SMH 72°39'2 90° 31

SEWER CONNECTION POSITIONAPPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION

9.350.001.24

N

88

446m²

LOT :

:SUBURB

ROSS NORTH REF

SCALE @ A3

:

:

LOT

DRAINAGEC

ON

FIR

M

NO

SER

VIC

E

AVAI

LABL

E

LOC

ATED

WATER

O/H

U/G

GAS

POWER

TELE.

SEWERAGE

LOT RECORDS

SERVICE

STATUS

APPROX.AHD +8.77m

DISTANCECOASTAL

AREA:LOT:

AREA:

ACCURATE GEODETIC CONNECTION.

APPROXIMATE AHD CONNECTION ONLY,HEIGHT RESTRICTIONS REQUIRE

POSITION & / OR AVAILABILITY ON SITE.BUILDER / CLIENT TO CONFIRMSERVICES MARKED CONFIRM REQUIRE

SERVICE LEGEND

SWAS. WIRE ANCHOR

POWER

PP

CP

LP

SP

LIGHT POLE

STAY POLE

CONSUMER POLE

POWER POLE

UNI PILLAR

ECEXPOSED CABLES

GAS

METER GM

PRE-LAID CONN. GPL

IS

IO

INSPECT. SHAFT

INSPECT. OPENING

SEWERAGE

HOUSE CONNECTION HC

MANHOLE SMH

HCIHOUSE CONN.INDICATOR

ISCINSPECT. SHAFTCONNECTION

PIT

TELE.TEL

PRE-LAID CONN. TPL

DRAINAGEMANHOLE

GULLY PIT

DMH

LOT PIT LDP

HOUSE CONN.

SIDE ENTRY PIT

COMBINATIONENTRY PIT

DHC

WATER METER M

STOP VALVE

FLUSH POINT

WATER TAP

HYDRANT

WATER

WTP

HY

FP

WSV

PRE-LAID CONN. WPL

PF

PD

PG

PEG FOUND

PEG DISTURBED

PEG GONE

DATUM NAIL

STAKE FOUND STF

SURVEY

TITLE : FEATURE & CONTOUR SURVEY AUTHORITY :

ES:GPS:UBD REFSURVEYED DWG No REV

Easements, Caveats, Covenants etc. All SERVICES require verification from the relevant AUTHORITY - suggest contacting "Dial Before You Dig"for underground services & a site inspection.

boundary POSITION is APPROXIMATE & requires survey confirmation - Check Landgate Plan & Certificate of Title for Encumbrances includingThis PLAN is current at the Surveyed Date, NOT FOR CONSTRUCTION purposes without site corroboration. The cadastralNOTE

c STANDFAST NOMINEES 1996

TITLE PLAN C/T

E: [email protected]: (08) 9354 8511 W: linkssurveying.com.au

GROUND COVERSANDY / WEED / BUILDING RUBBLE

BASS RD

30.

17

10.06

31.61

19.49 72°39'2"

107°

20'58

"

90°

90°

1.6m HIGH FIBRO FENCEPOOR COND.

1.6m

HIG

H F

IBR

O F

ENC

EPO

OR

CO

ND

.


PF PF

PFPF

DATUM NAIL 10.00m ASSUMED VALUE


BLOCK KERB

POOR COND.CONC. D/WAY

POOR COND.

0.1m ØPVC CONDUIT

PP

CP

SP

HC

10.5 0

10.50

10.5

0

10.5

0

10 .50

10 .5 0

10 .50

BULL CREEK89 No. 35/B BASS RD

88751:200

CITY OF MELVILLE328 H 12 32.06006° 115.85305°

06/08/21 42901-01-100 ADP : 418261 2996/523

89

1.5-10kmESTAB 12/2020

446 m²

10.85

10.87 10

.9910

.7910

.73

10.62

10.59

10.51

10.32

10.53

10.51

10.52

10.60

10.59

10.3910

.49

10.51

10.56

10.56

10.57

10.55

10.6210

.6510.7410

.74

11.01

10.90 10

.8410

.71

10.58

10.53

10.49

10.34

10.37

10.58

10.59

10.06

10.10 10

.22

10.09

10.13

10.11

10.59

10.44

10.59

10.44

10.32

BITUMEN

OVE

RH

EAD

PO

WER

LIN

E

OVE

RH

EAD

STA

YWIR

E

SINGLE STOREYBRICK & TILERESIDENCEAPPROX. FFL 10.59

METAL PATIO

146

710m²

VACANT / SANDY / WEED / BUILDING RUBBLE

SINGLE STOREYBRICK & TILE RESIDENCE

WELL CLEAR

117

765m²SMH

1.6m

HIG

H F

IBR

O F

ENC

EPO

OR

CO

ND

.

© COPYRIGHT BC 6552: This plan shall remain the sole property ofthe builder and must not be given, lent, resold hired out or otherwisedisposed of or copied without the permission in writing of the builder

PROPOSED NEW HOME:For Mr P.Madine & Ms N.DhimanAt Lot 89 (#35b) Bass RoadBULLCREEK

V20.1 DESCRIPTIONCHK'DDATEDRN

SHEET:

SCALE:

CLASS: Nxx

WIND

:

SHIELDING: -BPA:

These are the plans referred to in our contract

OWNER

OWNER

BUILDER

WITNESS

DATE

Ross North Group reservesthe right to vary dimensions andmaterials from those on display.

Plumber Note floorwastes to be locatedas per plumbing plan

Client to check plans,specifications andaddenda carefully.

All dimensions strictly to take preference overscaling. Dimensions shown are for brickworkonly & do not include plaster or tile thickness.

Rainwater pipes (RWP) positions shall be located asindicated on plans - roof plumber shall contact theoffice/supervisor if any change in positioning is required.

-

-- ---- ------- ---- ---- ---- ---- --Planning23-08-21 GWPDAM

1a of 4

NOJob N°. 8875

Ross North PremiumCustom DesignRoss North Homes

- -- -

ALL WORKS RELATING TO PROPOSED POOL IS BYOWNER, INCLUDING UNDERPINNING, ADJACENTGROUND STABILISATION AND COMPACTION BY

OWNER. OWNER IS RESPONSIBLE FOR PROPOSEDPOOL IS FULLY COMPLIANT WITH SHIRE, NCC (BCA)

AND WATER CORPORATION REQUIREMENTS

GAS/ELECM/BOX

HWU

VO REQ.

ZONINGLDP APPLIC.

AVERAGEFRONT MIN.FRONT MAX.

SITE REQUIREMENTSR20N/A

6m3mN/A

Yes

SITE COVER 53.4% of 50%

LOT AREA 446m²

SW1.5 x 1.2

SW1.5 x 1.2

Soak Well Type No.SW 1500x1200 2 4.2 m3

Total Capacity 4.2 m3Roof Area GF 271.0 m2

Paved Area 31.6 m2Total Area 302.6 m2

Capacity Required (Area x 0.0130) 3.9 m3Extra Capacity Provided 0.3 m3

NOTE: STORMWATERDISPOSAL TO SHIRE

REQUIREMENTS BY BUILDER

TOF -4c

TOF -4c

TOF -3cTOF -3c

1,000 1,000

1,029

1,005

1,162

1,013

1,048

11,253

13,881

5,435

10,030 30

5,18

823

,990

1,00

0

3,668 15,790 30

6,38

8


N

88

446m²

LOT :

:SUBURB

ROSS NORTH REF

SCALE @ A3

:

:

LOT

DRAINAGEC

ON

FIR

M

NO

SER

VIC

E

AVAI

LABL

E

LOC

ATED

WATER

O/H

U/G

GAS

POWER

TELE.

SEWERAGE

LOT RECORDS

SERVICE

STATUS

APPROX.AHD +8.77m

DISTANCECOASTAL

AREA:LOT:

AREA:




SERVICE LEGEND

SWAS. WIRE ANCHOR

POWER

PP

CP

LP

SP

LIGHT POLE

STAY POLE

CONSUMER POLE

POWER POLE

UNI PILLAR

ECEXPOSED CABLES

GAS

METER GM

PRE-LAID CONN. GPL

IS

IO

INSPECT. SHAFT

INSPECT. OPENING

SEWERAGE

HOUSE CONNECTION HC

MANHOLE SMH



PIT

TELE.TEL

PRE-LAID CONN. TPL

DRAINAGEMANHOLE

GULLY PIT

DMH

LOT PIT LDP

HOUSE CONN.

SIDE ENTRY PIT


DHC

WATER METER M

STOP VALVE

FLUSH POINT

WATER TAP

HYDRANT

WATER

WTP

HY

FP

WSV

PRE-LAID CONN. WPL

PF

PD

PG

PEG FOUND

PEG DISTURBED

PEG GONE

DATUM NAIL

STAKE FOUND STF

SURVEY






TITLE PLAN C/T


GROUND COVERSANDY / WEED /BUILDING RUBBLE

BASS RD

30.

17

10.06

31.61

19.4972°39'2"

107°

20'58

"

90°

90°


1.6m

HIG

H F

IBR

O F

ENC

EPO

OR

CO

ND

.


PF PF

PFPF



BLOCK KERB


POOR COND.

0.1m ØPVC CONDUIT

PP

CP

SP

HC

10 .5 0

10.50

10.5

0

10.5

0

10 . 50

10 . 5 0

10 . 50


88751:200


06/08/21 42901-01-100 ADP : 418261 2996/523

89

1.5-10kmESTAB 12/2020

446 m²

10.85

10.87 10

.9910

.7910

.73

10.62

10.59

10.51

10.32

10.53

10.51

10.52

10.60

10.59

10.3910

.49

10.51

10.56

10.56

10.57

10.55

10.6210

.6510.7410

.74

11.01

10.90 10

.8410

.71

10.58

10.53

10.49

10.34

10.37

10.58

10.59

10.06

10.10 10

.22

10.09

10.13

10.11

10.59

10.44

10.59

10.44

10.32

BITUMEN

OVE

RH

EAD

PO

WER

LIN

E

OVE

RH

EAD

STA

YWIR

E


METAL PATIO

146

710m²



WELL CLEAR

117

765m²SMH

1.6m

HIG

H F

IBR

O F

ENC

EPO

OR

CO

ND

.

9.350.001.24

PROPOSED RESIDENCEAPPROX/FIXED SAND PAD LEVEL

10.60 / FFL 10.685

PREFERRED WATER METERLOCATION SUBJECT TOWATER CORPORATION

GARAGE -1cGREY GRANO

(SLIP RESISTANT)

B/PAVEDDRIVEWAY

PROPOSED PANEL ANDPOST RETAINING WALL

OFFSET 50mm FROM BDRYTOP AT 10.90 (300h)

PORCH -1cB/PAVED

32c HIGH 2c FACEBRICK ZERO LOTBOUNDARY WALL OFFSET 30mm

FROM BDRY WITH TERMITE BARRIER(REFER DETAIL SHEET 5)

INTER-CONNECTINGSOAKWELLS BY BUILDER

ALFRESCO -1cB/PAVED

B/PAVED CROSSOVERWITH CONCRETE APRON

(1200w 750d WINGS)TO SHIRE REQUIREMENTS

STRIP DRAIN BY BUILDERCONNECTION TO SOAKWELLS

COURTYARD -1cB/PAVED

FIBRE GLASSPOOL BY OWNER

AFTER HAND OVER.ENGINEERING REQ.

TO SUIT CLIENT POOLSELECTION. T.B.C. @

PRESTART.

NOTE:REFLUX VALVE

TO SEWER

RETAINING WALLS BY OWNER

NOTE:POOL DETAILS TO BE CONFIRMED BY

MANUFACTURER IN ACCORDANCETO POOL ENGINEERING REQUIREMENTS

IN RELATION TO PROXIMITY TO SEWER LINE

2m x 2mTREE ZONE

EARTHWORKS BY BUILDER

EXISTING CROSSOVERTO BE REMOVED ANDKERB REINSTATED BY

BUILDER

FENCE REMOVAL ANDTEMPORARY FENCEINSTALLSBY OWNER

KERB REMOVAL TOACCOMMODATE

CONCRETE APRON BYBUILDER

1:200




SHEET:

SCALE:

CLASS: Nxx

WIND

:

SHIELDING: -BPA:


OWNER

OWNER

BUILDER

WITNESS

DATE






-

-- ---- ------- ---- ---- ---- ---- --Planning23-08-21 GWPDAM

1b of 4

NOJob N°. 8875


- -- -


N

88

446m²

LOT :

:SUBURB

ROSS NORTH REF

SCALE @ A3

:

:

LOT

DRAINAGEC

ON

FIR

M

NO

SER

VIC

E

AVAI

LABL

E

LOC

ATED

WATER

O/H

U/G

GAS

POWER

TELE.

SEWERAGE

LOT RECORDS

SERVICE

STATUS

APPROX.AHD +8.77m

DISTANCECOASTAL

AREA:LOT:

AREA:




SERVICE LEGEND

SWAS. WIRE ANCHOR

POWER

PP

CP

LP

SP

LIGHT POLE

STAY POLE

CONSUMER POLE

POWER POLE

UNI PILLAR

ECEXPOSED CABLES

GAS

METER GM

PRE-LAID CONN. GPL

IS

IO

INSPECT. SHAFT

INSPECT. OPENING

SEWERAGE

HOUSE CONNECTION HC

MANHOLE SMH



PIT

TELE.TEL

PRE-LAID CONN. TPL

DRAINAGEMANHOLE

GULLY PIT

DMH

LOT PIT LDP

HOUSE CONN.

SIDE ENTRY PIT


DHC

WATER METER M

STOP VALVE

FLUSH POINT

WATER TAP

HYDRANT

WATER

WTP

HY

FP

WSV

PRE-LAID CONN. WPL

PF

PD

PG

PEG FOUND

PEG DISTURBED

PEG GONE

DATUM NAIL

STAKE FOUND STF

SURVEY






TITLE PLAN C/T



BASS RD

30.

17

10.06

31.61

19.4972°39'2"

107°

20'58

"

90°

90°


1.6m

HIG

H F

IBR

O F

ENC

EPO

OR

CO

ND

.


PF PF

PFPF



BLOCK KERB


POOR COND.

0.1m ØPVC CONDUIT

PP

CP

SP

HC

10 .5 0

10.50

10.5

0

10.5

0

10 . 50

10 . 5 0

10 . 50


88751:200


06/08/21 42901-01-100 ADP : 418261 2996/523

89

1.5-10kmESTAB 12/2020

446 m²

10.85

10.87 10

.9910

.7910

.73

10.62

10.59

10.51

10.32

10.53

10.51

10.52

10.60

10.59

10.3910

.49

10.51

10.56

10.56

10.57

10.55

10.6210

.6510.7410

.74

11.01

10.90 10

.8410

.71

10.58

10.53

10.49

10.34

10.37

10.58

10.59

10.06

10.10 10

.22

10.09

10.13

10.11

10.59

10.44

10.59

10.44

10.32

BITUMEN

OVE

RH

EAD

PO

WER

LIN

E

OVE

RH

EAD

STA

YWIR

E


METAL PATIO

146

710m²



WELL CLEAR

117

765m²SMH

1.6m

HIG

H F

IBR

O F

ENC

EPO

OR

CO

ND

.

9.350.001.24

EXISTING SITEPLAN


N

88

446m²

LOT :

:SUBURB

ROSS NORTH REF

SCALE @ A3

:

:

LOT

DRAINAGE

CO

NFI

RM

NO

SER

VIC

E

AVAI

LABL

E

LOC

ATED

WATER

O/H

U/G

GAS

POWER

TELE.

SEWERAGE

LOT RECORDS

SERVICE

STATUS

APPROX.AHD +8.77m

DISTANCECOASTAL

AREA:LOT:

AREA:




SERVICE LEGEND

SWAS. WIRE ANCHOR

POWER

PP

CP

LP

SP

LIGHT POLE

STAY POLE

CONSUMER POLE

POWER POLE

UNI PILLAR

ECEXPOSED CABLES

GAS

METER GM

PRE-LAID CONN. GPL

IS

IO

INSPECT. SHAFT

INSPECT. OPENING

SEWERAGE

HOUSE CONNECTION HC

MANHOLE SMH



PIT

TELE.TEL

PRE-LAID CONN. TPL

DRAINAGEMANHOLE

GULLY PIT

DMH

LOT PIT LDP

HOUSE CONN.

SIDE ENTRY PIT


DHC

WATER METER M

STOP VALVE

FLUSH POINT

WATER TAP

HYDRANT

WATER

WTP

HY

FP

WSV

PRE-LAID CONN. WPL

PF

PD

PG

PEG FOUND

PEG DISTURBED

PEG GONE

DATUM NAIL

STAKE FOUND STF

SURVEY






TITLE PLAN C/T



BASS RD

30.

17

10.06

31.61

19.4972°39'2"

107°

20'58

"

90°

90°


1.6m

HIG

H F

IBR

O F

ENC

EPO

OR

CO

ND

.


PF PF

PFPF



BLOCK KERB


POOR COND.

0.1m ØPVC CONDUIT

PP

CP

SP

HC

10 .5 0

10.50

10.5

0

10.5

0

10 . 50

10 . 5 0

10 . 50


88751:200


06/08/21 42901-01-100 ADP : 418261 2996/523

89

1.5-10kmESTAB 12/2020

446 m²

10.85

10.87 10

.9910

.7910

.73

10.62

10.59

10.51

10.32

10.53

10.51

10.52

10.60

10.59

10.3910

.49

10.51

10.56

10.56

10.57

10.55

10.6210

.6510.7410

.74

11.01

10.90 10

.8410

.71

10.58

10.53

10.49

10.34

10.37

10.58

10.59

10.06

10.10 10

.22

10.09

10.13

10.11

10.59

10.44

10.59

10.44

10.32

BITUMEN

OVE

RH

EAD

PO

WER

LIN

E

OVE

RH

EAD

STA

YWIR

E


METAL PATIO

146

710m²



WELL CLEAR

117

765m²SMH

1.6m

HIG

H F

IBR

O F

ENC

EPO

OR

CO

ND

.

9.350.001.24




SHEET:

SCALE:

CLASS: Nxx

WIND

:

SHIELDING: -BPA:


OWNER

OWNER

BUILDER

WITNESS

DATE






-

-- ---- ------- ---- ---- ---- ---- --Planning23-08-21 GWPDAM

2 of 4

NOJob N°. 8875


- -- -

NORTH

SU

MM

ER

SU

NS

UN

W

IT

NE

R

HOTDRYWINDS

PREVAILINGWIND

&R

AIN

SITE COVERAGEZONED R20% ALLOWED 50%SITE AREA 445.85m2

SITE COV. AREA 238.15m2

SITE COV. =53.4%

OUTDOOR LIVING REQUIREMENTS REQUIRED ACHIEVEDOUTDOOR LIVING 30.0m2 53.2m2

UNCOVERED AREA 20.0m2 35.5m2

Zoning: R20

Climate Zone: 13

PROJECT INFO:

Average 6mMaximum N/AMinimum 3m

LDP: N/A

BPA Zone: NO

Estate: N/AGuidelines: N/A

Coastal: N/A

Primary Setbacks:

Acoustic Req: Road & Rail

Senior Design & Sales ConsultantPatrick Yeoh

Mobile: 0412 188 646 Email: [email protected]:2c FACE BRICKWORK EXTERNALLYTHROUGHOUT UNLESS NOTEDOTHERWISE31c CEILINGS TO WHOLE HOUSEUNLESS NOTED OTHERWISEESTABLISHED AREA - SITE SURVEYREQUIRED, LEVELS AND RETAINING TOBE DETERMINEDPLANNING REQ. DUE TO OVER SITECOVER, BOUNDARY SETBACKS,GARAGE WIDTH OVER 50% OFFRONTAGE, WINDOW SETBACKS,SUBDIVISION.DESIGN MAY REQUIRE FURTHERCHANGES TO COMPLY WITH THEENERGY EFFICIENCYPROVISIONS/STAR RATING REQ. TOCOMPLY WITH THE BUILDING CODE OFAUSTRALIADESIGN MAY BE SUBJECT TO 5.4 ROADAND RAIL TRANSPORT POLICY, FINALNOISE REQUIREMENTS TO BEDETERMINED

30

1,830

1,000

1,029

1,005

7,288

6,388

107° 20' 58"

10.06090°

0' 0"

30.17

8

90° 0' 0"

19.48872° 39' 2"

31.616

HOBLESSSHR

17x1

710

17x1

810

28x2410

28x

3010

SD

28x2

610 F

6x1210 FOBS

25x9

10 A

25xSP

25xS

P F

9x9

10 F

9x9

10 F

28xSP STACK SD

T-BAR LINTEL

25x

2410

SD

28x

SP S

TAC

K SD

T-B

AR L

INTE

L 6

x141

0 FOB

S

13x610 FOBS

6x1310 FOBS

6x610 FOBS

3.8 x 3.6

CANOPYR/HOODGAS HP

1675

BAT

H

DWREC

WM

GAS/ELECM/BOX

FR REC

HWU

HOBLESSSHR

3.8 x 3.1

4.0 x 3.5

4.0 x 3.9

5.0 x 7.4

3.3 x 3.4

3.1 x 3.8

2.0 x 2.3

2.9 x 3.6

LAM PTY

1,013

1,162

1,200

9,590

3,800

6,110

3,290

2,100

4,390

2,810

3,800

3,600

7,290

11,190 2,800 1,800

1,100 3,600 500 3,390 1,210 5,99015,790

15,790

23,99

0

23,99

0

1,713

1,503

34

5

FIBRE GLASSPOOL BY OWNER

AFTER HAND OVER.

32c Z

ERO

LOT

BOUN

DARY

WAL

LGLAZED

28c SQ.BRICK B/HEAD

EXTENT OF RENDEREDBWK SHOWN DASHED

28c FRAMEDB/HEAD

F/H

MIRR

ORED

SLID

ERS

28cOPENING

TOF -04c

SOFFIT

28cOPENINGSOFFIT

28c

OPEN

ING

F/H

VINY

LSL

IDER

S

F/H

VINY

LSL

IDER

S

O/HEADS

O/HE

ADS

O/HE

ADS

O/HE

ADS

O/HEADS

SOFFIT

SLAB END

SLAB END

28c FRAMEDB/HEAD

T-BAR @ 25c

T-BA

R @

25c

COL.

NOCOL.

28cCEILING

O/HEADS

BRM

W/OW/O

ENGINEERING REQ.TO SUIT CLIENT POOLSELECTION. T.B.C. @

PRESTART.

TOF -04c

25cOPENING

28cOPENING

T-BAR @ 28c

PAINTED TIMBER BEAM

PAIN

TED

TIMB

ER B

EAM

OVERALL

28c M

IRRO

RED

SLID

ERS

28c M

IRRO

RED

SLID

ERS

RECE

SS

DRY LINESHOWN DASHED

TOF

-03c

TOF

-03c

GARAGE 31c GYPROCK CEILING

GREY GRANO AT -1c

ROBE

LINROBE

LIN

ALFRESCO 31c GYPROCK CEILING WITH WIND MOULD

B/PAVED AT -1c

PORCH 31c GYPROCK CEILING WITH WIND MOULD

B/PAVED AT -1c

PDR

BATHENS

WC 28c CEILING

SCULLERY

BED 4CARPET

ROBE

STUDYCARPET

PDR

WIP

L'DRY

KITCHEN 34c CEILING

BED 1CARPETBED 3

CARPET

BED 2CARPET

THEATREF.F.L @ -02c CARPET

WIRCARPET

LIVING 34c CEILING

DINING 34c CEILING

COURTYARDB/PAVED AT -1c

ENTRY 34c CEILING

FLOOR AREAS

GROUND FLOORGARAGE/STORECOURTYARDALFRESCOPORCH

AREA199.4735.6311.7811.224.87262.97 m²

PERIMETER87.9623.9813.8013.4010.44149.58 m

ROOFAREA271.39

PERIMETER87.36

1

2

1:100


PROPOSED NEW HOME:

For Mr P.Madine & Ms N.Dhiman

At Lot 89 (#35b) Bass RoadBULLCREEK

V20.1DESCRIPTION

CHK'DDATE

DRN

SHEET:

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PROPOSED NEW HOME:

For Mr P.Madine & Ms N.Dhiman

At Lot 89 (#35b) Bass RoadBULLCREEK

V20.1DESCRIPTION

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esignRoss North Homes

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APPROX. 25° PITCH

RENDERED BRICKWORK

CONTRASTING RENDERED BRICKWORK

FOOTING AS PER ENGINEERS (SHOWN DASHED)

BRICKWORK

2c FACE BRICK

RETAINING WALL

NATURAL GROUND LEVEL AT BOUNDARY

BOUNDARY LINE

ELEVATION LEGEND

DOUBLE LINTELSDL

SCYON AXON CLADDING

Elevation 3

Elevation 4

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5 The Esplanade, Mount Pleasant WA 6153 PO Box 1003, Canning Bridge WA 6153

phone (08) 9431 8000 email [email protected]

Ashmy Pty Ltd (ACN 009 074 220) as Trustee for Challenger Homes Unit Trust (ABN 19 284 266 737)

Trading as Ross North Homes and Ross North Developments. BRN 6552

Job Number 8875

26 August 2021

City of Melville

Development Application: Letter of Justification for Lot 89 (#35b) Bass Road, Bull Creek

Please note that we are seeking council approval for the above-mentioned development based on the following points

under the Design Principles of the Residential Design Codes (RDC):

5.1.3 Lot Boundary Setback (Setback to Lot Boundaries):

The proposed building is set back 1.029m & 1.162m from the lot boundary (in lieu of 1.5m as per Table 2a & 2b).

• The design aims to reduce impacts of building bulk on the adjoining properties. The façade is articulated and therefore the impact of building bulk is minimised.

• The proposed design provides adequate direct sun and ventilation to the building and open spaces on the site and adjoining property. The outdoor living area of our proposed site is orientated North. This Northern aspect, as well as ample north facing windows will ensure adequate direct sun and vent is delivered to the home.

• The design minimises the extent of overlooking and resultant loss of privacy on the adjoining property. There are minimal windows along the wall adjoining Lot 88. These windows are also setback 1.5m from the boundary

5.1.4 Open Space:

The open space proposed is 46.6% (in lieu of 50%).

• The proposed design reflects the existing and desired streetscape character or as outlined under the local planning framework. The design provides an aesthetically pleasing front façade and is articulated to promote interest. This will contribute positively to the streetscape character.

• The development proposal provides access to natural sunlight for the dwelling. The outdoor living area of our proposed site is orientated North. This northern aspect, as well as ample large north facing windows will ensure adequate direct sunlight is delivered to the home.

• The design aims to reduce building bulk on the site, consistent with the expectations of the applicable density code and/or as outlined in the local planning framework. We believe the 3.4% variation of to the open space to not be excessive and consistent with the expectations of the applicable density code. While the site cover component of the R-Codes has been exceeded, the outdoor living area has exceeded the minimum requirements.

• The development design provides opportunities for residents to use space external to the dwelling for outdoor pursuits and access within/around the site. The outdoor living area greatly exceeds the minimum requirements of the R-Codes. There are ample opportunities for the residents to use the space externally within the site. There is also a secondary outdoor space on the Southern boundary directly accessible from a living space.

• The design provides space for external fixtures and essential facilities. All external fixtures and essential facilities are compliant with 5.4.4 External fixtures, utilities, and facilities. There is ample room for all these without being visually obtrusive when viewed from the street.

5 The Esplanade, Mount Pleasant WA 6153 PO Box 1003, Canning Bridge WA 6153

phone (08) 9431 8000 email [email protected]

Ashmy Pty Ltd (ACN 009 074 220) as Trustee for Challenger Homes Unit Trust (ABN 19 284 266 737)

Trading as Ross North Homes and Ross North Developments. BRN 6552

5.2.2 Garage width:

The proposed design has a garage width of 59.5% (in lieu of 50%).

• The proposed design provides a porch projecting in front of the garage which reduces its visual width to 53% of the frontage. The garage is also setback 1.2m from the front of the home. This helps provide articulation to the streetscape and reduces the overall impact of the garage width.

• Due to the curve of the road and oversized verge, we believe that the overall width of the garage does not impact the existing streetscape and maintains a visual connectivity between the dwelling and the streetscape.

Based on the above and in conclusion we would appreciate if the shire could assess the above application on its

merits and finalise the approval.

Please do not hesitate to contact me if I can be of any further assistance.

Kind Regards,

Shire Liaison

Ross North Group

9431 8000

SMH 72°39'2 90° 31

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