-m-iq b rsI 8011. orvg PJ 11O

4 Cost of the Proposed Development (excluding fit-out costs such as furniture)

$ l-0 j LWr Please note: Co uncil may require written justification to verify costs.

5 addressed to the Applicant. In the event of multiple applicants the addressee will be the first named)

*Applicant Name (Mr/Mrs/Ms/Company): fA 13 WftOPWA Mi2 MItWL

Email: Miiael. CI1o1i4C.( lil-F torn PostalAddress: ,2 RIdteW j7iV' W Phone: Mobile: Fax:

*Builder: 140r K 41$ Licence No: Email: Postal Address: Phone: Mobile: Fax:

*Owner(s) of Subject Land: (Mr/Mrs/Ms) if 'k24 1tpç M 9L,ø-Email:

PostalAddress: 2' ReAJ DdIk/ 4)Nt'JOR &bN Phone: Mobile: Fax:

City of Charles Sturt 72 Woodville Road, Woodvilie, South Australia 5011 T 088408 1111 F 088408 1122 www.charlessturt.sa.gov.au

I

6 Has the Construction Industry Training Fund Act 1993 Levy been paid? Yes LI No

7 Does a regulated tree exist on the site or on adjoining land which might be affected Yes LI No (including damage to tree roots) by the proposed development?

New Dwellings and Dwelling Additions (Sections 8 and 9 only)

8 Site Declarations - New Dwellings Only

8.1 Was the allotment created on or after 1 September 2009? Yes 0 1No

8.2 Does the site have connection to or is capable of being connected to a sewage system or Yes No waste control system which complies with the Public and Environmental Health Act, 1987?

8.3 Was the site, to the best of your knowledge and belief, subject to site contamination as a Yes No result of a previous use of the land or a previous activity on the land?

9 Site Declarations - New Dwellings, Dwelling Additions and Carports/G a rages

9.1 If the proposed building includes a garage/carport, does it gain driveway access from: LI (if not applicable)

9.1.1 an existing driveway or authorised access point; or Yes LI/No I" 9.1.2 a mountable or rollover kerb; or Yes No D 9.1.3 a driveway access point illustrated as part of an approved land division; or Yes

VNo

o 0 91.4 a driveway access point that is not located within 6 m of an intersection or a Yes 0

pedestrian actuated crossing and will not interfere with a tree, street furniture, or other infrastructure?

9.2 Is there a tree on council land in the way of works, or within 2m of the proposed works? Yes No

If Yes,

Approximate height of tree: metres

Approximate Trunk Circumference: metres

* All trees will be assessed by Council's Technical Arboriculture Officer; if the tree is required to be removed all removal costs will be charged back to Applicant. All removal works will be done by Council's Arboriculture Team..

9.3 If you have answered 'No' to 9.1.1-9.1.4 of the above, please complete the following information:

Driveway Crossover Required Width: metres

Material Type to be used:

7co

otmix

ncrete Colour Wk1t1J12t Style

O Paved Colour Style

10 *Contact Person for Further Information (if other than the applicant)

Name: H' 9 001$ iCKf Email: ore,p () ond,de ' Phone: —' MobiI O4(-4 Fax:

2

11 Current Land and Property Use (e.g. dwelling, shop, industry, warehouse)

DW U—i N

Historic Use of Land

Are there any easements on the land? Yes U No L4

Are there any significant trees on the land or adjacent land? Yes 1111 No

is there a brush fence within 3 metres of the Yes No

proposed building work?

12 Building Classification Details

Building classification sought: Present classification(s):

Commercial/Industrial applications:

Number of employees: Male: Female:

Institutional buildings: Number of persons accommodated:

Assembly buildings: Number of occupants:

13 Decision Notification Distribution

Decision Notices and associated documentation will be distributed by email if the applicants email address is

included in the Applicant Details section on page 1 of this form. When distributing large size documents the decision documentation will be distributed via a downloadable link sent to your email unless a paper copy is spe ifically requested.

Please send a paper copy of the decision documentation by post.

14 Privacy Policy

I acknowledge that copies of this application and supporting documentation may be provided to interested persons in accordance with the Development Regulations 2008 and Development Act 1993 and where public notification is required may be made available on Council's website. Information included within this applicationOnline Development Application Tracking system.

Details provided by the applicant, written representations and other technical reports form part of the reports attached to Council agendas. The agenda, minutes and accompanying report is made available on Council's website. Information, including names and addresses recorded in these documents can therefore be searched by the various website search engines.

15 *signed: *Date:___________________________

U Applicant Owner E'thorised Person

3

.00000000000 000 o.o o0'. 0.00 0.0 0

*Oo0000000oO00 00000 00

OF 0.0

00 0 4E 0

Powerline Clearance Declaration of Applicant Form Pursuant to Clause 2A(1) of Schedule 5 of the Development Regulations 2008

Please complete all mandatory fields marked with ().

Note 1: This declaration is only relevant to those development applications seeking authorisation for a form of development that involves the construction of a building (there is a definition of 'building' contained in section 4(1)

of the Development Act 1993).

Note 2: The requirements of section 86 of the Electricity Act 1996 do not apply in relation to:

a fence that is less than 2.Om In height; or

a service line installed specifically to supply electricity to the building or structure by the operator of the transmission or distribution network from which the electricity is being supplied.

Note 3: A Building Safely Near Powerlines brochure has been prepared by the Technical Regulator to assist applicants and other interested persons. Hard copies of this brochure are available from councils and the Office of the Technical Regulator. The brochure and other relevant Information can also be found at http://www.sa.gov.au/otr.

Arrnlicnt Details: Namet: (Company/Or/Miss/Mr/Mrs/Ms)

M ePcM 1Sr WJ(dç 'k IA R M I OH4V L- oi I J,-C Postal Addresst: (please provide full postal address)

z ' g I tti 1 yi7 'l1Ot Ernail*:(for Coundllto useto contact)

MichoeI Cic-4- o'i Co I Phone it:

53.3L I Phone 2: Fax:

Development Details:

2.1. Development Application Number: (eg 252/1111/14)

1252/ /

2.2. Date of Applicationt:

I I

2.3. Location of Proposed Development*: (please provide full address)

City of Charles Sturt 72 Woodville Road, Woodville, South Australia 5011 T 08 8408 1111 F 08 8408 1122 www.charlessturt.sa.gov.au

r1ii

2.4. Description of Proposed Development*:

O (*) Single-storey row dwellings 0 () Single-storey group dwellings

Amended Applications (Amendment to DA Carport

o 252/ .... /... for include the full title of original 0

- application then to and list all of the amendments)

all 'bemolition of existing dwelling and associated 13

Domestic garage

structures

O Fence 0 Free standing illuminated sign/wall sign/fascia sign

Land division - boundary re-alignment Mixed use development comprising (*)

dwellings,

o 0 () retail floor space, (*)

office floor space, over (*)

above ground floors, with (*)

car parking and

access to (insert road name) and landscaping

Office Removal/Pruning of a sign if ica nt/regu lated tree

(insert biological & common name of tree)

O Restaurant 0 Shop

O Shop fit out El Single-storey detached dwelling

Single-storey dwelling addition Single-storey residential flat building comprising

(*) dwellings

Staged Development (Full description of the original Store building with ancillary landscaping and car

o application followed by -Stage 1 and the description 0 parking

of the stage) Swimming Pool Torrens/ Strata/Community Land division

o 0 comprising (*)

allotments, public road and

reserves

O Two single-storey semi-detached dwellings 0 Verandah

Warehouse or Industry and associated office with

- ancillary landscaping and car parking

Other:

2.4.1. Further Details of

peclaratiofl

i(1yiJk M l )Lk being the applicant for the development described above, declare that the proposed development will involve the construction of a building which would, if constructed in accordance with the plans submitted, not be contrary to the regulations prescribed for the purposes of section 86 of the Electricity Act 1996. I make this declaration under Clause 2A(1) of Schedule 5 of the Development Regulations

Privacy Policy*:

By submitting this form, I consent to the City of Charles Sturt collecting, retaining and using my personal inforrwJtion provided in line with Council's Privacy Policy.

Page 20f2

/1021

5

o00 .0 0 .0 o.o c.o o

•G0.O oo 0000 0

FY~ Powerline Clearance Declaration of Applicant Form Pursuant to Clause 2A(1) of Schedule 5 of the Development Regulations 2008

Please complete all mandatory fields marked with (*)

Note 1:

This declaration is only relevant to those development applications seeking authorisation for a form of

development that involves the construction of a building (there is a definition of 'building' contained in section 4(1)

of the Development Act 1993).

Note 2:

The requirements of section 86 of the Electricity Act 1996 do not apply in relation to:

a fence that is less than 2.Om in height; or

a service line installed specifically to supply electricity to the building or structure by the operator of the

transmission or distribution network from which the electricity is being supplied.

Note 3:

A Building Safely Near Powerlines brochure has been prepared by the Technical Regulator to assist applicants and

other interested persons. Hard copies of this brochure are available from councils and the Office of the Technical

Regulator. The brochure and other relevant information can also be found at httn://www.sa.gov.au/otr.

Anolicant Details: Name*: (Company/Dr/Miss/Mr/Mrs/Ms)

Postal Add ress*: (please provide full pástol address)

Email*: (for Council to use to contact) Phone 1*:

Phone 2: Fax:

Development Details:

2.1. Development Application Number: (eg 252/1111/14)

2.2. Date of Application*:

2.3. Location of Proposed Deve lopment*: (please provide

City of Charles Sturt 72 WoodviUe Road, Woodville, South Australia 5011 T 08 8408 1111 F 08 8408 1122 www.charlessturt.sa.gov.au

Governmental South Australia

tci,erlrnet of Ptarning. 1OfI nd tnfrJ.lrutuiO

Product

DatelTime

Customer Reference

Order ID

Cost

Register Search

02/12/2015 08:50AM

20151202000788

$27.25

The Registrar-General certifies that this Title Register Search displays the records maintained in the Register Book and other notations at the time of searching.

a) Registrar-General

Certificate of Title - Volume 5663 Folio 558 Parent Title(s) CT 2473/98 REAL PROp rOT. ISIS

Dealing(s) CONVERTED TITLE Creating Title

Title Issued 17/06/1999

Edition 4

Edition Issued 06/10/2015

Estate Type FEE SIMPLE

Registered Proprietor BARBARA TERESA MULA

OF 28 RIVERGLEN DRIVE WNDSOR GARDENS SA 5087

Description of Land ALLOTMENT 25 FILED PLAN 115537 IN THE AREA NAMED WOODVILLE NORTH HUNDRED OF YATALA

Easements

Schedule of Dealings NIL

Notations Dealings Affecting Title

NIL

Priority Notices

NIL

Notations on Plan

Land Services Group 7age I of 3

Copyright Privacy Disdaimer www.sailis.sa.gov.au/home/ehowcopyright ww.sailis,sagov.auThom&ahowPrivacyStatement www.saiIis.sagov.au/home/showDsdaimer

Product Register Search

Government of, South Australia DatefTime 02112/2015 OB:5OAM

Dpnrsmtntof Customer Reference

iapor and lnftasiulufe Order ID 20151202000788 Cost $27.25

NIL

Registrar-General's Notes

NIL

Administrative Interests 4

NIL * Denotes the dealing has been re-lodged.

Land Services Group sage 2 of 3 Copyright Privacy Disclaimer: www.sailis.sa.gov.au/bome/showCopyrfght tww,saihs.sagovau/home/showPrivacyStatement s6v,saiUs.sa.ov.auIhome/9howDIs~'aimer

-

Product Register Search

Governmntof Souti, Auttralla Date/Time 02/12/2015 08:50AM

Dcpartmcnt o tarng Customer Reference Tatpyt and ,ontuture Order ID 20151202000788

Cost $27.25

THIS PLAN IS SCANNED FOR CERTIFICATE OF TITLE 247398 LAST PLAN REF: OP 877

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DISTANCES ARE IN FEET AND INCHES FOR METRIC CONVERSION

1 FOOT = 03048 metres 1 INCH 00254 metres

NOTE: SUBJECT TO ALL LAWFULLY EXISTING PLANS OF DIVISION

Land Services Group 9age 3 of 3 Copyright Pnvecy Disclaimer: www.sailia.so.gov.aulhomwshovwbopyright w.saiJis.sagov.au/homelshowPñvacyStatement www.saflis.saqov.au/home/sllowDisclaimer

City of Charles Sturt

72 Woodville Rd, Woodville SA 5011

ATTENTION: Lisa Stevens

MONDO Architecture

9 Brougham Place

North Adelaide SA 5006

1 0417 8349 76

E Iorenadcmondodesign.com.au

RECEIVED 1 MAR 2016

21 March 2016

Lisa

RE: DEVELOPMENT APPLICATION 252/3094/15, 23 Lonsdale Street Woodville North.

Further to the drawings supplied to the council in February showing the new scheme we have asked the

engineer to amend his stormwater design to reflect the new layout. Please note that we have also

lowered building levels to minimise the height of retaining walls and better reflect the levels on adjacent

sites, particularly the south west corner which drops substantially to RL 7.77.

Here enclosed are 3 sets of amended engineering stormwater/siteworks design documentation and 3

sets of architectural drawings PA03 Rev C to PAll Rev C also reflecting the new building levels.

Please let me know if there is anything else you require.

Yours faithfully

Lorena Dubiriiecka

CC B. Mula & M. Chidiac

10

UNIT I EILING 14.4RL -

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LEAR GLASS iPf!

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EILING 11.4RL

tiriri t1 FFL 0.00 RL8.4 I mill, IL I I •4 Iii

UNIT 4

LINE OF FENC NAT. GROUND LEVEL

LINE OF RET.

NO .I1i U

CD Il1IeLii !

00 0.00 1`110 c'

(N I

LINE OF 9E

LINE OF RT.

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UNIT 4 NAT. GROUND LEVEL

I IMIT '

FINISHES NOTES: WALLS-EXTERNAL RENDERED HEBEL WALL SYSTEM COLOUR- WHITE

ROOF TIMBER FRAMED STRUCTURE ZINCALUME TRIMDEK COLORBOND BLACK RAIl ATER GOODS

WIN DOWS NATURAL ANODISE ALUM

GARAGEDO( S COLORBOND BLACK

Z FRONT DOOF PAINT FINISH: BLACI

Z FENCES COLORBOND SLATE

REI..J...j

am PAVING UNIT PAVERS, CHAR OAL BRUSHED CONCRETE WI CH L OXIDE

DRIVEWAY: BITUMEN

WALLS-INTERNAL TIMBER FRAMED, 45X90 STUDS @ 600CTS MAX. INSULATED, 13MM PALSTERBD TYPICAL

CEILING SUSPENDED 10MM INSULATED PLASTERBOARD

FRONT GARDEN LANDSCAPING LEGEND A DIANELLAKENTLYN

EST. GROWTH:H 6m X W 5M

FESTUCAGLAUCA EST. GROWTH:H 2m X W 2M

BRACHYCHITON SPECTABLIS C EST. GROWTH:H 2m X W 2M

r LEUCANDENDRON GALPINII EST. GROWTH:H 1.5m X W 1M

E LEUCANDENDRON SALINGNUM EST. GROWTH:H l rn xW 1M

NORTH ELEVATION SCALE 1:200 pp

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UNIT2 UNITI SOUTH t ELEVATION I SCALE 1:200

_______ - hH IHH •• I CD 04

SITE AREA

t

Cl CD

LU FIRST FLOOR: 8462m2 GARAGE: 36.00m2 C0TH

PARAPET PARAPE

04

TOTAL: 187.42m2 F-2°: BOX GUTTER

TRIMDEK: I BO) GUTTER BOX GUTTER iii (D I E

PRIVATEOPENSPACE:52.6m2

UNIT4 UNIT 3 IIHlWHI

UNIT 2 IJHHIlHI III

UNIT 1 0 UNIT 2 GROSS AREAS:

I

230 I B 23A GROUND FLOOR: 59.37m2 FIRST FLOOR: 79,45m2 0

2° _ TRIMDEK 2° PARAPET TRIMDEK 2° PARAPET _________

TRIMDEK 2°

- I co

TOTAL: 174.82m2 Rw PRIVATE OPEN SPACE 526m2 - 23 -

PARAPET PARAPET __PA ____

I IP.A.ET LI PORCH - -

UNIT 3 GROSS AREAS. GROUND FLOOR: 59.37m2

I PORCH PORCH -....

PORCH LLI I

FIRST FLOOR 7945rn2 8 I

A i) z TOTAL: 174.82m2 PRIVATE OPEN SPACE 52 6m2

H

o 0 I

UNIT 4 GROSS AREAS: GROUND FLOOR: 88.69m2 BOUNDARY 50.84m FIRST FLOOR: 51.70m2

3000 5800 5175 5350 2100 1, 3005 5350 2100 3005 3140 7315 5500

TOTAL: 176.39m2 PRIVATE OPEN SPACE71.39m2 SIT/Iq F PLAN

- SCALE 1:200

mondo Member AB of SA

archilecture (j9' \

DESIGN ID REV AMENDMENTS DATE PROJECT:

4 NEW ROW DWELLINGS CLIENT B&M

oC5'1 jHIS'

DRAWING No.

PA 03 A PLANNING RULES CONSENT 14.12.15

9 BROUGHAM PLACE FAX 8267 3367 44 DRAVAI

_____

LD B PLANNING RULES CONSENT 22.02.16

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LOCATION:

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LOCATION:18.03.16

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PRWT DATE 18.3.10

- DATE PROJECT: CLIENT

14.026 4 NEW ROW DWELLINGS B&M CH A

—LOCATION: -

23 LONSDAL[ ST WOODVILLE NORTH SA EC1ID A A

bWro DRAWiNG No.

PA 11 SHEET SIZE A3 R1SI0N C SHEET 10F /11

DETENTION CALCULATIONS COUNCIL: CITY OF CHARLES STURT LEGEND N5377 -a cell shadest this colour means you need 10 enter data here.

can with nw shading means the value Is calculated by a formula PRE DEVELOPMENT CONDiTION LJ- Shows the cititical storm duration and storagit volume for delenilon analysis TOTAL SITE (23 Lonsdaio at) Step 1. DetermIne the pre development peak outflow from the site. This calculation Is based on (the assumed pie-development coodif on (use existing survey data)

Pie Development peak outflow

Design Intensity 60.1mm/hr Syr, 10 minute ARt 810rm Select this Intensity from the relevant 119) chart for Council specified DESIGN STORM Total site Area [..1038]Ha Total area of the site

Determine weighted coelticlent of nJnoff for the entire site (delermined from existing pervious and Impervious areas - use survey data)

Existing Roofed area Existing Paved area Existing pervious (landscaped) area WEIGHTED COEFF OF RUNOFF

Pro development fiov

C. Area (Ha) -. 0.9 0.0302

-:0.2.. 0.0736 0.40 0.1038

Thus, this Is the maximum allowable outflow from lihe site All fiows from future development of the site minuet the timli

new dcv. (eq, from roofs, paved or landscaped areas).

VaIUAM E N D E D P!LAN

Sheet 1 (TANK StZlING) - 2 &e i

OSYPEVLOPMENT CONDtTION

Step 2. Determine the expected runoff from each component of the proposed development of the site (eg, detained roof, un-detained roof, un-detained paving and un-detained (or detained) IandscapingIgrassediperwIous areas.

2.kSlze the DETNTIOtitenhss to detain some for alit of the roof runoff .1

Some of the house roof water will be directed to DETENTION tanks. The outflow from this lank Is controlled by an orifice plate. it is assumed that detained water can only flow Out of this lank at one rate (calculation Is shown on sheet 4 ). However, overflow water will go into the stcnsrwater system. The maximum detention now from the lank Is: Max flow, Q (orifice) 061 Us set by orifice outlet (refer sued 4) .

Wafer flows Into the lank at a higher rate then It flows out. Therefore the volume of water bu3ds up inside the lank. The calculation below deterrntnes the minimum volume required to detain this higher flow for the duration of the DESIGN STORM (which is determined below alto).

ç A

Determine the volume of the tank required to detaIn the post development roof runoff;

C (roof) . . 0.9 This is an assumed CoefficIent of runoff for roof areas.

Roof Area I . 0.025Ha This Is the area of roof plumbed via. cfownpipes to flow into the detention tank (refer S £ C plan).

The following spreadsheet determines the minimum detention tank size required to detain the runoff from the design storm for CRITICAL STORM DURATION The results for this storm are shown highlighted in yettow. NOTE: Remember to enter the correct iFO data for the site location and design storm

- Post development Orifice outflow Post development duration duration intensity Flow, 0 Total storm Max Max Storage Storage (nun) (s) 100 year (Us) Voiumne Outflow volume Volume Votunue

CIA Rate Required (nunuIIt (Ulres) fi.Js) (Litres) (1..) (mA3)

5 300 185.61 11.6 3460 0.61 183 3297 3.3 8 360 171.95 10.7 3869 0.61 220 3649 3.6 7 420 160.69 10.0 4218 0.61 256 3962 4.0 8 460 151.16 9.4 .4535 0.61 293 4242 4.2 9 540 142.86 8.9 4825 0.61 329 4495 4.5 10 600 135.8 8.5 5093 0.61 368 4727 4.7 II 660 129.47 8.1 . 5341 0.61 403 4838 4,9 12 720 123.82 7.7 5572 0.61 439 5133 5,1 13 780 118.75 7.4 5789 0.61 476 5313 5.3 14 840 114.15 7.1 5993 0.61 512 5480 5.5 15 900 109.96 6.9 6185 0.61 549 5636 5.6 16 960 106.13 6.6 6368 0.61 588 5782 5.8 17 1020 102.61 6.4 6541 0.61 622 5919 5.9 18 1080 99.35 6.2 6706 0.61 659 6047 6.0 20 1200 93.52 5.8 7014 0.61 732 6282 6.3 25 1500 91.95 5.1 7683 0.61 915 6768 6.8 30 1800 73.28 4.6 8244 0.61 1098 7146 7.1 35 2100 65.5 4.2 8728 0.61 1281 7447 7.4 40 2400 61.03 3.8 9155 0.61 1464 7691 7.7 45 2700 55.52 3.5 983 osi 1647 7891 ig 50 . 3000 52.71 3.3 9863 0.61 1830 55 . 3300 49.48 3.1 10201 0.61 2013 60 3600 4664 29 10494 061 2196

&18.6 1

75 4500 40.16 2.6 11295 0.61 2745 90 5400 35.48 2.2 11975 0.61 3294 8681 8.7 120 7200 29.1 1.8 13095 0.61 .4392 8703 8.7

RiTICAL STORM DURATION AND MiN. TANK SIZE x 2000 hIre tanks

Sheet 1 (TANK SIZiNG) 21ge 2

DATE: AUG 2013

cc the_OSTENTION tanks to detain the surface stornmvater runoff

All of the surface siormwater plus some of the roof will be directed to DETENTION pipes. The outflow from this pipe is controlled by a pump system. Waler Is pumped from this pipe at: . . --•.

Max llow,Q(pump) 4.55 < (10ils-4x0.61 Its) ('or6.99lIs.4x0.61lIs.tItlieverissmatler - -

Water flows Into the pipe at alt er rate than It flows out. Therefore the volume of water builds up Inside the pipe. The calculation below determines the minImum Vctumc required to detain this higher now for the duration of the DESIGN STORM (which Is determined below also).

Determine the volume of the pipe required to detain the post development surface and undetalned roof runoff:

Undetained Roofed area I 0.9 New Paved area

New pervious (landscaped) area

WEIGHTED COEFF OF RUNOFF (Cw)

The following spreadsheet determines the minimum detention tank size required to detain the runoff from the design storm for CRITICAL STORM DURATION. The results for this storm we shown blghtlghted in yellow. NOTE: Remember to enter the correct IFO dale for the site location and design storm

I of' 0.0491 L.of 1 0.711 0.0791

Post development Pipe oulfiow Post development duration duration lntenstly Flow, 0 TOtal slOflfl Max Max Storage Storage (mln) (a) 100 year (Us) Volume Outflow Volume Volume Volume

CIA Rate Required

- trn lUtres) (Us- ()[Ires) (L) (rTrf3)

5 300 185.61 28.9 8674 _1.5 1365 7309 7.3 6 360 171.95 26.8 9643 1638 8005 8.0 7 420 160.69 25.0 10513 .5 1911 8602 8.6 8 480 151.16 23.5 11303 4.5 2184 9119 8.1 9 540 142.96 22.3 12026 2457 9569 9.6 10 600 135.8 21.2 12693 4.5 2730 9963 10.0 11 660 129.47 20.2 13311 4.5 3003 10303 10.3 12 720 123.82 19.3 13888 4.5 3276 10612 10.8 13 780 118.75 18.5 14429 4.5 3549 10880 10.9 14 840 114.15 17.8 14937

- 3822 11115 11.1

IS 900 109.96 17.1 15416 4095 11321 11.3 16 980 106.13 16.5 15871 4 4368 11603 11.5 17 1Q20 102.61 16.0 16304 _4 4641 11663 11.7

- - - is 1080 99,35 15.5 16715 4914 11801 11.8 20 1200 93.52 14.6 17482 5460 12022 12.0 25 1500 81.85 12.8 19149 4 6825 123 12.3 30 . . • i. 3.28 11.4 20648 : .. .2358 124 cRmcAL STORM DuRArioNANDMl:TANKslw' 35 2100 66.5 10.4 21754 4 9555 12.2 40 2400 . 61.03 9.5 22817 4 10920 11897 11.9 45 2700 56.52 0.8 23172 4 12285 11487 11.5 50 3000 52.71 8.2 24633 4 13550 10983 11.0 diameter length 55 3300 49.46 7.7 25426 : 15015 10411 10.4 (meters) 60 3600 46.64 7.3 26156 _4 16300 9776 9.8 225d1a 75 4500 40.16 6.3 28152 4 20475 7677 7.7 300 ala 20 90 5400 35.48 5.5 29846 4 24570 5276 5,3 375 dla 20 120 7200 - 29.1 4.5 32639 4,55 32760 .121 -0.1 450 dla 20

525d1a 20 Adopt 45m of GOOdla pipe (Detention volume 12735 litres) 600 dla 45

Step 4. Check 10 see If the sum of the flows from all parts of the site (post development) Is less than or equajojhomaxlmum.ailowabre.predevelopnsant.flow.

DETENTION CALCULATION SUMMARY SHEET

Pre development condition: (Step 1)

Ma,dmumOulflow for the site 6.99 Us

Post development condition: (Step 2)

Maximum flows: Detained tool area (connected to lank) 2.40 [is Un-detained roof area and Pavement and lendscaped area = 4.55 Ifs

TOTAL maximum peak flow = 6,95 'is

Check If tosS than the pre-dovelopment peak flow: 01<

Sheet I (TANK SIZING)

2 29e3

IC Area I

Detention Tank Sizing Input Values

Discharge from total roof area

Detention Tank Height Orifice Plate Diameter

A Friction loss Coefficient,k

V Q

1.25 I/s

O.5m 20mm

0.00031 0.12 0.62 3:13 mIs 0.61 I/s

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BOUNOIRY NOTE: BOUNDARY LOCATIONS ARE BASED ON FENCES ONLY. IT IS STRONGLY RECOMMENDED THAT AN IDENTIFICATION SURVEY BE DONE TO ESTABLISH TRUE BOUNDARIES.

EXISTING SERVICES NOTE: APPROVAL WAY NEED TO BE SOUGHT FROM RELEVANT AUTHORITIES FOR ANY EXISTING SERViCES TO BE RELOCATED.

SITE SURVEY NOTE: SITE SURVEY BY OTHERS.

I

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I D' I •: A 17.03.16 lo

L ISSUE rDATE

COflINUED.

NOTE: SITE IS HEAVILY VEGETATED. COMPLETE REMOVAL OF ALL TREES LOCATED WITHIN THE HOUSE PLATFORM MUST BE REMOVED SO AS NOT TO ALLOW ANY FUTURE GROWTH. THIS REMOVAL PROCESS MUST INCLUDE THE BASE AND ALL MAJOR ROOT SYSTEMS OF EACH TREE. ANY VOIDS IN THE GROUND AFTER THE REMOVAL OF THE TREE MUST BE BACKFILLED WITH CLEAN MATERIAL TO A COMPACTION SIMILAR TO THE SURROUNDING NATURAL GROUND.

EXISTING HOUSE NOTE: PRIOR TO THE COMMENCEMENT OF SITE EARTFIWORKS, IT IS RECOMMENDED THAT ADDITIONAL SITE LEVELS BE TAKEN TO CONFIRM REQUIRED BENCH LEVEL ONCE ALL EXISTING STRUCTURES HAVE BEEN REMOVED OVER THE HOUSE SITE.

24

6L8.2

IEDP DI

UNIT2 0L8.2 R. 8.4 I

UNIT 1

GARAGE BL 8.2FL 8.4

81. 8.2

T

LEGEND: 90mm DIAMETER PVC 150mm DIAMETER (APPROX) ,....:•.., :.. 9O0rim MIt1, WIDE PATH, STORMWATER DRAIN. GRADE AT APPROVED PAVING SUMP. -h----,' GRADE AWAY FROM 1 IN 100 MIN. CONNECT TO STORMWATER RUN RESI:DENCE TOWARDS SUMPS

90mm DIAMETER SEALED AS SHOWN. OR LANDSCAPED AREAS. -. - - -

STORMWATER DRAIN TO TANKS. 300mm SQUARE (APPROX). __________

I.::....::..j DRIVIEWAY PAVING AS PER

- 600mm DIAMETER DETENTION APPROVED PAVING SUMP. ARCHITECTURAL DRAWINGS.

PIPE. CONNECT TO STORMWATER RUN

TO SEALED OP DRAINING AS SHOWN. 0 FINiSHED PAVING LEVELS,

o DP RAINWATER TANK. S1-S5 450mm SQUARE (APPROX). 19 APPROVED HEAW DUTY SUMP. STORMWATER SUMP & PUMP

o OP DOWNPIPE. CONNECT TO STORMWATER RUN S6 CHAABER:

F- DP WITH SPREADER. AS SHOWN. REFER NOTES NEXT DRAWING.

JjI SIZE 1000 LITRES TANK FOR PLUMBING PURPOSES ONLY, PLUS COUNCIL REOUIRED DETENT1ON TANK,

GARDEN AREAS, TO BE LEFT UNPAVED, FOR DEVOTED SOAKACE AREA.

PROPRIETARY 1YPE SURFACE INSPECTION SIO OPENING WITH REMOVABLE PVC INLET.

FENCING PLINTHS I RETAINING WALLS. II HEIGHT AS SHOWN IN BOXES.

EG. lJ INDICATES 300mm HIGH PLINTH / WALL.

NOTE: PROVIDE A CONTINUOUS

I- (INCLUDING AT DRIVEWAY) LiJ BARRIER ALONG OR NEAR THE

LOT FRONTAGE AT A MiNIMUM IY OF 0.3m ABOVE ADJACENT H ç.. STREET WATER TABLE LEVELS,

IbM: MA50NY NAIL IN TOP or KfRB

1° 6L 7.8

GRADE GARDENAREAS TO pq ) SUMPS. - : 7.6 '.. ..

TYPICAL 7,8- )

•' UNIT 4 ..z... .

8L7.8 ....: FL8O UNIT3

BL 7.8 I ft8.O

GARAGE f GARAGE I

r

x

DP

DP SEEP4OTE OP 1' __

j ...............

____

AMEN7ML . ....... TE€T s..... ....... ... .... 4 ° JSIO_ø

PLA..... ... ............... s

......

........... . ... -

s&-' <

... ......

....

.......................... ............ ........ 1. .... ^ - - - .. ~' - -.66b ......... b,

- ..................... ____

I ____ ________

- / ...........

2 - -

@ II 1 I SUMP Si. SUMP S2. 1 SUMP S3. SUMP 54. I SUMP 55.

15.

TOP 7.80 TOP 7.85 TOP 7.95 TOP 8.10 I TOP 8.20 I INV OF 90 PIPE IN 7.25 INV OF 90 PIPE IN 7.25 INV OF 150 PIPE our 7.20 INV OF 90 PIPE IN 7.65 1W OF 90 PIPE IN 7.65 I INV OF 150 PIPE OUT 7.20 INV OF 150 PIPE OUT 7.20 INV OF 150 PIPE OUT 7.20 • INV OF 150 PIPE OUT 7.20 i

uv or OCT. PIPE 6.60 -- INV OF OCT. PIPE 6.50 SUMP S6. TOP 8.36

I I IAINIUUL INV OF 0F1

2.1

.2.1

NEW/ALTERATIONS TO CROSSOVER AS PER COUNCIL GUIDEUNES. DUE TO EXISTING CROSSOVER PRESENT, PROVIDE SMOOTH TRANSITIONS BETWEEN

-NEWlRIVEWAY ANDEXISTING

DRAIN S/WATER TO STREET WATERIABLE AS PER COUNCILS GUIDELINES.

Ld -J

0 (n

0 5. -J

SITEWORKS AND DRAiNAGE PN. SCALE 1:200

RAMP NO1E: FALL PAVING LOCALLY TO SUIT STEP IN FLOOR LEVELS AND PAVING AT GARAGE ENTRANCE. PROVIDE SMOOTH TRANSITIONS.

DESIGNED DRAWING TITLE T.D. SITEWORKS AND DRAINAGE PLAN. DRAWN PROJECT T.D. PROPOSED RESIDENCES. CHECKED

AT 23 LONSDALE STREET, WOODV1LLE NORTH. S.A.

DATE I FOR B. & N. CHIDIAC. 16.12.15

PIPE 6.48

19 Holsbury Avenue, Kingswood SA 5062 t 8357 2365 NGS m 0434 392 691 e ngsengineers@optusnet.com.au ENGINEERS

JOB NUMBER N5377 FDRAiNG NUMBER F09-2_1 ISSUE A

25

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25 C,

0.

© A 17.03.16 ARCHFIECflJRAL DESIGN AMENDED, LEVELS AWENOED.

ISSUE I DATE RE'dlSION

NOJIL&

FOR MANDATORY PLUMBED RAINWATER TANKS FOR CLASS I BUILDINGS: AS PER REGULA11ONS, NOT LESS THAN 50 SQ. METRES OF ROOF TO BE COLLECTED TO TANK THEN PLUMBED TO W.C. / ['DRY / HOT WATER SERVICE. ALL DETAILS AS PER SA WATER 'RAINWATER PLUMBING GUIDE' AND AS/NZS 3500:2003 PART 1.

STORMWATER LAYOUT IS INDICATIVE ONLY, AND MAY CHANGE TO SUIT SITE CONDITIONS. THE INTEGRITY OF THE STORMWATER DRAINAGE DESIGN SHALL BE MAINTAINED AT ALL TIMES.

REFER TO ARCHITECTURAL SITE PLAN FOR ALL SET OUT DIMENSIONS, BOUNDARY DIMENSIONS, LANDSCAPING AND ADDITIONAL SITE DETAILS.

KERB NOTE: ANY ABANDONED PORTION OF ENTRANCEWAY INVERT IS TO BE RESTORED WITH KERB AND GU1TER, INCLUDING RE—INSTATEMENT OF FOOTPATH AND VERGE WHERE APPROPRIATE, AS PER COUNCILS GUIIJELINES.

COUNCIL GENERAL NOTE: ALL WORKS BEYOND THE PROPERTY BOUNDARY ARE TO BE AS PER COUNCILS REQUiREMENTS AND STANDARD DETAILS.

FINISHED_fLOOR LEVEL NOTE:

THIS DEVELOPMENT IS NOT LOCATED IN A KNOWN FLOOD HAZARD ZONE.

7, DETENTION NOTE: THIS SITE REQUIRES DETENTION. DETENTION AS PER OPTION 2 FROM FORM 56.

150mm CIA. CONNECTOR INV. OF 150 PIPE. PIPE OUT

S6

\ SPECIED IPN. OF 90 STORMWATER SUMP & PUMP CHAMBER: SUMP AS

PROVIDE A DUAL PUMP SYSTEM TO MANUFACTURERS PIPE IN.

DESIGN AND SPECIFICATION, DISCHARGING AT

I

APPROX. 7 litres / second.LOCATION OF PUMP CHAMBER CAN BE RELOCATED, AS LONG AS INTEGRITY OF DRAINAGE LAYOUT IS

MAINTAINED. VARIES. 'SILT NOTE: PUMP SYSTEM TO COMPLY WiTH AS/NZS 7rTRAp'. I.-.,

INLET PIPE INSPECTION FROM ROOF. OPENING. (IF ANY). / < PROVIDE FIRST FLUSH

DIVERTOR AND SCREEN FILTER.

- REQUIRED 2000 LITRE1 \!,

SLOW RELEASE _TIOft I LOW PRESSURE

DN16 OUTLET - 1 PROPRIETARY MODULAR ,rISOLATION VALVE.

TO OVERFLOW , RAINWATER TANK AND STAND I PLUMBED PIPE = AC ñ

"" I 'I PUMPED INTO

DM90 1000 LITRES RETENTION if I BUILDING.

OVERFLOW (for plumbing). PIPE.

'WET' (SEALED) SYSTEM DRAIN FROM DOWN PIPES.

T -------------------------------I L___________

<-----------------------------

TO UNDERGROUND STOP VALVE TO ENABLE STORMWATER DRAINAGE. ELEVATION L—FLUSHING OF THE 'WET'

SYSTEM.

RAINWATER DETENTION/RETENTION TANK DETAIL TYPICAL ARRANGEMENT

NTS STORMWATER NOTE: REFER TO STORMWATER CALCULATIONS FOR ALL DETAILS RELATING TO DETENTION. (oPTioN 2 FROM FORM 56 USED). Required detention volume = 2000 litres for tank. Orifice = 20mm diameter. ALL AS PER COUNCILS POLICIES.

COUNCIL NOTES: AS PER PART 6 OF DEVELOPMENT GUIDE 56- 1, THE PUMPS SHALL BE CONFIGURED TO AUTOMATICALLY ALTERNATE AS THE DUTY PUMP.

THE SYSTEM SHALL BE CONFIGURED TO AUTOMATICALLY REVERT TO THE ALTERNATE PUMP SHOULD THE DUTY PUMP FAIL

A BACKUP POWER SUPPLY IS REQUIRED TO THE PUMPING SYSTEM.

600mm DIAMETER DETENTION PIPE.

SECTION 1. DIAGRAMMATIC ONLY.

NOTES AND DETAILS,

A 17.03.16 ARCHITECTURAL DESIGN AMENDED, LEVELS AMENDED.

ISSUE DATE REVISION -

DESIGNED DRAWiNG TITLE T.O. NOTES AND DETAILS. DRAWM PROJECT T.D. PROPOSED RESIDENCES. CHECKED

AT 23 LONSOALE STREET, N.S. W000VILLE NORTH.

DATE FOR B. & M. CHIDIAC. 16.12.15

19 1-lalsbury Avenue, Kingswaod SA 5062

t 8357 2365 NGS m 0434 .392 691 e nqsengineers@optusnet.com.au ENGINEERS

JOB NUMBER N5377 I DRAWING NUMBER F09-3 I ISSUE A

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26