development application submission new semi …

GSPublisherVersion 0.1.100.100

ISSUE DATE DESCRIPTION APP BY

A 28/01/2020 ISSUE FOR APPROVAL RM

A3

DRAWING TITLE

COVER SHEETDRAWING NUMBER SCALE ISSUE

DA 00 A DRAWING STATUS

NOT FOR CONSTRUCTION

PROJECT LOCATION

15 Sylvanus Street GreenacreNSW 2190 AustraliaLOT 19 SEC 7DP 845

CLIENT

Clients name

CONSULTANTS

1. CEDAR SURVEYING SERVICES PTY LTD2. ENVISION ENERGY3. MBC ENGINEERING

PROJECT NUMBER

18005

Designer / 0405 204 511 / [email protected]

DEVELOPMENT APPLICATIONDo not scale drawings. Use figured dimensions only. Check & verify levelsand dimensions on site prior to the commencement of any work, thepreparation of shop drawings or the fabrication of components.

This drawing is the copyright of RM Designers and is protected under theCopyright Act 1968. Do not alter, reproduce or transmit in any form or byany means without the express permission of RM Designers.

PROJECT DESCRIPTION

NEW SEMI DETACHED DUPLEX2 STOREY

DRAWING No

DA 00DA 10DA 11DA 12DA 13DA 14DA 20DA 21DA 22DA 23DA 30DA 31DA 40DA 50DA 51DA 52DA 60DA 70

DRAWING TITLE

COVER SHEETSURVEY PLANSUBDIVISION PLANSITE ANALYSISDEMOLITION AND SEDIMENT CONTROL PLANSITE PLANGROUND FLOORFISRT FLOORROOFCONCEPT LANDSCAPEELEVATIONS E and W - SECTION BBELEVATIONS S and N - SECTION AAFINISHES SCHEDULEEXISTING SHADOW DIAGRAMSPROPOSED SHADOW DIAGRAMSPROPOSED ELEVATION SHADOW DIAGRAMSWINDOWS AND DOORS SCHEDULENOTIFICATIONS

SCALE

NTS1:2001:2001:2001:3001:2001:1001:1001:1001:2001:2001:200NTSNTSNTSNTSNTS1:300

SIZE

A3A3A3A3A3A3A3A3A3A3A3A3A3A3A3A3A3A4

DEVELOPMENT APPLICATION SUBMISSION

NEW SEMI DETACHED DUPLEX 2 STOREY15 Sylvanus Street Greenacre NSW 2190 Australia

APPENDIX

STORM WATER PLANBASIX CERTIFICATEWASTE MANAGEMENT PLANSTATEMENT OF ENVIRONMENTAL EFFECTS REPORTCOST ESTIMATE

DRAWING LIST

Certificate no.:Assessor Name:Accreditation no.:Certificate date:

www.nathers.gov.au

Dwelling Address:

0004606790Jamie BonnefinVIC/BDAV/17/18075.419 February 2020

15 Sylvanus StreetGreenacre, NSW2190


26 9

4

26 9

1

26 8

5

26 2

9

26 5

2

26 7

1 26 7

227 6

9

27 2

026 9

727 0

3

27 2

7

27 4

2

27 3

4

27 6

8

27 4

5

27 4

8

27 4

9

27 1

9

27 1

8

27 0

5

26 6

5

26 5

2

26 5

526 6

9

26 6

626 6

4

26 8

626 8

3

26 6

9

26 2

7

27 3

7

27 1

3

27 3

4

26 5

0

26 7

4

26 6

8

26 3

326 9

4

26 9

7

27 1

4

26 9

6

27 0

8

27 0

1

26 8

8

26 8

4

26 9

7

26 2

126 2

0

26 2

4

26 2

7

26 3

0

26 2

3

26 2

5

26 1

6

25 9

6

26 0

5

26 2

1

25 6

8

25 7

6

26 1

0 26 2

3

26 1

5

26 3

2

27 3

3

26 3

826 4

4

26 4

7

-72 1

526 0

1

VC

VC

C'B

ON

D F

EN

CE

C 'B O N D F E N C E


VE

RA

ND

AH

AW

NIN

G

GA

RD

EN

B

ED

GA

RD

EN

B

ED

WATER

METER

BR

ICK

+ M

ET

AL

PI C

KE

T F

EN

CE

S T E N C I L C O N C R E T E D R I V E

CO

NC

RE

TE

PA

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KE

RB

AN

D G

UT

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NC

RE

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DR

IVE

D R I V E

CONCRETE

L O W C 'B O N D F E N C E

B R I C K F E N C E

AW

NIN

G

SY

LV

AN

US

S

TR

EE

T

VE

RA

ND

AH

AW

NIN

GS

ING

LE

ST

OR

EY

B R I C K

GARAGE

GR

OU

ND

+ B

AL

CO

NY

VE

RA

ND

AH

AW

NIN

G

GR

AT

E

GARAGE

B R I C K

1°4

3' 1

5.2

4

91°43' 42.87

91°43' 42.87

1°4

3' 1

5.2

4

26.000

26

.00

0

27

.00

0

27.000

27.000

27.000

" T I L E R O O F "

BRICK RESIDENCE

T W O S T O R E YNO. 13

" T I L E R O O F "

B R I C K C O T T A G E

S I N G L E S T O R E YNO.15

" T I L E R O O F "

C L A D C O T T A G E

S I N G L E S T O R E YNO.17

Magnetic

North

Tru

e N

orth

Appro

x. 9

° 30'

6 53 .3 m

2

C A L C . AR E A

BM

CU

T O

N K

ER

B

RL 2

7.4

5 A

.H.D

survey.

1. Plan compiled from information at land title officeas regards dimensions and these are subject to final

of all services

plotted in relation to the occupations ( fences

scae plot accuracy only, copying may distort the

5. No boundary has been surveyed.

4. Services structures shown hereon are those that were

visible at the time of survey and have been located

and/or wall, etc.) These occupations have not yet

accurately located in relation to the boundaries.

3. The details and features and contours are shown to

by field survey. Further services may be present

prior to any construction or excavation on site the

relevant authorities should be contacted for possible

location of further underground services and detailed

2. All details and features shown hereon have been

scale

l

WARNING.

DETAIL SURVEY

CCAD5/DATA/3404

SHEET :1 OF 1

DRAWING :

DATUM :

A.H.D

REDUCTION RATIO :

CONTOUR INTERVAL :

ABN

19403440563DATE

14/08/2019

DATE

14/08/2019

DATE :

JOB NO :

DRAWN BY :SURVEYED BY :

DK

0.2m

1:200

DK

3404

17/08/2019

LOT 19 SEC 7 DP 845

15 SYLVANUS STREET

GREENACRE

NOTE: ORIGIN OF A.H.D IS SSM 141218 RL. 23.52 A.H.D

LAND AND ENGINEERING SURVEYING

CEDAR SURVEYING SERVICES PTY LTD

postal address.

PO BOX 7128MOUNT LEWIS NSW 2190

MOBILE. 0410 435 762

Email : [email protected] 45 606 346 981

W

TOP OF WINDOW 32.2

SILL OF WINDOW 30.7

INSPECTION

POINT

INSPECTION

POINT

PATH

GAR

GARDEN BED

W

TOP OF WINDOW 29.0

SILL OF WINDOW 27.5

W

TOP OF WINDOW 32.2

SILL OF WINDOW 30.7

W

TOP OF WINDOW 32.2

SILL OF WINDOW 30.7

U/S GUT 32.42W

TOP OF WINDOW 29.5

SILL OF WINDOW 27.5

RIDGE 34.9

VER

U/S

GU

T 2

9.2

4

ST

EN

CIL

C

ON

CR

ET

E P

AT

H

STENCIL CONCRETE PATH

U/S

GU

T 2

9.0

8

U/S

GU

T 3

0.0

9VER

RIDGE 32.2

U/S GUT 30.13

U/S

GU

T 3

0.1

2

WTOP OF WINDOW 30.0

SILL OF WINDOW 29.0

W

TOP OF WINDOW 30.0

SILL OF WINDOW 29.0

U/S GUT 30.65

RID

GE

WTOP OF WINDOW 29.9

SILL OF WINDOW 28.2

FIBRO

VER

27 3

9

D/S

26 3

7

D/S

RIDGE 30.2


www.nathers.gov.au

Dwelling Address:




www.nathers.gov.au

Dwelling Address:

MJ/m2

0004601449-01Jamie BonnefinVIC/BDAV/17/18075.417 Feb 2020

60.0

1, 15 Sylvanus StreetGreenacre, NSW2190


www.nathers.gov.au

Dwelling Address:

MJ/m2

0004601423Jamie BonnefinVIC/BDAV/17/18075.417 Feb 2020

59.2





A3

DRAWING TITLE

SUBDIVISION PLANDRAWING NUMBER SCALE ISSUE

DA 11 1:200 A DRAWING STATUS


PROJECT LOCATION


CLIENT

Clients name

CONSULTANTS


PROJECT NUMBER

18005




PROJECT DESCRIPTION


BOUNDARY 42.870

BOUNDARY 42.870

PROPOSED BOUNDARY 42.870

PR

OP

OS

ED

BO

UN

DA

RY

7.6

20

PR

OP

OS

ED

BO

UN

DA

RY

7.6

20

PR

OP

OS

ED

BO

UN

DA

RY

7.6

20

PR

OP

OS

ED

BO

UN

DA

RY

7.6

20

LOT 1 = 326.65m2

LOT 2 = 326.65m2

SY

LV

AN

US

S

TR

EE

T


www.nathers.gov.au

Dwelling Address:




www.nathers.gov.au

Dwelling Address:

MJ/m2


60.0



www.nathers.gov.au

Dwelling Address:

MJ/m2


59.2





A3

DRAWING TITLE

SITE ANALYSISDRAWING NUMBER SCALE ISSUE



PROJECT LOCATION


CLIENT

Clients name

CONSULTANTS


PROJECT NUMBER

18005




PROJECT DESCRIPTION


26 9

4

26 9

1

26 8

5

26 2

9

26 5

2

26 7

1 26 7

227 6

9

27 2

026 9

727 0

3

27 2

7

27 4

2

27 3

4

27 6

8

27 4

5

27 4

8

27 4

9

27 1

9

27 1

8

27 0

5

26 6

5

26 5

2

26 5

526 6

9

26 6

626 6

4

26 8

626 8

3

26 6

9

26 2

7

27 3

7

27 1

3

27 3

4

26 5

0

26 7

4

26 6

8

26 3

3

26 9

4

26 9

7

27 1

4

26 9

6

27 0

8

27 0

1

26 8

8

26 8

4

26 9

7

26 2

126 2

0

26 2

4

26 2

7

26 3

0

26 2

3

26 2

5

26 1

6

25 9

6

26 0

5

26 2

125 6

8

25 7

6

26 1

0 26 2

3

26 1

5

26 3

2

27 3

3

26 3

826 4

4

26 4

7

-72 1

526 0

1

VC

VC

C'B

ON

D F

EN

CE



VE

RA

ND

AH

AW

NIN

G

GA

RD

EN

B

ED

GA

RD

EN

B

ED

WATER

METER

BR

ICK

+ M

ET

AL

PI C

KE

T F

EN

CE


CO

NC

RE

TE

PA

TH

KE

RB

AN

D G

UT

TE

R

CO

NC

RE

TE

DR

IVE

D R I V E

CONCRETE


B R I C K F E N C EA

WN

ING

SY

LV

AN

US

S

TR

EE

T

VE

RA

ND

AH

AW

NIN

GS

ING

LE

ST

OR

EY

B R I C K

GARAGE

GR

OU

ND

+ B

AL

CO

NY

VE

RA

ND

AH

AW

NIN

G

GR

AT

E

GARAGE

B R I C K

1°4

3'

15

.2

4

9 1 °4 3 ' 4 2 .8 7

9 1 °4 3 ' 4 2 .8 7

1°4

3'

15

.2

4

26.000

26

.00

0

27

.00

0

27.000

27.000

27.000

" T I L E R O O F "

BRICK RESIDENCE

T W O S T O R E Y

NO. 13

" T I L E R O O F "


S I N G L E S T O R E Y

NO.15

" T I L E R O O F "

C L A D C O T T A G E


NO.17

Magnetic

North

Tru

e N

orth

Appro

x. 9

° 30'

6 53 .3 m

2C A L C . A

R E A

BM

CU

T O

N K

ER

B

RL 2

7.4

5 A

.H.D

W

TOP OF WINDOW 32.2SILL OF WINDOW 30.7

INSPECTION

POINT

INSPECTION

POINT

PATH

GAR

GARDEN BED

W


W


W


U/S GUT 32.42

W


RIDGE 34.9

VER

U/S

GU

T 2

9.2

4

ST

EN

CIL

C

ON

CR

ET

E P

AT

H


U/S

GU

T 2

9.0

8

U/S

GU

T 3

0.0

9VER RIDGE 32.2

U/S GUT 30.13

U/S

GU

T 3

0.1

2

WTOP OF WINDOW 30.0SILL OF WINDOW 29.0

W


U/S GUT 30.65

RIDGE 33.0


FIBRO

VER

27 3

9

D/S

26 3

7

D/S

RIDGE 30.2

N

NOISESOURCE

PRIVACY

PRIVACYWINTER

SUNRISE

WINTERSUNSET

SUMMERSUNSET

SUMMERSUNRISE

NORTHERLYWINDS

SOUTHERLYWINDS

EASTERLYWINDS

WESTERLYWINDS

EXISTING HOUSE and ALL EXISTING STRUCTURES ONSITE TO BE DEMOLISHED


www.nathers.gov.au

Dwelling Address:




www.nathers.gov.au

Dwelling Address:

MJ/m2


60.0



www.nathers.gov.au

Dwelling Address:

MJ/m2


59.2





A3

DRAWING TITLE

DEMOLITION AND SEDIMENTCONTROL PLANDRAWING NUMBER SCALE ISSUE



PROJECT LOCATION


CLIENT

Clients name

CONSULTANTS


PROJECT NUMBER

18005




PROJECT DESCRIPTION


WASTE MANAGEMENT PLAN Destination of Materials during Construction Stage

On - Site Materials Re - Use & Recycling Disposal

Material Estimated volume Re-use & Recycling On-Site Recycling Off-Site Disposal Off-Site

Excavation NIL N / A N / A N / A

Green Waste NIL N / A N / A N / A

Bricks 2 m3 separate adjacent to geotextile waste bin

’Brandown’ - Kemps Creek ’Eco Cycle Materials’ - Wetherill Park ’Benedicts’ - Chipping Norton

Concrete 3 m3 on - site as all weather access N / A N / A

Timber 5 m3 stored separately in geotextile waste bin


Plaster board and fibro 5 m3 stored seperately recycled by ’CSR’ ’CSR’

Metals 0.5 m3 stored separately in geotextile waste bin

’Smorgon Steel’ ’Smorgon Steel’

Other(eg. Tiles paints, plastics, PVC tubing, cardboard)

1.0 m3 stored separately in geotextile waste bin


26 9

4

26 9

1

26 8

5

26 2

9

26 5

2

26 7

1 26 7

227 2

026 9

727 0

3

27 2

7

27 4

2

27 3

4

27 6

8

27 4

5

27 4

8

27 4

9

27 1

9

27 1

8

27 0

5

26 6

5

26 5

2

26 5

526 6

9

26 6

626 6

4

26 8

626 8

3

26 6

9

26 2

7

27 3

7

27 1

3

27 3

4

26 5

0

26 7

4

26 6

8

26 9

4

26 9

7

27 1

4

26 9

6

27 0

8

27 0

1

26 8

8

26 8

4

26 9

7

26 2

126 2

0

26 2

4

26 2

7

26 3

0

26 2

3

26 2

5

26 1

6

25 9

6

26 0

5

26 2

125 6

8

25 7

6

26 1

0 26 2

3

26 1

5

26 3

2

27 3

3

26 3

826 4

4

26 4

7

-72 1

526 0

1

VC

VC

C'B

ON

D F

EN

CE



VE

RA

ND

AH

AW

NIN

G

GA

RD

EN

B

ED

GA

RD

EN

B

ED

WATER

METER

BR

ICK

+ M

ET

AL

PI C

KE

T F

EN

CE


CO

NC

RE

TE

PA

TH

KE

RB

AN

D G

UT

TE

R

CO

NC

RE

TE

DR

IVE

D R I V E

CONCRETE


B R I C K F E N C E

SY

LV

AN

US

S

TR

EE

T

VE

RA

ND

AH

AW

NIN

G

B R I C K

GARAGE

GR

OU

ND

+ B

AL

CO

NY

VE

RA

ND

AH

AW

NIN

G

GR

AT

E

GARAGE

B R I C K

1°4

3'

15

.2

4

9 1 °4 3 ' 4 2 .8 7

9 1 °4 3 ' 4 2 .8 7

1°4

3'

15

.2

4

26.000

26

.00

0

27

.00

0

27.000

27.000

27.000

" T I L E R O O F "



NO.15

653 .3 m

2C A L C . A

R E A

BM

CU

T O

N K

ER

B

RL 2

7.4

5 A

.H.D

W

SILL OF WINDOW 30.7

INSPECTION

POINT

INSPECTION

POINT

PATH

GAR

GARDEN BED

W


W


W

U/S GUT 32.42

W


VER

U/S

GU

T 2

9.2

4

ST

EN

CIL

C

ON

CR

ET

E P

AT

H


U/S

GU

T 2

9.0

8

U/S

GU

T 3

0.0

9VER RIDGE 32.2

U/S GUT 30.13

U/S

GU

T 3

0.1

2


W


U/S GUT 30.65


VER

27 3

9

D/S

26 3

7

D/S

RIDGE 30.2

PROVIDE VEHICULARCROSSING DRIVEWAYDURING CONSTRUCTION

SEDIMENT CONTROLFENCING

ERECT CONSTRCUTION FENCE MIN1.8m HIGH BEFORE DEMOLITION

TOILETSITESHED

TIMBERPILE

STOCK ANDMATERIAL

PILE

SK

IP B

IN

EXISTING HOUSE and ALL EXISTINGSTRUCTURES ON SITE TO BE

DEMOLISHED

SEDIMENT FENCE DETAIL

DIRECTIONOF FLOW

DISTURBED

AREA

MAX0.6m

0.2m

WIRE OR

STEEL MESH

GEOTEXTILE

FILTER FABRIC

3m MAX

DETAIL OF

OVERLAPPOSTS DRIVEN

0.6m INTO

GROUND

UNDISTURBED

AREA

GRAVEL SAUSAGE

GUTTER PROTECTION

NB: PROVIDE GRAVEL SAUSAGE AROUND

THE NEAREST DOWNSTREAM COUNCIL

STORMWATER PIT IN THE STREET

COUNCIL PIT

GRAVEL SAUSAGE

BLUE METAL WRAPPED

IN GEOTEXTILE FABRIC

KERB & GUTTER

TEMPORARY CONSTRUCTION

EXIT / ENTRANCE

N.T.S.EXISTING

ROADWAY

GEOTEXTILE

FABRIC

CONSTRUCTION

SITE

0.2m

GRAVEL

50-75mm

RUNOFF FROM PAD

DIRECTED TO SEDIMENT TRAP

BERM

0.3m MIN. HEIGHTM I N L E N G T H 4 .0 m

M I N W I D T H 3 m

N.T.S.

NOTES:• DEMOLITION IS TO BE CARRIED OUT IN

ACCORDANCE WITH AUSTRALIANSTANDARD 2601-1991 THE DEMOLITION OFSTRUCTURES.

• DEMOLITION IS TO BE CARRIED OUT BY AQUALIFIED AND LICENCED DEMOLITIONCOMPANY.

• AS3.1.1 AT ALL TIMES DEMOLITION WORKSHALL BE SUPERVISED BY A COMPETENTPERSON.

• DEMOLISHED HOUSE TO BE RECYCLED ASPER WASTE MANAGEMENT PLAN.

• OBTAIN ALL NECESSARY PERMITS ANDAPPROVALS.

• ALL EXISTING SERVICES TO BEDISCONNECTED AND SEALED BEFOREDEMOLITION.

• REMOVAL OF HAZARDOUS SUBSTANCESSHALL BE CARRIED OUT BY A CONPETENTAND QUALIFIED PERSON.

• REMOVAL OF ASBESTOS SHALL BE INACCORDANCE WITH THE NOHSC (WORKSAFE AUSTRALIA).

• STRUCTURES SHALL BE DEMOLISHEDPROGRESSIVELY, STOREY BY STOREY(SEQUENTIAL METHOD).

• DEMOLISHED MATERIALS SHALL BEREMOVED PROGRESSIVELY AND NOT BEALLOWED TO ACCUMLATE ON SITE.

• DEMOLISHED MATERIALS SHALL NOT BEALLOWED TO FALL FREELY.

• AS3.1.8 THE SITE SHALL BE SECURED AT ALLTIMES AGAINST THE UNAUTHORIZEDENTRY OF PERSONS OR VEHICLES.

EROSION NOTES01. ALL EROSION AND SEDIMENT CONTROL MEASURES TO BE INSPECTED AND MAINTAINED DAILY BY SITE MANAGER.02. MINIMISE DISTURBED AREAS03. ALL STOCKPILES TO BE CLEAR FROM DRAINS, GUTTERS AND FOOTPATHS.04. DRAINAGE TO BE CONNECTED TO STORMWATER SYSTEM AS SOON AS POSSIBLE.05. ROADS AND FOOTPATH TO BE SWEPT DAILY.06. NO MATERIAL TO BE STORED ON FOOTPATH.07. SILT FENCE TO BE CONSTRUCTED AS PER DETAIL SHOWN OR BY USING AN APPROVED EQUIVALENT MEASURE. THE SILT FENCE IS TO BE CONSTRUCTED PRIOR TO ANY OTHER CONSTRUCTION

ACTIVITIES. IT IS TO BE KEPT IN GOOD WORKING ORDER AT ALL TIMES. WHEN APPROXIMATELY 30% FULL OR AS DIRECTED BY COUNCIL’S REPRESENTATIVE

3 m3

37 m3

5 m3

4 m3

10 m3

2 m3


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Dwelling Address:




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Dwelling Address:

MJ/m2


60.0



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Dwelling Address:

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59.2





A3

DRAWING TITLE

SITE PLANDRAWING NUMBER SCALE ISSUE



PROJECT LOCATION


CLIENT

Clients name

CONSULTANTS


PROJECT NUMBER

18005




PROJECT DESCRIPTION


26 8

5

26 5

2

26 7

1 26 7

227 6

9

27 2

026 9

727 0

3

27 2

7

27 4

2

27 3

4

27 6

8

27 4

5

27 4

8

27 4

9

27 1

9

27 1

8

27 0

5

26 6

5

26 5

2

26 5

526 6

9

26 6

626 6

4

26 8

626 8

3

26 6

9

26 2

7

27 1

3

27 3

4

26 5

0

26 7

4

26 6

8

26 3

3

26 9

4

26 9

7

27 1

4

27 0

8

27 0

1

26 8

8

26 8

4

26 9

7

26 3

0

26 2

3

26 2

5

26 1

6

25 9

6

26 0

5

26 2

125 6

8

25 7

6

26 1

0 26 2

3

26 1

5

26 3

8

26 4

7

-72 1

526 0

1

VC

WATER

METER

KE

RB

AN

D G

UT

TE

R

D R I V E

CONCRETE

AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

B R I C KGARAGE

GR

OU

ND

+ B

AL

CO

NY

26.000

26

.00

0

27

.00

0

27.000

27.000

27.000

" TILE ROOF "CLAD COTTAGESINGLE STOREY

NO.17

BM

CU

T O

N K

ER

B

RL 2

7.4

5 A

.H.D

W


INSPECTION

POINT

W


W


W


U/S GUT 32.42W


VER

U/S

GU

T 2

9.2

4


W

U/S GUT 30.65


FIBRO

REAR SETBACK

NO:17 FRONT SETBACK

REAR SETBACK

NO:13 FRONT SETBACK

90

0

1,2

00

1,2

00

90

0

11,480 3,000 21,390 7,000

6,929

11,480 3,000 21,390 7,000

1,4

45

2,5

00

3,6

75

3,6

75

2,5

00

1,4

45

1,4

45

12

,35

01

,44

5

90

06

,72

06

,72

09

00

7,6

20

7,6

20

7,6

20

7,6

20

15

,24

0

9,291

1,5

00

1,5

00

BB

BB5 STAR GAS HOT

WATER SYSTEM

5 STAR GAS HOTWATER SYSTEM

LOW WALL

LOW WALL

BACKYARDAREA 91.04m2

ALFRESCORL 26.950

AREA 17.24m2

ALFRESCORL 26.950

AREA 17.24m2

SY

LV

AN

US

ST

RE

ETBACKYARD

AREA 91.04m2

" TILE ROOF "BRICK RESIDENCETWO STOREY

NO. 13

2000L RWT FOR IRRIGATION OFPLANTS AND LAUNDRY


COUNCILCROSSOVER

DRIVEWAYNEW DRIVEWAY

TO COUNCILREQUIREMENTS



NEW 2 STOREYDUPLEX 1 - RL 27.100


GARAGE

GARAGE

ENTRY

ENTRY

FRONT SETBACK

LOW WALL 1m HIGH

FRONT SETBACK

Basix Notes

The applicant must plant indigenous or low water use species of vegetation throughout thearea of land specified for the dwelling in the "Indigenous species" column of the tablebelow, as private landscaping for that dwelling. (This area of indigenous vegetation is to becontained within the "Area of garden and lawn" for the dwelling specified in the "Descriptionof Project" table).

The applicant must not install a private swimming pool or spa for the dwelling, with avolume exceeding that specified for it in the table below.

The pool or spa must be located as specified in the table.

The applicant must install, for the dwelling, each alternative water supply system, with thespecified size, listed for that dwelling in the table below. Each system must be configured tocollect run-off from the areas specified (excluding any area which supplies any otheralternative water supply system), and to divert overflow as specified. Each system must beconnected as specified.

The applicant must install each hot water system specified for the dwelling in the tablebelow, so that the dwelling’s hot water is supplied by that system. If the table specifies acentral hot water system for the dwelling, then the applicant must connect that centralsystem to the dwelling, so that the dwelling’s hot water is supplied by that central system.

This commitment applies to each room or area of the dwelling which is referred to in aheading to the "Natural lighting" column of the table below (but only to the extent specifiedfor that room or area). The applicant must ensure that each such room or area is fitted witha window and/or skylight.

The applicant must install thephotovoltaic system specified for thedwelling under the “Photovoltaicsystem” heading of the “Alternativeenergy” column of the table below,and connect the system to thatdwelling’s electrical system.

Where there is an in-slab heating orcooling system, the applicant must:(aa) Install insulation with an R-valueof not less than 1.0 around thevertical edges of the perimeter of theslab; or(bb) On a suspended floor, installinsulation with an R-value of not lessthan 1.0 underneath the slab andaround the vertical edges of theperimeter of the slab.

The applicant must construct thefloors and walls of the developmentin accordance with the specificationslisted in the table below.

The applicant must install (or ensurethat the development is serviced by)the alternative water supply system(s) specified in the "Central systems"column of the table below. In eachcase, the system must be sized, beconfigured, and be connected, asspecified in the table.

A swimming pool or spa listed in thetable must not have a volume (in kLs)greater than that specified for thepool or spa in the table.

The applicant must install thesystems and fixtures specified in the"Central energy systems" column ofthe table below. In each case, thesystem or fixture must be of the type,and meet the specifications, listed forit in the table.

CALCULATIONS:SITE AREA = 653.3m2

DUPLEX 1SITE AREA = 326.65m2

GROUND FLOOR = 105.38m2

FIRST FLOOR = 90.55m2

ALFRESCO = 17.24m2

FIRST FLOOR FONT BALCONY = 9.46m2

FIRST FLOOR REAR BALCONY = 5.54m2

VOID = 6.96m2

TOTAL FLOOR AREA:105.38m2 + 90.55m2 = 195.93m2 = FSR 60%

NOTESGROSS FLOOR AREA EXCLUDES BALCONY, ALFRESCO, STAIRWELL (FIRSTFLOOR) AND VOIDS, AREA MEASURED FROM INSIDE SKIN OF EXTERNALWALLS.

DUPLEX 1 LANDSCAPE AREASBACKYARD = 91.04m2 = 27.8% (DEEP SOIL)FRONTYARD TOTAL = 61.38m2 (LANDSCAPED AREA IS43.56m2) = 70.9% OF FRONTYARD AREAPRIVATE OPEN SPACE/ALFRESCO = 17.24m2

OVERALL LANDSCAPED AREA = 134.6m2 = 41.2%

DUPLEX 2SITE AREA = 326.65m2

GROUND FLOOR = 105.38m2

FIRST FLOOR = 90.55m2

ALFRESCO = 17.24m2

FIRST FLOOR FONT BALCONY = 9.46m2

FIRST FLOOR REAR BALCONY = 5.54m2

VOID = 6.96m2

TOTAL FLOOR AREA:105.38m2 + 90.55m2 = 195.93m2 = FSR 60%

NOTESGROSS FLOOR AREA EXCLUDES BALCONY, ALFRESCO, STAIRWELL (FIRSTFLOOR) AND VOIDS, AREA MEASURED FROM INSIDE SKIN OF EXTERNALWALLS.

DUPLEX 2 LANDSCAPE AREASBACKYARD = 91.04m2 = 27.8% (DEEP SOIL)FRONTYARD TOTAL = 61.38m2 (LANDSCAPED AREA IS43.56m2) = 70.9% OF FRONTYARD AREAPRIVATE OPEN SPACE/ALFRESCO = 17.24m2



www.nathers.gov.au

Dwelling Address:




www.nathers.gov.au

Dwelling Address:

MJ/m2


60.0



www.nathers.gov.au

Dwelling Address:

MJ/m2


59.2





A3

DRAWING TITLE

GROUND FLOORDRAWING NUMBER SCALE ISSUE



PROJECT LOCATION


CLIENT

Clients name

CONSULTANTS


PROJECT NUMBER

18005




PROJECT DESCRIPTION


123456789

10

11

12

13

14

15

16

17

18

UP18R x 172

17G x 280

FF

DR

WD

RW

1 2 3 4

1 2 3 4

1 2 3 4

123

1 2

12

D2

-W0

1

D2-W02D2-W03D2-W04

D2-W05

D2

-D0

1

D1

-W0

1

D1-W02D1-W03D1-W04

D1-W05

D1

-D0

1

12345678910

11

12

13

14

15

16

17

18

UP18R x 172

17G x 280

SD

SD

LOUNGE

LOUNGE

3,000 270 4,800 110 3,200 110 1,900110

1,800 110 2,800 110 5,800 270

90

0

1,2

00

90

0

270 2,730 270 7,410 110 7,530 3,000 270 3,600 6,200

11,480 400 2,600 5,180 2,600 870 740 900 610 1,000240

670 2,000 2,410 2,000 2,170

14,480 21,390 7,000

27

02

,05

01

10

2,5

55

1,3

00

27

01

,30

02

,55

51

10

2,0

50

27

0

27

03

,60

51

10

1,3

00

1,3

00

27

01

,30

01

,30

01

10

3,6

05

27

0

27

03

,05

01

10

3,1

55

27

03

,15

51

10

3,0

50

27

0

54

52

,50

05

45

1,4

30

1,5

00

40

01

,50

01

,43

05

45

2,5

00

54

5

90

06

,72

06

,72

09

00

1,2

00

270 2,730 270 7,410 110 7,530 3,270 3,600 6,200

4,000 270 4,800 110 3,200 110 1,900110

1,800 110 2,800 110 5,800 270

11,480 400 2,600 5,180 2,600 870 740 900 610 1,000240

670 2,000 2,410 2,000 2,170

14,480 21,390 7,000

27

03

,30

51

10

1,3

00

11

01

,19

02

70

1,1

90

11

01

,30

01

10

3,3

05

27

0

27

06

,31

52

70

6,3

15

27

0

27

05

,71

56

00

27

06

00

5,7

15

27

0

40

04

,98

57

35

73

54

,98

54

00

1,5

00

6,1

20

6,1

20

1,5

00

1,5

00

1,5

00

DUPLEX 2 GROUND FLOOR RL 27,100

GARAGE RL 27,050

ALFRESCORL 26,950

GARAGE RL 27,000

DUPLEX 1 GROUND FLOORRL 27,100

ALFRESCO26,950

BB

BB

20

00

L R

AIN

WA

TER

TA

NK



LOW WALL2

00

0L

RA

INW

AT

ER T

AN

K

LOW WALL

FOYER

SUBDIVISIONLINE

FEATURE WALL

FOYER

FEATURE WALL

KITCHENDINNIG

TVBBQ

BBQ

SPARE ROOM

SPARE ROOM

KITCHENDINNIG

TV

LDRY

BATH

LDRY

STORAGE UNDERSTAIRS

STORAGE UNDERSTAIRS

ST

AIR

SS

TA

IRS

BA

TH

BATH

BA

TH

FOY

ER

FOY

ER

SY

LV

AN

US

S

TR

EE

T

FEATURE WALL

FEATURE WALL

FRONT SETBACKREAR SETBACK


ENTRY

ENTRYAAAA

LEGENDSD - SMOKE DETECTOR


www.nathers.gov.au

Dwelling Address:




www.nathers.gov.au

Dwelling Address:

MJ/m2


60.0

1, 15 Sylvanus StreetGreenacre, NSW2190 Certificate no.:

Assessor Name:Accreditation no.:Certificate date:

www.nathers.gov.au

Dwelling Address:

MJ/m2


59.2





A3

DRAWING TITLE

FISRT FLOORDRAWING NUMBER SCALE ISSUE



PROJECT LOCATION


CLIENT

Clients name

CONSULTANTS


PROJECT NUMBER

18005




PROJECT DESCRIPTION


123456789

10

11

12

13

14

15

16

17

18

D2

-W0

6

D2

-D0

2

D2-W07D2-W08D2-W09D2-W10

D2

-D0

3

D1

-W0

6

D1

-D0

2

D1-W07D1-W08D1-W09D1-W10

D1

-D0

3

12345678910

11

12

13

14

15

16

17

18

SD

SD

BB

BB

150 2,250 150 1,350 270 3,400 110 5,880 4,850 110 4,000 270 1,500 900

2,400 1,500 270 3,400 110 3,400 110 2,000 110 3,400 110 1,600 110 4,000 270 2,250 150

13,880 270 1,230 3,510 1,270 2,000 760 1,500 760 2,000 1,910 800 6,780 6,200

11,480 11,650 3,490 9,250 7,000

15,380 27,490

150 2,250 150 1,350 270 3,400 110 5,880 4,850 110 4,000 270 1,500 900

2,400 1,500 270 3,400 110 3,400 110 2,000 110 3,400 110 1,600 110 4,000 270 2,250 150

13,880 270 1,230 3,510 1,270 2,000 760 1,500 760 2,000 1,910 800 6,780 6,200

11,480 11,650 3,490 9,250 7,000

15,380 18,620 8,870

27

02

,90

51

10

1,1

00

1,3

00

27

01

,30

01

,10

01

10

2,9

05

27

0

90

0

1,2

00

15

07

50

27

04

,01

51

10

1,2

90

27

01

,29

01

10

4,0

15

27

07

50

15

0

15

01

,02

03

,50

03

50

1,5

00

40

01

,50

03

50

3,5

00

27

04

00

35

01

50

90

04

,12

01

,50

04

00

1,5

00

4,1

20

90

0

90

06

,72

06

,72

09

00

1,2

00

90

0

15

04

50

27

02

,90

51

10

2,4

00

27

02

,40

01

10

2,9

05

27

04

50

15

0

15

07

50

27

02

,90

51

10

2,4

00

27

02

,40

01

10

2,9

05

27

07

50

15

0

15

02

,17

02

70

3,9

95

27

03

,99

52

70

2,1

70

15

0

15

01

50

1,4

20

87

03

,39

52

70

3,3

95

87

01

,42

07

50

15

0

15

05

,83

52

70

5,8

35

15

0

1,5

00

6,1

20

6,1

20

1,5

00

1,8

00

1,8

00

1,5

00

1,5

00

3,2

20

3,2

20

DUPLEX 2FIRST FLOOR RL 30,200

DUPLEX 1 FIRST FLOOR RL 30,200

PLANTER

PLANTER

1.8m PRIVACY SCREEN

1.8m PRIVACY SCREEN

SUBDIVISIONLINE

SY

LV

AN

US

S

TR

EE

T

ENS

ENS

WIR

MASTER BEDROOM

MASTER BEDROOM

TV

WIR

TV

BALCONY

TIM

BE

R S

LAT

S

BALCONY

TIM

BE

R S

LAT

S

BATH

BATH

BEDROOM 1BEDROOM 2

BEDROOM 3

BEDROOM 1BEDROOM 2

BEDROOM 3

TV

RUMPUS

TV

RUMPUS

2°

DEG

FA

LL

RWO

DP

NON TRAFFICABLEROOF

RUMPUS

VOID


RWO

DP

RWO

DP

RWO

DP

2°

DEG

FA

LL

RWO

DPRWO

DP

RWO

DP

RWO

DP

VOID

RUMPUS


FEATUREWALL

FEATUREWALL

EN

SE

NS

RU

MP

US

RU

MP

US

NON TRAFFICABLEROOF

BA

TH

BA

TH

BA

LCO

NY

BA

LCO

NY

AAAA

LEGENDSD - SMOKE DETECTORDP - DOWN PIPERWO - RAIN WATER OUTLET


www.nathers.gov.au

Dwelling Address:




www.nathers.gov.au

Dwelling Address:

MJ/m2


60.0



www.nathers.gov.au

Dwelling Address:

MJ/m2


59.2





A3

DRAWING TITLE

ROOFDRAWING NUMBER SCALE ISSUE



PROJECT LOCATION


CLIENT

Clients name

CONSULTANTS


PROJECT NUMBER

18005




PROJECT DESCRIPTION


BB

BB

1,8

00

1,8

00

270 2,250 150

3,510 15,110 270 2,400

3,510 15,110 2,670

15,380 21,290 6,200

270 650150

1,600

270 2,250 150

4,860 15,110 270 2,400

15,380 21,290 6,200

15

05

,72

01

50

1,5

00

15

03

,82

01

50

6,0

20

1,5

00

4,1

20

1,8

00

5,8

20

5,8

20

1,8

00

1,8

00

5,8

20

5,8

20

1,8

00

1,8

00

1,8

00

3,2

20

3,2

20

20

0

20

02

00

20

0

1,4

20

4,2

65

27

04

,26

51

,42

0

1,4

20

4,4

00

4,4

00

1,4

20

3,510 15,110 2,670

5,6

85

27

05

,68

5

RL 33,000

RL 33,000

PARAPET

PARAPET

PARAPET

PARAPET

SUBDIVISIONLINE

SY

LV

AN

US

S

TR

EE

T

4°

DEG

FA

LL

4°

DEG

FA

LL

4°

DEG

FA

LL

4°

DEG

FA

LL



METAL ROOFING

METAL ROOFING

FLAT ROOF

FLAT ROOF

ME

TA

L B

EA

MS

AB

OV

E P

LAN

TE

R

AAAA

LEGENDDP - DOWN PIPERWO - RAIN WATER OUTLET


www.nathers.gov.au

Dwelling Address:




www.nathers.gov.au

Dwelling Address:

MJ/m2


60.0



www.nathers.gov.au

Dwelling Address:

MJ/m2


59.2





A3

DRAWING TITLE

CONCEPT LANDSCAPEDRAWING NUMBER SCALE ISSUE



PROJECT LOCATION


CLIENT

Clients name

CONSULTANTS


PROJECT NUMBER

18005




PROJECT DESCRIPTION


TURF & GARDEN EDGE DETAIL

SECTION

PLAN

BRICK GARDEN EDGE DETAIL

GROUND PREPARATION

GRASSED AREA: TURF USING

IMPORTED TOPSOIL DETAIL

GROUND PREPARATION

PLANTING AREA USING

IMPORTED TOPSOIL DETAIL

SHRUB PLANTING IN GARDEN BED

1.5x

ROOTBALL

DEPTH

2x ROOTBALL DIA

2 STAKES PER 35L PLANT

1 STAKE PER 25L PLANT

2x ROOTBALL

DEPTH

TREE PLANTING

IN GARDEN BED

EXISTING TREE

PROTECTION DETAIL

60

0m

m1

80

0m

m

BRICK GARDEN EDGE

WITH 10mm MORTAR

100 DEPTH MULCH

PINEBARK NUGGETSSELECTED TURF

100mm TOP SOIL

MORTAR BED

3:1 1 SAND: CEMENT MIX

SUB-GRADE BROKEN

UP TO 100mm DEPTH

RETAIN CONSTANT FALL

TO BRICK-ON-FLAT

10mm MORTAR JOINT

GARDEN AREA:

REFER GARDEN BED

PREPARATION DETAIL

LAWN AREA:

REFER TYPICAL

TURFING DETAIL

BRICK-ON-FLAT

MORTAR HAUNCH

AND BEDDING

100x200mm 20Mpa

CONCRETE FOOTING

PAVING OR EDGING AS DETAILED

AND INDICATED ON LANDSCAPING PLAN

FINISH TURN FLUSH WITH

SURROUNDING EDGES

TURF SPECIES AS INDICATED

ON LANDSCAPE PLAN

100mm DEPTH TOPSOIL MIX

CULTIVATED SUB BASE 150mm

FINISH MULCH SURFACE FLUSH WITH

SURROUNDING EDGES ALLOW

FOR SETTLEMENT

MULCH

IMPORTED TOPSOIL MIX WITH

COMPOST AND FERTILIZER

CULTIVATED OR RIPPED SUB BASE

PAVING OR EDGING

SELECTED

PLANTING

MOUNDED

WATER BASIN

100mm DEPTH MULCH

PINEBARK NUGGETS

ROOTBALL

BACKFILL WITH 3:1 MIXTURE

OF TOPSOIL AND SPENT

MUSHROOM COMPOSTE

FRETILIZER

SUB-GRADE BROKEN

UPTO100mm DEPTH

1800x38x38 HARDWOOD

STAKE DRIVEN VERTICALLY

INTO SOIL UNTIL FIRM

SELECTED PLANTING

50 WIDE WEBBING TIE

CROSSED TO FORM A

FIGURE 8 AND STAPLED

TO STAKE

MOUNDED WATER BASIN

100mm DEPTH MULCH

PINEBARK NUGGETS

ROOTBALL

BACKFILL WITH 3:1 MIXTURE

OF TOPSOIL AND SPENT

MUSHROOM COMPOSTE

FRETILIZER

SUB-GRADE BROKEN

UPTO100mm DEPTH

EXISTING TREE TO

BE RETAINED AND

PROTECTED

3mm WIRE

3 STRANDS

2400mm PICKETS/

STAKES (METAL)

26 8

5

26 5

2

26 7

1 26 7

227 6

9

27 2

026 9

727 0

3

27 2

7

27 4

2

27 3

4

27 6

8

27 4

5

27 4

8

27 4

9

27 1

9

27 1

8

27 0

5

26 6

5

26 5

2

26 5

526 6

9

26 6

626 6

4

26 8

626 8

3

26 6

9

26 2

7

27 1

3

27 3

4

26 5

0

26 7

4

26 6

8

26 9

4

26 9

7

27 1

4

27 0

8

27 0

1

26 8

8

26 8

4

26 9

7

26 3

0

26 2

3

26 2

5

26 1

6

25 9

6

26 0

5

26 2

125 6

8

25 7

6

26 1

0 26 2

3

26 1

5

26 3

8

26 4

7

-72 1

526 0

1

VC

WATER

METER

KE

RB

AN

D G

UT

TE

R

D R I V E

CONCRETE

AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

B R I C KGARAGE

GR

OU

ND

+ B

AL

CO

NY

26.000

26

.00

0

27

.00

0

27.000

27.000

27.000

" TILE ROOF "CLAD COTTAGESINGLE STOREY

NO.17

BM

CU

T O

N K

ER

B

RL 2

7.4

5 A

.H.D

W

SILL OF WINDOW 30.7

INSPECTION

POINT

W


W


W

U/S GUT 32.42W


VER

U/S

GU

T 2

9.2

4


W

U/S GUT 30.65

RIDGE 33.0


FIBRO

REAR SETBACK

NO:17 FRONT SETBACK

REAR SETBACK

NO:13 FRONT SETBACK

90

0

1,2

00

1,2

00

90

0

11,480 3,000 21,390 7,000

6,929

11,480 3,000 21,390 7,000

1,4

45

2,5

00

3,6

75

3,6

75

2,5

00

1,4

45

1,4

45

12

,35

01

,44

5

90

06

,72

06

,72

09

00

7,6

20

7,6

20

7,6

20

7,6

20

15

,24

0

9,291

1,5

00

1,5

00

BB

BB5 STAR GAS HOT

WATER SYSTEM


LOW WALLOUTDOORCLOTHES LINE

OUTDOORCLOTHES LINE

FRONT FENCE1M HIGH

FRONT FENCE1M HIGH

LOW WALL


ALFRESCORL 26.950

AREA 17.24m2

ALFRESCORL 26.950

AREA 17.24m2

SY

LV

AN

US

ST

RE

ET

GRASS

GRASS

GRASS

GRASS


" TILE ROOF "BRICK RESIDENCE



LOW WATER SPECIES LILLY PILLY(SYZYGIUM LUEHMANNII)

LOW WATER SPECIES LILLY PILLY(SYZYGIUM LUEHMANNII)

INDIGENOUS PLANTS PAROOLILY/NARROW LEAF

BOTTLEBRUSH

INDIGENOUS PLANTS PAROOLILY/NARROW LEAF

BOTTLEBRUSH

MAIL BOX

MAIL BOX

COUNCILCROSSOVER







GARAGE

GARAGE

ENTRY

ENTRY

FRONT SETBACK

LOW WALL 1m HIGH

FRONT SETBACK

TURFExcavate / grade all areas to be turfed

to 120mm below required finished

levels. Do not excavate within

1500mm of the trunk of any existing

tree to be retained. Ensure that all

surface water runoff is directed

towards the inlet pits, kerbs etc.. and

away from buildings. Ensure that no

pooling or ponding will occur. Rip the

subgrade to 150mm. Install 100mm

depth of imported topsoil. Just prior to

spreading the turf, spread "Shirley's

No.17 lawn fertilizer" over the topsoil

at the recommended rate. Lay "Kikuyu"

turf rolls closely butted. Fill any small

gaps with topsoil. Water thoroughly.

Brick Garden EdgingLay a single coarse of paving bricks in

a mortar haunch (200mm wide and

100mm deep). The edges are to be

laid in even curves and straight line as

shown on the plan. Where tight curves

are shown use half bricks to show a

more even curve. The top of the edge

is to finish flush with the adjacent turf

and mulch levels.

Planting areasEnsure that the mass planting areas

have been excavated to 300 below

finished levels. Rip to a further depth

of 150mm. Supply and install 300mm

soil mix. Soil mix to comprise of one

part approved compost to three parts

topsoil. Topsoil shall be either

imported topsoil or stockpiled site

topsoil (if suitable ie: No clay) Install

75mm depth of selected mulch.

Note: Maintenance:All landscape works are to be

maintained for a period of three

months from the date of practical

completion. This includes all watering,

weeding, spraying and re-mulching

necessary to achieve vigorous growth.

Any defects which arise during this

period are to be rectified immediately.

Any plants or areas of turf which fail

during this period are to be replaced at

no additional cost.

DUPLEX 1 LANDSCAPE AREASBACKYARD = 91.04m2 = 27.8% (DEEP SOIL)FRONTYARD TOTAL = 61.38m2 (LANDSCAPED AREA IS 43.56m2) =70.9% OF FRONTYARD AREAPRIVATE OPEN SPACE/ALFRESCO = 17.24m2


DUPLEX 2 LANDSCAPE AREASBACKYARD = 91.04m2 = 27.8% (DEEP SOIL)FRONTYARD TOTAL = 61.38m2 (LANDSCAPED AREA IS 43.56m2) =70.9% OF FRONTYARD AREAPRIVATE OPEN SPACE/ALFRESCO = 17.24m2



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A3

DRAWING TITLE

ELEVATIONS E and W - SECTION BBDRAWING NUMBER SCALE ISSUE



PROJECT LOCATION


CLIENT

Clients name

CONSULTANTS


PROJECT NUMBER

18005




PROJECT DESCRIPTION


+27,010

6,2

02

6,5

01

3,4

02

3,7

01

GROUND FLOOR RL 27,100

FIRST FLOOR RL 30,200

RIDGE RL 33,250

2,7

00

40

02

,60

04

50CEILING

RL 32,800

4,500

+26,940

4,500

GARAGE DOOR

D2-D02 D2-W06 D1-W06 D1-D02

D1-W01D2-W01

SLIDING DOOR

FRAMELESS GLASSBALUSTRADE

NATURALGROUND LEVEL

PLANTERCRCR

MAX HIEGHT 9.5m

CEILING

METAL BEAMSABOVE PLANTER

ENTRY DOOR

+26,210 +26,250 +26,300

4,1

02

4,1

96

4,500

4,500



RIDGE RL 33,250

2,7

00

40

02

,60

04

50CEILING

RL 32,800

6,5

02

6,5

96

D1-D03 D2-D03

D1-D01 D2-D01

SLIDING DOORFRAMELESS GLASSBALUSTRADE

NATURALGROUND LEVEL

SLIDING DOOR

NON TRAFFICABLE ROOF


CR

CR

MAX HIEGHT 9.5m

CEILING

+26,600+26,800

3,5

75

3,0

00

2,6

00

37

4

3,8

45

54

8

24

2

38

1



RIDGE RL 33,250

2,7

00

40

02

,60

04

50CEILING

RL 32,800

4,500 6,2

24

5,9

92

4,500

FOOTINGS TOENGINEERING DETAIL

COMPACT FILL

CONCRETE FLOORING

NATURALGROUND LEVEL

SUSPENDED CEILINGINSULATIONS REFER TOBASIX REPORT

RC SLAB TOENGINEERS DETAIL

CAVITY BRICK WALL

STAIRS TO LAUNDRY

4 DEG METAL ROOF

GARAGEGARAGE

MASTER BEDROOM MASTER BEDROOM

MAX HIEGHT 9.5m

CEILING

NO: 17 SYLVANUS ST NO: 13 SYLVANUS ST

RIDGE RL 34.90

RIDGE RL 33.25

RIDGE RL 33.00

EAST ELEVATION1:200

WEST ELEVATION1:200

BB BUILDING SECTION1:200

STREETSCAPE ELEVATION1:200

LEGENDCR - CEMENT RENDERFB - FACE BRICKAW - ALUMINIUM WINDOWOW- OPAQUE WINDOW


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A3

DRAWING TITLE

ELEVATIONS S and N - SECTION AADRAWING NUMBER SCALE ISSUE



PROJECT LOCATION


CLIENT

Clients name

CONSULTANTS


PROJECT NUMBER

18005




PROJECT DESCRIPTION


+26,150+26,470

+27,080 +27,140

6,4

35

1,8

00



RIDGE RL 33,250

2,7

00

40

02

,60

04

50

6,1

89

90

07

00

1,5

00

90

0

1,6

00

70

0

1,4

00

90

0

1,6

00

70

0

1,5

00

90

0

1,7

00

70

0

4,0

71

3,3

60

CEILING RL 32,800

6,9

71

D2-W10D2-W09

D2-W08D2-W07

D2-W02D2-W03

D2-W04

D2-W05

DIVIDING WALL

GARAGE ENTRY

NATURAL GROUNDLEVEL


1.8m HIGH PRIVACY SCREEN

PARAPET

NATURAL GROUNDLEVEL

4 DEG METAL ROOF PARAPET

MAX HIEGHT 9.5m

ALFRESCO

CR

OW

SIT

E B

DR

Y

SIT

E B

DR

Y

SY

LVA

NU

S S

T

CEILINGFB

FRONTYARD

BACKYARD

OW

OW

+26,520+26,290 +26,210

+26,050

6,6

48

6,5

61

4,1

77

1,6

00

70

0

1,4

00

90

0

1,7

00

70

0

1,5

00

90

0

1,7

00

70

0

90

07

00

1,6

00

70

0

1,4

00

90

0

3,7

61

1,8

00



RIDGE RL 33,250

2,7

00

40

02

,60

04

50CEILING

RL 32,800

7,0

77


D1-W07D1-W08

D1-W09D1-W10

D1-W05

D1-W04D1-W03

D1-W02


DIVIDING WALL

GARAGE ENTRY

NATURAL GROUNDLEVEL NATURAL GROUND

LEVEL

PARAPET 4 DEG METAL ROOF

MAX HIEGHT 9.5m

FRONTYARD

ALFRESCOCR

SIT

E B

DR

Y

SIT

E B

DR

YS

YLV

AN

US

ST

CR

OW OW

OW

BACKYARD

CEILING

+26,910

+26,380+26,200

75

1

2,7

00

2,6

00

4,1

21 6,4

51

5,9

33

24

9

2,6

00

6,2

96



RIDGE RL 33,250

2,7

00

40

02

,60

04

50CEILING

RL 32,800

7,0

21


CONCRETE FLOORING

FOOTINGS TOENGINEERING DETAIL

NATURALGROUND LEVEL COMPACT FILL

DIVIDING WALL

ENTRY DOOR

NATURAL GROUNDLEVEL



STORAGE UNDERSTAIRS

PARAPET4 DEG METAL ROOF

MAX HIEGHT 9.5m

BACKYARD

ALFRESCODUPLEX 2 LOUNGE/DINING

SIT

E B

DR

Y

SIT

E B

DR

Y

SY

LVA

NU

S S

T

FRONTYARDBEDROOM 3

FOYER ENRTY

RUMPUS CORRIDOR

CEILING

MASTERBEDROOM

SOUTH ELEVATION1:200

NORTH ELEVATION1:200

AA BUILDING SECTION1:200

LEGENDCR - CEMENT RENDERFB - FACE BRICKAW - ALUMINIUM WINDOWOW- OPAQUE WINDOW


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A3

DRAWING TITLE

FINISHES SCHEDULEDRAWING NUMBER SCALE ISSUE



PROJECT LOCATION


CLIENT

Clients name

CONSULTANTS


PROJECT NUMBER

18005




PROJECT DESCRIPTION


A

A

B

E

F

C

D

B

C

D

E

F

G

G

CEMENT RENDERDULUXNATURAL WHITE

TIMBER SLATSCONCRETE TITANIUMBLACK

WOODEN DOOR

WOODENGARAGE DOOR

ALUMINIUM FRAMESPOWDER COATEDBLACK

CEMENT RENDERDULUXRAKU


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A3

DRAWING TITLE

EXISTING SHADOW DIAGRAMSDRAWING NUMBER SCALE ISSUE



PROJECT LOCATION


CLIENT

Clients name

CONSULTANTS


PROJECT NUMBER

18005




PROJECT DESCRIPTION


AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

GR

OU

ND

+ B

AL

CO

NY

W

W

W W

U/S GUT 32.42

W

U/S

GU

T 2

9.2

4

WW

U/S GUT 30.65

RIDGE 33.0

W

FIBRO

SY

LV

AN

US

S

TR

EE

T

AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

GR

OU

ND

+ B

AL

CO

NY

W

W

W W

U/S GUT 32.42

W

U/S

GU

T 2

9.2

4

WW

U/S GUT 30.65

RIDGE 33.0

W

FIBRO

SY

LV

AN

US

S

TR

EE

T

AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

GR

OU

ND

+ B

AL

CO

NY

W

W

W W

U/S GUT 32.42

W

U/S

GU

T 2

9.2

4

WW

U/S GUT 30.65

RIDGE 33.0

W

FIBRO

SY

LV

AN

US

S

TR

EE

T

AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

GR

OU

ND

+ B

AL

CO

NY

W

W

W W

U/S GUT 32.42

W

U/S

GU

T 2

9.2

4

WW

U/S GUT 30.65

RIDGE 33.0

W

FIBRO

SY

LV

AN

US

S

TR

EE

T

AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

GR

OU

ND

+ B

AL

CO

NY

W

W

W W

U/S GUT 32.42

W

U/S

GU

T 2

9.2

4

WW

U/S GUT 30.65

RIDGE 33.0

W

FIBRO

SY

LV

AN

US

S

TR

EE

T

AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

GR

OU

ND

+ B

AL

CO

NY

W

W

W W

U/S GUT 32.42

W

U/S

GU

T 2

9.2

4

WW

U/S GUT 30.65

RIDGE 33.0

W

FIBRO

SY

LV

AN

US

S

TR

EE

T

AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

GR

OU

ND

+ B

AL

CO

NY

W

W

W W

U/S GUT 32.42

W

U/S

GU

T 2

9.2

4

WW

U/S GUT 30.65

RIDGE 33.0

W

FIBRO

SY

LV

AN

US

S

TR

EE

T

AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

GR

OU

ND

+ B

AL

CO

NY

W

W

W W

U/S GUT 32.42

W

U/S

GU

T 2

9.2

4

WW

U/S GUT 30.65

RIDGE 33.0

W

FIBRO

SY

LV

AN

US

S

TR

EE

T

AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

GR

OU

ND

+ B

AL

CO

NY

W

W

W W

U/S GUT 32.42

W

U/S

GU

T 2

9.2

4

WW

U/S GUT 30.65

RIDGE 33.0

W

FIBRO

SY

LV

AN

US

S

TR

EE

T

WINTER 22/069 AM

WINTER 22/0612 PM

WINTER 22/063 PM

EQUINOX 22/099 AM

EQUINOX 22/0912 PM

EQUINOX 22/093 PM

SUMMER 22/129 AM

SUMMER 22/1212 PM

SUMMER 22/123 PM




A3

DRAWING TITLE

PROPOSED SHADOW DIAGRAMSDRAWING NUMBER SCALE ISSUE



PROJECT LOCATION


CLIENT

Clients name

CONSULTANTS


PROJECT NUMBER

18005




PROJECT DESCRIPTION


AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

GR

OU

ND

+ B

AL

CO

NY

W

W

W W

U/S GUT 32.42

W

U/S

GU

T 2

9.2

4

WW

U/S GUT 30.65

RIDGE 33.0

W

FIBRO

SY

LV

AN

US

S

TR

EE

T

AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

GR

OU

ND

+ B

AL

CO

NY

W

W

W W

U/S GUT 32.42

W

U/S

GU

T 2

9.2

4

WW

U/S GUT 30.65

RIDGE 33.0

W

FIBRO

SY

LV

AN

US

S

TR

EE

T

AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

GR

OU

ND

+ B

AL

CO

NY

W

W

W W

U/S GUT 32.42

W

U/S

GU

T 2

9.2

4

WW

U/S GUT 30.65

RIDGE 33.0

W

FIBRO

SY

LV

AN

US

S

TR

EE

T

AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

GR

OU

ND

+ B

AL

CO

NY

W

W

W W

U/S GUT 32.42

W

U/S

GU

T 2

9.2

4

WW

U/S GUT 30.65

RIDGE 33.0

W

FIBRO

SY

LV

AN

US

S

TR

EE

T

AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

GR

OU

ND

+ B

AL

CO

NY

W

W

W W

U/S GUT 32.42

W

U/S

GU

T 2

9.2

4

WW

U/S GUT 30.65

RIDGE 33.0

W

FIBRO

SY

LV

AN

US

S

TR

EE

T

AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

GR

OU

ND

+ B

AL

CO

NY

W

W

W W

U/S GUT 32.42

W

U/S

GU

T 2

9.2

4

WW

U/S GUT 30.65

RIDGE 33.0

W

FIBRO

SY

LV

AN

US

S

TR

EE

T

AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

GR

OU

ND

+ B

AL

CO

NY

W

W

W W

U/S GUT 32.42

W

U/S

GU

T 2

9.2

4

WW

U/S GUT 30.65

RIDGE 33.0

W

FIBRO

SY

LV

AN

US

S

TR

EE

T

AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

GR

OU

ND

+ B

AL

CO

NY

W

W

W W

U/S GUT 32.42

W

U/S

GU

T 2

9.2

4

WW

U/S GUT 30.65

RIDGE 33.0

W

FIBRO

SY

LV

AN

US

S

TR

EE

T

AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

GR

OU

ND

+ B

AL

CO

NY

W

W

W W

U/S GUT 32.42

W

U/S

GU

T 2

9.2

4

WW

U/S GUT 30.65

RIDGE 33.0

W

FIBRO

SY

LV

AN

US

S

TR

EE

T

WINTER 22/069 AM

WINTER 22/0612 PM

WINTER 22/063 PM

EQUINOX 22/099 AM

EQUINOX 22/0912 PM

EQUINOX 22/093 PM

SUMMER 22/129 AM

SUMMER 22/1212 PM

SUMMER 22/123 PM




A3

DRAWING TITLE

PROPOSED ELEVATION SHADOWDIAGRAMSDRAWING NUMBER SCALE ISSUE



PROJECT LOCATION


CLIENT

Clients name

CONSULTANTS


PROJECT NUMBER

18005




PROJECT DESCRIPTION


GUT 30.65

RIDGE 33.00

GUT 30.65

RIDGE 33.00

GUT 30.65

RIDGE 33.00

GUT 30.65

RIDGE 33.00

GUT 30.65

RIDGE 33.00

GUT 30.65

RIDGE 33.00

GUT 30.65

RIDGE 33.00

WINTER 22/069 AM

WINTER 22/0610 AM

WINTER 22/0611 AM

WINTER 22/062 PM

WINTER 22/061 PM

WINTER 22/0612 PM

WINTER 22/063 PM

No: 17 SYLVANUS ST

No: 30 FAYE AVE


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A3

DRAWING TITLE

WINDOWS AND DOORS SCHEDULEDRAWING NUMBER SCALE ISSUE



PROJECT LOCATION


CLIENT

Clients name

CONSULTANTS


PROJECT NUMBER

18005




PROJECT DESCRIPTION


Element ID D1-W01 D1-W02 D1-W03 D1-W04 D1-W05 D1-W06 D1-W07 D1-W08 D1-W09 D1-W10 D2-W01 D2-W02

Home Story Name Ground Floor Ground Floor Ground Floor Ground Floor Ground Floor First Floor First Floor First Floor First Floor First Floor Ground Floor Ground Floor

W x H Size 1.430×2.900 2.000×0.700 2.000×0.900 1.000×0.700 2.600×0.700 1.500×1.900 0.800×0.700 2.000×0.900 1.500×0.700 2.000×0.900 1.430×2.900 2.000×0.700

Sill height 0.000 1.700 1.500 1.700 0.900 0.700 1.700 1.500 1.700 1.500 0.000 1.700

Head height 2.900 2.400 2.400 2.400 1.600 2.600 2.400 2.400 2.400 2.400 2.900 2.400

GlassType Glass - Clear Glass - Clear Glass - Clear Glass - Opaque Glass - Clear Glass - Clear Glass - Opaque Glass - Clear Glass - Opaque Glass - Clear Glass - Clear Glass - Clear

View from Side Oppositeto Opening Side

Window Schedule

Element ID D2-W03 D2-W04 D2-W05 D2-W06 D2-W07 D2-W08 D2-W09 D2-W10

Home Story Name Ground Floor Ground Floor Ground Floor First Floor First Floor First Floor First Floor First Floor

W x H Size 2.000×0.900 1.000×0.700 2.600×0.700 1.500×1.900 0.800×0.700 2.000×0.900 1.500×0.700 2.000×0.900

Sill height 1.500 1.700 0.900 0.700 1.700 1.500 1.700 1.500

Head height 2.400 2.400 1.600 2.600 2.400 2.400 2.400 2.400

GlassType Glass - Clear Glass - Opaque Glass - Clear Glass - Clear Glass - Opaque Glass - Clear Glass - Opaque Glass - Clear


Window Schedule

Element ID D1-D01 D1-D02 D1-D03 D2-D01 D2-D02 D2-D03

Home Story Name Ground Floor First Floor First Floor Ground Floor First Floor First Floor

W x H Size 5,235×2,900 3,500×2,600 3,395×2,600 5,235×2,900 3,500×2,600 3,395×2,600

Sill height 0 0 0 0 0 0

Head height 2,900 2,600 2,600 2,900 2,600 2,600


Door Schedule


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A 28/01/2020 ISSUE FOR APPROVAL RM A4Drawing Title

NOTIFICATIONS

Drawing Status


Project Description

NEW SEMI DETACHED DUPLEX 2 STOREY

Project Location15 Sylvanus StreetGreenacre NSW 2190AustraliaLOT 19 SEC 7DP 845

Project Number

18005


Drawing Number Scale Issue

DA 70 1:300 A

DEVELOPMENT APPLICATIONDo not scale drawings. Use figured dimensions only. Check & verify levels and dimensions on siteprior to the commencement of any work, the preparation of shop drawings or the fabrication ofcomponents.

This drawing is the copyright of RM Designers and is protected under the Copyright Act 1968. Donot alter, reproduce or transmit in any form or by any means without the express permission of RMDesigners.

ClientClients nameConsultants1. CEDAR SURVEYING SERVICES PTY LTD2. ENVISION ENERGY3. MBC ENGINEERING

+27,010

6,20

2

6,50

1

3,40

2

3,70

1



RIDGE RL 33,250

2,70

040

02,

600

450CEILING

RL 32,800

4,500

+26,940

4,500

GARAGE DOOR

D2-D02 D2-W06 D1-W06 D1-D02

D1-W01D2-W01

SLIDING DOOR


NATURALGROUND LEVEL

PLANTERCRCR

MAX HIEGHT 9.5m

CEILING

METAL BEAMSABOVE PLANTER

ENTRY DOOR

+26,210 +26,250 +26,300

4,10

2

4,19

6

4,500

4,500



RIDGE RL 33,250

2,70

040

02,

600

450CEILING

RL 32,800

6,50

2

6,59

6

D1-D03 D2-D03

D1-D01 D2-D01

SLIDING DOORFRAMELESS GLASSBALUSTRADE

NATURALGROUND LEVEL

SLIDING DOOR



CR

CR

MAX HIEGHT 9.5m

CEILING

+26,520+26,290 +26,210

+26,050

6,64

8

6,56

1

4,17

7

1,60

070

0

1,40

090

0

1,70

070

0

1,50

090

0

1,70

070

0

900

700

1,60

070

0

1,40

090

0

3,76

1

1,80

0



RIDGE RL 33,250

2,70

040

02,

600

450CEILING

RL 32,800

7,07

7


D1-W07D1-W08

D1-W09D1-W10

D1-W05

D1-W04D1-W03

D1-W02


DIVIDING WALL

GARAGE ENTRY

NATURAL GROUNDLEVEL NATURAL GROUND

LEVEL

PARAPET 4 DEG METAL ROOF

MAX HIEGHT 9.5m

FRONTYARD

ALFRESCOCR

SIT

E B

DR

Y

SIT

E B

DR

YS

YLV

AN

US

ST

CR

OW OW

OW

BACKYARD

CEILING

+26,150+26,470

+27,080 +27,140

6,43

5

1,80

0



RIDGE RL 33,250

2,70

040

02,

600

450

6,18

9

900

700

1,50

090

0

1,60

070

0

1,40

090

0

1,60

070

0

1,50

090

0

1,70

070

0

4,07

1

3,36

0

CEILING RL 32,800

6,97

1

D2-W10D2-W09

D2-W08D2-W07

D2-W02D2-W03

D2-W04

D2-W05

DIVIDING WALL

GARAGE ENTRY

NATURAL GROUNDLEVEL



PARAPET

NATURAL GROUNDLEVEL

4 DEG METAL ROOF PARAPET

MAX HIEGHT 9.5m

ALFRESCO

CR

OW

SIT

E B

DR

Y

SIT

E B

DR

Y

SY

LVA

NU

S S

T

CEILINGFB

FRONTYARD

BACKYARD

OW

OW

26 8

5

26 5

2

26 7

1 26 7

227 2

026 9

727 0

3

27 2

7

27 4

2

27 3

4

27 6

8

27 4

5

27 4

8

27 4

9

27 1

9

27 1

8

27 0

5

26 6

5

26 5

2

26 5

526 6

9

26 6

626 6

4

26 8

626 8

3

26 6

9

26 2

7

27 1

3

27 3

4

26 5

0

26 7

4

26 6

8

26 9

4

26 9

7

27 1

4

27 0

8

27 0

1

26 8

8

26 8

4

26 9

7

26 3

0

26 2

3

26 2

5

26 1

6

25 9

6

26 0

5

26 2

125 6

8

25 7

6

26 1

0 26 2

3

26 1

5

26 3

8

26 4

7

-72 1

526 0

1

VC

WATER

METER

KE

RB

AN

D G

UT

TE

R

D R I V E

CONCRETE

AW

NIN

G

VE

RA

ND

AH

AW

NIN

G

B R I C KGARAGE

GR

OU

ND

+ B

AL

CO

NY

26.000

26

.00

0

27

.00

0

27.000

27.000

27.000

NO.17

BM

CU

T O

N K

ER

B

RL 2

7.4

5 A

.H.D

W

SILL OF WINDOW 30.7

INSPECTION

POINT

W


W


W

U/S GUT 32.42W


VER

U/S

GU

T 2

9.2

4


W

U/S GUT 30.65


REAR SETBACK

NO:17 FRONT SETBACK

REAR SETBACK

NO:13 FRONT SETBACK

900

1,20

01,

200

900

11,480 3,000 21,390 7,000

6,929

11,480 3,000 21,390 7,000

1,44

52,

500

3,67

53,

675

2,50

01,

445

1,44

512

,350

1,44

5

900

6,72

06,

720

900

7,62

07,

620

7,62

07,

620

15,2

40

9,291

1,50

01,

500

BB

BB5 STAR GAS HOT

WATER SYSTEM


LOW WALL

LOW WALL


ALFRESCORL 26.950

AREA 17.24m2

ALFRESCORL 26.950

AREA 17.24m2

SY

LV

AN

US

ST

RE

ETBACKYARD

AREA 91.04m2

" TILE ROOF "BRICK RESIDENCE



COUNCILCROSSOVER







GARAGE

GARAGE

ENTRY

ENTRY

FRONT SETBACK

LOW WALL 1m HIGH

FRONT SETBACK

EAST ELEVATION1:300

WEST ELEVATION1:300

NORTH ELEVATION1:300

SOUTH ELEVATION1:300

SITE PLAN1:300


www.nathers.gov.au

Dwelling Address:




www.nathers.gov.au

Dwelling Address:

MJ/m2


60.0



www.nathers.gov.au

Dwelling Address:

MJ/m2


59.2


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