development application · 2018-12-20 · brick veneer on 90mm mgp10 timber stud partition....

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DEVELOPMENT APPLICATION D-2018/681 APPLICANT: Studiko PROPOSAL: 2 Multiple Dwellings LOCATION: 59 Esplanade, LINDISFARNE RELEVANT PLANNING SCHEME: Clarence Interim Planning Scheme 2015 ADVERTISING EXPIRY DATE: 11 January 2019. In addition to the Application Form(s), Certificate of Title(s) and any associated consent documents the following information is available on request: Nil The relevant plans and documents can be inspected at the Council offices, 38 Bligh Street, Rosny Park, during normal office hours until 11 January 2019. Any person may make representations about the application to the General Manager, by writing to PO Box 96, Rosny Park, 7018 or by electronic mail to [email protected]. Representations must be received by Council on or before 11 January 2019. To enable Council to contact you if necessary, would you please also include a day time contact number in any correspondence you may forward. Any personal information submitted is covered by Council’s privacy policy, available at www.ccc.tas.gov.au or at the Council offices.

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Page 1: DEVELOPMENT APPLICATION · 2018-12-20 · brick veneer on 90mm mgp10 timber stud partition. bradford bradford envirovseal proctor wrap ht-r wall wrap or equivalent, tape , tape and

DEVELOPMENT APPLICATION

D-2018/681

APPLICANT: Studiko

PROPOSAL: 2 Multiple Dwellings

LOCATION: 59 Esplanade, LINDISFARNE

RELEVANT PLANNING SCHEME: Clarence Interim Planning

Scheme 2015

ADVERTISING EXPIRY DATE: 11 January 2019.

In addition to the Application Form(s), Certificate of Title(s) and any associated

consent documents the following information is available on request:

• Nil

The relevant plans and documents can be inspected at the Council offices, 38 Bligh Street, Rosny Park,

during normal office hours until 11 January 2019.

Any person may make representations about the application to the General Manager, by writing to PO

Box 96, Rosny Park, 7018 or by electronic mail to [email protected]. Representations must be

received by Council on or before 11 January 2019.

To enable Council to contact you if necessary, would you please also include a day time contact

number in any correspondence you may forward.

Any personal information submitted is covered by Council’s privacy policy, available at

www.ccc.tas.gov.au or at the Council offices.

Page 2: DEVELOPMENT APPLICATION · 2018-12-20 · brick veneer on 90mm mgp10 timber stud partition. bradford bradford envirovseal proctor wrap ht-r wall wrap or equivalent, tape , tape and

NOTE:1: ALL TIMBER FRAMING TO COMPLY WITH AS1684.2: NEW GLAZING TO COMPLY WITH AS12883: WATERPROOFING AND WET AREAS TO COMPLY WITH AS3740.4: CONFIRM ALL DIMENSIONS ON SITE.5: DO NOT SCALE DRAWINGS.6: REFER ANY DISCREPANCIES TO AUTHOR.

ACC No: CC5753 F

Date:Amendment:No:

Confirm all dimensions on site prior to commencement of any work.All dimensions noted are in millimetres unless stated otherwise.Figured dimensions take preference to scaled dimensions.Services shown on this drawing are based on available and aboveground analysis. Exact location and extent of services to be verifiedon site.Refer to relevant engineers drawings for Structural, Hydraulics andservices details.

architectural design & draftingA00PROPOSED RESIDENCE 1 & 2

Midway Point

MOB: 0407 460 [email protected] 7171

7 Haber Street

KOstudi GENERAL NOTES Martin Arnold, Carolyn Davey &

59 Esplanade, Lindisfarne.

Cover PageScale N.T.S @ A3December 2018

DRAWING SCHEDULE

Architectural DrawingsA00 Cover PageA01 Site PlanA02 Bulk Excavation PlanA03 Dwelling 1 Ground Floor PlanA04 Dwelling 1 First Floor PlanA05 Dwelling 2 Ground Floor PlanA06 Dwelling 2 First Floor PlanA07 Dwelling 1 Elevations 1A08 Dwelling 1 Elevations 2A09 Dwelling 2 Elevations 1A10 Dwelling 2 Elevations 2

Structural DrawingsT.B.A

Electrical DrawingsT.B.A

Hydraulics DrawingsH01 Site Drainage Plan

PROPOSED RESIDENTIAL DWELLINGS 1 & 2 59 Esplanade, Lindisfarne, Tasmania

GENERAL INFORMATION

FOLIO NUMBER: 1VOLUME NUMBER: 168068

FLOOR AREAS:

Land Area = 833m2

Dwelling OneGround Floor = 111.3m2First Floor = 96m2Alfresco/Deck = 22.8m2

Dwelling TwoGround Floor = 119.9m2First Floor = 92.2m2Alfresco/Deck = 17.3m2

TOTAL = 459.5 m2

WIND CLASSIFICATION: N3SOIL CLASSIFICATION: H1CORROSION ENVIRONMENT: Severe(Refer to General Notes 1)

CLIMATE ZONE: 7

BUSHFIRE ATTACK LEVEL (BAL): Low(Residential Zoning, not within 100M of change of Zoning.)

Sarah Honner

Page 3: DEVELOPMENT APPLICATION · 2018-12-20 · brick veneer on 90mm mgp10 timber stud partition. bradford bradford envirovseal proctor wrap ht-r wall wrap or equivalent, tape , tape and

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ACC No: CC5753 F

Date:Amendment:No:

Confirm all dimensions on site prior to commencement of any work.All dimensions noted are in millimetres unless stated otherwise.Figured dimensions take preference to scaled dimensions.Services shown on this drawing are based on available and aboveground analysis. Exact location and extent of services to be verifiedon site.Refer to relevant engineers drawings for Structural, Hydraulics andservices details.

architectural design & draftingA01

Midway Point

MOB: 0407 460 [email protected] 7171

7 Haber Street

KOstudi GENERAL NOTES Site Plan

Scale 1:200 @ A3December 2018

Exist

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Boun

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89m

Existing Boundary 46.42m

LEGEND

north

ESPL

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Existing Boundary 47.93m

Exist

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Boun

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y 17

.61m

PROPOSED DWELLING 1

Existing Drainage Easement 0.6m WIDE

PROPOSED DWELLING 2

P.O.S 24m2 (min)

U2/2

Proposed Driveway

GENERAL INFORMATION

Land Area = 833m2

Built Area = 252m2

Land Usage = 30.25%

Unit 1 Outdoor Area = 133.9m2(incld 24m2 P.O.S)

Unit 2 Outdoor Area = 183.4m2(incld 24m2 P.O.S)

P.O

.S 2

4m2

(min

)

U2/1

U2/3

U1/1

U1/2

U1/3

Sarah Honner59 Esplanade, Lindisfarne.

Martin Arnold, Carolyn Davey &

PROPOSED RESIDENCE 1 & 2

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LINE OF BUILDING ENVELOPE RESTRICTIONS SHOWN DOTTED.
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ABOVE FLOOR LEVEL
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AFL
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RWP
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RAIN WATER PIPE
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GL
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GROUND LEVEL
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FFL
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FINISHED FLOOR LEVEL
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RH
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RANGE HOOD MECHANICAL EXHAUST FAN
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PLY
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PAVERS
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FW
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FLOOR WASTE
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CERAMIC TILES
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CT
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INSULATED PARTITION
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SERVICES LEGEND
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TIMBER
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TIM
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FINISHED LEVEL
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CA
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CARPET
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CONC
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MONOLITHIC CONCRETE
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STUD FRAMED PARTITION
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PBD
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PLASTERBOARD
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D2.01/W2.01
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DOOR/WINDOW CODE
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BH
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BULKHEAD
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MECHANICAL EXHAUST FAN
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HARD WIRED FIRE DETECTOR
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FINISHES
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35.00
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S
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CEILING HEIGHT ABOVE FL
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2990
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SUSPENDED PLASTERBOARD
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PLYWOOD
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SPBD
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PV
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PCONC
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POLISHED CONCRETE
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FIBRE CEMENT
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FC
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GRATED SUMP
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GS
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GRATED PIT
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GP
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BIDET
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BD
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RAIN WATER HEAD
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RWH
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SHOWER
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SHWR
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BSN
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BASIN
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WC
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WATER CLOSET
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RAKING PLASTERBOARD
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RPBD
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STAINLESS STEEL
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EXPANDED POLYSTRENE
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EPS
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SS
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DOUBLE STUD
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DS
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Col.
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COLUMN
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MASONARY WALL
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BH
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BULKHEAD
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1.5M2 (MIN) DEDICATED WASTE STORAGE ZONE PER DWELLING. 1.8M SCREENING AND GATES TO EACH AREA.
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EXISTING TREES AS SHOWN DOTTED TO BE REMOVED U.N.O.
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1.5M2 (MIN) DEDICATED WASTE STORAGE ZONE PER DWELLING. 1.8M SCREENING AND GATES TO EACH AREA.
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BREAK UP AND REMOVE EXISTING CONCRETE KERB AS REQUIRED TO FORM NEW 4500mm CROSS OVER TO COUNCIL SATISFACTION. PROTECT REMAINING KERB.
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LINE OF NEW CONCRETE CROSS OVER TO COUNCIL APPROVAL. PROTECT EXISTING KERBS. PATCH AND REPAIR ALL SURFACES AS AFFECTED BY NEW WORKS.
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ABANDON EXISTING CONCRETE CROSS OVER.
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EXISTING NEIGHBOURING RESIDENCE AS SHOWN HATCHED.
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EXISTING NEIGHBOURING RESIDENCE AS SHOWN HATCHED.
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LINE OF EXISTING 600mm WIDE DRAINAGE EASEMENT AS SHOWN HATCHED.
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PROPOSED DWELLINGS AS SHOWN HATCHED.
Page 4: DEVELOPMENT APPLICATION · 2018-12-20 · brick veneer on 90mm mgp10 timber stud partition. bradford bradford envirovseal proctor wrap ht-r wall wrap or equivalent, tape , tape and

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ACC No: CC5753 F

Date:Amendment:No:

Confirm all dimensions on site prior to commencement of any work.All dimensions noted are in millimetres unless stated otherwise.Figured dimensions take preference to scaled dimensions.Services shown on this drawing are based on available and aboveground analysis. Exact location and extent of services to be verifiedon site.Refer to relevant engineers drawings for Structural, Hydraulics andservices details.

architectural design & draftingA03

Midway Point

MOB: 0407 460 [email protected] 7171

7 Haber Street

KOstudi GENERAL NOTES Bulk Excavations Plan

Scale 1:200 @ A3December 2018north

PROPOSED RESIDENCE 1 & 2

Martin Arnold, Carolyn Davey &

59 Esplanade, Lindisfarne.Sarah Honner

4.804.30

Existing Boundary 46.42m

Existing Boundary 47.93m

Exist

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Boun

dar

y 17

.61m

Exist

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Boun

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17.

89m

ESPL

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E

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OUTLINE OF PROPOSED DWELLING 2.
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TOE OF CUT.
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OUTLINE OF PROPOSED DWELLING 1.
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EXISTING NEIGHBOURING RESIDENCE AS SHOWN HATCHED.
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EXISTING NEIGHBOURING RESIDENCE AS SHOWN HATCHED.
Page 5: DEVELOPMENT APPLICATION · 2018-12-20 · brick veneer on 90mm mgp10 timber stud partition. bradford bradford envirovseal proctor wrap ht-r wall wrap or equivalent, tape , tape and

ACC No: CC5753 F

Date:Amendment:No:

Confirm all dimensions on site prior to commencement of any work.All dimensions noted are in millimetres unless stated otherwise.Figured dimensions take preference to scaled dimensions.Services shown on this drawing are based on available and aboveground analysis. Exact location and extent of services to be verifiedon site.Refer to relevant engineers drawings for Structural, Hydraulics andservices details.

architectural design & draftingA03

Midway Point

MOB: 0407 460 [email protected] 7171

7 Haber Street

KOstudi GENERAL NOTES Dwelling 1 Ground Floor Plan

Scale 1:100 @ A3December 2018north

ESPL

AN

AD

EEx

istin

g Bo

unda

ry 1

7.89

m

Existing Boundary 46.42m

Existing Boundary 47.93m

Bedroom 2Bath 2

Porch

Bedroom 3WC

Robe

Robe

LIFT

Entry

Garage

Rumpus

Ldry

P.O.S 24m2 (min)

Existing Drainage Easement 0.6m WIDE

U1/1

U1/2

U1/3

PROPOSED RESIDENCE 1 & 2

Martin Arnold, Carolyn Davey &

59 Esplanade, Lindisfarne.Sarah Honner

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CA
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CT
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TIM FFL 4.45
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UP
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CA
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CT
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TIM FFL: 4.50
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CONC
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CONC FFL: 4.45
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LINE OF BUILDING ENVELOPE RESTRICTIONS SHOWN DOTTED.
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FOR CONTINUATION, PLEASE REFER TO A05 & A06.
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BREAK UP AND REMOVE EXISTING CONCRETE KERB AS REQUIRED TO FORM NEW 4500mm CROSS OVER TO COUNCIL SATISFACTION. PROTECT REMAINING KERB.
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LINE OF NEW CONCRETE CROSS OVER TO COUNCIL APPROVAL. PROTECT EXISTING KERBS. PATCH AND REPAIR ALL SURFACES AS AFFECTED BY NEW WORKS.
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ABANDON EXISTING CONCRETE CROSS OVER.
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1.5M2 (MIN) DEDICATED WASTE STORAGE ZONE PER DWELLING. 1.8M SCREENING AND GATES TO EACH AREA.
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NEW ROBE/JOINERY BY OTHERS.
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50mm (MIN) STEP DOWN TO GARAGE.
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*NOTE* ALL WET AREAS MUST BE CONSTRUCTED IN ACCORDANCE WITH BCA 2015 PART 3.8.1 WET AREAS. ATTENTION PARTICULARLY TO ALL SET DOWNS, FLOOR/WALL JUNCTIONS, WINDOWS AND THE INSTALLATION OF WATER STOPS.
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SUB-FLOOR VENTILATION MUST BE PROVIDED TO EXISTING SUB-FLOOR STRUCTURE IF NOT INSTALLED ALREADY, AT A RATE OF NOT LESS THAT 6000m2 PER METER LENGTH OF WALL. THE LOCATION AND INSTALLATION OF SUCH SHALL BE IN ACCORDANCE WITH PART 3.4.1 OF THE NCC16.
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*NOTE* REFER TO OWNER FOR BATHROOM FIXTURES & FITTINGS. BATHROOM TO BE CONSTRUCTED IN ACCORDANCE WITH AS3740.
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INSTALL WATER-STOP BELOW GLAZED SCREEN, CONTINUE OVER INTERNAL WALL IN ACCORDANCE TO AS3740.
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1:80 FALL TO WASTE 1500mm RADIUS FROM SHOWER ROSE IN ACCORDANCE WITH AS3740.
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LANDSCAPE PLAN TO LATER DETAIL.
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D1.01 900
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GATE 900
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LAUNDRY JOINERY TO LATER DETAIL. BY OTHERS.
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ALUMINIUM FRAMED DOUBLE GLAZED WINDOWS. PROVIDE WEATHERSTRIPS TO ALL.
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WM
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TR
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WC
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BATH
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BSN
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SHWR
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MGP10 TIMBER INTERNAL PARTITION WALLS. PBD LINED U.N.O
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D1.02 820
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D1.03 820
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D1.04 5200
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D1.05 820
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D1.06 820
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D1.07 820
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D1.08 820
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D1.09 820
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Col.
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240
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240
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140
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90
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90
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240
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240
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90
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90
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240
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240
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90
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90
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90
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EXISTING TREES AS SHOWN DOTTED TO BE REMOVED U.N.O.
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GLASS BRICK TO OPENING. REFER TO OWNER.
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SINGLE LIFT. REFER TO OWNER.
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EXPOSED AGGREGATE CONCRETE DRIVEWAY AND KERBING TO ENTIRE DRIVEWAY. REFER TO OWNER.
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LINE OF BUILDING ENVELOPE RESTRICTIONS SHOWN DOTTED.
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LINE OF DRIVEWAY EXTENT. EXPOSED AGGREGATE CONCRETE DRIVEWAY AND KERBING TO ENTIRE DRIVEWAY. REFER TO OWNER.
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FEATURE RETAINING WALL BLOCK SYSTEM WITH FENCE TO DRIVEWAY EDGE AS REQUIRED. REFER TO OWNER.
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LINE OF EXISTING 600mm WIDE DRAINAGE EASEMENT AS SHOWN HATCHED.
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LINE OF DRIVEWAY EXTENT. EXPOSED AGGREGATE CONCRETE DRIVEWAY AND KERBING TO ENTIRE DRIVEWAY. REFER TO OWNER.
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W1.02
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W1.03
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W1.05
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W1.06
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BRICK VENEER ON 90mm MGP10 TIMBER STUD PARTITION. BRADFORD BRADFORD ENVIROVSEAL PROCTOR WRAP HT-R WALL WRAP OR EQUIVALENT, TAPE , TAPE AND SEAL ALL JOINTS. R2.5 MIN BULK INSULATION. RENDERED FINISH.
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CUSTOM DOUBLE ROLLER DOOR TO PROPOSED GARAGE. BY OTHERS.
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FALL
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FALL
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FALL
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PROVIDE GRATE DRAIN AND PIT TO DRIVEWAY.
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EX 1800H TIMBER PALING FENCE TO EXISTING SITE SIDE BOUNDARY.
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EX 1800H TIMBER PALING FENCE TO EXISTING SITE SIDE BOUNDARY.
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JARRAH OR EQUIVALENT TIMBER DECKING TO PORCH. STAIN FINISH. REFER TO OWNERS.
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FEATURE STONE VENEER CLAD COLUMN TO ENTRY, CONTINUOUS TO FIRST FLOOR ALFRESCO AREA.
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ALUMINIUM FRAMED FROSTED GLAZED DOOR.
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ALUMINIUM FRAMED FROSTED GLAZED DOOR.
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EXISTING TELSTRA PIT.
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EXISTING SEWAGE MANHOLE
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EX POWER POLE
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1
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2
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3
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4
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5
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6
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7
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CT
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W1.01
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W1.04
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LINE OF DECK OVER.
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STAIRS. TIMBER FINISH. 250mm WIDE TREADS. (115-190mm (MAX) RISER/ 240-355 (MAX) GOING.) .
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40 DIA SS. HANDRAIL TO FULL LENGTH OF STAIRS. FINISH TOP SURFACE AT NOT LESS THE 865mm ABOVE TREADS.
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PROVIDE NON-SLIP STAIR GUARD NOSING IN ACCORDANCE WITH TABLE 3.1.9.3 AS PER AS 4586. REFER TO A16.
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RWP DIA 90
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RWP DIA 90
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RWP DIA 90
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RWP DIA 90
sdelittle
Length Measurement
29.84
Page 6: DEVELOPMENT APPLICATION · 2018-12-20 · brick veneer on 90mm mgp10 timber stud partition. bradford bradford envirovseal proctor wrap ht-r wall wrap or equivalent, tape , tape and

ACC No: CC5753 F

Date:Amendment:No:

Confirm all dimensions on site prior to commencement of any work.All dimensions noted are in millimetres unless stated otherwise.Figured dimensions take preference to scaled dimensions.Services shown on this drawing are based on available and aboveground analysis. Exact location and extent of services to be verifiedon site.Refer to relevant engineers drawings for Structural, Hydraulics andservices details.

architectural design & draftingA04

Midway Point

MOB: 0407 460 [email protected] 7171

7 Haber Street

KOstudi GENERAL NOTES Dwelling 1 First Floor Plan

Scale 1:100 @ A3December 2018north

Bedroom 1

Alfresco Kitchen

LIFT

W.I.R

Powder

Ensuite

Dining

Living

DIS

PLA

YRO

BE

PROPOSED RESIDENCE 1 & 2

Martin Arnold, Carolyn Davey &

59 Esplanade, Lindisfarne.Sarah Honner

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CA
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CT FFL: 7.15
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UP
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CT
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CA
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CT
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CA
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CA
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CA FFL:7.20
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FEATURE STONE VENEER CLAD 1000mm HIGH WALL TO ALFRESCO AS DEMONSTRATED. CONTINUOUS FROM GROUND FLOOR. REFER TO OWNERS.
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BRICK VENEER ON 90mm MGP10 TIMBER STUD PARTITION. BRADFORD ENVIROVSEAL PROCTOR WRAP HT-R WALL WRAP OR EQUIVALENT, TAPE , TAPE AND SEAL ALL JOINTS. R2.5 R2.5 R2.5 MIN BULK INSULATION. RENDERED FINISH.
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W2.02
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W2.01
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SINGLE LIFT. REFER TO OWNER.
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MGP10 TIMBER INTERNAL PARTITION WALLS. PBD LINED U.N.O
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ALUMINIUM FRAMED DOUBLE GLAZED WINDOWS. PROVIDE WEATHERSTRIPS TO ALL.
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1:80 FALL TO WASTE 1500mm RADIUS FROM SHOWER ROSE IN ACCORDANCE WITH AS3740.
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INSTALL WATER-STOP BELOW GLAZED SCREEN, CONTINUE OVER INTERNAL WALL IN ACCORDANCE TO AS3740.
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*NOTE* REFER TO OWNER FOR BATHROOM FIXTURES & FITTINGS. BATHROOM TO BE CONSTRUCTED IN ACCORDANCE WITH AS3740.
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*NOTE* ALL WET AREAS MUST BE CONSTRUCTED IN ACCORDANCE WITH BCA 2015 PART 3.8.1 WET AREAS. ATTENTION PARTICULARLY TO ALL SET DOWNS, FLOOR/WALL JUNCTIONS, WINDOWS AND THE INSTALLATION OF WATER STOPS.
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W2.05
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CARPET ON UNDERLAY UNLESS OTHERWISE NOTED. REFER TO OWNER.
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1000mm GLASS BALUSTRADING TO NEW ALFRESCO TO THIS SECTION ONLY. 80mm (MAX) APPETURES.
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SHWR
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WC
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BSN
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W2.03
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W2.04
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W2.06
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W2.07
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W2.08
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W2.09
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W2.10
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W2.11
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D2.01 1800
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D2.02
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D2.03 820
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D2.04 820
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D2.05 820
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D2.06 820
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WC
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50mm (MIN) STEP DOWN TO ALFRESCO
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50mm (MIN) STEP DOWN TO ALFRESCO
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1000mm HIGH TIMBER PARTITION WALL TO STAIRS. SELECT TIMBER TOP. REFER TO OWNERS.
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W.I.R JOINERY BY OTHERS.
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ALUMINIUM FRAMED OBSCURE DOUBLE GLAZED WINDOWS. PROVIDE WEATHERSTRIPS TO ALL.
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KITCHEN JOINERY TO LATER DETAIL. BY OTHERS.
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OVEN
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PANTRY
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FRIDGE
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SINK
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DW
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CERAMIC TILES TO UNDER COVER ALFRESCO AREA. FALL TO CENTRAL PIT.
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BRICK VENEER ON 90mm MGP10 TIMBER STUD PARTITION. BRADFORD ENVIROVSEAL PROCTOR WRAP HT-R WALL WRAP OR EQUIVALENT, TAPE , TAPE AND SEAL ALL JOINTS. R2.5 R2.5 R2.5 MIN BULK INSULATION. RENDERED FINISH.
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ALUMINUM FRAMED DOUBLE GLAZED STACK SLIDER DOORS.
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LINE OF PROPOSED SKILLION ROOFING OVER, AS SHOWN DASHED.
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240
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240
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90
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240
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90
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90
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90
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240
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240
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240
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240
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90
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90
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240
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240
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90
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240
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240
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90
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16
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15
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14
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13
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12
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11
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10
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9
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8
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BSN
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PIT
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CARPET ON UNDERLAY UNLESS OTHERWISE NOTED. REFER TO OWNER.
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STAIRS. TIMBER FINISH. 250mm WIDE TREADS. (115-190mm (MAX) RISER/ 240-355 (MAX) GOING.) .
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40 DIA SS. HANDRAIL TO FULL LENGTH OF STAIRS. FINISH TOP SURFACE AT NOT LESS THE 865mm ABOVE TREADS.
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PROVIDE NON-SLIP STAIR GUARD NOSING IN ACCORDANCE WITH TABLE 3.1.9.3 AS PER AS 4586. REFER TO A16.
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RWP DIA 90
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RWP DIA 90
AutoCAD SHX Text
RWP DIA 90
AutoCAD SHX Text
RWP DIA 90
Page 7: DEVELOPMENT APPLICATION · 2018-12-20 · brick veneer on 90mm mgp10 timber stud partition. bradford bradford envirovseal proctor wrap ht-r wall wrap or equivalent, tape , tape and

ACC No: CC5753 F

Date:Amendment:No:

Confirm all dimensions on site prior to commencement of any work.All dimensions noted are in millimetres unless stated otherwise.Figured dimensions take preference to scaled dimensions.Services shown on this drawing are based on available and aboveground analysis. Exact location and extent of services to be verifiedon site.Refer to relevant engineers drawings for Structural, Hydraulics andservices details.

architectural design & draftingA05

Midway Point

MOB: 0407 460 [email protected] 7171

7 Haber Street

KOstudi GENERAL NOTES Dwelling 2 Ground Floor Plan

Scale 1:100 @ A3December 2018north

Existing Boundary 46.42m

Existing Boundary 47.93m

Bedroom 3

Bath 2

Porch

Bedroom 4

Ldry

Robe

Entry

Garage

RumpusStore

P.O.S 24m2 (min)

Existing Drainage Easement 0.6m WIDE

Bedroom 2

Robe Robe

WC

P.O.S 24m2 (min)

U2/1

U2/2

U2/3

Hall

Robe

PROPOSED RESIDENCE 1 & 2

Martin Arnold, Carolyn Davey &

59 Esplanade, Lindisfarne.Sarah Honner

AutoCAD SHX Text
CA
AutoCAD SHX Text
CT
AutoCAD SHX Text
TIM FFL: 4.95
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UP
AutoCAD SHX Text
CA
AutoCAD SHX Text
CT
AutoCAD SHX Text
CT
AutoCAD SHX Text
CONC FFL: 4.95
AutoCAD SHX Text
CA
AutoCAD SHX Text
LINE OF BUILDING ENVELOPE RESTRICTIONS SHOWN DOTTED.
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CA
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CT
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FEATURE STONE VENEER CLAD COLUMNS TO ENTRY, CONTINUOUS TO FIRST FLOOR ALFRESCO AREA.
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EX 1800H TIMBER PALING FENCE TO EXISTING SITE SIDE BOUNDARY.
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EX 1800H TIMBER PALING FENCE TO EXISTING SITE SIDE BOUNDARY.
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PROVIDE PIT TO DRIVEWAY.
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CUSTOM DOUBLE ROLLER DOOR TO PROPOSED GARAGE. BY OTHERS.
AutoCAD SHX Text
BRICK VENEER ON 90mm MGP10 TIMBER STUD PARTITION. BRADFORD BRADFORD ENVIROVSEAL PROCTOR WRAP HT-R WALL WRAP OR EQUIVALENT, TAPE AND , TAPE AND SEAL ALL JOINTS. R2.5 MIN R2.5 MIN R2.5 MIN BULK INSULATION. RENDERED FINISH.
AutoCAD SHX Text
LINE OF DRIVEWAY EXTENT. EXPOSED AGGREGATE CONCRETE DRIVEWAY AND KERBING TO ENTIRE DRIVEWAY. REFER TO OWNER.
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LINE OF EXISTING 600mm WIDE DRAINAGE EASEMENT AS SHOWN HATCHED.
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FEATURE RETAINING WALL BLOCK SYSTEM TO DRIVEWAY EDGE AS REQUIRED. REFER TO OWNER.
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EXPOSED AGGREGATE CONCRETE DRIVEWAY AND KERBING TO ENTIRE DRIVEWAY. REFER TO OWNER.
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EXISTING TREES AS SHOWN DOTTED TO BE REMOVED U.N.O.
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MGP10 TIMBER INTERNAL PARTITION WALLS. PBD LINED U.N.O
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SHWR
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BSN
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BATH
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WC
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TR
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WM
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ALUMINIUM FRAMED DOUBLE GLAZED WINDOWS. PROVIDE WEATHERSTRIPS TO ALL.
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D3.01 920
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1:80 FALL TO WASTE 1500mm RADIUS FROM SHOWER ROSE IN ACCORDANCE WITH AS3740.
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INSTALL WATER-STOP BELOW GLAZED SCREEN, CONTINUE OVER INTERNAL WALL IN ACCORDANCE TO AS3740.
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*NOTE* REFER TO OWNER FOR BATHROOM FIXTURES & FITTINGS. BATHROOM TO BE CONSTRUCTED IN ACCORDANCE WITH AS3740.
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SUB-FLOOR VENTILATION MUST BE PROVIDED TO EXISTING SUB-FLOOR STRUCTURE IF NOT INSTALLED ALREADY, AT A RATE OF NOT LESS THAT 6000m2 PER METER LENGTH OF WALL. THE LOCATION AND INSTALLATION OF SUCH SHALL BE IN ACCORDANCE WITH PART 3.4.1 OF THE BCA 2015.
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*NOTE* ALL WET AREAS MUST BE CONSTRUCTED IN ACCORDANCE WITH BCA 2015 PART 3.8.1 WET AREAS. ATTENTION PARTICULARLY TO ALL SET DOWNS, FLOOR/WALL JUNCTIONS, WINDOWS AND THE INSTALLATION OF WATER STOPS.
AutoCAD SHX Text
*NOTE* STAIRS. TIMBER FINISH. 250mm WIDE TREADS. (115-190mm (MAX) RISER/ 240-355 (MAX) GOING.) .
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40 DIA SS. HANDRAIL TO FULL LENGTH OF STAIRS. FINISH TOP SURFACE AT NOT LESS THE 865mm ABOVE TREADS.
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PROVIDE NON-SLIP STAIR GUARD NOSING TO EACH TREAD.
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50mm (MIN) STEP DOWN TO GARAGE.
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NEW ROBE/JOINERY BY OTHERS.
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1.5M2 (MIN) DEDICATED WASTE STORAGE ZONE PER DWELLING. 1.8M SCREENING AND GATES TO EACH AREA.
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FOR CONTINUATION, PLEASE REFER TO A03 & A04.
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LINE OF BUILDING ENVELOPE RESTRICTIONS SHOWN DOTTED.
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240
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90
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240
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90
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240
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90
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240
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90
AutoCAD SHX Text
90
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90
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140
AutoCAD SHX Text
90
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240
AutoCAD SHX Text
90
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240
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240
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90
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240
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90
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LANDSCAPE PLAN TO LATER DETAIL.
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FALL
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FALL
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FALL
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W3.02
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W3.03
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W3.04
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W3.05
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W3.06
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D3.02 3138
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D3.03 5200
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D3.04 820
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D3.05 820
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D3.06 820
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D3.08 820
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D3.09 820
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D3.10 820
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D3.11 820
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JARRAH OR EQUIVALENT TIMBER DECKING TO PORCH. STAIN FINISH. REFER TO OWNERS.
AutoCAD SHX Text
FIBRE CEMENT SHEET CLADDING TO ENTRY PORCH ON 90mm MGP10 TIMBER STUD PARTITION. BRADFORD BRADFORD ENVIROVSEAL PROCTOR WRAP HT-R WALL WRAP OR EQUIVALENT, TAPE AND , TAPE AND SEAL ALL JOINTS. R2.5 MIN R2.5 MIN R2.5 MIN BULK INSULATION. RENDERED FINISH TO MATCH.
AutoCAD SHX Text
CA FFL: 5.00 5.00
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1
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2
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3
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4
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5
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6
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7
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8
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ALUMINIUM FRAMED DOUBLE GLAZED WINDOWS TO WET AREAS. PROVIDE WEATHERSTRIPS TO ALL.
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ALUMINUM FRAMED DOUBLE GLAZED STACK SLIDER DOORS.
AutoCAD SHX Text
50mm (MIN) STEP DOWN.
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NEW ROBE/JOINERY BY OTHERS.
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OUTLINE OF BUILDING OVER AS SHOWN DASHED.
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OUTLINE OF BUILDING OVER AS SHOWN DASHED.
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CARPET ON UNDERLAY UNLESS OTHERWISE NOTED. REFER TO OWNER.
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W3.01
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90
AutoCAD SHX Text
D3.07 820
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RWP DIA 90
AutoCAD SHX Text
RWP DIA 90
AutoCAD SHX Text
RWP DIA 90
AutoCAD SHX Text
RWP DIA 90
AutoCAD SHX Text
RWP DIA 90
Page 8: DEVELOPMENT APPLICATION · 2018-12-20 · brick veneer on 90mm mgp10 timber stud partition. bradford bradford envirovseal proctor wrap ht-r wall wrap or equivalent, tape , tape and

ACC No: CC5753 F

Date:Amendment:No:

Confirm all dimensions on site prior to commencement of any work.All dimensions noted are in millimetres unless stated otherwise.Figured dimensions take preference to scaled dimensions.Services shown on this drawing are based on available and aboveground analysis. Exact location and extent of services to be verifiedon site.Refer to relevant engineers drawings for Structural, Hydraulics andservices details.

architectural design & draftingA06

Midway Point

MOB: 0407 460 [email protected] 7171

7 Haber Street

KOstudi GENERAL NOTES Dwelling 2 First Floor Plan

Scale 1:100 @ A3December 2018north

Bedroom 1

Alfresco

Kitchen

W.I.R

Pantry

Powder

Ensuite

Dining

Living

PROPOSED RESIDENCE 1 & 2

Martin Arnold, Carolyn Davey &

59 Esplanade, Lindisfarne.Sarah Honner

AutoCAD SHX Text
CA
AutoCAD SHX Text
CT FFL 7.65
AutoCAD SHX Text
UP
AutoCAD SHX Text
CT
AutoCAD SHX Text
CA
AutoCAD SHX Text
CT
AutoCAD SHX Text
CT
AutoCAD SHX Text
CT
AutoCAD SHX Text
CT FFL: 7.70
AutoCAD SHX Text
CA
AutoCAD SHX Text
16
AutoCAD SHX Text
15
AutoCAD SHX Text
14
AutoCAD SHX Text
13
AutoCAD SHX Text
12
AutoCAD SHX Text
11
AutoCAD SHX Text
10
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ALUMINUM FRAMED DOUBLE GLAZED STACK SLIDER DOORS.
AutoCAD SHX Text
CERAMIC TILES TO UNDER COVER ALFRESCO AREA. FALL TO CENTRAL PIT.
AutoCAD SHX Text
DW
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SINK
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FRIDGE
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OVEN
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KITCHEN AND PANTRY JOINERY TO LATER DETAIL. BY OTHERS.
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ALUMINIUM FRAMED DOUBLE GLAZED WINDOWS. PROVIDE WEATHERSTRIPS TO ALL.
AutoCAD SHX Text
50mm (MIN) STEP DOWN TO ALFRESCO
AutoCAD SHX Text
WC
AutoCAD SHX Text
W4.03
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BSN
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WC
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SHWR
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1000mm GLASS BALUSTRADING TO NEW ALFRESCO TO THIS SECTION ONLY. 80mm (MAX) APPETURES.
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CARPET ON UNDERLAY UNLESS OTHERWISE NOTED. REFER TO OWNER.
AutoCAD SHX Text
ALUMINIUM FRAMED DOUBLE GLAZED WINDOWS. PROVIDE WEATHERSTRIPS TO ALL.
AutoCAD SHX Text
MGP10 TIMBER INTERNAL PARTITION WALLS. PBD LINED U.N.O
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140
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90
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90
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140
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140
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90
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90
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140
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140
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140
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140
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140
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90
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90
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90
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90
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140
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140
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140
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BSN
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W.I.R JOINERY BY OTHERS.
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1000mm HIGH TIMBER PARTITION WALL TO STAIRS. SELECT TIMBER TOP. REFER TO OWNERS.
AutoCAD SHX Text
W4.01
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W4.02
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D4.02 2110
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W4.04
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W4.05
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W4.06
AutoCAD SHX Text
W4.07
AutoCAD SHX Text
W4.08
AutoCAD SHX Text
W4.09
AutoCAD SHX Text
COLORBOND CUSTOM ORB ROOFING. 5 DEGREE FALL TO GUTTER. INSTALL AS PER MANUFACTURERS SPECIFICATIONS. BRADFORD ENVIROSEAL PROCTOR WRAP HIGH TENSILE ROOF UNDERLAY FIXED TO ROOF BATTENS.
AutoCAD SHX Text
COLORBOND D MOULD GUTTERING. FALL TO RWP.
AutoCAD SHX Text
RWP DIA 90
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OUTLINE OF BUILDING BELOW AS SHOWN DASHED.
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50mm (MIN) STEP DOWN TO ALFRESCO
AutoCAD SHX Text
D4.06 2100
AutoCAD SHX Text
D4.03 820
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D4.04 820
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D4.05 2100
AutoCAD SHX Text
ALUMINUM FRAMED DOUBLE GLAZED STACK SLIDER DOORS.
AutoCAD SHX Text
*NOTE* STAIRS. TIMBER FINISH. 250mm WIDE TREADS. (115-190mm (MAX) RISER/ 240-355 (MAX) GOING.) .
AutoCAD SHX Text
40 DIA SS. HANDRAIL TO FULL LENGTH OF STAIRS. FINISH TOP SURFACE AT NOT LESS THE 865mm ABOVE TREADS.
AutoCAD SHX Text
PROVIDE NON-SLIP STAIR GUARD NOSING TO EACH TREAD.
AutoCAD SHX Text
*NOTE* ALL WET AREAS MUST BE CONSTRUCTED IN ACCORDANCE WITH BCA 2015 PART 3.8.1 WET AREAS. ATTENTION PARTICULARLY TO ALL SET DOWNS, FLOOR/WALL JUNCTIONS, WINDOWS AND THE INSTALLATION OF WATER STOPS.
AutoCAD SHX Text
INSTALL WATER-STOP BELOW GLAZED SCREEN, CONTINUE OVER INTERNAL WALL IN ACCORDANCE TO AS3740.
AutoCAD SHX Text
1:80 FALL TO WASTE 1500mm RADIUS FROM SHOWER ROSE IN ACCORDANCE WITH AS3740.
AutoCAD SHX Text
*NOTE* REFER TO OWNER FOR BATHROOM FIXTURES & FITTINGS. BATHROOM TO BE CONSTRUCTED IN ACCORDANCE WITH AS3740.
AutoCAD SHX Text
FIBRE CEMENT SHEET CLADDING TO ENTRY PORCH ON 90mm MGP10 TIMBER STUD PARTITION. BRADFORD BRADFORD ENVIROVSEAL PROCTOR WRAP HT-R WALL WRAP OR EQUIVALENT, TAPE AND , TAPE AND SEAL ALL JOINTS. R2.5 MIN R2.5 MIN R2.5 MIN BULK INSULATION. RENDERED FINISH TO MATCH.
AutoCAD SHX Text
FIBRE CEMENT SHEET CLADDING TO ENTRY PORCH ON 90mm MGP10 TIMBER STUD PARTITION. BRADFORD BRADFORD ENVIROVSEAL PROCTOR WRAP HT-R WALL WRAP OR EQUIVALENT, TAPE AND , TAPE AND SEAL ALL JOINTS. R2.5 MIN R2.5 MIN R2.5 MIN BULK INSULATION. RENDERED FINISH TO MATCH.
AutoCAD SHX Text
140
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D4.01 3138
AutoCAD SHX Text
RWP DIA 90
AutoCAD SHX Text
RWP DIA 90
AutoCAD SHX Text
RWP DIA 90
AutoCAD SHX Text
RWP DIA 90
Page 9: DEVELOPMENT APPLICATION · 2018-12-20 · brick veneer on 90mm mgp10 timber stud partition. bradford bradford envirovseal proctor wrap ht-r wall wrap or equivalent, tape , tape and

ACC No: CC5753 F

Date:Amendment:No:

Confirm all dimensions on site prior to commencement of any work.All dimensions noted are in millimetres unless stated otherwise.Figured dimensions take preference to scaled dimensions.Services shown on this drawing are based on available and aboveground analysis. Exact location and extent of services to be verifiedon site.Refer to relevant engineers drawings for Structural, Hydraulics andservices details.

architectural design & draftingA07

Midway Point

MOB: 0407 460 [email protected] 7171

7 Haber Street

KOstudi GENERAL NOTES Dwelling 1 Elevations 1

Scale 1:100 @ A3December 2018

PROPOSED RESIDENCE 1 & 2

Martin Arnold, Carolyn Davey &

59 Esplanade, Lindisfarne.Sarah Honner

North West Elevation (Street view)

South West Elevation

AutoCAD SHX Text
FFL 4.50
AutoCAD SHX Text
ALUMINUM FRAMED DOUBLE GLAZED STACK SLIDER DOORS.
AutoCAD SHX Text
W2.01
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W2.02
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W2.03
AutoCAD SHX Text
W2.04
AutoCAD SHX Text
D2.02
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Col.
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FC EXTERNAL CLADDING SYSTEM OR EQUIVALENT TO 90 X 45 TIMBER TO 90 X 45 TIMBER 90 X 45 TIMBER 90 X 45 TIMBER FRAME. BRADFORD . INSTALL AS PER . BRADFORD . INSTALL AS PER BRADFORD . INSTALL AS PER MANUFACTURES SPECS. REFER TO REFER TO OWNER FOR CONFIRMATION.
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LINE OF PD4 3D BUILDING ENVELOPE RESTRICTIONS REQUIREMENTS AS SHOWN DOTTED.
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FFL 5.00
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FFL 7.20
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FFL 7.70
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FFL 7.70
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FFL 7.20
AutoCAD SHX Text
FFL 5.00
AutoCAD SHX Text
FFL 4.50
AutoCAD SHX Text
RWP DIA 90
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RWP DIA 90
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RWP DIA 90
AutoCAD SHX Text
RWP DIA 90
AutoCAD SHX Text
D1.01
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D1.04
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W2.11
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W2.10
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W1.06
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W1.05
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GLASS BRICK TO OPENING. REFER TO OWNER.
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COLORBOND CUSTOM ORB ROOFING. 10 DEGREE FALL TO GUTTER. INSTALL AS PER MANUFACTURERS SPECIFICATIONS. BRADFORD ENVIROSEAL PROCTOR WRAP HIGH TENSILE ROOF UNDERLAY FIXED TO ROOF BATTENS.
AutoCAD SHX Text
COLORBOND CUSTOM ORB ROOFING. 5 DEGREE FALL TO GUTTER. INSTALL AS PER MANUFACTURERS SPECIFICATIONS. BRADFORD ENVIROSEAL PROCTOR WRAP HIGH TENSILE ROOF UNDERLAY FIXED TO ROOF BATTENS.
AutoCAD SHX Text
CUSTOM DOUBLE ROLLER DOOR TO PROPOSED GARAGE. BY OTHERS.
AutoCAD SHX Text
FEATURE STONE VENEER CLAD COLUMN TO ENTRY, CONTINUOUS TO FIRST FLOOR ALFRESCO AREA.
AutoCAD SHX Text
FEATURE STONE VENEER CLAD BALUSTRADING TO FIRST FLOOR ALFRESCO AREA. 1000mm AFL.
AutoCAD SHX Text
BRICK VENEER ON 90mm MGP10 TIMBER STUD PARTITION. BRADFORD BRADFORD ENVIROVSEAL PROCTOR WRAP HT-R WALL WRAP OR EQUIVALENT, TAPE , TAPE AND SEAL ALL JOINTS. R2.5 MIN BULK R2.5 MIN BULK R2.5 MIN BULK INSULATION. RENDERED FINISH.
AutoCAD SHX Text
BRICK VENEER ON 90mm MGP10 TIMBER STUD PARTITION. BRADFORD BRADFORD ENVIROVSEAL PROCTOR WRAP HT-R WALL WRAP OR EQUIVALENT, TAPE , TAPE AND SEAL ALL JOINTS. R2.5 MIN BULK R2.5 MIN BULK R2.5 MIN BULK INSULATION. RENDERED FINISH.
AutoCAD SHX Text
COLORBOND CUSTOM ORB ROOFING. 5 DEGREE FALL TO GUTTER. INSTALL AS PER MANUFACTURERS SPECIFICATIONS. BRADFORD ENVIROSEAL PROCTOR WRAP HIGH TENSILE ROOF UNDERLAY FIXED TO ROOF BATTENS.
AutoCAD SHX Text
FEATURE STONE VENEER CLAD COLUMN TO ENTRY, CONTINUOUS TO FIRST FLOOR ALFRESCO AREA.
AutoCAD SHX Text
COLORBOND CUSTOM ORB ROOFING. 10 DEGREE FALL TO GUTTER. INSTALL AS PER MANUFACTURERS SPECIFICATIONS. BRADFORD ENVIROSEAL PROCTOR WRAP HIGH TENSILE ROOF UNDERLAY FIXED TO ROOF BATTENS.
AutoCAD SHX Text
LINE OF PD4 3D BUILDING ENVELOPE RESTRICTIONS REQUIREMENTS AS SHOWN DOTTED.
AutoCAD SHX Text
ALUMINIUM FRAMED OBSCURE DOUBLE GLAZED WINDOWS. PROVIDE WEATHERSTRIPS TO ALL.
AutoCAD SHX Text
ALUMINIUM FRAMED DOUBLE GLAZED WINDOWS. PROVIDE WEATHERSTRIPS TO ALL.
AutoCAD SHX Text
Col.
AutoCAD SHX Text
Col.
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RWP DIA 90
AutoCAD SHX Text
D4.02
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FC EXTERNAL CLADDING SYSTEM OR EQUIVALENT TO 90 X 45 TIMBER TO 90 X 45 TIMBER 90 X 45 TIMBER 90 X 45 TIMBER FRAME. BRADFORD . INSTALL AS PER . BRADFORD . INSTALL AS PER BRADFORD . INSTALL AS PER MANUFACTURES SPECS. REFER TO REFER TO OWNER FOR CONFIRMATION.
AutoCAD SHX Text
LINE OF EX BOUNDARY FENCE.
AutoCAD SHX Text
LINE OF EX BOUNDARY FENCE.
Page 10: DEVELOPMENT APPLICATION · 2018-12-20 · brick veneer on 90mm mgp10 timber stud partition. bradford bradford envirovseal proctor wrap ht-r wall wrap or equivalent, tape , tape and

ACC No: CC5753 F

Date:Amendment:No:

Confirm all dimensions on site prior to commencement of any work.All dimensions noted are in millimetres unless stated otherwise.Figured dimensions take preference to scaled dimensions.Services shown on this drawing are based on available and aboveground analysis. Exact location and extent of services to be verifiedon site.Refer to relevant engineers drawings for Structural, Hydraulics andservices details.

architectural design & draftingA08

Midway Point

MOB: 0407 460 [email protected] 7171

7 Haber Street

KOstudi GENERAL NOTES Dwelling 1 Elevations 2

Scale 1:100 @ A3December 2018

PROPOSED RESIDENCE 1 & 2

Martin Arnold, Carolyn Davey &

59 Esplanade, Lindisfarne.Sarah Honner

North East Elevation

South East Elevation

AutoCAD SHX Text
FFL 4.50
AutoCAD SHX Text
FFL 5.00
AutoCAD SHX Text
FFL 7.20
AutoCAD SHX Text
FFL 7.70
AutoCAD SHX Text
FFL 4.50
AutoCAD SHX Text
FFL 5.00
AutoCAD SHX Text
FFL 7.20
AutoCAD SHX Text
FFL 7.70
AutoCAD SHX Text
RWP DIA 90
AutoCAD SHX Text
RWP DIA 90
AutoCAD SHX Text
RWP DIA 90
AutoCAD SHX Text
RWP DIA 90
AutoCAD SHX Text
RWP DIA 90
AutoCAD SHX Text
ALUMINIUM FRAMED DOUBLE GLAZED WINDOWS. PROVIDE WEATHERSTRIPS TO ALL.
AutoCAD SHX Text
BRICK VENEER ON 90mm MGP10 TIMBER STUD PARTITION. BRADFORD BRADFORD ENVIROVSEAL PROCTOR WRAP HT-R WALL WRAP OR EQUIVALENT, TAPE , TAPE AND SEAL ALL JOINTS. R2.5 MIN BULK R2.5 MIN BULK R2.5 MIN BULK INSULATION. RENDERED FINISH.
AutoCAD SHX Text
COLORBOND CUSTOM ORB ROOFING. 5 DEGREE FALL TO GUTTER. INSTALL AS PER MANUFACTURERS SPECIFICATIONS. BRADFORD ENVIROSEAL PROCTOR WRAP HIGH TENSILE ROOF UNDERLAY FIXED TO ROOF BATTENS.
AutoCAD SHX Text
COLORBOND CUSTOM ORB ROOFING. 10 DEGREE FALL TO GUTTER. INSTALL AS PER MANUFACTURERS SPECIFICATIONS. BRADFORD ENVIROSEAL PROCTOR WRAP HIGH TENSILE ROOF UNDERLAY FIXED TO ROOF BATTENS.
AutoCAD SHX Text
Col.
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D1.03
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D1.02
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W2.08
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W2.09
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LINE OF PD4 3D BUILDING ENVELOPE RESTRICTIONS REQUIREMENTS AS SHOWN DOTTED.
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LINE OF PD4 3D BUILDING ENVELOPE RESTRICTIONS REQUIREMENTS AS SHOWN DOTTED.
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COLORBOND CUSTOM ORB ROOFING. 10 DEGREE FALL TO GUTTER. INSTALL AS PER MANUFACTURERS SPECIFICATIONS. BRADFORD ENVIROSEAL PROCTOR WRAP HIGH TENSILE ROOF UNDERLAY FIXED TO ROOF BATTENS.
AutoCAD SHX Text
BRICK VENEER ON 90mm MGP10 TIMBER STUD PARTITION. BRADFORD BRADFORD ENVIROVSEAL PROCTOR WRAP HT-R WALL WRAP OR EQUIVALENT, TAPE , TAPE AND SEAL ALL JOINTS. R2.5 MIN BULK R2.5 MIN BULK R2.5 MIN BULK INSULATION. RENDERED FINISH.
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FEATURE STONE VENEER CLAD BALUSTRADING TO FIRST FLOOR ALFRESCO AREA. 1000mm AFL.
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W1.02
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W1.01
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W1.03
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W1.04
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W2.05
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W2.06
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W2.07
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D2.01
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Col.
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RWP DIA 90
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W3.01
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W4.03
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COLORBOND CUSTOM ORB ROOFING. 7 DEGREE FALL TO GUTTER. INSTALL AS PER MANUFACTURERS SPECIFICATIONS. BRADFORD ENVIROSEAL PROCTOR WRAP HIGH TENSILE ROOF UNDERLAY FIXED TO ROOF BATTENS.
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FEATURE STONE VENEER CLAD COLUMN TO ENTRY, CONTINUOUS TO FIRST FLOOR ALFRESCO AREA.
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LINE OF NATURAL GROUND LEVEL AS SHOWN DASHED.
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CONTROLLED FILL AS REQUIRED TO FORM PARKING/TURNING. RETAIN SOIL AS PER ENGINEERS DOCUMENTATION. FALL AWAY FROM HOUSE.
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LINE OF EX BOUNDARY FENCE.
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LINE OF EX BOUNDARY FENCE.
Page 11: DEVELOPMENT APPLICATION · 2018-12-20 · brick veneer on 90mm mgp10 timber stud partition. bradford bradford envirovseal proctor wrap ht-r wall wrap or equivalent, tape , tape and

ACC No: CC5753 F

Date:Amendment:No:

Confirm all dimensions on site prior to commencement of any work.All dimensions noted are in millimetres unless stated otherwise.Figured dimensions take preference to scaled dimensions.Services shown on this drawing are based on available and aboveground analysis. Exact location and extent of services to be verifiedon site.Refer to relevant engineers drawings for Structural, Hydraulics andservices details.

architectural design & draftingA09

Midway Point

MOB: 0407 460 [email protected] 7171

7 Haber Street

KOstudi GENERAL NOTES Dwelling 2 Elevations 1

Scale 1:100 @ A3December 2018

PROPOSED RESIDENCE 1 & 2

Martin Arnold, Carolyn Davey &

59 Esplanade, Lindisfarne.Sarah Honner

South West Elevation

North West Elevation (Street view)

AutoCAD SHX Text
FIBRE CEMENT SHEET CLADDING TO UPPER LEVEL ON 90mm MGP10 TIMBER STUD PARTITION. BRADFORD BRADFORD ENVIROVSEAL PROCTOR WRAP HT-R WALL WRAP OR EQUIVALENT, TAPE AND , TAPE AND SEAL ALL JOINTS. R2.5 MIN R2.5 MIN R2.5 MIN BULK INSULATION. RENDERED FINISH TO MATCH.
AutoCAD SHX Text
FFL 4.50
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FFL 5.00
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FFL 7.20
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FFL 7.70
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FFL 5.00
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FFL 7.70
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RWP DIA 90
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RWP DIA 90
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RWP DIA 90
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LINE OF NATURAL GROUND LEVEL AS SHOWN DASHED.
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BRICK VENEER ON 90mm MGP10 TIMBER STUD PARTITION. BRADFORD BRADFORD ENVIROVSEAL PROCTOR WRAP HT-R WALL WRAP OR EQUIVALENT, TAPE , TAPE AND SEAL ALL JOINTS. R2.5 MIN BULK R2.5 MIN BULK R2.5 MIN BULK INSULATION. RENDERED FINISH.
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LINE OF PD4 3D BUILDING ENVELOPE RESTRICTIONS REQUIREMENTS AS SHOWN DOTTED.
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Col.
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COLORBOND CUSTOM ORB ROOFING. 7 DEGREE FALL TO GUTTER. INSTALL AS PER MANUFACTURERS SPECIFICATIONS. BRADFORD ENVIROSEAL PROCTOR WRAP HIGH TENSILE ROOF UNDERLAY FIXED TO ROOF BATTENS.
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LINE OF PD4 3D BUILDING ENVELOPE RESTRICTIONS REQUIREMENTS AS SHOWN DOTTED.
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CUSTOM DOUBLE ROLLER DOOR TO PROPOSED GARAGE. BY OTHERS.
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FEATURE STONE VENEER CLAD COLUMN TO ENTRY, CONTINUOUS TO FIRST FLOOR ALFRESCO AREA.
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LINE OF EX BOUNDARY FENCE.
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LINE OF EX BOUNDARY FENCE.
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FEATURE RETAINING WALL BLOCK SYSTEM TO BACK YARD AS REQUIRED. REFER TO OWNER.
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LINE OF EX BOUNDARY FENCE.
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D3.03
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D3.01
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FC EXTERNAL CLADDING SYSTEM OR EQUIVALENT TO 90 X 45 TIMBER TO 90 X 45 TIMBER 90 X 45 TIMBER 90 X 45 TIMBER FRAME. BRADFORD . INSTALL AS PER . BRADFORD . INSTALL AS PER BRADFORD . INSTALL AS PER MANUFACTURES SPECS. REFER TO REFER TO OWNER FOR CONFIRMATION.
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W3.06
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W3.05
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ALUMINIUM FRAMED DOUBLE GLAZED WINDOWS TO WET AREAS. PROVIDE WEATHERSTRIPS TO ALL.
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W4.01
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D4.01
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D4.02
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W4.02
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D4.02
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Col.
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Col.
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RWP DIA 90
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RWP DIA 90
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RWP DIA 90
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FC EXTERNAL CLADDING SYSTEM OR EQUIVALENT TO 90 X 45 TIMBER TO 90 X 45 TIMBER 90 X 45 TIMBER 90 X 45 TIMBER FRAME. BRADFORD . INSTALL AS PER . BRADFORD . INSTALL AS PER BRADFORD . INSTALL AS PER MANUFACTURES SPECS. REFER TO REFER TO OWNER FOR CONFIRMATION.
AutoCAD SHX Text
FEATURE STONE VENEER CLAD COLUMN TO ENTRY, CONTINUOUS TO FIRST FLOOR ALFRESCO AREA.
AutoCAD SHX Text
COLORBOND CUSTOM ORB ROOFING. 7 DEGREE FALL TO GUTTER. INSTALL AS PER MANUFACTURERS SPECIFICATIONS. BRADFORD ENVIROSEAL PROCTOR WRAP HIGH TENSILE ROOF UNDERLAY FIXED TO ROOF BATTENS.
AutoCAD SHX Text
FIBRE CEMENT SHEET CLADDING TO UPPER LEVEL ON 90mm MGP10 TIMBER STUD PARTITION. BRADFORD BRADFORD ENVIROVSEAL PROCTOR WRAP HT-R WALL WRAP OR EQUIVALENT, TAPE AND , TAPE AND SEAL ALL JOINTS. R2.5 MIN R2.5 MIN R2.5 MIN BULK INSULATION. RENDERED FINISH TO MATCH.
Page 12: DEVELOPMENT APPLICATION · 2018-12-20 · brick veneer on 90mm mgp10 timber stud partition. bradford bradford envirovseal proctor wrap ht-r wall wrap or equivalent, tape , tape and

ACC No: CC5753 F

Date:Amendment:No:

Confirm all dimensions on site prior to commencement of any work.All dimensions noted are in millimetres unless stated otherwise.Figured dimensions take preference to scaled dimensions.Services shown on this drawing are based on available and aboveground analysis. Exact location and extent of services to be verifiedon site.Refer to relevant engineers drawings for Structural, Hydraulics andservices details.

architectural design & draftingA10

Midway Point

MOB: 0407 460 [email protected] 7171

7 Haber Street

KOstudi GENERAL NOTES Dwelling 2 Elevations 2

Scale 1:100 @ A3December 2018

PROPOSED RESIDENCE 1 & 2

Martin Arnold, Carolyn Davey &

59 Esplanade, Lindisfarne.Sarah Honner

South East Elevation

North East Elevation

AutoCAD SHX Text
ALUMINUM FRAMED DOUBLE GLAZED STACK SLIDER DOORS.
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FFL 4.50
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FFL 5.00
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FFL 7.20
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FFL 7.70
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FFL 5.00
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FFL 7.70
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RWP DIA 90
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RWP DIA 90
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RWP DIA 90
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RWP DIA 90
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RWP DIA 90
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RWP DIA 90
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FEATURE STONE VENEER CLAD COLUMN TO ENTRY, CONTINUOUS TO FIRST FLOOR ALFRESCO AREA.
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FC EXTERNAL CLADDING SYSTEM OR EQUIVALENT TO 90 X 45 TIMBER TO 90 X 45 TIMBER 90 X 45 TIMBER 90 X 45 TIMBER FRAME. BRADFORD . INSTALL AS PER . BRADFORD . INSTALL AS PER BRADFORD . INSTALL AS PER MANUFACTURES SPECS. REFER TO REFER TO OWNER FOR CONFIRMATION.
AutoCAD SHX Text
FEATURE RETAINING WALL BLOCK SYSTEM TO BACK YARD AS REQUIRED. REFER TO OWNER.
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ALUMINIUM FRAMED DOUBLE GLAZED WINDOWS. PROVIDE WEATHERSTRIPS TO ALL.
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COLORBOND CUSTOM ORB ROOFING. 7 DEGREE FALL TO GUTTER. INSTALL AS PER MANUFACTURERS SPECIFICATIONS. BRADFORD ENVIROSEAL PROCTOR WRAP HIGH TENSILE ROOF UNDERLAY FIXED TO ROOF BATTENS.
AutoCAD SHX Text
Col.
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LINE OF PD4 3D BUILDING ENVELOPE RESTRICTIONS REQUIREMENTS AS SHOWN DOTTED.
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BRICK VENEER ON 90mm MGP10 TIMBER STUD PARTITION. BRADFORD BRADFORD ENVIROVSEAL PROCTOR WRAP HT-R WALL WRAP OR EQUIVALENT, TAPE , TAPE AND SEAL ALL JOINTS. R2.5 MIN BULK R2.5 MIN BULK R2.5 MIN BULK INSULATION. RENDERED FINISH.
AutoCAD SHX Text
CONTROLLED FILL AS REQUIRED TO FORM PARKING/TURNING. RETAIN SOIL AS PER ENGINEERS DOCUMENTATION. FALL AWAY FROM HOUSE.
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FIBRE CEMENT SHEET CLADDING TO UPPER LEVEL ON 90mm MGP10 TIMBER STUD PARTITION. BRADFORD BRADFORD ENVIROVSEAL PROCTOR WRAP HT-R WALL WRAP OR EQUIVALENT, TAPE AND , TAPE AND SEAL ALL JOINTS. R2.5 MIN R2.5 MIN R2.5 MIN BULK INSULATION. RENDERED FINISH TO MATCH.
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W2.07
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W1.04
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ALUMINIUM FRAMED DOUBLE GLAZED WINDOWS. PROVIDE WEATHERSTRIPS TO ALL.
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LINE OF NATURAL GROUND LEVEL AS SHOWN DASHED.
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W4.07
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W4.08
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W4.09
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W3.04
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D3.02
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W4.03
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W4.04
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W4.05
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W4.06
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W3.01
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W3.02
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W3.03
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FEATURE RETAINING WALL BLOCK SYSTEM TO BACK YARD AS REQUIRED. REFER TO OWNER.
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LINE OF NATURAL GROUND LEVEL AS SHOWN DASHED.
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LINE OF NATURAL GROUND LEVEL AS SHOWN DASHED.
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LINE OF PD4 3D BUILDING ENVELOPE RESTRICTIONS REQUIREMENTS AS SHOWN DOTTED.
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ALUMINIUM FRAMED DOUBLE GLAZED WINDOWS. PROVIDE WEATHERSTRIPS TO ALL.
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COLORBOND CUSTOM ORB ROOFING. 7 DEGREE FALL TO GUTTER. INSTALL AS PER MANUFACTURERS SPECIFICATIONS. BRADFORD ENVIROSEAL PROCTOR WRAP HIGH TENSILE ROOF UNDERLAY FIXED TO ROOF BATTENS.
Page 13: DEVELOPMENT APPLICATION · 2018-12-20 · brick veneer on 90mm mgp10 timber stud partition. bradford bradford envirovseal proctor wrap ht-r wall wrap or equivalent, tape , tape and

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ACC No: CC5753 F

Date:Amendment:No:

Confirm all dimensions on site prior to commencement of any work.All dimensions noted are in millimetres unless stated otherwise.Figured dimensions take preference to scaled dimensions.Services shown on this drawing are based on available and aboveground analysis. Exact location and extent of services to be verifiedon site.Refer to relevant engineers drawings for Structural, Hydraulics andservices details.

architectural design & draftingH01

Midway Point

MOB: 0407 460 [email protected] 7171

7 Haber Street

KOstudi GENERAL NOTES Site Drainage Plan

Scale 1:200 @ A3December 2018

Exist

ing

Boun

dary

17.

89m

Existing Boundary 46.42m

north

ESPL

AN

AD

E

Existing Boundary 47.93m

Exist

ing

Boun

dar

y 17

.61mPROPOSED DWELLING 1

Existing Drainage Easement 0.6m WIDE

PROPOSED DWELLING 2

P.O.S 24m2 (min)

U2/2

Proposed Driveway

P.O

.S 2

4m2

(min

)U2/1

U2/3

U1/1

U1/2

U1/3

Sarah Honner59 Esplanade, Lindisfarne.

Martin Arnold, Carolyn Davey &

PROPOSED RESIDENCE 1 & 2

SOIL & WATER MANAGEMENT NOTES GENERAL:

BUILDER IS RESPONSIBLE FOR THE ESTABLISHMENT AND MAINTENANCEOF ALL EROSION AND SEDIMENT CONTROL MEASURES.BUILDER AND ALL SITE CONTRACTORS TO IMPLEMENT AND COMPLY TO:

ACCESS:Single site access at point at existing cross over point only.Stabilize access by laying down 200MM of aggregate, add new gravel as required tomaintain access. Alternatively permanent driveway measures may be installed inaccordance to drawings.Avoid unnecessary vehicle access to site at all times.All deliveries to be made at this single site access point.Any damage to existing infrastructure will be at the cost of the Builder/Client.Site access shall be at the location of the existing formed cross-over only, for the purpose ofexcavation.No vehicle access on/over existing Drainage Easement.

VEGETATION:Retain and protect natural vegetation wherever practical.All existing shurbs/grass on existing site to be retained outside of building envelopethroughout building/construction phase. Maintain in good condition to ensure stabilization.No vehicle access to these areas.Ensure a one metre grass buffer zone is retained and maintained to the front propertyboundary.Introduce additional seeding, erosion control mats/blankets as necessary to maintainstabilization of exposed soil zones.

EXCAVATION:Excavation to be limited to building envelope only.Keep removed topsoil for respreading over the developed area.

DRAINAGE CONTROL:All services shown on this drawing are based on available and above ground analysis. Verifyextent and exact location of such services on site prior to commencement of works. Anydamage/disruption to such services will be to the cost of the Builder/Client.Connect all roof and rain water pipes in place as soon as applicable. If road connection cannot be achieved at early stage disperse catchment to a turfed area or infiltration trench.Do not at any time divert stormwater onto adjacent properties, always discharge on work siteat legal point of discharge.Diversion channels to be constructed with a curved shape and to a minimum of 150mmdeep and 2000mm wide (including raised berm). Place any excavated soil from diversionchannel on the down-slope border to increase capacity to a maximum height of 200mm.Add additional diversion channels onsite as deemed necessary throughout construction toensure all stormwater is diverted around the disturbed or active work area.All new drainage to comply with AS3500 and Local Authority Guidelines.

MAINTENANCE:Ensure regular maintenance and monitoring of all sediment and erosion controls.Generally inspect all sediment and erosion controls weekly and after all major rainfalls.Remove all sediment build up from said measures. Check for holes breaks, clogging &blockages. Replace any measures as required.Add additional rock/gravel to stabilized site access as/when required to maintain stability.

SEDIMENT GENERATING ACTIVITIES:Sediment generating activities may take place in the vacinity of the dedicated stockpile area asindicated. Activities to occur above proposed diversion channel. Do not discharge intostormwater system at anytime.Line diversion channel with plastic or geotextile lining. Dispose/clear all solid materials fromchannel and dispose of, or reuse as fill.Use only hoses with automatic shut off nozzles.

SITE REVEGITATION:Primarily use revegetation for protection against soil erosion. Control mats and blankets to beused as deemed necessary.Revegetate any areas as disturbed by the building and construction process. Revegetation mayinclude perennial grasses, turf strips and native plant seedlings. Use only natives relative to theregion. For more advice on appropriate species contact the Local Council.Apply 75-100mm of mulch to new garden beds and use tree guards and stakes to protectvegetation.

Sub-Surface Drain 1:50

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LINE OF BUILDING ENVELOPE RESTRICTIONS SHOWN DOTTED.
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EXISTING TREES AS SHOWN DOTTED TO BE REMOVED U.N.O.
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LINE OF NEW CONCRETE CROSS OVER TO COUNCIL APPROVAL. PROTECT EXISTING KERBS. PATCH AND REPAIR ALL SURFACES AS AFFECTED BY NEW WORKS.
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ABANDON EXISTING CONCRETE CROSS OVER.
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EXISTING NEIGHBOURING RESIDENCE AS SHOWN HATCHED.
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EXISTING NEIGHBOURING RESIDENCE AS SHOWN HATCHED.
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LINE OF EXISTING 600mm WIDE DRAINAGE EASEMENT AS SHOWN HATCHED.
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PROPOSED DWELLINGS AS SHOWN HATCHED.
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SLOPE FINISHED GROUND LEVEL AWAY FROM FOOTINGS 50mm OVER 1000mm TO AGG DRAIN.
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SWALE
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POLYTHENE SHEET
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100 DIA AGG DRAIN
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150mm PERMEABLE TOP SOIL
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20-40mm CLEAN CRUSHED ROCK.