desktop-v5sg4ulddropbox (pva)plan vision australia … · · 2016-06-14sd1 2650 2650 820 csd 820...

WW

FRFR

UP

UP

Ar051

Ar051

Ar052

Ar052

770

770

2/7

20

2/7

20

SD2

SD1

2650

2650

820 CSD

820

W5

W6

W8

W1

W4

18 m²Garage

1 m²WC

1 m

²L'D

ry

12 m²Kitchen

12 m²Dining

4 m²Stair

33 m²Living

12 m²Dining

12 m²Kitchen

33 m²Living

18 m²Garage

4 m²Stair

1 m²WC

1 m

²L'D

ry

4m x 4m

Open Area

4m x 4m

Open Area

W7

W2 W3

820

240

4660

90

3300

250

3300

90

4660

240

240

3070

240

1200

240

3300

250

3300

240

1200

240

3070

240

3550

1200

7330

1200

3550

240

4660

90

1600

90

1610

250

1610

90

6350

240

240

4000

4050

250

4050

4000

240

4000

8830

4000

7396

2038

7396

240 4280 90 900 90 5500 2401000

900 240 1500 8860 240 1500

2400 240 10360 240

240 4280 990 90 5500 2401000

900 240 1500 8860 1740

2400 240 10360 240

820 CSD

WETSEAL TO THE MANUFACTURERS

SPECIFICATIONS WITH SELECTED TILES OVER

FIXED TO THE MANUFACTURERS SPECIFICATIONS

SELECTED ALUMINIUM WINDOWS AND

DOORS TO THE OWNERS DETAILS AND

MANUFACTURERS SPECIFICATIONS

90 x 90 F7 KILN DRIED TREATED PINE

OR 100 x 100 HARDWOOD POSTS TO

THE OWNERS DETAILS

SELECTED COLORBOND

PANELIFT DOOR TO THE

MANUFACTURERS

SPECIFICATIONS AND

OWNERS DETAILS

200 x 25 WEATHERLIP

ACROSS GARAGE DOOR

ENTRY AS REQUIRED

90 x 45 F7 STUD WALLS. WALL FRAMING,

BRACING AND TIE-DOWNS TO THE WALL

MANUFACTURERS SPECIFICATIONS AND AS1684SELECTED FACE BRICKWORK

200 x 25 WEATHERLIP ACROSS

GARAGE DOOR ENTRY AS REQUIRED



MANUFACTURERS SPECIFICATIONS AND AS1684

S

S

SMOKE

DETECTOR

SMOKE DETECTOR

Plan Vision Australia27 Eighth Street, Adamstown

W/ (02) 40231266 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:

Scale: @ A3 1 : 100

CDB

Ar01

02/08/13

713-4458

Unit Development

1 : 100

1

Ground Floor

SURVEY NOTE :

Boundary dimensions are assumed only and takenfrom site information, others or owners information.Confirm boundaries before commencement ofconstruction.Full project specific detailed survey plans have notbeen supplied to Plan Vision for planning purposes.See schedule of specifications for details.

BUILDERS NOTE :

Use Dimensions in preference to scale.Site verify all dimensions before orderingMaterials.Footings information shown on these plans mayhave to be changed if Builders site excavationsreveal non-virgin ground. Consultation of PlanVision Australia Pty Ltd would then be necessaryto determine the required changes.Builder to inspect adequacy of existing footings& piers for proposed scope of works. Replaceexisting footings & sub floor members asnecessaryMaterials are under no circumstances to beordered direct off Additions Plans.Materials to be ordered are only to be orderedfrom a Builders or applicable productmanufacturers seperate site confirmed Materialslist.Additions plans are not intended to be theabsolute medium for construction informationaccuracy due to existing buildings discrepenciesand existing buildings hidden characteristics.See schedule of specifications for further details.

Assumed Class 'M'

Assumed N2 (W33N) Wind Speed

Revision Schedule

Date DescriptionIssued

by

Ground Floor Window Schedule

Level Mark Width Height Sill Height Type

Ground Floor W1 1791 1020 1143 ASW



Ground Floor W4 1438 1800 363 ASW+FIXED

Ground Floor W5 1438 1800 363 ASW+FIXED




Ground Floor Door Schedule

Level Mark Width Height Type

Ground Floor SD1 3066 2121 ASD

Ground Floor SD2 3066 2121 ASD

NOTE - BRACING AND TIE-DOWN DETAILS TO THE

ENGINEERS DETAILS AND AS1684.2

NOTE - : ALL TIMBER TO BE INSTALLED TO THE


NORTH

27.11.13 Issued for council CDB

06.02.14 Issued for council CDB19.08.14 Retaining wall changed to log MWA

DN

DNAr05

1Ar05

1

Ar052

Ar052

10 m²Bed 2

820620

L.820

820

820

16 m²Bed 1

11 m²Bed 3

3 m²WIR

4 m²Ensuite

7 m²Bath

9 m²Hall

2/820

Robe

10 m²Bed 2

820620

L.

820

820

820

16 m²Bed 1

11 m²Bed 3

3 m²WIR

4 m²Ensuite

7 m²Bath

9 m²Hall 2/820

Robe

820

820

820

820

W18

W17

W16

W15

W14

W13

W12

W11

W10

W9 Vo

idVo

id

960

90

2110

70

550

70

900

70

3470

250

3470

70

900

70

550

70

2110

90

960

960

90

3700

70

7190

70

3700

90

960

960

90

3080

70

550

70

7190

70

550

70

3080

90

960

90

3230

70

900

70

1500

70

2150

1900

70

1500

70

900

70

3230

90

460

90

3230

70

1195

3245

250

3245

1195

70

1060

70

2100

90

460

90

3230

70

4440

250

4440

70

3230

90

15910

460

500

14910

500

460

2401010 1720 70 2000 70 4490 240

2970 3360 70100070 2130 90

240 3400 70

530

70 1200 7075070 3200 90

240 3400 70 2620 70 3290

2401010 1720 70 1120 950 4490 240

240 2730 3360 70100070 2130 90

240 3400 70

530

70 1200 7075070 3200 90

240 3400 70 2620 70 3200 90

WETSEAL TO THE MANUFACTURERS

SPECIFICATIONS WITH SELECTED TILES OVER

FIXED TO THE MANUFACTURERS SPECIFICATIONS






THE OWNERS DETAILS

SELECTED WEATHERBOARDS, SIMILAR TO EXISTING

DWELLING, FIXED TO THE MANUFACTURERS

SPECIFICATIONS. BLEND AND STAGGER AS REQUIRED TO

CONCEAL LINE OF NEW ADDITIONS

SELECTED

900 VANITY

SELECTED 1500 BATH







SELECTED FACE BRICKWORK

2/9

20

Rob

eRob

e

6420 3270

6420 3270

S S

S S

SMOKE DETECTOR

SMOKE DETECTOR

LIGHT OPERATED

EXHAUST FAN


W/ (02) 40231266 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:

Scale: @ A3 1 : 100

CDB

Ar02

02/08/13

713-4458

Unit Development

Revision Schedule


by

1 : 100

1

First Floor

First Floor Window Schedule

Level Mark Width Height Sill Height Type

First Floor W9 1791 1191 972 ASW










NOTE - BRACING AND TIE-DOWN DETAILS TO THE

ENGINEERS DETAILS AND AS1684.2

NOTE - : ALL TIMBER TO BE INSTALLED TO THE


NORTH

SURVEY NOTE :


BUILDERS NOTE :


Assumed Class 'M'




8100

Ground Floor

8100

Ground Floor

2400

2400

2400

300

2400

10800

First Floor

10800

First Floor

13200

First Floor FCL

13200

First Floor FCL

PROPOSED GROUNDLINE

EXISTING GROUNDLINE

ROOF PITCH22.5

0°

W10 W9 W18 W17

W8SD2SD1W1






THE OWNERS DETAILS

COMPACTED FILL AS REQUIRED

CUT AS REQUIRED

HEIGHT ENVELOPE

SELECTED COLORBOND ROOF SHEETING FIXED TO THE

MANUFACTURERS SPECIFICATIONS & THE SCHEDULE OF

SPECIFICATIONS DETAILS

ROOF TRUSSES OVER. ROOF TRUSSES, ROOF BRACING AND TIE DOWNS

TO THE MANUFACTURERS SPECIFICATIONS AND AS1684






TO THE MANUFACTURERS SPECIFICATIONS AND AS1684HEIGHT ENVELOPE

7463

8100

Ground Floor

8100

Ground Floor

2400

300

2400

ROOF PITCH22.5

0°

10800

First Floor

10800

First Floor

13200

First Floor FCL

13200

First Floor FCL

PROPOSED GROUNDLINE

EXISTING GROUNDLINE

W3 W2

W11






SPECIFICATIONS. BLEND AND STAGGER AS REQUIRED TO

CONCEAL LINE OF NEW ADDITIONS

CUT AS REQUIRED

SELECTED COLORBOND GUTTERS, FASCIAS AND

DOWNPIPES TO THE MANUFACTURERS SPECIFICATIONS



SPECIFICATIONS DETAILSROOF TRUSSES OVER. ROOF TRUSSES, ROOF BRACING AND TIE DOWNS








THE OWNERS DETAILS

7463


W/ (02) 40231266 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:

Scale: @ A3 1 : 100

CDB

Ar03

02/08/13

713-4458

Unit Development

1 : 100

1

North West Elevation

1 : 100

2

North East Elevation

Revision Schedule


by

SURVEY NOTE :


BUILDERS NOTE :


Assumed Class 'M'




8100

Ground Floor

8100

Ground Floor

2400

300

2400

2400

300

2400

10800

First Floor

10800

First Floor

13200

First Floor FCL

13200

First Floor FCL

PROPOSED GROUNDLINE

W15 W14 W13 W12

W4W5






THE OWNERS DETAILS

SELECTED COLORBOND PANELIFT DOOR

TO THE MANUFACTURERS

SPECIFICATIONS AND OWNERS DETAILS



SPECIFICATIONS. BLEND AND STAGGER AS REQUIRED

TO CONCEAL LINE OF NEW ADDITIONS

CUT AS REQUIRED












ROOF PITCH

22.5

0°

EXISTING GROUNDLINE

HEIGHT ENVELOPE

HEIGHT ENVELOPE

7463

8100

Ground Floor

8100

Ground Floor

2400

300

2400

10800

First Floor

10800

First Floor

13200

First Floor FCL

13200

First Floor FCL

ROOF PITCH22.5

0°

PROPOSED GROUNDLINE

EXISTING GROUNDLINE




CUT AS REQUIRED





SPECIFICATIONS DETAILSROOF TRUSSES OVER. ROOF TRUSSES, ROOF BRACING AND TIE DOWNS








THE OWNERS DETAILS

W7 W6

W16

FILL AS REQUIRED

7463


W/ (02) 40231266 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:

Scale: @ A3 1 : 100

CDB

Ar04

02/08/13

713-4458

Unit Development

1 : 100

1

South East Elevation

1 : 100

2

South West Elevation

Revision Schedule


by

SURVEY NOTE :


BUILDERS NOTE :


Assumed Class 'M'




8100

Ground Floor

8100

Ground Floor

10800

First Floor

10800

First Floor

13200

First Floor FCL

13200

First Floor FCL

2400

300

2400

2400

300

2400 9 m²

Hall

4 m²Ensuite

16 m²Bed 1

18 m²Garage1 m²

L'Dry

12 m²Dining

ROOF PITCH22.5

0°

PROPOSED GROUNDLINE

EXISTING GROUNDLINECUT AS REQUIRED








THE OWNERS DETAILS

FILL AS REQUIRED




8100

Ground Floor

8100

Ground Floor

10800

First Floor

10800

First Floor

13200

First Floor FCL

13200

First Floor FCL

PROPOSED GROUNDLINE

2400

300

2400

2400

300

2400

7 m²Bath

9 m²Hall

16 m²Bed 1

16 m²Bed 1

9 m²Hall

7 m²Bath

18 m²Garage

18 m²Garage

33 m²Living

33 m²Living

EXISTING GROUNDLINECOMPACTED FILL AS REQUIRED

CUT AS REQUIRED







TO THE MANUFACTURERS SPECIFICATIONS AND AS168490 x 45 F7 STUD WALLS. WALL FRAMING,



ROOF PITCH

22.5

0°

HEIGHT ENVELOPE

HEIGHT ENVELOPE


W/ (02) 40231266 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:

Scale: @ A3 1 : 100

CDB

Ar05

02/08/13

713-4458

Unit Development

1 : 100

1

Section 1

1 : 100

2

Section 2

Revision Schedule


by

SURVEY NOTE :


BUILDERS NOTE :


Assumed Class 'M'





W/ (02) 40231266 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:

Scale: @ A3

CDB

Ar06

02/08/13

713-4458

Unit Development

Revision Schedule


by

1

3D View 1

2

3D View 2

SURVEY NOTE :


BUILDERS NOTE :


Assumed Class 'M'




SHED SHED

VE

RA

ND

AH

SIP

TW

RL 9

.96

GU

TT

ER

R O

B E

R T

S

T R

E E

T

K E

M P

S

T R

E E

T

VE

RA

ND

AH

VE

RA

ND

AH

DWELLINGNo.60

1 STOREYDWELLING

No.62

1 STOREYDWELLING

No.58

1 STOREY

PP

6.0

00

7.0

00

6

8

8 26

8 06

7 92

6 32

6 94

6 94

6 93

6 61

6 76

6 67

6 16

6 09

5 68

5 87

5 79

5 89

5 82

7 46

7 61

7 63

7 68

7 62

7 12

6 99 7 09

6 72 7

59

7 18 7 41

7 09

7 23

6 55

7 20

6 36

7 15

6 50

6 44

6 16

6 21

6 10 8

028

018

017

94

7 827

81

7 21

7 32

7 51

7 77 7

927 32 7 48

8 52

8 20

7 947 71

8 14

8 177

79

8 25

8 20

8 91

8 49 8

498

49

8 51 8

518

43

8 50

8 34

8 36

8 39

8 44

8 08

8 42

8 36

19

.800

38.510

20.1

15

39.915

PROPOSED EASEMENT FOR

SEWER AND DRAINAGE

4m x 4m

Open Area

4m x 4m

Open Area

3000

3000

4000

5500

3780

5003

1573

2523

2023

4566

5703

7241

7310

1595

5251

5605

BUILDERS WASTE

STORAGE AREA

PROPOSED SEDIMENT TRAPPING

FENCE (SEE DETAIL)

EXISTING NEIGHBOURS

TREE TO BE REMOVED BY

AGREEMENT (SEE

ARBORIST REPORT)

DEMOLISH EXISTING SHEDS AS

SHOWN

Sediment Fence

Geotextile filter fabric

200mm

N.T.S

Direction of flow

500m

m

Timber posts driven

300mm into ground

Undisturbed ground

3.00m max.

Disturbed ground

Erosion and Sediment Controls

General Notes

- This plan shows the control objectives, philosophy and key control works for the site. The contractor

shall provide supplementary works that reflect the adopted construction program and practices to ensure

that erosion and sediment movement are managed in accordance with the objectives of this plan.

- Erosion and sediment hazard areas include stockpiles, exposed ground, embankments, cuttings

concentrated flow paths and waterways.

- This plan is to be used as a guide only. The suitability of erosion and sediment control measures to be

evaluated on site and where required, are to be modified under the supervision of a suitably qualified

engineer and Council.

Pre-Construction Phase Notes

- Site works are not to start until the erosion and sediment control measures are installed and functional.

- Temporary sediment traps to be installed during construction (where applicable)

- Waste bins are to be provided for building waste or waste enclosure min. 1800 x 1800 x 1200mm

high constructed using star pickets and 1200mm high weed control mat. Arrangement to be made for

regular collection and disposal or recycling of construction waste.

- Entry and departure of vehicles is to be confined to the nominated existing vehicle access or stabilised

site access. Sediment or barrier fencing will be used to restrict all vehicular movements to that access

point. Stabilisation will be achieved by either:

a) constructing a sealed (eg concrete or asphalt) driveway to the street

b) constructing a stabilised site access according to Council's engineering standards.

Construction Phase Notes

- Topsoil is to be stripped from building site and stockpiled for later use in landscaping the site.

- The footpath and driveway, other than stabilised site access, is not to be disturbed, including stockpiling

of materials. Where essential works (eg drainage) are required, the footpath is to be rehabilitated (turfed)

as soon as possible.

- Where appropriate, an aggregate bag shall be placed in the gutter below the site access. The bag shall

be made from green sediment fence material, or similar. The bag must be at least 450mm long, 200mm

diameter, filled with less than 20mm blue metal or crushed rock. If the bag breaks or deteriorates, the

bag shall be replaced immediately and the material cleaned out from any gutter, kerb, road surface or

stormwater system it has entered. The use of hessian bags, and sand filled bags is not acceptable.

- All sedimentation controls are to be checked daily (at a min. weekly) and after all rain events. All

structures to be cleaned on reaching 50% storage capacity to ensure they are maintained and in full

functional condition.

Excess materials and water from cleaning tools and equipment should not be washed down stormwater

drains.

Post-Construction Phase Notes:

- Topsoil is to be re-spread and all disturbed areas rehabilitated (turfed)within 20 working days of

completion of works. Where necessary, spray and seed disturbed areas.

- Roof downpipes to be connected to street kerb or other stormwater disposal system as nominated in

the plans on completion of roof and guttering as soon as possible.


W/ (02) 40231266 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:

Scale: @ A3As indicated

CDB

Ar07

02/08/13

713-4458

Unit Development

NORTH

Revision Schedule


by

1 : 200

1

Site Plan

SURVEY NOTE :


BUILDERS NOTE :


Assumed Class 'M'




UP

UP

4m x 4m

Open Area

4m x 4m

Open Area


SEWER AND DRAINAGE

EXISTING

DWELLING

PROPOSED

UNIT 1

PROPOSED

UNIT 2

PROPOSED

DRIVEWAY

PROPOSED

DRIVEWAY

LANDSCAPED

AREA

LANDSCAPED

AREA

LANDSCAPED

AREA

LANDSCAPED

AREA

4m x 4m

Open Area

PROPOSED

CARPORTPROPOSED

DRIVEWAY

LANDSCAPED

AREA EXISTING DWELLING

COURTYARD

PROPOSED UNIT

1 COURTYARD

PROPOSED UNIT

1 COURTYARD

1800 HIGH COLORBOND FENCE1800 HIGH COLORBOND FENCE

1800 HIGH COLORBOND FENCE1800 HIGH COLORBOND FENCE

1800

HIG

H C

OLO

RBON

D F

ENCE

1800 HIGH

COLORBOND FENCE

1800

HIG

H B

RICK

AN

D IN

FILL

FEN

CIN

G

NO

FEN

CIN

G >

1.2M

HIG

H

Proposed Units

PROPOSED ELECTRIC GATE TO OWNERS DETAILSPROPOSED INFILL PANNELS TO

BRICKWORK FENCE TO OWNERS DETAILS

PROPOSED 110 BRICKWORK

FENCE WITH 230 x 230

ENGAGED PIERS

1200 M

ax

800

400


W/ (02) 40231266 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:


CDB

Ar08

02/08/13

713-4458

Unit Development

Revision Schedule


by

1 : 200

1

Area Calculations & Fencing Plan

NORTH

SURVEY NOTE :


BUILDERS NOTE :


Assumed Class 'M'


Area Schedule

Name Area

Existing Dwelling Carport 16.5 m²

Existing Dwelling Courtyard 56.9 m²

Existing Dwelling Driveway 21.8 m²

Existing Dwelling Living 105.9 m²

Existing Dwelling Verandah 9.0 m²

Landscaped Area 149.2 m²

Other Site Area 114.3 m²

Unit 1 Courtyard 39.0 m²

Unit 1 Downstairs Living 72.6 m²

Unit 1 Driveway 17.7 m²

Unit 1 Garage 19.8 m²

Unit 1 Porch 2.0 m²

Unit 1 Portico Not Included in Courtyard Calculation 6.0 m²

Unit 2 Courtyard 38.7 m²

Unit 2 Downstairs Living 72.6 m²

Unit 2 Driveway 18.5 m²

Unit 2 Garage 19.8 m²

Unit 2 Porch 2.0 m²

Unit 2 Portico Not Included in Courtyard Calculation 6.0 m²

788.0 m²

SITE CALCULATIONS

SITE AREA = 788.0sq.m

TOTAL LANDSCAPE AREA = 149.2sq.m

LANDSCAPED AREA IN COURTYARDS = 91.8sq.m

TOTAL LANDSCAPE = 30.6%

TOTAL LIVING AREA = 405.1sq.m

FSR = 0.52:1

1 : 100

2

Front Fence Elevation



17 m²Carport

5500

90

2820

90

3000

90 2660 90 2660



THE OWNERS DETAILS

7350

Carport Plan

7350

Carport Plan

9750

Carport FCL

9750

Carport FCL

2400

2400

ROOF PITCH15.0

0°







THE OWNERS DETAILS




7350

Carport Plan

7350

Carport Plan

9750

Carport FCL

9750

Carport FCL

ROOF PITCH15.0

0°







THE OWNERS DETAILS




2400

2400

7350

Carport Plan

7350

Carport Plan

9750

Carport FCL

9750

Carport FCL

ROOF PITCH

15.0

0°







THE OWNERS DETAILS




2400

2400

7350

Carport Plan

7350

Carport Plan

9750

Carport FCL

9750

Carport FCL

ROOF PITCH 15.0

0°







THE OWNERS DETAILS




2400

2400


W/ (02) 40231266 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:

Scale: @ A3 1 : 100

CDB

Ar09

02/08/13

713-4458

Unit Development

Revision Schedule


by

1 : 100

1

Carport Plan

1 : 100

2

North East Elevation Carport

1 : 100

3

North West Elevation Carport

1 : 100

4

South East Elevation Carport

1 : 100

5

South West Elevation Carport

SURVEY NOTE :


BUILDERS NOTE :


Assumed Class 'M'




2054

G 1:8

1191

GRADE 1:5.2

4894

G 1:8

1191

CARPORT RL 7350

KER

B

BOUN

DARY

CARP

ORT

FRO

NT

5983

EGL 6093

FGL 5983

EGL 6360

FGL 6122

EXISTING KERB AND FOOTPATH TO BE

REMOVED AND REPLACED WITH NEW

DRIVEWAY LAYBACK IN ACCORDANCE

WITH COUNCILS STANDARD DRAWINGSEXISTING GROUND LINE

6122

6271

7201

7116

7350

7167

EGL 6747

FGL 6271

EGL 7116

FGL 7201

EGL 7167

FGL 7350

LAYBACK, CROSSOVER AND FOOTPATH

TO BE IN ACCORDANCE WITH

COUNCILS STANDARD DRAWINGS

6093

6360

6747

EXISTING ROAD

8100

Ground Floor

10800

First Floor

13200

First Floor FCL

GARAGE FLOOR

7930

7930

8175

8350

NGL 7930

FGL 7930

NGL 8175

FGL 8175

NGL 8350

FGL 8350

BOUN

DARY

KER

B

GARA

GE

GRADIENT 1:22.1 (4.5%)

5417

GRADIENT 1:27.6 (3.6%)

4828

8100

Ground Floor

10800

First Floor

13200

First Floor FCL

GARAGE FLOOR

7930

7930 82708420

GARA

GE

BOUN

DARY

KER

B

FGL 7930

NGL 7930

FGL 8270

NGL 8270

FGL 8420

NGL 8420

GRADIENT 16.9:1 (5.9%)

5738

GRADIENT 1:35.66 (2.8%)

5349


W/ (02) 40231266 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:


MWA

Ar10

02/08/13

713-4458

Unit Development

Revision Schedule


by

1 : 50

1

Existing Dwelling Driveway Gradient

1 : 100

2

Unit 1 Driveway Gradient

1 : 100

3

Unit 2 Driveway Gradient

SURVEY NOTE :


BUILDERS NOTE :


Assumed Class 'M'





19.08.14 Retaining wall changed to log MWA

4m x 4m

Open Area

4m x 4m

Open Area

NO IMPACT ON NEIGHBOURS

OPEN SPACE OR LIVING AREAS

SINGLE STOREY DWELLING

NO. 58


NO. 62

NO IMPACT ON NEIGHBOURS OPEN

SPACE OR LIVING SPACES

OVERSHADOWS MIDDLE SECTION OF REAR

YARD, BUT DOES NOT EFFECT THE 4-5M

DIRECTLY ADJACENT TO THE DWELLING THAT

CAN BE ARGUED IS THERE OPEN SPACE

AREA

NOTE THERE ARE A NUMBER OF TREES

AND SHRUBS IN REAR YARD THAT AFFECT

THE SOLAR ACCESS PRESENTLY


W/ (02) 40231266 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:

Scale: @ A3 1 : 200

MWA

Ar11

02/08/13

713-4458

Unit Development

Revision Schedule


by

1 : 200

1

Shadows 9am

NORTH

SURVEY NOTE :


BUILDERS NOTE :


Assumed Class 'M'




4m x 4m

Open Area

4m x 4m

Open Area






NO. 58


NO. 62SMALL AMOUNT OF SHADOW IN THE VERY

REAR OF BACK YARD. IT IS NOTED THERE IS

AN EXISTING GARDEN SHED HERE





W/ (02) 40231266 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:

Scale: @ A3 1 : 200

MWA

Ar12

02/08/13

713-4458

Unit Development

Revision Schedule


by

1 : 200

1

Shadows 12pm

NORTH

SURVEY NOTE :


BUILDERS NOTE :


Assumed Class 'M'




4m x 4m

Open Area

4m x 4m

Open Area




NO. 58


NO. 62



VERY SMALL AMOUNT OF SHADOW IN THE

VERY REAR OF BACK YARD. IT IS NOTED

THERE IS AN EXISTING GARDEN SHED HERE





W/ (02) 40231266 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:

Scale: @ A3 1 : 200

MWA

Ar13

02/08/13

713-4458

Unit Development

Revision Schedule


by

1 : 200

1

Shadows 3pm

NORTH

SURVEY NOTE :


BUILDERS NOTE :


Assumed Class 'M'





SEWER AND DRAINAGE

EXISTING BOUNDARY 38.510

EXISTING BOUNDARY 39.915

EXIS

TIN

G B

OUN

DARY

20.

115

EXIS

TIN

G B

OUN

DARY

19.

800

PRO

POSE

D B

OUN

DARY

19.

903

PROPOSED BOUNDARY 19.891PROPOSED BOUNDARY 18.619

PROPOSED BOUNDARY 21.749PROPOSED BOUNDARY 18.166

PROPOSED STRATA

LOT 212.3sq.m

PROPOSED STRATA LOT

203.3sq.m

PROPOSED TORRENS

LOT 365.1sq.mPROPOSED STRATA BOUNDARY 20.817


W/ (02) 40231266 M/ 0414 011 483

Drawn By:

Date:

Sheet:

Client:

Address:

Drawing No:

Scale: @ A3 1 : 200

MWA

Ar14

02/08/13

713-4458

Unit Development

Revision Schedule


by

NORTH

SURVEY NOTE :


BUILDERS NOTE :


Assumed Class 'M'


1 : 200

1

Subdivision Plan



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