COLOUR SCHEME - strathfield.nsw.gov.au

GSPublisherVersion 0.26.100.82

Level 1, 28 Phillip St Parramatta NSW 2150P.O Box 2294 North Parramatta NSW 1750

P 8840 9114 F 8677 3921 M 0407 835 007 info@dwellde sign.com.au | www.dwelldesign.com.au Cover Sheet

This document not to be used for construction unless signed forconstruction.Contractors to verify all dimensions on site prior toconstruction. Figured dimensions to be taken in preference toscaled drawings.

ADDRESS:

TITLE:

PROJECT:

CLIENT:

JOB N0:

ADDRESS:

TITLE:

PROJECT:

CLIENT:LB

AMENDMENTS

ADDRESS:

TITLE:

PROJECT:

CLIENT:SCALE:

DRAWING No:

FILE:

DRAWN:

PLOT DATE:

1/09/2021ISSUE

DESIGNED: AB

SCALE 1 : 100

These designs, plans & specifications and the copyright therein are theproperty of Dwell Designs Australia and may not be used, reproducedor copied wholly or in part without the prior written consent of this office.

A1/22

2106608

MRS CHEN

46 ARTHUR ST STRATHFIELD NSW

A3

1 20 43 5

DATE ISSUEDESCRIPTION

A

TWO STOREY HOUSE WITH BASEMENT GARAGE

ACCREDITATION6475

Layout ID.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22

Layout NameCover SheetNational Construction CodeSite AnalysisSite PlanGround Floor PlanFirst Floor PlanBasement Floor PlanNorth West & North East ElevationsSouth East & South West ElevationsBuilding Sections AA & BBOutbuilding Plan & ElevationsLandscape Concept PlanPervious/Impervious CalculationFSR Calculation / Driveway SectionsDoors and Windows ListShadow Diagrams - Winter SolsticeFront Fence / StreetscapeBasix RequirementsDemolition Plan/ Traffic Management PlanSediment Control PlansColour scheme3D Views

LOT 8, D.P. 12405, AREA = 696.40 m2

46 ARTHUR STREET STRATHFIELD NSW 2135

CONSTRUCTION OF A TWO STOREYDWELLING WITH BASEMENT

COLOUR SURFACE

- Gutters and downpipes

'Monument or Similar

Note : Colour of proposed samples may change upon execution.

SAMPLES

Charcoal Stamped Concrete Driveway

COLOUR SCHEME

'Raku' by Dulux or Similar

'Timeless Grey' by Duluxor Similar

'Vivid White' by Duluxor Similar

'Natural Manhatten'by Alucobond

'African Zebrano'by Alucobond

Grey Marble Tiles

'Surfmist' CorrugatedColorbond Sheet

- External walls renderedand painted (refer to 3Dviews and Elevations)




- Front fence Walls & retaining walls

- Front fence elements- Outbuilding elements

- External Box and beamson front facade, rear

balcony inside skin (referto 3D views and

Elevations)

- External walls (refer to3D views and Elevations)

- Porch and Terrace

- Flat roofing (refer to 3Dviews and Elevations)

- Windows and doors frames

SHEET INDEX

GENERAL INFORMATION - FOR FULL AND COMPLETE DETAILS REFER CURRENT BCA AND RELEVANTAUSTRALIAN STANDARDS

THESE NOTES MUST BE READ ANDUNDERSTOOD BY ALL INVOLVED IN THE PROJECT. THIS INCLUDES ( But is not excluded to):OWNER,BUILDER,SUB-CONTACTORS,CONSULTANTS, RENOVATORS, OPERATORS, MAINTAINORS, DEMOLISHERS.

- Front fence Columns

- Front fence Aluminum slates

'White'by Alucobond

- External walls (refer to3D views and Elevations)

Noura

Stamp



P 8840 9114 F 8677 3921 M 0407 835 007 info@dwellde sign.com.au | www.dwelldesign.com.au National Construction Code


ADDRESS:

TITLE:

PROJECT:

CLIENT:

JOB N0:

ADDRESS:

TITLE:

PROJECT:

CLIENT:LB

AMENDMENTS

ADDRESS:

TITLE:

PROJECT:

CLIENT:SCALE:

DRAWING No:

FILE:

DRAWN:

PLOT DATE:

1/09/2021ISSUE

DESIGNED: AB

SCALE 1 : 100


A2/22

2106608

MRS CHEN


A3

1 20 43 5


A


ACCREDITATION6475

1. FALLS, SLIPS, TRIPS

C)a) WORKING AT HEIGHTS

DURING CONSTRUCTION

Wherever possible, components for this building should be prefabricated off-site or atground level to minimise the risk of workers falling more thantwo metres. However, construction of this building will require workers to be working atheights where a fall in excess of two metres is possible and injury is likely to result fromsuch a fall. The builder should provide a suitable barrier wherever a person is required towork in a situation wherefalling more than two metres is a possibility.

DURING OPERATION OR MAINTENANCE

For houses or other low-rise buildings where scaffolding is appropriate:Cleaning and maintenance of windows, walls, roof or other components of this building willrequire persons to be situated where a fall from a height in excess of two metres ispossible. Where this type of activity is required, scaffolding, ladders or trestles should beused in accordance with relevant codes of practice,regulations or legislation.FLOOR FINISHES By Owner

b) SLIPPERY OR UNEVEN SURFACESDesigner has not not been involved in the selection of surface finishes, the owner isresponsible for the selection of surface finishes in the pedestrian trafficable areas of thisbuilding. Surfaces should be selected in accordance with AS HB 197:1999 and AS/NZ4586:2013.

c) STEPS, LOOSE OBJECTS AND UNEVEN SURFACESDue to design restrictions for this building, steps and/or ramps are included in the buildingwhich may be a hazard to workers carrying objects or otherwise occupied. Steps should beclearly marked with both visual and tactile warning during construction,maintenance,demolition and at all times when the building operates as a workplace.Building owners and occupiers should monitor the pedestrian access ways and inparticular access to areas where maintenance is routinely carried out to ensure thatsurfaces have not moved or cracked so that they become uneven and present a triphazard.Spills, loose material, stray objects or any other matter that may cause a slip or triphazard should be cleaned or removed from access ways.Contractors should be required to maintain a tidy work site during construction,maintenance or demolition to reduce the risk of trips and falls in the workplace. Materialsfor construction or maintenance should be stored in designated areas away from accessways and work areas.

3. TRAFFIC MANAGEMENTFor building on a major road, narrow road or steeply sloping road:Parking of vehicles or loading/unloading of vehicles on this roadway may cause a traffichazard. During construction, maintenance or demolition of this building designatedparking for workers and loading areas should be provided. Trained traffic managementpersonnel should be responsible for the supervision of these areas.For building where on-site loading/unloading is restricted:Construction of this building will require loading and unloading of materials on theroadway. Deliveries should be well planned to avoid congestion of loading areas andtrained traffic management personnel should be used to supervise loading/unloadingareas.For all buildings:Busy construction and demolition sites present a risk of collision where deliveries andother traffic are moving within the site. A traffic management plan supervised by trainedtraffic management personnel should be adopted for the work site.

4. SERVICESRupture of services during excavation or other activity creates a variety of risks includingrelease of hazardous material. Existing services are located on or around this site.Where known, these are identified on the plans but the exact location and extent ofservices may vary from that indicated. Services should be located using an appropriateservice (such as Dial Before You Dig),appropriate excavation practice should be usedand, wherenecessary, specialist contractors should be used.Locations with underground power:Underground power lines MAY be located in oraround this site. All underground power lines must be disconnected or carefully locatedand adequate warning signs used prior to any construction, maintenance or demolitioncommencing.Locations with overhead power lines:Overhead power lines MAY be near or on this site. These pose a risk of electrocution ifstruck or approached by lifting devices or other plant and persons working above groundlevel. Where there is a danger of this occurring, power lines should be, wherepractical,disconnected or relocated. Where this is not practical adequate warning in theform of bright coloured tape or signage should be used or a protective barrier provided.

5. MANUAL TASKSComponents within this design with a mass in excess of 25kg should be lifted by two or moreworkers or by mechanical lifting device. Where this is not practical, suppliers or fabricatorsshould be required to limit the component mass.All material packaging, building and maintenance components should clearly show the totalmass of packages and where practical all items should be stored on site in a way whichminimises bending before lifting. Advice should be provided on safe lifting methods in all areaswhere lifting may occur.Construction, maintenance and demolition of this building will require the use of portable toolsand equipment. These should be fully maintained in accordance withmanufacturer’sspecifications and not used where faulty or (in the case of electrical equipment) not carrying acurrent electrical safety tag.All safety guards or devices should be regularly checked and Personal Protective Equipmentshould be used in accordance with manufacturer’s specification.

6. HAZARDOUS SUBSTANCES

ASBESTOSFor alterations to a building constructed prior to 1990:If this existing building was constructedprior to:1990 - it therefore may contain asbestos1986 - it therefore is likely to contain asbestos either incladding material or in fire retardant insulation material. In either case, the builder should checkand, if necessary, take appropriate action before demolishing, cutting, sanding, drilling orotherwise disturbing the existing structure.

POWDERED MATERIALSMany materials used in the construction of this building can cause harm if inhaled in powderedform. Persons working on or in the building during construction, operational maintenance ordemolition should ensure good ventilation and wear Personal Protective Equipment includingprotection against inhalation while using powdered material or when sanding, drilling, cutting orotherwise disturbing or creating powdered material.

TREATED TIMBERThe design of this building may include provision for the inclusion of treated timber within thestructure. Dust or fumes from this material can be harmful. Persons working on or in thebuilding during construction, operational maintenance or demolition should ensure goodventilation and wear Personal Protective Equipment including protection against inhalation ofharmful material when sanding,drilling, cutting or using treated timber in any way that maycause harmful material to be released. Do not burn treated timber.

VOLATILE ORGANIC COMPOUNDSMany types of glue, solvents, spray packs, paints, varnishes and some cleaning materials anddisinfectants have dangerous emissions. Areas where these are used should be kept wellventilated while the material is being used and for a period after installation. Personal ProtectiveEquipment may also be required.The manufacturer’s recommendations for use must becarefully considered at all times.

SYNTHETIC MINERAL FIBREFibreglass, rockwool, ceramic and other material used for thermal or sound insulation maycontain synthetic mineral fibre which may be harmful if inhaled or if it comes in contact with theskin, eyes or other sensitive parts or the body. Personal Protective Equipment includingprotection against inhalation of harmful material should be used when installing, removing orworking near bulk insulation material.

TIMBER FLOORSThis building may contain timber floors which have an applied finish.Areas where finishes areapplied should be kept well ventilated during sanding and application and for a period afterinstallation. Personal Protective Equipment may also be required. The manufacturer’srecommendations for use must be carefully considered at all times.

7. CONFINED SPACES

EXCAVATION

Construction of this building and some maintenance on the building will require excavation andinstallation of items within excavations. Where practical, installation should be carried out usingmethods which do not require workers to enter the excavation. Where this is not practical,adequate support for the excavated area should be provided to prevent collapse. Warning signsand barriers to prevent accidental or unauthorised access to all excavations should be provided.ENCLOSED SPACESFor buildings with enclosed spaces where maintenance or other access may be required:Enclosed spaces within this building may present a risk to persons entering for construction,maintenance or any other purpose. The design documentation calls for warning signs andbarriers to unauthorised access. These should be maintained throughout the life of the building.Where workers are required to enter enclosed spaces, air testing equipment and PersonalProtective Equipment should be provided.

SMALL SPACESFor buildings with small spaces where maintenance or other access may be required:Somesmall spaces within this building will require access by construction or maintenance workers.The design documentation calls for warning signs and barriers to unauthorised access. Theseshould be maintained throughout the life of the building. Where workers are required to entersmall spaces they should be scheduled so that access is for short periods. Manual lifting andother manual activity should be restricted in small spaces.

8. PUBLIC ACCESSPublic access to construction and demolition sites and to areas under maintenance causesrisk to workers and public. Warning signs and secure barriers to unauthorised access shouldbe provided. Where electrical installations, excavations, plant or loose materials are presentthey should be secured when not fully supervised.

9. OPERATIONAL USE OF BUILDING

RESIDENTIAL BUILDINGSThis building has been designed as a residential building. If it, at a later date, it is used orintended to be used as a workplace, the provisions of the Work Health and Safety Act 2011 orsubsequent replacement Act should be applied to the new use.

10.OTHER HIGH RISK ACTIVITYAll electrical work should be carried out in accordance with code of Practice: ManagingElectrical Risks at the Workplace, AS/NZ 3012 and all licensing requirements.All work using Plant should be carried out in accordance with Code of Practice: ManagingRisks of Plant at the Workplace.All work should be carried out in accordance with code of Practice:Managing Noise andPreventing Hearing Loss at Work.Due to the history of serious incidents it isrecommendedthat particular care be exercised when undertaking work involving steel construction andconcrete placement. All the above applies.

VENTILATION Part 3.8.5The requirements of this Part are to be read in conjunction with the condensation management requirementsin Part 3.8.7 and the air movement requirements in Part 3.12.4 of the BCA. However, it should be noted thatPart 3.12.4 of the BCA does not apply in all States and Territories.BCA 3.8.6 Sound Insulation3.8.6.2 Sound Insulation Requirements3.8.6.3 Determination of Airborne Sound Insulation Ratings3.8.6.4 Construction of Sound Insulated Walls3.8.6.5 Services3.8.6.3 General Installation Requirements for Walls3.8.6.4 Soil & Waste PipesBCA 3.8.7 Condensation ManagementRefer to the guidance in the “Guide for Control of Condensation and Mould inTasmanian Homes” that should be adhered to where possible.BCA 3.8.7.2 Pliable Building Membrane(A) Where a pliable building membrane is installed in an external wall, it must—(i) comply with AS/NZS 4200.1; and(ii) be installed in accordance with AS 4200.2; and(iii) be a vapour permeable membrane for climate zones 6, 7 and 8; and(iv) be located on the exterior side of the primary insulation layer of wall assemblies that form the external envelope of abuilding.(B) Except for single skin masonry or single skin concrete, where a pliable building membrane is not installedin an external wall, the primary water control layer must be separated from water sensitive materials by a drained cavity.BCA 3.8.7.3 Flow Rate and Discharge of Exhaust Systems BCA 3.8.7.4 Ventilation of Roof SpacesSAFE MOVEMENT & ACCESS BCA 3.91. Alpine areas:The requirements of this Part are to be read in conjunction with Part 3.10.4 of the BCA where a building is located in analpinearea and contains an external stairway or ramp.2. Room heights:3.8.2.2 of the BCA contains the required height for a ceiling above a stairway, ramp or landing, measured vertically above thenosingline of stairway treads or the floor surface of a ramp or landing BCA 3.9 Safe Movement & Access BCA 3.9.1.2 StairwayConstruction(A) A stairway must be designed to take loading forces in accordance with AS/NZS 1170.1 and must have—(i) not more than 18 and not less than 2 risers in each flight; and(ii) Goings (G), risers (R) and a slope relationship quantity (2R + G) in accordance with Table 3.9.1.1 of the BCA,except as permitted by (B) and (C);

NATIONAL CONSTRUCTION CODE (NCC)Site preparation and excavation to Council, BCA (part 3.1) and Australian Standards.FOOTINGS 7 SLABS BCA 3.2All workmanship to be in accordance with BCA 3.2 and AS 2870 (current edition)and Engineering Specifications.3.2.2.1(c) Topsoil containing grass roots must be removed from the area on whichthe footings will rest.All concrete to be placed with a mechanical vibrator and to be cured for aminimum of 7 days and shall be no less than grade N20.Steel reinforcing to comply with AS1302-19913.2.2.3 Footings and Slabs, including internal and edge beams, must be founded onsoil with an allowable bearing pressure as follows:(a) Slab panels, load support panels and internal beams (refer BCA for more details)(b) Edge beams connected to slab (refer BCA for more details)(c) Pad footings, strip footings and edge beams not connected to slab (refer BCA for moredetails)

MASONRY BCA 3.31. General compliance with BCA 3.3 & 3.3.1 and AS3700 unreinforced masonryBCA 3.3.1 Unreinforced Masonry BCA 3.3.5.7 Damp-proof Courses & Flashings -materialsBCA 3.3.2 Reinforced Masonry BCA 3.3.5.8 Damp-proof Courses & Flashings -installationBCA 3.3.3 Masonry Accessories BCA 3.3.5.9 WeepholesBCA 3.3.4 Weatherproofing of Masonry BCA 3.3.5.10 W all tiesBCA 3.3.5 Masonry Veneer BCA 3.3.5.11 Openings in Masonry VeneerBCA 3.3.5.2 Height of Wall Limitation BCA 3.3.5.12 LintelsBCA 3.3.5.3 Masonry Units BCA 3.3.5.13 Vertical Articulation JointsBCA 3.3.5.4 Mortar Mixes BCA 3.3.5.14 Engaged PiersBCA 3.3.5.5 Mortar Joints BCA 3.3.6 Isolated Masonry PiersBCA 3.3.5.6 CavitiesFRAMING PART 3.4TIMBER FRAMING, TIE DOWN AND W IND BRACINGdetails to AS 1684, AS1720.1 and part 3.4.3 of current BCA.Roof truss manufacturer to provide specifications and certification for manufactured roof trusses &bracing prior to construction.ROOF AND WALL CLADDING BCA 3.5Roof cladding and guttering and downpipes to AS1562 and parts 3.5.1, 3.5.2 & 3.5.3of current BCA. Installation to be in accordance with manufacture's specifications and recommendations.Installation of pliable building membrane in roofing to be in accordance with AS/NZS 4200Wall cladding to be in accordance with parts 3.5.4 & 3.5.5 of current BCA and manufacturer'sspecifications.GLAZING BCA 3.6Windows and glazing to AS 1288, AS 2047 and part 3.6 of current BCA.Manufacturers to provide certification of compliance Refer window and door schedules for specificglazing requirements.All aluminium window framing to comply with AS2047See energy assessment reports for glazing details.FIRE SAFETY BCA 3.7BCA 3.7.2 Fire Separation of External WallsBCA 3.7.3 Fire Protection of Separating Walls & FloorsBCA 3.7.4 Fire Separation of Garage Top DwellingsBCA 3.7.5 Smoke Alarms3.7.5.2 Smoke alarm requirementsSmoke alarms must—(A) be located in—(i) Class 1a buildings in accordance with 3.7.5.3 and 3.7.5.5 of the BCA; and(ii) Class 1b buildings in accordance with 3.7.5.4 and 3.7.5.5. of the BCA(B) comply with AS 3786, except that in a Class 10a private garage where the use of the area is likely toresult insmoke alarms causing spurious signals, any other alarm deemed suitable in accordance with AS 1670.1may beinstalled provided that smoke alarms complying with AS 3786 are installed elsewhere in the Class 1building; and(C) be powered from the consumer mains source where a consumer mains source is supplied to thebuilding; and(D) be interconnected where there is more than one alarm.BCA 3.7.5.3 Location - Class 1a BuildingsBCA 3.7.5.4 Location - Class 1b BuildingsBCA 3.7.5.5 Installation of Smoke AlarmsSmoke alarms required by 3.7.5.3 and 3.7.5.4 must be installed on or near the ceiling, in accordance withthe following:(A) Where a smoke alarm is located on the ceiling it must be—(i) a minimum of 300 mm away from the corner junction of the wall and ceiling; and(ii) between 500 mm and 1500 mm away from the high point and apexes of the ceiling, if the room has asloping ceiling.(B) Where (A) is not possible, the smoke alarm may be installed on the wall, and located a minimum of300 mm and amaximum of 500 mm off the ceiling at the junction with the wall.BCA 3.7.5.6 Lighting to Assist Evacuation - Class 1b Buildings

Noura

Stamp

Noura

Stamp



P 8840 9114 F 8677 3921 M 0407 835 007 info@dwellde sign.com.au | www.dwelldesign.com.au Site Analysis


ADDRESS:

TITLE:

PROJECT:

CLIENT:

JOB N0:

ADDRESS:

TITLE:

PROJECT:

CLIENT:

AMENDMENTS

ADDRESS:

TITLE:

PROJECT:

CLIENT:SCALE:

DRAWING No:

FILE:

DRAWN:

PLOT DATE:

1/09/2021ISSUE

DESIGNED: AB

SCALE 1 : 100


A

A3

1 20 43 5


A

ACCREDITATION6475

LB

3/22

2106608

MRS CHEN



1:200

R O O F2 2 .6 9

E G

2 4 .3 0E G2 4 .2 9E G

2 1 .6 9

18.00

LOT 86DP 12405

LOT 88DP 12405

GRASS

BRICK WALL

SUM

MER

SUN

SECTOR

SECTOR

SUN

WIN

TER

9AM

12PM SUN

12PM SUN

3PM SUN

SUNSET

SUN

SET

SUNRISE

SUMMER BREEZE

WINTER BREEZE

3PM

N S1 8 .2 7

18.50

S I T E C O V E R A G E A R E A

L A N D S C A P E A R E A

BM,NAIL INTOP OF KERBRL: 18.11(AHD)

LOT 87DP 12405

695.6m²(STATED BY DP 12405)

696.4m²(BY CALCULATION)

CONCRETEDRIVEWAY

PALI

NG

FE

NC

E

GRASS

A R

T H

U R

S

T R

E E

T

326°19' 45.72

56°0

8' 1

5.24

146°19'

236°

08'

15.

24

K B I N V1 8 .3 0

K B I N V1 7 .0 6

T K1 8 .4 5

T K1 8 .1 5

V C1 8 .0 9

V C1 8 .2 6

T K1 7 .8 7

T K1 7 .4 5

T K1 7 .2 0

V C1 7 .4 0

E C1 7 .5 1

E C1 7 .5 8

E C1 7 .7 0E C

1 7 .6 8

E C1 7 .4 7

E C1 7 .8 2

E C1 7 .9 2

E C1 8 .2 0

E C1 7 .6 7

E C1 7 .7 9

E C1 8 .1 9

E C1 8 .2 2

E C1 8 .4 2

E C1 8 .5 2

E C1 8 .6 8

E C1 8 .7 1

E C1 8 .4 1

E C1 8 .11

E C1 8 .1 2

E C1 8 .2 8E C

1 8 .2 6

E C1 8 .3 6

E C1 8 .1 7

T E L1 7 .6 7

F L1 9 .0 5

N S1 8 .6 5N S

1 8 .6 1

N S1 8 .5 9 N S

1 8 .6 1N S1 8 .4 7 N S

1 8 .3 7 N S1 8 .3 4 N S

1 8 .4 1

N S1 7 .9 0

N S1 7 .9 3 N S

1 7 .9 5N S1 8 .0 2

N S1 8 .1 9

N S1 8 .2 7

P P1 9 .3 4

T R *S 6 -D 0 .9 H 1 0

T R *S 8 -D 0 .5 H 11

T R *S 6 -D 0 .4 H 11

R O O F2 2 .7 5

R O O F2 3 .9 2 R O O F

2 3 .8 9

R O O F2 5 .4 6

R O O F2 5 .4 5

R O O F2 5 .6 1

R O O F2 6 .9 2

R O O F2 3 .1 8

R O O F2 2 .3 2 R O O F

2 2 .2 4

R O O F2 1 .1 3

R O O F2 6 .8 8R O O F

2 5 .2 3R O O F2 2 .5 9

2 1 .3 8E G2 1 .4 2

E G2 1 .3 8

E G2 0 .8 0

E G2 0 .8 0

E G2 4 .2 7

E G2 1 .9 9

E G2 1 .9 9

E G2 1 .3 0

E G2 1 .3 0

E G2 4 .3 0E G

2 1 .6 8

E G2 1 .3 1

E G2 1 .4 4

E G2 4 .2 7

E G

E G2 4 .3 1

E G2 1 .6 5

E G2 1 .6 7

E G2 1 .6 8

E G

W M

W T O P2 1 .0 2W T O P

2 1 .0 3 S I L L2 0 .4 1 S I L L

2 0 .4 1 S I L L2 0 .4 1 W T O P

2 1 .0 4W T O P2 1 .0 4W T O P

2 1 .0 4W T O P2 1 .0 9W T O P

2 1 .0 9

W T O P2 1 .4 4

S I L L2 2 .8 7W T O P

2 4 .1 2

W T O P2 1 .6 1

W T O P2 1 .0 1

W T O P2 0 .7 5

W T O P2 0 .7 6

W T O P2 0 .7 4

W T O P2 0 .7 4

W T O P2 0 .7 4

W T O P2 0 .7 5

S I L L2 1 .1 7

W T O P2 1 .4 8

S I L L1 9 .8 0

S I L L2 0 .4 4

W T O P2 4 .1 2

W T O P2 0 .8 7S I L L

2 0 .4 1

W T O P2 1 .4 4 W T O P

2 1 .4 4W T O P

2 1 .6 1 W T O P2 1 .6 1

S E W E R1 8 .0 6

18.50

18.00

CONCRETEDRIVEWAY

PALING FENCE

CO

NC

RET

E

PA

TH

SHED /GARAGE

SINGLE STOREYRENDERED HOUSE

TILE ROOFNo.44


TILE ROOFNo.1

GR

ASS

GR

ASS

GR

ASS

GR

ASS

LOW

BR

ICK

WAL

L

Approx. 9° 30'APPROX. TRUE NORTH

M.M (DP 12405)

REINFORCED

HEDGE

PALING FENCE

TWO STOREYBRICK HOUSE

TILE ROOFNo.48

9AM

TRAN

SPO

RT

(Bus

407

Sto

p)

VIEWS

VIEWS

NOISE

NOISE

NOISE

PAR

K(A

irey

Park

: 50

0m)

N

SITE ANALYSIS1:200

18° AZIMUTH43° WEST OF NORTH

12 NOON

9 AM

3 PM

43° E

AST

OF N

ORTH

TRUE NORTH

31° AZIMUTH

18° A

ZIMU

TH

SUN

SHAD

OW D

IAGR

AM PR

EPAR

ED

FOR

9 AM

, 12

NOON

& 3

PM

MID-

WINT

ER, J

UNE

22ND

.

Approximate distance :

1.2km to Hombush Medical Practice500m to St Patrick College750m to Homebush Boys High School500m to Airey Park2km to Flemington Market5.2km to Sydney Olympic Park

2.3Km to Strathfield Police Station6 km to Concord Hospital3.4 km to Fire and Rescue NSW Concord Fire Station

Bus Stops :100m : Francis St at Arthur St (407)

Train Station :1 km to Flemington Station

WINTER BREEZE

SUMMER BREEZE

TRANSPORT(Bus 407 Stop)

VIEWS

NOISE

PARK(Airey Park : 500m)

Noura

Stamp



P 8840 9114 F 8677 3921 M 0407 835 007 info@dwellde sign.com.au | www.dwelldesign.com.au Site Plan


ADDRESS:

TITLE:

PROJECT:

CLIENT:

JOB N0:

ADDRESS:

TITLE:

PROJECT:

CLIENT:

AMENDMENTS

ADDRESS:

TITLE:

PROJECT:

CLIENT:SCALE:

DRAWING No:

FILE:

DRAWN:

PLOT DATE:

1/09/2021ISSUE

DESIGNED: AB

SCALE 1 : 100


A

A3

1 20 43 5


A

ACCREDITATION6475

LB

4/22

2106608

MRS CHEN



1:200

R O O F2 2 .6 9

E G

2 4 .3 0E G2 4 .2 9E G

2 1 .6 9

18.00

LOT 86DP 12405

LOT 88DP 12405

GRASS

BRICK WALL

2,00

2

11,478

6,02

8

8,274

8,874

9,002

2,00

1

963

15,51310,501 4,012

3,41

9

6,502

3,00

0

RUBBISH BINS

1800H SEDIMENT CONTROL FENCE

WATER TANK 2000LCLOTHES LINESIDE GATE FOR

ACCESS CONTROLTREE TO BE REMOVED

N S1 8 .2 7

18.50

BOX GUTTER

SKYLIGHT

CONCRETE DRIVEWAY

BOX GUTTER

BO

X G

UTT

ER



VEHICLE CROSSINGFOR COUNCIL SPEC

AND APPROVAL

FENCE 1800H

GRASSEDFRONTYARD

FENCE 1800H

SELECTED STEPPING STONES GRASSEDBACKYARD

RETAINING WALL TO ENGINEER SPECS

RETAINING WALL TO ENGINEER SPECS

3,12

8

MATERIALSTORAGE


LOT 87DP 12405



CONCRETEDRIVEWAY

PALI

NG

FE

NC

E

GRASS

A R

T H

U R

S

T R

E E

T

326°19' 45.72

56°0

8' 1

5.24

146°19'

236°

08'

15.

24

K B I N V1 8 .3 0

K B I N V1 7 .0 6

T K1 8 .4 5

T K1 8 .1 5

V C1 8 .0 9

V C1 8 .2 6

T K1 7 .8 7

T K1 7 .4 5

T K1 7 .2 0

V C1 7 .4 0

E C1 7 .5 1

E C1 7 .5 8

E C1 7 .7 0E C

1 7 .6 8

E C1 7 .4 7

E C1 7 .8 2

E C1 7 .9 2

E C1 8 .2 0

E C1 7 .6 7

E C1 7 .7 9

E C1 8 .1 9

E C1 8 .2 2

E C1 8 .4 2

E C1 8 .5 2

E CE C1 8 .7 1

E C1 8 .4 1

E C1 8 .11

E C1 8 .1 2

E C1 8 .2 8E C

1 8 .2 6

E C1 8 .3 6

E C1 8 .1 7

T E L1 7 .6 7

F L1 9 .0 5

N S1 8 .6 5N S

1 8 .6 1

N S1 8 .5 9 N S

1 8 .6 1N S1 8 .4 7 N S

1 8 .3 7 N S1 8 .3 4 N S

1 8 .4 1

N S1 7 .9 0

N S1 7 .9 3 N S

1 7 .9 5N S1 8 .0 2

N S1 8 .1 9

N S1 8 .2 7

P P1 9 .3 4

T R *S 6 -D 0 .9 H 1 0

T R *S 8 -D 0 .5 H 11

T R *S 6 -D 0 .4 H 11

R O O F2 2 .7 5

R O O F2 3 .9 2 R O O F

2 3 .8 9

R O O F2 5 .4 6

R O O F2 5 .4 5

R O O F2 5 .6 1

R O O F2 3 .1 8

R O O F2 2 .3 2 R O O F

2 2 .2 4

R O O F2 1 .1 3

2 1 .3 8E G2 1 .4 2

E G2 1 .3 8

E G2 0 .8 0

E G2 0 .8 0

E G2 4 .2 7

E G2 1 .9 9

E G2 1 .9 9

E G2 1 .3 0

E G2 1 .3 0

E G2 4 .3 0E G

2 1 .6 8

E G2 1 .3 1

E G2 1 .4 4

E G2 4 .2 7

E G

E G2 1 .6 5

E G2 1 .6 7

E G

W M

W T O P2 1 .0 2W T O P

2 1 .0 3 S I L L2 0 .4 1 S I L L

2 0 .4 1 S I L L2 0 .4 1 W T O P

2 1 .0 4W T O P2 1 .0 4W T O P

2 1 .0 4W T O P2 1 .0 9W T O P

2 1 .0 9

W T O P2 1 .4 4

S I L L2 2 .8 7W T O P

2 4 .1 2

W T O P2 1 .6 1

W T O P2 1 .0 1

W T O P

W T O P

W T O P

W T O P

W T O P

W T O P

S I L L2 1 .1 7

W T O P2 1 .4 8

S I L L1 9 .8 0

S I L L2 0 .4 4

W T O P2 4 .1 2

W T O P2 0 .8 7S I L L

2 0 .4 1

W T O P2 1 .4 4 W T O P

2 1 .4 4W T O P

2 1 .6 1 W T O P2 1 .6 1

S E W E R1 8 .0 6

18.50

18.00

CONCRETEDRIVEWAY

PALING FENCE

CO

NC

RET

E

PA

TH

SHED /GARAGE


TILE ROOFNo.44

GR

ASS

GR

ASS

GR

ASS

GR

ASS

LOW

BR

ICK

WAL

L

Approx. 9° 30'APPROX. TRUE NORTH

M.M (DP 12405)

REINFORCED

HEDGE

PALING FENCE


TILE ROOFNo.48

5 STAR GAS INSTANTANEOUSAC LOCATION

FALL12°

FALL12°

FALL12°

FALL1°

FALL 6°

FALL12°

FALL12°

TRADEWASTE

N

SITE PLAN1:200

+44.98

GENERAL NOTES:ALL CONCRETE FOOTINGS, FLOOR SLABS, COLUMNS AND TIMBERROOF FRAMING TO STRUCTURAL ENGINEER'S DETAILS.EXTERNAL RL TO CIVIL ENGINEER'S DRAWING.SELF-CONTAINED SMOKE ALARM REQUIREMENTS IN ACCORDANCEWITH CLAUSE 9 OF SPECIFICATION E 1.7 OF B.C.A.ALL ASPECTS OF THE BUILDING WORK SHALL COMPLYWITH THE RELEVANT PROVITIONS OF THE LOCAL GOVERNEMENTREGULATIONS 1993 AND BUILDING CODE OF AUSTRALIA.THE DEMOLITION OF ANY STRUCTURE IS TO BE CARRIED OUT INACCORDANCE WITH THE WORK HEALTH & SAFETY ACT 2011.

GENERAL LEGEND

- PROPOSED LEVEL POINTS

- EXISTING LEVEL POINTS

COMPLIANCE TABLE

CONTROLREQUIREMENTCONTROLSTRATHFIELD CITY

COUNCILPROPOSAL

LANDSCAPE AREA

FSR

HEIGHT

SITE SETBACK

FRONT SETBACK

PRIVATE OPENSPACE AREA

9.0 m to 10.6m

131.91m2

0.6:1 = 417.84 m2

BUILDING = 9.5m

GF= 1,524mmFF= 1,524mm

40 m2

yes

yes

yes

yes

yes

- FOOTPRINT OF PROPOSED FLOOR PLAN

GF= 2,000mmFF= 2,000mm

yes

42% = 292.48m2

0.59:1 = 410.84 m2

- FOOTPRINT OF EXISTING HOUSE

mini 9m

50.42% = 351.14m2

BUILDING = 8.14m

DESIGN DATA SCHEDULE :

SITE AREA = 696.40 m2

GROUND FLOOR AREA = 190.88 m2

FIRST FLOOR AREA = 141.90 m2

ENTERTAINMENT AREA = 38.85 m2

VOID AREA = 39.21 m2

GARAGE AREA = 97.16 m2

GROSS FLOOR AREA (exc garage & void) = 371.63 m2

MAX WALL HEIGHT TO CEILING = 6.8m WALL H TO CEILING = 7.2m

MAX WALL HEIGHT TO PARAPET = 8.18m MAX WALL HEIGHT TO PARAPET = 7.8myesno

All works shall comply with BCA Volume 2 - 2019 and the relevant Standards:• All stairs to comply with BCA Part 3.9.1• All steel framing works shall comply with BCA Part 3.4.2• All ven 3.8.5• Ar i l 3.8.4• Condensa 3.8.7• Earthworks to comply with BCA Part 3.1.1• Foo 3.2 & AS 2870 & Structural Engineers Details• Glazing to comply with BCA Part 3.6 & AS 1288• Gu 3.5.2 & AS/NZS 3500.3• Habitable room height must be minimum 2.4m high to comply with BCA Part 3.8.2• Handrails and balustrades to comply with BCA Part 3.9.2• Hea p l 3.7.3• Masonry and Weatherproo 3.3 & AS 3700, AS 4773.1&2• Protec 3.9.2.5• Roof Claddings to comply with BCA Part 3.5.1 & AS 2049, AS 2050• A smoke alarm to AS 3786

Noura

Stamp



P 8840 9114 F 8677 3921 M 0407 835 007 info@dwellde sign.com.au | www.dwelldesign.com.au Ground Floor Plan


ADDRESS:

TITLE:

PROJECT:

CLIENT:

JOB N0:

ADDRESS:

TITLE:

PROJECT:

CLIENT:

AMENDMENTS

ADDRESS:

TITLE:

PROJECT:

CLIENT:SCALE:

DRAWING No:

FILE:

DRAWN:

PLOT DATE:

1/09/2021ISSUE

DESIGNED: AB

SCALE 1 : 100


A

A3

1 20 43 5


A

ACCREDITATION6475

LB

5/22

2106608

MRS CHEN



1:100

18.50

LOT 87DP 12405



15

x 17

5 =

2,62

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

W-1

1

Sill

0

D-0

2

ASD-02

W-01

Sill 1,700

W-01

Sill 1,700

W-01

Sill 1,700

W-03

Sill 1,800

W-02

Sill 1,800

W-02

Sill 1,800

W-0

5

Sill

0

3 x 177 = 530

SD

W-09

Sill 900

W-1

2D

0-1

W-1

0

Sill

0AS

D-0

1

W-07

Sill 1,800

W-06

Sill 1,200

W-01

Sill 200

W-08

Sill 900

CONCRETEDRIVEWAY

326°19' 45.72

56°0

8' 1

5.24

146°19'E C1 7 .7 0

E C1 7 .8 2

E C1 7 .9 2

E C1 8 .2 0

E C1 7 .7 9

E C1 8 .1 9

E C1 8 .4 1

E C1 8 .1 2

E C1 8 .2 8

E C1 8 .3 6

T E L1 7 .6 7

F L1 9 .0 5

N S1 8 .2 7

N S1 8 .6 5N S

1 8 .6 1

N S1 8 .5 9 N S

1 8 .6 1N S1 8 .4 7 N S

1 8 .3 7

N S1 7 .9 0

N S1 7 .9 3

N S1 8 .2 7

T R *S 6 -D 0 .9 H 1 0

R O O F2 2 .6 9

R O O F2 2 .7 5

R O O F2 1 .1 3

E G2 1 .3 8

E G2 1 .4 2

E G2 4 .2 7

E G2 1 .3 0

E G2 1 .3 0

E G2 4 .3 0E G

2 1 .6 8

E G2 1 .4 4

E G2 4 .2 7

E G2 1 .6 5

E G

W M

W T O P2 1 .0 2W T O P

2 1 .0 3 S I L L2 0 .4 1 S I L L

2 0 .4 1 S I L L2 0 .4 1 W T O P

2 1 .0 4W T O P2 1 .0 4W T O P

2 1 .0 4W T O P2 1 .0 9W T O P

2 1 .0 9

W T O PS I L L

2 2 .8 7W T O P2 4 .1 2

W T O P2 1 .0 1

W T O P2 1 .4 8

S I L L1 9 .8 0

W T O P2 4 .1 2

W T O P2 0 .8 7S I L L

2 0 .4 1

W T O PW T O P

18.50

18.00

CONCRETEDRIVEWAY

CONCRETE

GRASS

PALING FENCE

CO

NC

RET

E

PA

TH

SHED /GARAGE

BRICK WALL

LOW

BR

ICK

WAL

L

HEDGE

PALING FENCE

3,309 270 2,709 4,605 3,806 1,000 5,270 270 4,000

21,239 4,0001,902 1,815 1,728 1,800 710 808 4,400 1,000 600 1,000 600 1,000 4,477 2,799 600

633 270 3,833 110 3,056 1,861 270 2,400 270 8,266 270 4,000

600 270 5,000 110 3,200 110 1,641 110 8,895 270 4,000933 3,044 1,008 1,934 1,800 734 1,400 610 1,756 3,089 3,000 961

21,239 601 2,799 6001,033 20,206 4,000

11,2

376,

209

5,02

86,

209

600

3,82

860

02,

099

3,14

01,

347

4,00

038

127

027

010

,697

270

270

01,

800

3,50

05,

397

270

270

1,80

090

2,07

311

02,

600

270

4,02

5

11,2

3774

02,

840

740

2,51

335

03,

379

676

270

3,78

027

02,

513

270

3,86

627

027

03,

962

110

1,40

01,

200

110

3,91

627

027

02,

234

110

1,72

91,

400

1,20

011

01,

500

110

2,30

626

911

,237

25,239

+18.80

+18.72

+18.72

AA

BB

KITCHEN

PORCHENTRY

FORMAL LOUNGE

LIVING

DINING

TERRACE

GUESTWC

SERVICEKITCHEN

OFFICE

W.I.R

PLAY ROOM

LAUNDRY

LIVING

ENSUITEGAZEBO

GUEST ROOM

CO

AT C

ABIN

ET

W/MDRYER

SMOKE ALARM TO AS 3786

MECHANICAL VENTILATIONIN ACCORDANCE WITH PART 3.8.5 AND COMPLY WITH 3.8.7

ASD

-01

NGROUND FLOOR PLAN1:100

Noura

Stamp



P 8840 9114 F 8677 3921 M 0407 835 007 info@dwellde sign.com.au | www.dwelldesign.com.au First Floor Plan


ADDRESS:

TITLE:

PROJECT:

CLIENT:

JOB N0:

ADDRESS:

TITLE:

PROJECT:

CLIENT:

AMENDMENTS

ADDRESS:

TITLE:

PROJECT:

CLIENT:SCALE:

DRAWING No:

FILE:

DRAWN:

PLOT DATE:

1/09/2021ISSUE

DESIGNED: AB

SCALE 1 : 100


A

A3

1 20 43 5


A

ACCREDITATION6475

LB

6/22

2106608

MRS CHEN



1:100

W-1

1

Sill

0

W-01

Sill 1,700

W-01

Sill 1,700

W-01

Sill 1,700

W-0

7

Sill

200

W-0

5

Sill

0

W-15

Sill 200

W-1

6

W-02

Sill 1,700

W-02

Sill 1,700

W-13

Sill 2,000

W-02

Sill 2,000

W-01

Sill 0

SD

ASD

-01

AA

BB

21,2391,233 8,800 2,400 8,8061,233 1,084 1,800 3,016 1,800 1,100 2,400 730 1,000 600 1,000 600 1,000 3,876

33110

1,090 270 4,093 110 4,058 270 2,400 270 8,266 2703,309 270 1,481 1,414 4,419 3,696 110 6,270 270

11,2

371,

129

770

270

3,00

027

01,

040

4,10

765

11,

129

270

4,70

011

04,

759

270

270

2,20

011

01,

770

110

2,48

327

04,

025

13,826 6,380 1,00121,207

599 3,297 1,000 1,252 1,800 3,284 1,800 795 240 1,800 1,870 1,800 670 1,001599 271 5,167 110 2,828 110 1,586 110 2,775 110 6,270 270 1,001

270 1,481 9,529 110 6,270 271 1,000

11,2

380

740

2,84

074

02,

579

2,89

41,

445

740

2,84

074

01,

000

27027

0270 27

027016

3

270

2,69

11,

445

270

3,78

027

02,

513

220

3,91

627

027

03,

780

110

3,97

211

02,

726

270

+22.00

MASTER BEDROOM

BEDROOM 1

BEDROOM 2

BEDROOM 3

BATHROOM

ENSUITE

VOID

VOID

HALLWAY

B.I.R

BALC

ON

Y

W.I.R

ENSUITE

BALC

ON

Y

B.I.RB.I.R

BOX GUTTER

BOX GUTTER

BO

X G

UTT

ER

SMOKE ALARM TO AS 3786

MECHANICAL VENTILATIONIN ACCORDANCE WITH PART 3.8.5 AND COMPLY WITH 3.8.7

ASD

-01

W-02

Sill 2,000

W-02

Sill 2,000

W-1

4

Sill

400

NFIRST FLOOR PLAN1:100

Noura

Stamp



P 8840 9114 F 8677 3921 M 0407 835 007 info@dwellde sign.com.au | www.dwelldesign.com.au Basement Floor Plan


ADDRESS:

TITLE:

PROJECT:

CLIENT:

JOB N0:

ADDRESS:

TITLE:

PROJECT:

CLIENT:

AMENDMENTS

ADDRESS:

TITLE:

PROJECT:

CLIENT:SCALE:

DRAWING No:

FILE:

DRAWN:

PLOT DATE:

1/09/2021ISSUE

DESIGNED: AB

SCALE 1 : 100


A

A3

1 20 43 5


A

ACCREDITATION6475

LB

7/22

2106608

MRS CHEN



1:100

15

x 0.

175

= 2.

6206.

742

24.6060.240 8.920 0.240 2.399 0.231 3.036 0.230 5.142 0.169 3.769 0.2300.230 2.486 0.230 10.295 0.110 1.835 0.110 5.080 0.230

3.401 0.230 10.335 0.110 0.990 0.230 5.080 0.230

0.23

010

.777

0.23

00.

230

1.84

05.

703

0.11

03.

125

0.23

0

6.20

95.

028

11.2

37

3.401 0.230 10.335 0.110 0.990 0.230 5.080 0.2300.600 1.126 7.504 0.744 3.027 0.230 11.435 0.230 5.080 0.230

13.008 17.205

+16.100

+16.180

+16.180

+16.180

107.436 m2

DOUBLE GARAGE

CAR MANEUVERING AREA

CELLAR

STORAGE

AA

BB

C

D

E

11.2

370.

230

0.15

63.

663

0.23

02.

553

0.24

03.

936

0.23

00.

230

3.82

00.

230

6.95

80.

230

10.7

680.

239

N

BASEMENT PLAN

Noura

Stamp



P 8840 9114 F 8677 3921 M 0407 835 007 info@dwellde sign.com.au | www.dwelldesign.com.au North West & North East Elevations


ADDRESS:

TITLE:

PROJECT:

CLIENT:

JOB N0:

ADDRESS:

TITLE:

PROJECT:

CLIENT:

AMENDMENTS

ADDRESS:

TITLE:

PROJECT:

CLIENT:SCALE:

DRAWING No:

FILE:

DRAWN:

PLOT DATE:

1/09/2021ISSUE

DESIGNED: AB

SCALE 1 : 100


A

A3

1 20 43 5


A

ACCREDITATION6475

LB

8/22

2106608

MRS CHEN



1:100

+18.800 GROUND FLOOR PLAN


+22.001 FIRST FLOOR PLAN


+24.702 Ceiling

+24.702 Ceiling

6,29

8

6,74

5

4,50

0 4,50

0

+26.14

+24.93

+25.50

+18.72 +18.60 +18.60

2,000

2,000

MAIN ENTRY DOOR FORFUTURE DETAILS

LIGHT MATERIAL BEAMS-COVERED WITH ALUMINUMSHEETING- TIMBER LOOK

POWDER COATEDALUMINIUM FIXEDWINDOW

VERTICAL SLATESBALUSTRADE- ALUMINUMFINISHCOLORBONDFENCE LEVEL1800H

FRAMELESS GLASSBALUSTRADE

SITE

BO

UNDA

RY

SITE

BO

UNDA

RY

9.5 m BUILDING ENVELOPE

MAXIMUM HEIGHT TO THE TOP OF PARAPET 7.8m TIMBER FRAMED ROOF TO AS168412° ROOF PITCH- METAL SHEETSSELECTED GUTTERS AND

DOWNPIPES

TIMBER FRAMEDROOF TO AS 1684 -

12° ROOF PITCHCOLORBOND



+24.702 Ceiling

6,67

6

+26.14

+25.47

+24.93

+22.60

+24.90

+18.72

+26.14

1,87

5

1,75

0

COLORBONDFENCE LEVEL

1800H

DOUBLE BRICKCONSTRUCTION

RENDERED & PAINTED(refer to colour scheme)

LIGHT MATERIAL BEAMS-COVERED WITH ALUMINUMSHEETING- TIMBER LOOK

POWDER COATEDALUMINIUM WINDOW

VERTICAL SLATESBALUSTRADE- ALUMINUMFINISH


SITE

BO

UNDA

RY

MAXIMUM HEIGHT TO THE TOP OF PARAPET 7.8m

1.8M SIDE FENCE

N.G.L

TIMBER FRAMED ROOF TO AS168412° ROOF PITCH- METAL SHEETS

SELECTED GUTTERS ANDDOWNPIPES

TIMBER FRAMEDROOF TO AS 1684 -

12° ROOF PITCHMETAL SHEETS

VERTICAL SLATESBALUSTRADE -ALUMINUMFINISH

NORTH WEST ELEVATION1:100

NORTH EAST ELEVATION1:100


Noura

Stamp



P 8840 9114 F 8677 3921 M 0407 835 007 info@dwellde sign.com.au | www.dwelldesign.com.au South East & South West Elevations


ADDRESS:

TITLE:

PROJECT:

CLIENT:

JOB N0:

ADDRESS:

TITLE:

PROJECT:

CLIENT:

AMENDMENTS

ADDRESS:

TITLE:

PROJECT:

CLIENT:SCALE:

DRAWING No:

FILE:

DRAWN:

PLOT DATE:

1/09/2021ISSUE

DESIGNED: AB

SCALE 1 : 100


A

A3

1 20 43 5


A

ACCREDITATION6475

LB

9/22

2106608

MRS CHEN



1:100





+24.702 Ceiling

+24.702 Ceiling

6,44

5

6,64

8

4,50

0

4,50

0

+26.14

+24.17

+24.90

+25.50

+22.60

+18.72

+22.45

+21.92

POWDERCOATED ALUMINUMFIXED WINDOW

LIGHT MATERIAL BOX-RENDERED & PAINTED-TIMBER FOR INSIDE SKIN


COLORBONDFENCE LEVEL1800H

ALUMINUM SLATESBALUSTRADE

SITE

BO

UNDA

RY

SITE

BO

UNDA

RY


MAXIMUM HEIGHT TO THE TOP OF PARAPET 7.8mTIMBER FRAMED ROOF TO AS168412° ROOF PITCH- METAL SHEETSSELECTED GUTTERS AND

DOWNPIPES



+24.702 Ceiling

+26.14

+24.90

+22.60

+18.72

2,00

0

COLORBONDFENCE LEVEL1800H

DOUBLE BRICKCONSTRUCTIONRENDERED & PAINTED(refer to colour scheme)

LIGHT MATERIAL BEAMS-COVERED WITH ALUMINUM

SHEETING- TIMBER LOOK

POWDER COATEDALUMINIUM WINDOW

VERTICAL SLATESBALUSTRADE- ALUMINUM

FINISH

FRAMELESS GLASSBALUSTRADE



SITE

BO

UNDA

RY

FROST

ED

FROSTEDSIDE FENCE 1800MM

N.G.L

TIMBER FRAMED ROOF TO AS1684

12° ROOF PITCH- METAL SHEETS

SELECTED GUTTERS ANDDOWNPIPES

TIMBER FRAMEDROOF TO AS 1684 -12° ROOF PITCH- METAL SHEETS

SOUTH EAST ELEVATION1:100

SOUTH WEST ELEVATION1:100


Noura

Stamp



P 8840 9114 F 8677 3921 M 0407 835 007 info@dwellde sign.com.au | www.dwelldesign.com.au Building Sections AA & BB


ADDRESS:

TITLE:

PROJECT:

CLIENT:

JOB N0:

ADDRESS:

TITLE:

PROJECT:

CLIENT:

AMENDMENTS

ADDRESS:

TITLE:

PROJECT:

CLIENT:SCALE:

DRAWING No:

FILE:

DRAWN:

PLOT DATE:

1/09/2021ISSUE

DESIGNED: AB

SCALE 1 : 100


A

A3

1 20 43 5


A

ACCREDITATION6475

LB

10/22

2106608

MRS CHEN



1:100

1,03

7

5,71

4

3,11

212

+26.14

+24.93

+25.47

+22.60

+24.90

+18.72 +18.72

7,69

9

STAIRS FOR COMPANYSPECS AND DETAILS

ALL INTERNAL WALLSCOVERED WITHGYPROCK

DOUBLE BRICK CONSTRUCTIONWALL - RENDERED & PAINTED



SKYLIGHT

LIVING

KITCHEN

HALLWAYHALLWAY

HALLWAY BED

2

BED

3

FORMAL LOUNGE

ENTRY PORCH

GARAGESSTORAGE

VOID

TERRACE GU

EST

WC

STAIRS

150

2,42

020

05,

888

150

2,50

020

02,

858

142

200

4,13

8

150

2,50

020

03,

000

200

2,70

0

MASTERBEDROOM

7,55

3

7,59

0

PROPOSED R.C. SLABS TOENGINEERS DETAILS

TERMITE CONTROL TOCOMPLY WITH AS 3660.1ALL FOOTINGS TO ENGINEER

SPECIFICATIONS AND DETAILS

TIMBER FRAMED ROOFTO AS 1684

1° ROOF PITCH- METAL CLIP LOCK

BOX GUTTER


12° ROOF PITCH- METAL SHEETS

+16.10-1 BASEMENT PLAN



+24.702 Ceiling

4,50

0

4,50

0

150

2,42

020

05,

888

12

6,726

6,19

5

STAIRS FOR ENGINEERSSPECS AND DETAILS

DOUBLE BRICK CONSTRUCTIONWALL - RENDERED & PAINTED




LIVING

MASTERBEDROOM

KITCHEN

CELLAR

SITE

BO

UNDA

RY

SITE

BO

UNDA

RY

GARAGE

150

2,50

020

03,

000

200

2,68

812


TERMITE CONTROL TOCOMPLY WITH AS 3660.1

ALL FOOTINGS TO ENGINEERSPECIFICATIONS AND DETAILS


12° ROOF PITCH- METAL



12° ROOF PITCH- METAL

BUILDING SECTION AA1:100

BUILDING SECTION BB1:100


Noura

Stamp



P 8840 9114 F 8677 3921 M 0407 835 007 info@dwellde sign.com.au | www.dwelldesign.com.au Outbuilding Plan & Elevations


ADDRESS:

TITLE:

PROJECT:

CLIENT:

JOB N0:

ADDRESS:

TITLE:

PROJECT:

CLIENT:

AMENDMENTS

ADDRESS:

TITLE:

PROJECT:

CLIENT:SCALE:

DRAWING No:

FILE:

DRAWN:

PLOT DATE:

1/09/2021ISSUE

DESIGNED: AB

SCALE 1 : 100


A

A3

1 20 43 5


A

ACCREDITATION6475

LB

11/22

2106608

MRS CHEN



1:100

PALI

NG

FE

NC

E

236°

08' 1

5.24

E C1 8 .2 2

N S1 8 .3 4 N S

1 8 .4 1

N S1 7 .9 5

N S1 8 .0 2

N S1 8 .1 9

E G2 1 .9 9

E G2 1 .9 9

S E W E R1 8 .0 6

18.00

REINFORCED

11,2

351,

144

900

1,59

82,

000

1,66

42,

000

1,92

911

01,

968

110

8,93

711

0

449 4,0124,461

110 1,482 110 2,200 110

1,98

820

08,

047

200

800

+18.38

AA

BATHGARDEN SHED

BBQ

OUTBUILDING

W-0

2Si

ll 1,

800

W-0

3Si

ll 1,

800

W-1

8Si

ll 1,

800

3,37

4

+21.55+21.08

1,009

MAXIMUM OUTBUILDING HEIGHT 3.5m

3,17

4

+21.55+21.08

1,005

DOUBLE BRICKCONSTRUCTIONRENDERED & PAINTED(refer to colour scheme)

SITE

BO

UNDA

RY MAXIMUM OUTBUILDING HEIGHT 3.5m

0 GROUND FLOOR PLAN 0 GROUND FLOOR PLAN

+21.549

2.000

2.000

SITE

BO

UNDA

RY

SITE

BO

UNDA

RY


0 GROUND FLOOR PLAN

+21.549

+18.375

+21.075

2.000 2.010

3.42

5

3.20

5

SITE

BO

UNDA

RY

SITE

BO

UNDA

RY


+18.38

+21.08+21.555º

SITE

BO

UNDA

RY

150

2,50

012

N

GROUND FLOOR PLAN

NORTH EAST ELEVATION

SOUTH WEST ELEVATION

Outbuilding-South East Elevation

Outbuilding -North West Elevation

BUILDING SECTION AA

Noura

Stamp



P 8840 9114 F 8677 3921 M 0407 835 007 info@dwellde sign.com.au | www.dwelldesign.com.au Pervious/Impervious Calculation


ADDRESS:

TITLE:

PROJECT:

CLIENT:

JOB N0:

ADDRESS:

TITLE:

PROJECT:

CLIENT:

AMENDMENTS

ADDRESS:

TITLE:

PROJECT:

CLIENT:SCALE:

DRAWING No:

FILE:

DRAWN:

PLOT DATE:

1/09/2021ISSUE

DESIGNED: AB

SCALE 1 : 100


A

A3

1 20 43 5


A

ACCREDITATION6475

LB

13/22

2106608

MRS CHEN



1:200

R O O F2 2 .6 9

E G18.00

GRASS

BRICK WALL

45.074 m2

C

D

E

2.00

2

11.478

6.02

8

8.274

8.874

9.002

2.00

1

0.963

15.51310.501 4.012

3.41

9

6.502

3.00

0

351.140 m2

295.302 m2

N S1 8 .2 7

18.50



3.12

8

LOT 87DP 12405



CONCRETEDRIVEWAY

PALI

NG

FE

NC

E

GRASS

326°19' 45.72

56°0

8' 1

5.24

146°19'

236°

08'

15.

24

E C1 7 .7 0

E C1 7 .8 2

E C1 7 .9 2

E C1 8 .2 0

1 7 .7 9

E C1 8 .1 9

E C1 8 .2 2

E C1 8 .4 1

E C1 8 .1 2

E C1 8 .2 8

E C1 8 .3 6

T E L1 7 .6 7

F L1 9 .0 5

N S1 8 .6 5N S

1 8 .6 1

N S1 8 .5 9 N S

1 8 .6 1N S1 8 .4 7 N S

1 8 .3 7 N S1 8 .3 4 N S

1 8 .4 1

N S1 7 .9 0

N S1 7 .9 3 N S

1 7 .9 5N S1 8 .0 2

N S1 8 .1 9

N S1 8 .2 7

T R *S 6 -D 0 .9 H 1 0

T R *S 8 -D 0 .5 H 11

T R *S 6 -D 0 .4 H 11

R O O F2 2 .7 5

R O O F2 1 .1 3

2 1 .3 8E G2 1 .4 2

E G2 4 .2 7

E G2 1 .9 9

E G2 1 .9 9

E G2 1 .3 0

E G2 1 .3 0

E G2 4 .3 0E G

2 1 .6 8

E G2 1 .3 1

E G2 1 .4 4

E G2 4 .2 7

E G2 1 .6 5

E G

W M

W T O P2 1 .0 2W T O P

2 1 .0 3 S I L L2 0 .4 1 S I L L

2 0 .4 1 S I L L2 0 .4 1 W T O P

2 1 .0 4W T O P2 1 .0 4W T O P

2 1 .0 4W T O P2 1 .0 9W T O P

2 1 .0 9

W T O PS I L L

2 2 .8 7W T O P2 4 .1 2

W T O P2 1 .0 1

W T O P2 0 .7 5

W T O P2 0 .7 6

W T O P2 0 .7 4

W T O P2 0 .7 4

W T O P2 0 .7 4

W T O P2 0 .7 5

W T O P2 1 .4 8

S I L L1 9 .8 0

W T O P2 4 .1 2

W T O P2 0 .8 7S I L L

2 0 .4 1

W T O PW T O P

S E W E R1 8 .0 6

18.50

18.00

CONCRETEDRIVEWAY

PALING FENCE

CO

NC

RET

E

PA

TH

SHED /GARAGE


TILE ROOFNo.44

LOW

BR

ICK

WAL

L

REINFORCED

HEDGE

PALING FENCE

R O O F2 2 .6 9

E G

18.00

GRASS

BRICK WALL

45.074 m2

C

D

E

2.00

2

11.478

6.02

8

8.274

8.874

9.002

2.00

1

0.963

15.51310.501 4.012

3.41

9

6.502

3.00

0

351.140 m2

295.302 m2

N S1 8 .2 7

18.50



3.12

8

LOT 87DP 12405



PALI

NG

FE

NC

E

GRASS

326°19' 45.72

56°0

8' 1

5.24

146°19'

236°

08'

15.

24

E C1 7 .7 0

E C1 7 .8 2

E C1 7 .9 2

E C1 8 .2 0

E C1 7 .7 9

E C1 8 .1 9

E C1 8 .2 2

E C1 8 .4 1

E C1 8 .1 2

E C1 8 .2 8

E C1 8 .3 6

T E L1 7 .6 7

F L1 9 .0 5

N S1 8 .6 5N S

1 8 .6 1

N S1 8 .5 9 N S

1 8 .6 1N S1 8 .4 7 N S

1 8 .3 7 N S1 8 .3 4 N S

1 8 .4 1

N S1 7 .9 0

N S1 7 .9 3 N S

1 7 .9 5N S1 8 .0 2

N S1 8 .1 9

N S1 8 .2 7

T R *S 6 -D 0 .9 H 1 0

T R *S 8 -D 0 .5 H 11

T R *S 6 -D 0 .4 H 11

R O O F2 2 .7 5

R O O F2 1 .1 3

2 1 .3 8E G2 1 .4 2

E G2 4 .2 7

E G2 1 .9 9

E G2 1 .9 9

E G2 1 .3 0

E G2 1 .3 0

E G2 4 .3 0E G

2 1 .6 8

E G2 1 .3 1

E G2 1 .4 4

E G2 1 .6 5

W M

W T O P2 1 .0 2W T O P

2 1 .0 3 S I L L2 0 .4 1 S I L L

2 0 .4 1 S I L L2 0 .4 1 W T O P

2 1 .0 4W T O P2 1 .0 4W T O P

2 1 .0 4W T O P2 1 .0 9W T O P

2 1 .0 9

W T O P2 0 .7 5

W T O P2 0 .7 6

W T O P2 0 .7 4

W T O P2 0 .7 4

W T O P2 0 .7 4

W T O P2 0 .7 5

W T O P2 0 .8 7S I L L

2 0 .4 1

S E W E R1 8 .0 6

18.50

18.00

CONCRETEDRIVEWAY

PALING FENCE

CO

NC

RET

E

PA

TH

SHED /GARAGE

LOW

BR

ICK

WAL

L

HEDGE

PALING FENCE

IMPERVIOUS AREA CALCULATIONID

COVERAGE UNITCOVERAGE UNITCOVERAGE UNIT

Surface Area10.6045.07295.30

PERVIOUS AREA CALCULATIONID

LANDSCAPE UNITSurface Area

351.14351.14 m2

N

PERVIOUS AREA1:200

IMPERVIOUS AREA1:200

Noura

Stamp



P 8840 9114 F 8677 3921 M 0407 835 007 info@dwellde sign.com.au | www.dwelldesign.com.au FSR Calculation / Driveway Sections


ADDRESS:

TITLE:

PROJECT:

CLIENT:

JOB N0:

ADDRESS:

TITLE:

PROJECT:

CLIENT:

AMENDMENTS

ADDRESS:

TITLE:

PROJECT:

CLIENT:SCALE:

DRAWING No:

FILE:

DRAWN:

PLOT DATE:

1/09/2021ISSUE

DESIGNED: AB

SCALE 1 : 100


A

A3

1 20 43 5


A

ACCREDITATION6475

LB

14/22

2106608

MRS CHEN



1:200, 1:100

FSR CALCULATIONID

FSR FF FSR GF FSR GF

Surface Area181.1138.85190.88410.84 m2

18.50

LOT 87DP 12405



15

x 17

5 =

2,62

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

W-1

1

Sill

0

D-0

2

ASD-02

W-01

Sill 1,700

W-01

Sill 1,700

W-01

Sill 1,700

W-03

Sill 1,800

W-02

Sill 1,800

W-02

Sill 1,800W

-05

Sill

0

3 x 177 = 530

W-09

Sill 900

W-1

2D

0-1

W-1

0

Sill

0AS

D-0

1

W-07

Sill 1,800

W-06

Sill 1,200

W-01

Sill 200

W-08

Sill 900

38.85 m2

326°19' 45.72

E C1 8 .1 9

E C1 8 .2 2

F L1 9 .0 5

N S1 8 .6 5N S

1 8 .6 1 N S1 8 .4 7 N S

1 8 .3 7 N S1 8 .3 4 N S

1 8 .4 1

N S1 8 .2 7

R O O F R O O F

R O O F2 1 .1 3

E G2 4 .2 7

E G2 1 .3 0

E G2 1 .3 0

E G2 4 .3 0E G

2 1 .6 8

E G2 4 .2 7

E G

W T O P2 1 .4 4

S I L L2 2 .8 7W T O P

2 4 .1 2

W T O P2 1 .6 1

W T O P2 1 .0 1

S I L L2 1 .1 7

W T O P2 1 .4 8

S I L L1 9 .8 0

S I L L2 0 .4 4

W T O P2 4 .1 2

W T O P2 1 .4 4 W T O P

2 1 .4 4W T O P

2 1 .6 1 W T O P2 1 .6 1

1 8 .0 6

SHED /GARAGE

PALING FENCE

+18.80

+18.72

+18.38+18.72

C

D

E

190.88 m2

KITCHEN

PORCHENTRY

FORMAL LOUNGE

LIVING

DINING

TERRACE

GUESTWC

SERVICEKITCHEN

OFFICE

W.I.R

PLAY ROOM

LAUNDRY

LIVING

ENSUITEGAZEBO

GUEST ROOM

BATHGARDEN SHED

BBQ

OUTBUILDING

CO

AT C

ABIN

ET

W/MDRYER

W-0

2Si

ll 1,

800

W-0

3Si

ll 1,

800

W-1

8Si

ll 1,

800

ASD

-01

W-1

1

Sill

0

W-01

Sill 1,700

W-01

Sill 1,700

W-01

Sill 1,700

W-0

7

Sill

200

W-0

5

Sill

0

W-15

Sill 200

W-1

6

W-02

Sill 1,700

W-02

Sill 1,700

W-13

Sill 2,000

W-02

Sill 2,000

W-01

Sill 0

ASD

-01

C

D

E

+22.00

MASTER BEDROOM

BEDROOM 1

BEDROOM 2

BEDROOM 3

BATHROOM

ENSUITE

VOID

VOID

HALLWAY

B.I.R

BALC

ON

Y

W.I.R

ENSUITE

BALC

ON

Y

B.I.RB.I.R

BOX GUTTER

BOX GUTTER

BO

X G

UTT

ER

ASD

-01

W-02

Sill 2,000

W-02

Sill 2,000

W-1

4

Sill

400

3,575 2,000 9,010 2,000

+18.32+18.12

+16.30

+18.11

2,21

7

2,20

2

PROPOSED VEHICLECROSSING

ARTHUR STREET

PROPOSED CONCRETEDRIVEWAY

GRADE 1:1010% 10%

GRADE 1:1020.20%

GRADE 1:4.95GRADE 1:17.145.83%

3,601 2,000 9,010 2,000

+18.30+18.10

+16.30+16.10

+18.32

2,21

92,

202


ARTHUR STREET


GARAGE

GRADE 1:1010% 10%

GRADE 1:1020%

GRADE 1:5GRADE 1:18.945.27%

3.601 2.000 9.010 2.000

+18.280+18.080

+16.300

2.20

42.

221

+18.500


ARTHUR STREET


GARAGE

GRADE 1:1010%

10%GRADE 1:1019.76%

GRADE 1:5.06GRADE 1:16.36

6.11%

N

FSR GROUND FLOOR1:200

FSR FIRST FLOOR1:200

DRIVEWAY SECTION CC

DRIVEWAY SECTION DD

DRIVEWAY SECTION EE

Noura

Stamp



P 8840 9114 F 8677 3921 M 0407 835 007 info@dwellde sign.com.au | www.dwelldesign.com.au Doors and Windows List


ADDRESS:

TITLE:

PROJECT:

CLIENT:

JOB N0:

ADDRESS:

TITLE:

PROJECT:

CLIENT:

AMENDMENTS

ADDRESS:

TITLE:

PROJECT:

CLIENT:SCALE:

DRAWING No:

FILE:

DRAWN:

PLOT DATE:

1/09/2021ISSUE

DESIGNED: AB

SCALE 1 : 100


A

A3

1 20 43 5


A

ACCREDITATION6475

LB

15/22

2106608

MRS CHEN



1:1

ID ASD-01 ASD-01 ASD-01 ASD-01 ASD-02 D0-1 D-02 D-03Quantity 1 1 1 1 1 1 1 1

W x H Size 2.690x2.400 3.000x2.600 3.314x2.900 4.000x3.000 2.400x2.600 1.400x2.400 0.900x2.400 3.600x2.200

Surface Area 6.46 7.80 9.61 12.00 6.24 3.36 2.16 7.92Location

Home Storey

DOOR LIST

ID W-01 W-01 W-01 W-02 W-02 W-03 W-03 W-05 W-05 W-06 W-07 W-07 W-08 W-09Quantity 1 1 3 1 7 1 1 1 1 1 1 1 1 1

Home StoreyW x H Size 1.000x2.600 1.000x2.600 1.000x3.500 2.000x0.600 1.800x0.600 0.800x0.600 2.000x0.600 2.840x2.400 2.840x2.900 1.800x1.200 1.400x0.600 3.200x2.400 1.756x0.600 3.000x0.600

Surface Area 2.55 2.60 3.50 1.20 1.08 0.48 1.20 6.82 8.24 2.16 0.84 7.68 1.05 1.80

LocationOrientation

WINDOW LIST

W-10 W-11 W-12 W-13 W-14 W-15 W-16 W-181 1 1 1 1 1 1 1

3.140x2.670 3.200x5.200 1.000x3.180 1.800x0.600 4.000x1.800 2.400x2.400 1.000x2.400 0.900x0.6008.38 16.64 3.18 1.08 7.20 5.76 2.40 0.54

WINDOW LISTID

QuantityHome StoreyW x H Size

Surface Area

WINDOW LIST

Noura

Stamp



P 8840 9114 F 8677 3921 M 0407 835 007 info@dwellde sign.com.au | www.dwelldesign.com.au Shadow Diagrams - Winter Solstice


ADDRESS:

TITLE:

PROJECT:

CLIENT:

JOB N0:

ADDRESS:

TITLE:

PROJECT:

CLIENT:

AMENDMENTS

ADDRESS:

TITLE:

PROJECT:

CLIENT:SCALE:

DRAWING No:

FILE:

DRAWN:

PLOT DATE:

1/09/2021ISSUE

DESIGNED: AB

SCALE 1 : 100


A

A3

1 20 43 5


A

ACCREDITATION6475

LB

16/22

2106608

MRS CHEN



1:500

EG

24.30EG24.29

EG21.69

18.00

LOT 88DP 12405

GRASS

BRICK WALL

C

D

E

2.00

2

11.478

6.02

8

8.274

8.874

9.002

2.00

1

0.963

15.51310.501 4.012

3.41

9

6.502

3.00

0

NS18.27

18.50

SITE COVERAGE AREA

LANDSCAPE AREA

3.12

8


LOT 87DP 12405



CONCRETEDRIVEWAY

PALI

NG

FE

NC

E

GRASS

A R

T H

U R

S

T R

E E

T

326°19' 45.72

56°0

8' 1

5.24

146°19'

236°

08'

15.

24

KBINV18.30

TK18.45

TK18.15

VC18.09

VC18.26

TK17.87

TK17.45

VC17.40

EC17.70

EC17.68

EC17.47

EC17.82

EC17.92

EC18.20

EC17.67

EC17.79

EC18.19

EC18.22

EC18.42

EC18.52

EC18.68

EC18.71

EC18.41

EC18.11

EC18.12

EC18.28EC

18.26

EC18.36

EC18.17

TEL17.67

FL19.05

NS18.65NS

18.61

NS18.59

NS18.61

NS18.47

NS18.37

NS18.34

NS18.41

NS17.90

NS17.93

NS17.95

NS18.02

NS18.19

NS18.27

PP19.34

TR*S6-D0.9H10

TR*S8-D0.5H11

TR*S6-D0.4H11

ROOF25.46

ROOF25.45

ROOF25.61

ROOF26.92

ROOF23.18ROOF

22.32ROOF22.24

ROOF21.13

ROOF26.88ROOF

25.23ROOF22.59

21.38EG21.42

EG24.27

EG21.99

EG21.99

EG21.30

EG21.30EG

24.30EG21.68

EG21.31

EG21.44

EG24.27

EG

EG24.31

EG21.65

EG21.67

EG21.68

EG

WM

WTOP21.02

WTOP21.03 SILL

20.41SILL20.41

SILL20.41

WTOP21.04

WTOP21.04

WTOP21.04

WTOP21.09

WTOP21.09

WTOP21.44

SILL22.87

WTOP24.12

WTOP21.61

WTOP21.01

WTOP20.75

WTOP20.76

WTOP20.74

WTOP20.74

WTOP20.74

20.75

SILL21.17

WTOP21.48SILL

19.80 SILL20.44

WTOP24.12

WTOP20.87

SILL20.41

WTOP21.44

WTOP21.44WTOP

21.61WTOP21.61

SEWER

18.06

18.50

18.00

CONCRETEDRIVEWAY

PALING FENCE

CO

NC

RET

E

PA

TH

SHED /GARAGE


TILE ROOFNo.1

GR

ASS

GR

ASS

GR

ASS

GR

ASS

LOW

BR

ICK

WAL

L

REINFORCED

HEDGE

PALING FENCE


TILE ROOFNo.48

ROOF22.69

EG

24.30EG24.29

EG21.69

LOT 86DP 12405

LOT 88DP 12405

BRICK WALL

C

D

E

2.00

2

11.478

6.02

8

8.274

8.874

9.002

2.00

1

0.963

15.51310.501 4.012

6.502

NS18.27

18.50

SITE COVERAGE AREA

LANDSCAPE AREA

3.12

8

LOT 87DP 12405



PALI

NG

FE

NC

E

GRASS

326°19' 45.72

146°19'

236°

08'

15.

24

EC18.19

EC18.22

FL19.05

NS18.65NS

18.61

NS18.61

NS18.47

NS18.37

NS18.34

NS18.41

NS17.90

NS17.93

NS17.95

NS18.02

NS18.19

NS18.27

TR*S8-D0.5H11

TR*S6-D0.4H11

ROOF24.29

ROOF22.75

ROOF23.92 ROOF

23.89

ROOF25.46

ROOF25.45

ROOF25.61

ROOF26.92

ROOF23.18ROOF

22.32ROOF22.24

ROOF21.13

ROOF26.88ROOF

25.23ROOF22.59

21.38EG21.42

20.80

EG24.27

EG21.99

EG21.99

EG21.30

EG21.30EG

24.30EG21.68

EG21.31

EG21.44

EG24.27

EG

EG24.31

EG21.65

EG21.67

EG21.68

EG

WTOP21.02

WTOP21.03 SILL

20.41SILL20.41

SILL20.41

WTOP21.04

WTOP21.04

WTOP21.04

WTOP21.09

WTOP21.09

WTOP21.44

SILL22.87

WTOP24.12

WTOP21.61

WTOP21.01

WTOP20.75

WTOP20.76

WTOP20.74

WTOP20.74

WTOP20.74

WTOP20.75

SILL21.17

WTOP21.48SILL

19.80 SILL20.44

WTOP24.12

WTOP20.87

SILL20.41

WTOP21.44

WTOP21.44WTOP

21.61WTOP21.61

SEWER

18.06

18.00

LOT 90DP 12405

PALING FENCE

SHED /GARAGE


TILE ROOFNo.44


TILE ROOFNo.1

REINFORCED

HEDGE

PALING FENCE


TILE ROOFNo.48

ROOF22.69

EG

24.30EG24.29

EG21.69

18.00

LOT 86DP 12405

LOT 88DP 12405

GRASS

BRICK WALL

C

D

E

2.00

2

11.478

6.02

8

8.274

8.874

9.002

2.00

1

0.963

15.51310.501 4.012

3.41

9

6.502

NS18.27

18.50

SITE COVERAGE AREA

LANDSCAPE AREA

3.12

8

LOT 87DP 12405



PALI

NG

FE

NC

E

GRASS

326°19' 45.72

146°19'

236°

08'

15.

24

EC18.19

EC18.22

FL19.05

NS18.65NS

18.61

NS18.59

NS18.61

NS18.47

NS18.37

NS18.34

NS18.41

NS17.90

NS17.93

NS17.95

NS18.02

NS18.19

NS18.27

TR*S8-D0.5H11

TR*S6-D0.4H11

ROOF24.29

ROOF22.75

ROOF23.92 ROOF

23.89

ROOF25.46

ROOF25.45

ROOF25.61

ROOF26.92

ROOF23.18ROOF

22.32ROOF22.24

ROOF21.13

ROOF26.88ROOF

25.23ROOF22.59

21.38EG21.42

20.80

EG24.27

EG21.99

EG21.99

EG21.30

EG21.30EG

24.30EG21.68

EG21.31

EG21.44

EG24.27

EG

EG24.31

EG21.65

EG21.67

EG21.68

EG

WTOP21.02

WTOP21.03 SILL

20.41SILL20.41

SILL20.41

WTOP21.04

WTOP21.04

WTOP21.04

WTOP21.09

WTOP21.09

WTOP21.44

SILL22.87

WTOP24.12

WTOP21.61

WTOP21.01

WTOP20.75

WTOP20.76

WTOP20.74

WTOP20.74

WTOP20.74

WTOP20.75

SILL21.17

WTOP21.48SILL

19.80 SILL20.44

WTOP24.12

WTOP20.87

SILL20.41

WTOP21.44

WTOP21.44WTOP

21.61WTOP21.61

SEWER

18.06

18.00

LOT 90DP 12405

PALING FENCE

SHED /GARAGE


TILE ROOFNo.44


TILE ROOFNo.1

REINFORCED

HEDGE

PALING FENCE


TILE ROOFNo.48

ROOF22.69

EG

24.30EG24.29

EG21.69

18.00

LOT 88DP 12405

GRASS

BRICK WALL

C C

D D

E E

2.00

2

11.478

6.02

8

8.274

8.874

9.002

2.00

1

0.963

15.51310.501 4.012

3.41

9

6.502

3.00

0

NS18.27

18.50

SITE COVERAGE AREA

LANDSCAPE AREA

3.12

8


LOT 87DP 12405



CONCRETEDRIVEWAY

PALI

NG

FE

NC

E

GRASS

A R

T H

U R

S

T R

E E

T

326°19' 45.72

56°0

8' 1

5.24

146°19'

236°

08'

15.

24

KBINV18.30

TK18.45

TK18.15

VC18.09

VC18.26

TK17.87

TK17.45

VC17.40

EC17.70

EC17.68

EC17.47

EC17.82

EC17.92

EC18.20

EC17.67

EC17.79

EC18.19

EC18.22

EC18.42

EC18.52

EC18.68

EC18.71

EC18.41

EC18.11

EC18.12

EC18.28EC

18.26

EC18.36

EC18.17

TEL17.67

FL19.05

NS18.65NS

18.61

NS18.59

NS18.61

NS18.47

NS18.37

NS18.34

NS18.41

NS17.90

NS17.93

NS17.95

NS18.02

NS18.19

NS18.27

PP19.34

TR*S6-D0.9H10

TR*S8-D0.5H11

TR*S6-D0.4H11

ROOF22.75

ROOF25.46

ROOF25.45

ROOF25.61

ROOF26.92

ROOF23.18ROOF

22.32ROOF22.24

ROOF21.13

ROOF26.88ROOF

25.23ROOF22.59

21.38EG21.42

EG24.27

EG21.99

EG21.99

EG21.30

EG21.30EG

24.30EG21.68

EG21.31

EG21.44

EG24.27

EG

EG21.65

EG21.67

EG

WM

WTOP21.02

WTOP21.03 SILL

20.41SILL20.41

SILL20.41

WTOP21.04

WTOP21.04

WTOP21.04

WTOP21.09

WTOP21.09

WTOP21.44

SILL22.87

WTOP24.12

WTOP21.61

WTOP21.01

WTOP20.75

WTOP20.76

WTOP20.74

WTOP20.74

WTOP20.74

WTOP20.75

SILL21.17

WTOP21.48SILL

19.80 SILL20.44

WTOP24.12

WTOP20.87

SILL20.41

WTOP21.44

WTOP21.44WTOP

21.61WTOP21.61

SEWER

18.06

18.50

18.00

CONCRETEDRIVEWAY

PALING FENCE

CO

NC

RET

E

PA

TH

SHED /GARAGE


TILE ROOFNo.1

GR

ASS

GR

ASS

GR

ASS

GR

ASS

LOW

BR

ICK

WAL

L

REINFORCED

HEDGE

PALING FENCE


TILE ROOFNo.48

ROOF22.69

EG

18.00

GRASS

BRICK WALL

C

D

E

2.00

2

11.478

6.02

8

8.274

8.874

9.002

2.00

1

0.963

15.51310.501 4.012

3.41

9

6.502

3.00

0

NS18.27

18.50

SITE COVERAGE AREA

LANDSCAPE AREA

3.12

8

LOT 87DP 12405



CONCRETEDRIVEWAY

PALI

NG

FE

NC

E

GRASS

326°19' 45.72

56°0

8' 1

5.24

146°19'

236°

08'

15.

24

EC17.51 17.58

EC17.70

EC17.68

EC17.47

EC17.82

EC17.92

EC18.20

EC17.67

EC17.79

EC18.19

EC18.22

EC18.42

EC18.52

EC18.41

EC18.11

EC18.12

EC18.28EC

18.26

EC18.36

EC18.17

TEL17.67

FL19.05

NS18.65NS

18.61

NS18.59

NS18.61

NS18.47

NS18.37

NS18.34

NS18.41

NS17.90

NS17.93

NS17.95

NS18.02

NS18.19

NS18.27

PP19.34

TR*S6-D0.9H10

TR*S8-D0.5H11

TR*S6-D0.4H11

ROOF22.75

23.89

ROOF25.46

ROOF25.45

ROOF25.61

ROOF23.18ROOF

22.32ROOF22.24

ROOF21.13

21.38EG21.42

EG24.27

EG21.99

EG21.99

EG21.30

EG21.30EG

24.30EG21.68

EG21.31

EG21.44

EG24.27

EG21.65

EG

WM

WTOP21.02

WTOP21.03 SILL

20.41SILL20.41

SILL20.41

WTOP21.04

WTOP21.04

WTOP21.04

WTOP21.09

WTOP21.09

WTOP21.44

SILL22.87

WTOP24.12

WTOP21.61

WTOP21.01

WTOP20.75

WTOP20.76

WTOP20.74

WTOP20.74

WTOP20.74

WTOP20.75

SILL21.17

WTOP21.48SILL

19.80 SILL20.44

WTOP24.12

WTOP20.87

SILL20.41

WTOP21.44

WTOP21.44WTOP

21.61WTOP21.61

SEWER

18.06

18.50

18.00

CONCRETEDRIVEWAY

PALING FENCE

CO

NC

RET

E

PA

TH

SHED /GARAGE


TILE ROOFNo.44


TILE ROOFNo.1

GR

ASS

GR

ASS

GR

ASS

LOW

BR

ICK

WAL

L

REINFORCED

HEDGE

PALING FENCE


TILE ROOFNo.48

ROOF22.69

EG

18.00

LOT 86DP 12405

GRASS

BRICK WALL

C

D

E

2.00

2

11.478

6.02

8

8.274

8.874

9.002

2.00

1

0.963

15.51310.501 4.012

3.41

9

6.502

3.00

0

NS18.27

18.50

SITE COVERAGE AREA

LANDSCAPE AREA

3.12

8

LOT 87DP 12405



CONCRETEDRIVEWAY

PALI

NG

FE

NC

E

GRASS

326°19' 45.72

56°0

8' 1

5.24

146°19'

236°

08'

15 .

24

KBINV17.06

18.15

18.09

18.26

17.87

17.45

17.20

17.40

EC17.51

EC17.58

EC17.70

EC17.68

EC17.47

EC17.82

EC17.92

EC18.20

EC17.67

EC17.79

EC18.19

EC18.22

EC

EC18.41

EC18.11

EC18.12

EC18.28EC

18.26

EC18.36

EC18.17

TEL17.67

FL19.05

NS18.65NS

18.61

NS18.59

NS18.61

NS18.47

NS18.37

NS18.34

NS18.41

NS17.90

NS17.93

NS17.95

NS18.02

NS18.19

NS18.27

PP19.34

TR*S6-D0.9H10

TR*S8-D0.5H11

TR*S6-D0.4H11

ROOF22.75

ROOF23.92 ROOF

23.89

ROOF25.46

ROOF23.18ROOF

22.32ROOF22.24

ROOF21.13

21.38EG21.42

20.80

EG24.27

EG21.99

EG21.99

EG21.30

EG21.30EG

24.30EG21.68

EG21.31

EG21.44

EG24.27

EG21.65

EG

WM

WTOP21.02

WTOP21.03 SILL

20.41SILL20.41

SILL20.41

WTOP21.04

WTOP21.04

WTOP21.04

WTOP21.09

WTOP21.09

WTOP21.44

SILL22.87

WTOP24.12

WTOP21.61

WTOP21.01

WTOP20.75

WTOP20.76

WTOP20.74

WTOP20.74

WTOP20.74

WTOP20.75

SILL21.17

WTOP21.48SILL

19.80 SILL20.44

WTOP24.12

WTOP20.87

SILL20.41

WTOP21.44

WTOP21.44WTOP

21.61WTOP21.61

SEWER

18.06

18.50

18.00

CONCRETEDRIVEWAY

PALING FENCE

CO

NC

RET

E

PA

TH

SHED /GARAGE


TILE ROOFNo.44


TILE ROOFNo.1

GR

ASS

GR

ASS

GR

ASS

LOW

BR

ICK

WAL

L

REINFORCED

HEDGE

PALING FENCE

N

JUNE 21 SHADOW DIAGRAM - 9 AM1:500

JUNE 21 SHADOW DIAGRAM - 12 PM1:500

JUNE 21 SHADOW DIAGRAM - 3PM1:500

MARCH 21 SHADOW DIAGRAM - 9 AM1:500

MARCH 21 SHADOW DIAGRAM - 12 PM1:500

MARCH 21 SHADOW DIAGRAM - 3PM1:500

18° AZIMUTH

43° WEST OF NORTH12 NOON

9 AM

3 PM

43° E

AST

OF N

ORTH

TRUE NORTH

31° AZIMUTH

18° A

ZIMU

TH

SUN SHADOW DIAGRAM PREPAREDFOR 9 AM, 12 NOON & 3 PM

MID-WINTER, JUNE 21.

KEY

3 PM

12 NOON

9 AM

Noura

Stamp



P 8840 9114 F 8677 3921 M 0407 835 007 info@dwellde sign.com.au | www.dwelldesign.com.au Front Fence / Streetscape


ADDRESS:

TITLE:

PROJECT:

CLIENT:

JOB N0:

ADDRESS:

TITLE:

PROJECT:

CLIENT:

AMENDMENTS

ADDRESS:

TITLE:

PROJECT:

CLIENT:SCALE:

DRAWING No:

FILE:

DRAWN:

PLOT DATE:

1/09/2021ISSUE

DESIGNED: AB

SCALE 1 : 100


A

A3

1 20 43 5


A

ACCREDITATION6475

LB

17/22

2106608

MRS CHEN



1:200, 1:100







+24.7002 Ceiling

+24.7002 Ceiling

+18.251

+26.140

+26.886

SITE

BO

UNDA

RY

+23.890

SITE

BO

UNDA

RY

46 ARTHUR STREET

48 ARTHUR STREET

44 ARTHUR STREET

1.50

0 1.50

0

1.50

0

1.50

0

1.50

0

1.50

0

1.20

0

1.00

00.

280

1.05

0

9,634

3,419

460370 230

943 230 4,020 460 1,248460

185230

185230 1,815

230600 230 2,054

230185

230185

230600

185230

1853,000

N

STREETSCAPE ELEVATION1:200

FRONT FENCE ELEVATION1:100

FRONT FENCE PLAN1:100


Noura

Stamp



P 8840 9114 F 8677 3921 M 0407 835 007 info@dwellde sign.com.au | www.dwelldesign.com.au Demolition Plan/ Traffic Management Plan


ADDRESS:

TITLE:

PROJECT:

CLIENT:

JOB N0:

ADDRESS:

TITLE:

PROJECT:

CLIENT:

AMENDMENTS

ADDRESS:

TITLE:

PROJECT:

CLIENT:SCALE:

DRAWING No:

FILE:

DRAWN:

PLOT DATE:

1/09/2021ISSUE

DESIGNED: AB

SCALE 1 : 100


A

A3

1 20 43 5


A

ACCREDITATION6475

LB

19/22

2106608

MRS CHEN



1:200


CONCRETEDRIVEWAY

PALI

NG

FE

NC

E

SHED

GRASS

A R

T H

U R

S

T R

E E

T

326°19' 45.72

56°0

8' 1

5.24

146°19'

45.72

236°

08'

15.

24

T K1 8 .1 5

V C1 8 .0 9

V C1 8 .2 6

T K1 7 .8 7

T K1 7 .4 5

V C1 7 .4 0

E C1 7 .7 0E C

1 7 .6 8

E C1 7 .4 7

E C1 7 .8 2

E C1 8 .1 4 E C

1 8 .1 3 E C1 8 .1 6 E C

1 8 .0 3

E C1 8 .1 3

E C1 8 .1 7E C

1 8 .1 8E C1 8 .11E C

1 7 .9 2

E C1 8 .2 0

E C1 8 .4 9

E C1 8 .3 9 E C

1 8 .5 4

E C1 7 .6 7

E C1 7 .7 9

E C1 8 .1 9

E C1 8 .1 4

E C1 8 .2 3

E C1 8 .2 7

E C1 8 .3 1

E C1 8 .2 7

E C1 8 .5 1

E C1 8 .5 0

E C1 8 .5 2

E C1 8 .5 6

E C1 8 .5 4

E C1 8 .5 9

E C1 8 .7 1 E C

1 8 .4 7

E C1 8 .4 9

E C1 8 .2 1 E C

1 8 .1 9 E C1 8 .1 7

E C1 7 .9 8 E C

1 8 .0 1

E C1 8 .1 0

E C1 8 .2 2

E C1 8 .3 2E C

1 8 .3 3

E C1 8 .3 1

E C1 8 .3 0

E C1 8 .1 8

E C1 8 .5 2

E C1 8 .4 1

E C1 8 .11

E C1 8 .1 2

E C1 8 .2 8E C

1 8 .2 6

E C1 8 .3 6

E C1 8 .1 7

1 8 .3 8E C

T E L1 7 .6 7

F L1 8 .0 9

F L1 8 .9 9 F L

1 9 .0 5 F L1 8 .8 9

F L1 8 .5 3

F L1 8 .7 6

F L1 8 .1 2

S1 8 .8 2

S1 9 .2 1

S1 8 .5 0

S1 9 .2 1

N S1 8 .2 7

N S1 8 .6 5N S

1 8 .6 1

N S1 8 .5 9 N S

1 8 .6 1N S1 8 .4 7 N S

1 8 .3 7 N S1 8 .3 4 N S

1 8 .4 1

N S1 7 .9 0

N S1 7 .9 3 N S

1 7 .9 5N S1 8 .0 2

N S1 8 .1 9

N S1 8 .2 7

P P1 9 .3 4

T R *S 6 -D 0 .9 H 1 0

T R *S 4 -D 0 .3 5 H 5

T R *S 3 -D 0 .2 H 5

T R *S 8 -D 0 .5 H 11

T R *S 6 -D 0 .4 H 11

R O O F2 4 .2 8

R O O F2 3 .2 0

R O O F2 1 .1 3

R O O F2 5 .4 6

R O O F2 3 .1 8

R O O F2 2 .3 2

R O O F2 1 .4 7 R O O F

2 1 .0 2

R O O F2 2 .2 4

R O O F2 0 .9 9R O O F

2 4 .2 4

R O O F2 1 .1 3

R O O F

E G2 1 .5 5

E G2 1 .5 4

E G2 2 .0 2

E G2 1 .9 8

E G2 1 .3 8

E G2 1 .4 2

E G2 0 .1 5

E G2 0 .2 5

E G2 4 .2 7

E G2 2 .0 1E G

2 1 .9 9E G2 1 .8 1

E G2 1 .8 2

E G2 1 .9 9

E G2 1 .9 9

E G2 1 .3 0

E G2 1 .3 0

E G2 4 .3 0E G

2 1 .6 8

E G2 2 .0 0

E G2 1 .9 8

E G2 1 .6 2

E G2 1 .4 4

E G2 0 .2 1

E G2 0 .1 4

E G2 4 .2 7

E G2 1 .6 5

E G

F1 8 .6 2 F

1 8 .6 9 F1 8 .5 2

F1 8 .7 9

F1 9 .3 3

F2 0 .0 8F

2 0 .0 9 F1 9 .8 7 F

1 9 .7 9 F1 9 .5 0 F

1 9 .5 2F

1 9 .5 9

F1 8 .8 1

F1 8 .6 5

F1 8 .6 6

F1 8 .8 8F

1 8 .8 0

F1 9 .5 5

W M

W T O P2 1 .4 4

S I L L2 2 .8 7W T O P

2 4 .1 2

W T O P2 1 .6 1

W T O P2 1 .0 1

S I L L2 1 .1 7

W T O P2 1 .4 8

S I L L1 9 .8 0

S I L L2 0 .4 4

W T O P2 4 .1 2

W T O P2 1 .4 4 W T O P

2 1 .4 4W T O P

2 1 .6 1 W T O P2 1 .6 1

S T E P1 8 .5 1

A W N2 1 .3 8

G A S

S E W E R1 8 .0 6

S H R U B

18.50

18.00 18.00

CONCRETEDRIVEWAY

POR

CH

GRASS

GRASS

PALING FENCE

CO

NC

RET

E

PA

TH

SHED /GARAGE

GR

ASS

GR

ASS

BRICK WALL

LOW

BR

ICK

WAL

L

SS

REINFORCED

HEDGE

PALING FENCE

E G

18.00

GRASS

BRICK WALL

1

2

3

N S1 8 .2 7

18.50




LOT 87DP 12405



CONCRETEDRIVEWAY

GRASS

A R

T H

U R

S

T R

E E

T

326°19' 45.72

56°0

8' 1

5.24

146°19'

T K1 8 .1 5

V C1 8 .0 9

T K1 7 .8 7

T K1 7 .4 5

V C1 7 .4 0

E C1 7 .7 0E C

1 7 .6 8

E C1 7 .4 7

E C1 7 .8 2

E C1 7 .9 2

E C1 8 .2 0

E C1 7 .6 7

E C1 7 .7 9

E C1 8 .1 9

E C1 8 .2 2

E C1 8 .4 1

E C1 8 .11

E C1 8 .1 2

E C1 8 .2 8E C

1 8 .2 6

E C1 8 .3 6

E C1 8 .1 7

T E L1 7 .6 7

F L1 9 .0 5

N S1 8 .6 5N S

1 8 .6 1

N S1 8 .5 9 N S

1 8 .6 1N S1 8 .4 7 N S

1 8 .3 7 N S1 8 .3 4

N S1 7 .9 0

N S1 7 .9 3 N S

1 7 .9 5

N S1 8 .2 7

P P1 9 .3 4

T R *S 6 -D 0 .9 H 1 0

T R *S 8 -D 0 .5 H 11

T R *S 6 -D 0 .4 H 11

R O O F

R O O F2 1 .1 3

2 1 .3 8E G2 1 .4 2

E G2 4 .2 7

E G2 1 .3 0

E G2 1 .3 0

E G2 4 .3 0E G

2 1 .6 8

E G2 1 .4 4

E G2 4 .2 7

E G2 1 .6 5

E G

W M

W T O P2 1 .0 2W T O P

2 1 .0 3 S I L L2 0 .4 1 S I L L

2 0 .4 1 S I L L2 0 .4 1 W T O P

2 1 .0 4W T O P2 1 .0 4W T O P

2 1 .0 4W T O P2 1 .0 9W T O P

2 1 .0 9

W T O P2 1 .4 4

S I L L2 2 .8 7W T O P

2 4 .1 2

W T O PW T O P

2 1 .0 1S I L L

W T O P2 1 .4 8

S I L L1 9 .8 0

S I L L2 0 .4 4

W T O P2 4 .1 2

W T O P2 0 .8 7S I L L

2 0 .4 1

W T O P2 1 .4 4 W T O P

2 1 .4 4W T O P

W T O P

S E W E R1 8 .0 6

18.50

18.00

CONCRETEDRIVEWAY

PALING FENCE

CO

NC

RET

E

PA

TH

SHED /GARAGE

GR

ASS

GR

ASS

GR

ASS

LOW

BR

ICK

WAL

L

HEDGE

PALING FENCE Pedestrian

Pedestrian

ROADWORKSIGN

ROADWORKSIGN

N

DEMOLITION PLAN1:200

TRAFFIC MANAGEMENT PLAN1:200

GENERAL LEGEND

ALL ELEMENTS SHOWNDASHED TO BE REMOVED

ALL TREES SHOWN LINETO REMAIN

1

2

3

PROHIBIT VEHICLES STOPPING ALONG THELENGTH OF THE NARROWED CARRIAGE WAY

PROVIDE A MINIMUM TRAFFICZONE WIDTH OF 3.5M

PROVIDE A MINIMUM CLEAR WIDTH OF 1.5MFOR PEDESTRIAN ACCESS

GENERAL LEGEND

THE DEMOLITION OF ANY STRUCTURE IS TOBE CARRIED OUT IN ACCORDANCE WITH THEWORK HEALTH & SAFETY ACT 2011.

NOTE:

Noura

Stamp



P 8840 9114 F 8677 3921 M 0407 835 007 info@dwellde sign.com.au | www.dwelldesign.com.au Sediment Control Plans


ADDRESS:

TITLE:

PROJECT:

CLIENT:

JOB N0:

ADDRESS:

TITLE:

PROJECT:

CLIENT:

AMENDMENTS

ADDRESS:

TITLE:

PROJECT:

CLIENT:SCALE:

DRAWING No:

FILE:

DRAWN:

PLOT DATE:

1/09/2021ISSUE

DESIGNED: AB

SCALE 1 : 100


A

A3

1 20 43 5


A

ACCREDITATION6475

LB

20/22

2106608

MRS CHEN



Drainage area 0.6ha. max. Slope gradient

SEDIMENT FENCE

3m max.

600

max

200

1:2 max. Slope length 60m max.

Wire or steel mesh.

Disturbed area.Direction of

flow

Undisturbed area

Detail of overlap.

Geotextile filter

into groundPosts driven 0.6m

fabric

50-75mm

TEMPORARY CONSTRUCTION EXIT

Runoff from paddirected to sediment trap

Geotextilefabric

gravel

200

Construction siteMin length 3m

Existing roadway

Min width 3m

Berm (0.3m min. high)

BUILDING MATERIAL STOCKPILESNTS

SCOUR OF STOCKPILEEARTH BANK TO PREVENT

SEDIMENT FENCEOR SANDBAGS

WATERPROOFCOVERING

STOCKPILE

SANDBAG KERB SEDIMENT TRAP

RUNOFF

NTS

SANDBAG IN GUTTER

BALLAST IS TO BE MAINTAINED AND REPLACED

SHOULD BE TAKEN TO THE TRUCK

IF NECESSARY WHEELS AND AXLES

ENVIRONMENTAL SITE MANAGEMENT NOTES

TO INDIVIDUAL TREES AS NECESSARY.

ON APPROVED ARCHITECT'S OR

COLLECT SILT LADEN

ARBORIST REPORT. TREES RETAINED

WATER, UNTIL SURROUNDING AREAS ARE PAVED

1. ALL EXISTING TREES TO BE RETAINED UNLESS SHOWN OTHERWISE

3. SEDIMENT AND EROSION CONTROLS MUST BE IN PLACE PRIOR TO THE2. RETAIN ALL EXISTING PLANT COVER WHEREVER POSSIBLE.

COMMENCEMENT OF ANY EARTHWORKS OF DEMOLITION ACTIVITY.

ARE TO BE PROTECTED WITH A HIGH VISIBILITY FENCE, PLUS

4. INSTALL TEMPORARY SEDIMENT BARRIERS TO ALL INLET PITS LIKELY TO

11. ANY SEDIMENT DEPOSITED ON THE PUBLIC WAY, INCLUDING FOOTPATH

9. ALL VEHICLES LEAVING THE SITE MUST PASS OVER THE 'BALLAST' AREA

10. TRUCKS REMOVING EXCAVATED MATERIAL SHOULD TRAVEL ON STABILISED

SINGLE UNIT HEAVY RIGID VEHICLES. (NO SEMI-TRAILERS)

AS NECESSARY DURING THE CONSTRUCTION PERIOD.

TO SHAKE OFF SITE CLAY AND SOIL.

CONSTRUCTION PATHS AND MATERIALTO REDUCE TRUCK MOVEMENT ON THE SITE. TRUCKS TO BE LIMITED TO

ARE TO BE HOSED DOWN.

COMMENCED UNTIL THE STRUCTURAL

IS TO BE REMOVED IMMEDIATELY.

AND ARE NOT TO OPERATE FROM THE

SAFE ACCESS FOR PEDESTRIANS.

OR REGRASSED

MEASURES ARE TAKEN DURING

ORDER AND REGULARLY

LOCATED AS SHOWN ON PLAN.

PREVENT SEDIMENT EROSION & POLLUTION OF THETHE COURSE OF CONSTRUCTION TO

7. WASTE MATERIALS ARE TO BE STOCKPILED OR LOADED INTO SKIP BINS

6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL

SUPERVISING ENGINEER SHOULD BE CONTACTED IF IN DOUBT.

8. STOCKPILES OF LOOSE MATERIALS SUCH AS SAND, SOIL, GRAVEL MUST

DESILTED DURING THE CONSTRUCTION PERIOD.5. ALL SILT FENCES AND BARRIERS ARE TO BE MAINTAINED IN GOOD

REINFORCING, FORMWORK, SCAFFOLDING.USED TO ISOLATE STOCKPILES OF SOLID MATERIALS SUCH AS STEELOR MEMBRANE MUST NOT BE USED. SAFETY BARRICADING SHOULD BEBE COVERED WITH GEOTEXTILE SILT FENCE MATERIAL. PLASTIC SHEETING

15. ANY EXCAVATION WORK ADJACENT TO ADJOINING PROPERTIES OR THE

16. TOILET FACILITIES MUST BE EITHER A FLUSHING TYPE OR APPROVED

ENGINEER IS CONSULTED AND SPECIFIC INSTRUCTIONS RECEIVED FROM

PORTABLE CHEMICAL CLOSET. CHEMICALAND SERVICED ON A REGULAR BASIS SO THAT OFFENSIVE ODOUR

THE ENGINEER.

PUBLIC ROADWAY IS NOT TO BE

IS NOT EMITTED.

12. PROVIDE BARRIERS AROUND ALL CONSTRUCTION WORKS WITHIN THE

13. CONCRETE PUMPS AND CRANES ARE TO OPERATE FROM WITHIN THE

14. DELIVERY VEHICLES MUST NOT STAND WITHIN THE PUBLIC ROADWAY FORPUBLIC ROADWAY UNLESS SPECIFIC COUNCIL PERMISSION IS OBTAINED.

MORE THAN 20 MINUTES AT A TIME.

RESERVE AND ROAD SURFACE,

FOOTPATH AREA TO PROVIDE

BALLAST ENTRY DRIVEWAY AREA

EROSION AND SEDIMENT CONTROLS:

SILT FENCE BARRIER

Star pickets at3.0 metre centres

filter fabricApproved geotechnical

Filter aggregate

100

200

SILT FENCE BARRIER DETAIL

500 min.

Noura

Stamp



P 8840 9114 F 8677 3921 M 0407 835 007 info@dwellde sign.com.au | www.dwelldesign.com.au Colour scheme


ADDRESS:

TITLE:

PROJECT:

CLIENT:

JOB N0:

ADDRESS:

TITLE:

PROJECT:

CLIENT:LB

AMENDMENTS

ADDRESS:

TITLE:

PROJECT:

CLIENT:SCALE:

DRAWING No:

FILE:

DRAWN:

PLOT DATE:

1/09/2021ISSUE

DESIGNED: AB

SCALE 1 : 100


A21/22

2106608

MRS CHEN


A3

1 20 43 5


A


ACCREDITATION6475

Note : Colour of proposed samples may change upon execution. Please refer to Colour Scheme on page 1/22 for all elevations

Designer white AlucobondDesigner white Alucobond

Afrecan Zebrano by Alucobond

Natural Manhattenby Alucobond

Afrecan Zebrano by Alucobond

Surfmist by Colorbond

Axolotl door

Marble Pietra Grey

Designer white Alucobond

Aluminum Monumentby Dulux

Monument by Dulux

Timeless Grey by Dulux

Aluminum Battens 160mm x 45mm

Driveway Charcoalconcrete

Noura

Stamp



P 8840 9114 F 8677 3921 M 0407 835 007 info@dwellde sign.com.au | www.dwelldesign.com.au 3D Views


ADDRESS:

TITLE:

PROJECT:

CLIENT:

JOB N0:

ADDRESS:

TITLE:

PROJECT:

CLIENT:LB

AMENDMENTS

ADDRESS:

TITLE:

PROJECT:

CLIENT:SCALE:

DRAWING No:

FILE:

DRAWN:

PLOT DATE:

1/09/2021ISSUE

DESIGNED: AB

SCALE 1 : 100


A22/22

2106608

MRS CHEN


A3

1 20 43 5


A


ACCREDITATION6475

Noura

Stamp

COLOUR SCHEME - strathfield.nsw.gov.au

Documents

Transcript of COLOUR SCHEME - strathfield.nsw.gov.au