GSPublisherEngine 341.0.7.100

PROPOSED MULTIPLE DWELLING DEVELOPMENTLOT 4023 (#24) ELLESMERE STREET, NORTH PERTH

DRAWING SCHEDULE1. COVER SHEET

2. EXISTING SITE SURVEY3. PROPOSED SITE SURVEY

4. GROUND FLOOR PLAN5. UPPER FLOOR PLAN

6. GF BREEZE & VEHICLE ACCESS PLAN7. UF ENVIRO PLAN

8. ELEVATIONS9. STREETSCAPE ELEVATIONS

GSPublisherEngine 341.0.7.100

CLI

EN

T

LOT

4023

(#24

) ELL

ESM

ERE

STR

EET,

NO

RTH

PER

TH

TIG

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8 PLA

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17/12

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AMEN

D AS

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T:

JOB

NO

:

Dim

ensi

ons

take

pre

fere

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& to

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chec

ked

on s

ite p

rior t

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enci

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2 o

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PLA

NN

ING

DR

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S

IND

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L

CO

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TTh

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sold

with

out t

he p

erm

issi

onof

SO

VER

EIG

N B

UIL

DIN

G

20.1

2

10.0

6

40.23

30.17 R = 1

0.04

A = 15

.79

LOT 4024house well clear

LOT 4022

225 PE 70kPa gas main

abandoned gas main

exis

ting

wat

er m

ain

approx IL 32.32depth 1.11m

conc

rete

enc

ased

sew

er m

ain

exis

ting

sew

er m

ain

34.95

35.30

34.76

34.10

33.34

33.143

3.12

33.1433.1033.0933.07

33.0

7

33.0032

.9832

.9432

.97

32.92

33.20

33.12

33.02

32.9033.08 33.04

32.87 32.9633.14 33.28

33.09 33.2333.42 33.44

33.31

33.37

33.48

33.5

3

33.82

33.81

33.69 33

.67

33.8

233

.67

33.8

634

.01

34.1

834

.21

34.0

7

34.2

734

.55 34

.41

34.6134

.48

34.82 34

.9134

.99

34.9

3

34.98

34.25

33.80

33.4833

.5233

.4433

.3833

.2633

.20

33.26

33.40

33.55 3

3.61

33.60

33.59 3

3.66

33.9

1

34.05

34.87

35.07

TELS

TRA

PIT

34.87 U

NID

EN

TIFI

ED

PIT

34.90

PO

WE

R P

OLE

34.89

GU

LLY

33.79

33.77

33.9

134

.00

34.9234.9334.5034.44

34.88

34.53

34.48

34.43

34.4134.3834.3334.01 34.09 34.26

34.43

34.38

34.00

34.48

33.89

34.0

2

33.9834.04

34.44

34.0

634

.49

34.38

34.44 34

.52 34.70

35.05

RL

over

wal

l 35.

02

34.25

34.05

33.98

33.93

33.88

33.85

33.92

33.82

33.61

33.84

33.92

33.98

34.22

34.34

33.79

33.43

33.33

33.53 33

.65

34.43

33.65

33.69

33.74

33.82

34.41 34

.42

33.66

33.62

33.64

33.6333

.62

33.70

33.62

33.5533

.6733.52

33.6333

.6133.6733

.59

33.43

33.37 33.3

9

33.71

33.99

34.10

34.13

33.83

33.64

33.65

34.00 34

.00

RL over fence 33.88

RL over fence 33.49

33.88 33

.99

34.58

34.58

34.43

34.42

34.42

34.50

34.52

34.57

34.63

34.63

34.47

RL

over

fenc

e 34

.69

RL over fence 34.78

34.2334

.14

34.23

34.65

34.15

34.36

RL over fence 34.35

34.55

34.58 34

.57

TBM

deck

spi

kein

bitu

men

RL

34.9

5

house connect.

brick and steelresidence.

Approx FL: 35.20

brick and tilegarage

Approx FL: 35.04brick and tile

garageApprox FL: 34.66

brick ret wallfibro fencefibro fence

fibro

fen

cefib

ro f

ence

colourbond fence

colourbond fence colourbond fence

colo

urbo

ndfe

nce low b

rick

wal

l

LOT 4023787m²brick and

steel residence.Approx FL: 34.55

timber patioon tiled porch

concrete footpathconcrete footpath

conc

rete

foo

tpat

h

existingconcretecrossover

to be removed

pave

rs

over

head

pow

erlin

eGU

LLY

bric

k w

all

conc

rete

por

chun

der

bric

k st

ruct

ure

pave

rs

barr

ier

kerb

barrier kerbbarrier kerb

traffic island

pavers

pave

rs

gras

s

gras

s

ELLE

SM

ERE

STR

EET

cent

re

lin

e

of

b

itum

en

LONDON STREET

centre line of bitumen

NOTES: 1) CONSULT LEGAL ADVICE ON EASEMENTS, ENCUMBRANCES AND CAVEATS THAT MAY APPEAR ON THE CERTIFICATE OF TITLE.2) LEVELS ON ADJOINING PROPERTIES ARE APPROXIMATE DUE TO ACCESS RESTRICTIONS. 3) SERVICES PLOTTED AS VISUALLY SEEN ON SITE AND ARE APPROXIMATE.

4) SEWER POSITION AND LEVELS FROM WATER CORPORATION PLANS. 5) CONSULT DIAL BEFORE YOU DIG TO CHECK LOCATION OF UNDERGROUND SERVICES. 6) BEWARE OF OVERHEAD POWER LINE HAZARDS. 7) CONSULT TLD ON ANY ANOMOLY BEFORE DESIGN AND CONSTRUCTION.

TBM deck spike in bitumen

equals RL 34.95 AHD

Based on sewer manhole

5702 RL 33.25 AHD

(Water Corp e-plan)

Contractor to check datum

before adopting levels

FEATURE AND CONTOUR SURVEYOF LOT 4023 ON DEPOSITED PLAN 205285

24 Ellesmere Street, North PerthC/T Vol: 1155 Fol: 418

our ref. 4460-14

Position and depth of services to be

confirmed on site by contractor.

Client: Tiger Developments

Note: Features are related to fence-lines

only. No connection made to boundaries.

REPEG RECOMMENDED

Feature Survey by

PO Box 2444,

Malaga, WA 6090

Tel 089 209 3232

Fax 089 249 2551

Date: 11 November 2014 Scale 1:200@A3

0 5 10

Sew

er M

anho

le57

01

90°4

'55"

90°4'5

5"89

°55'5

"

33.0

33.5

34

34.5

35.0

S/E

/P

GSPublisherEngine 341.0.7.100

CLI

EN

T

LOT

4023

(#24

) ELL

ESM

ERE

STR

EET,

NO

RTH

PER

TH

TIG

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A181

1

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SC

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IDE

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G AS

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LANN

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AMEN

D AS

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T:

JOB

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Dim

ensi

ons

take

pre

fere

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& to

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ked

on s

ite p

rior t

oco

mm

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ng c

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3 o

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PLA

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S

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L

CO

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IGH

TTh

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the

sole

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erty

of t

he b

uild

er a

nd m

ust

not b

e gi

ven,

cop

ied

or re

sold

with

out t

he p

erm

issi

onof

SO

VER

EIG

N B

UIL

DIN

G

SW1.2 x 1.5

SW1.2 x 1.5 SW

1.5 x 1.5SW

1.5 x 1.5

Soak Well Type No.SW 1200x1500 2 3.4 m3SW 1500x1500 2 5.3 m3

Total Capacity 8.7 m3Roof Area GF 34.0 m2

Paved Area 286.0 m2Roof Area UF 340.0 m2

Total Area 660.0 m2Capacity Required (Area x 0.0125) 8.3 m3

Extra Capacity Provided 0.4 m3

NOTE: ALL DOWNPIPESCONNECTED TO SOAKWELLSWITH PVC STORMWATER PIPE

20.1

2

10.0

6

40.23

30.17 R = 1

0.04

A = 15

.79

LOT 4024house well clear

LOT 4022

225 PE 70kPa gas main

abandoned gas main

exis

ting

wat

er m

ain

approx IL 32.32depth 1.11m

conc

rete

enc

ased

sew

er m

ain

exis

ting

sew

er m

ain

34.95

35.30

34.76

34.10

33.34

33.143

3.12

33.1433.1033.0933.07

33.0

7

33.0032

.9832

.9432

.97

32.92

33.20

33.12

33.02

32.9033.08 33.04

32.87 32.9633.14 33.28

33.09 33.2333.42 33.44

33.31

33.37

33.48

33.5

3

33.82

33.81

33.69 33

.67

33.8

233

.67

33.8

634

.01

34.1

834

.21

34.0

7

34.2

734

.55 34

.41

34.6134

.48

34.82 34

.9134

.99

34.9

3

34.98

34.25

33.80

33.4833

.5233

.4433

.3833

.2633

.20

33.26

33.40

33.55 3

3.61

33.60

33.59 3

3.66

33.9

1

34.05

34.87

35.07

TELS

TRA

PIT

34.87 U

NID

EN

TIFI

ED

PIT

34.90

PO

WE

R P

OLE

34.89

GU

LLY

33.79

33.77

33.9

134

.00

34.9234.9334.5034.44

34.88

34.53

34.48

34.43

34.4134.26

34.38

33.89

34.44 34

.52 34.70

35.05

RL

over

wal

l 35.

02

34.25

34.05

33.93

33.88

33.85

33.92

33.82

33.61

33.84

33.92

33.98

34.22

34.34

33.79

33.43

33.33

33.53 33

.65

34.43

33.65

33.69

33.74

33.82

34.42

33.66

33.62

33.64

33.6333

.62

33.70

33.62

33.5533

.6733.52

33.6333

.6133.6733

.59

33.43

33.37 33.3

9

33.71

33.99

33.83

33.64

33.65

34.00 34

.00

RL over fence 33.88

RL over fence 33.49

34.58

34.58

34.43

34.42

34.42

34.50

34.52

34.57

34.63

34.47

RL

over

fenc

e 34

.69

RL over fence 34.78

34.14

34.23

34.65

34.36

RL over fence 34.35

34.58 34

.57

TBM

deck

spi

kein

bitu

men

RL

34.9

5

brick and steelresidence.

Approx FL: 35.20

brick and tilegarage

Approx FL: 35.04brick and tile

garageApprox FL: 34.66

brick ret wallfibro fencefibro fence

fibro

fen

cefib

ro f

ence

colourbond fenceconcrete footpath

concrete footpath

conc

rete

foo

tpat

h

existingconcretecrossover

to be removed

over

head

pow

erlin

eGU

LLY

barr

ier

kerb

barrier kerbbarrier kerb

traffic island

pavers

pave

rs

gras

s

ELLE

SM

ERE

STR

EET

cent

re

lin

e

of

b

itum

en

LONDON STREET

centre line of bitumen

NOTES: 1) CONSULT LEGAL ADVICE ON EASEMENTS, ENCUMBRANCES AND CAVEATS THAT MAY APPEAR ON THE CERTIFICATE OF TITLE.2) LEVELS ON ADJOINING PROPERTIES ARE APPROXIMATE DUE TO ACCESS RESTRICTIONS. 3) SERVICES PLOTTED AS VISUALLY SEEN ON SITE AND ARE APPROXIMATE.

4) SEWER POSITION AND LEVELS FROM WATER CORPORATION PLANS. 5) CONSULT DIAL BEFORE YOU DIG TO CHECK LOCATION OF UNDERGROUND SERVICES. 6) BEWARE OF OVERHEAD POWER LINE HAZARDS. 7) CONSULT TLD ON ANY ANOMOLY BEFORE DESIGN AND CONSTRUCTION.

TBM deck spike in bitumen

equals RL 34.95 AHD

Based on sewer manhole

5702 RL 33.25 AHD

(Water Corp e-plan)

Contractor to check datum

before adopting levels

FEATURE AND CONTOUR SURVEYOF LOT 4023 ON DEPOSITED PLAN 205285

24 Ellesmere Street, North PerthC/T Vol: 1155 Fol: 418

our ref. 4460-14

Position and depth of services to be

confirmed on site by contractor.

Client: Tiger Developments

Note: Features are related to fence-lines

only. No connection made to boundaries.

REPEG RECOMMENDED

Feature Survey by

PO Box 2444,

Malaga, WA 6090

Tel 089 209 3232

Fax 089 249 2551

Date: 11 November 2014 Scale 1:200@A3

0 5 10

Sew

er M

anho

le57

01

90°4

'55"

90°4'5

5"89

°55'5

"

33.0

33.5

34

34.5

35.0

S/E

/P

PROPOSEDRESIDENCE0c FFL 34.10

PROPOSEDRESIDENCE0c FFL 34.10

PROPOSEDRESIDENCE

-2c FFL 33.929PROPOSEDRESIDENCE

PROPOSED MASS BRICKRETAINING WALL T.O.W 34.01 PROPOSED

MASS BRICKRETAINING WALL

T.O.W 34.01

EXISTING TREES TO BE RETAINEDTO BE TRIMMED BACK TO SHIRE REQUIREMENTS

EXTENT OF EXISTING TREE CANOPY

EXTENT OF EXISTING TREE CANOPYTO BE TRIMMED BACK

UNIT 1car bay

-1c 34.014

CUT OFF DRAINAND GRATE

PROPOSED P&PRETAINING WALL

T.O.W 34.60

VISITOR BAY+3c 34.357

UNIT 1UNIT 2

UNIT 3UNIT 4

B/PAVED-1c 34.014

B/PAVED-1c 34.014

B/PAVED DRIVEWAY

SOAKWELLW/ DRAIN GRATE

PROPOSED CROSSOVERTO SHRE SPECIFICATIONS

UNIT 2GARAGE-3c 33.843

CUT OFF DRAINAND GRATE

4.5mø mechanicalturntable

UNIT 4car bay

-1c 34.014

UNIT 3car bay

-1c 34.014

proposed watermeter position

proposed powerdome position

SOAKWELLW/ DRAIN GRATE

new crossover to shirespecification by builder

existing crossoverto be removed

B/PAVED-3c 33.843

SOAKWELLW/ DRAIN GRATE

PROPOSED P&PRETAINING WALL

T.O.W 33.84

PROPOSEDMASS BRICK

RETAINING WALLT.O.W 34.357

PROPOSED P&PRETAINING WALL

T.O.W 34.60

PROPOSED P&PRETAINING WALL

T.O.W 34.30

PROPOSED P&PRETAINING WALL

T.O.W 34.90

PROPOSEDMASS BRICK

RETAINING WALLT.O.W 34.357

PROPOSED MASS BRICKRETAINING WALL T.O.W 33.84

UNIT 3GARAGE-3c 33.843

-2c FFL 33.929

B/PAVED-3c 33.843

SOAKWELLW/ DRAIN GRATE

SOAKWELLW/ DRAIN GRATE

rl 33.43 rl 33.46 rl 33.61 rl 33.65

GSPublisherEngine 341.0.7.100

CLIENT

LOT 4023 (#24) ELLESMERESTREET, NORTH PERTH

TIGER DEVELOPMENTSTHESE ARE THE PLANS REFERRED

TO IN THE BUILDING CONTRACT

DATE..............................................

OWNER..........................................

OWNER..........................................

BUILDER........................................

A1811

PRINTED DATE:

SCALE:

18/12/2018

1:100, 1:1PROPOSED RESIDENCE

HOUSE TYPE:

DRAWN / AMENDMENTS1/10/18 PLANNING AS17/12/18 PLANNING AMEND AS

SHEET:

JOB NO:

Dimensions take preferenceover scaling & to be

checked on site prior tocommencing construction 4 of 10

PLANNING DRAWINGS

INDIVIDUAL

COPYRIGHTThis plan shall remain the sole

property of the builder and mustnot be given, copied or resold

without the permissionof SOVEREIGN BUILDING

AREA Floor Area Calculation - UNIT 1FLOORGround

First

NAME

ground floorstore

upper floorterrace

AREA

52.0335.18057.213 m2

65.1644.72069.884 m2127.097 m2

PERIMETER

39.8729.180

40.2808.720

AREA Floor Area Calculation - UNIT 2FLOORGround

First

NAME

ground floorgarage

upper floorterrace

AREA

46.68641.16887.854 m2

75.5126.74982.261 m2170.115 m2

PERIMETER

31.03025.700

44.03410.560

AREA Floor Area Calculation - UNIT 3FLOORGround

First

NAME

ground floorgaragecarport

upper floorterrace

AREA

44.09732.84012.96089.897 m2

71.2017.54178.742 m2168.639 m2

PERIMETER

27.85026.62015.600

36.41011.760

AREA Floor Area Calculation - UNIT 4FLOORGround

First

NAME

ground floorcarportstore

upper floorterrace

AREA

51.33815.1204.80571.263 m2

66.0406.86172.901 m2144.164 m2

PERIMETER

34.45016.4009.080

40.33011.180

PTY

PTY

PTY

16x2310

25x SP A 25x SP A

25xS

PSD

25x710 A

10x610 AOBS

9x1510 FOBS820

TF2143x880

10x6

10 A

OBS

820

TF21

43x8

80

25x3010SD

25x SP A

820

820

820

620

1030

WBW

K @

23c

720

25x3010SD

25x1710

25x S

P F

25x2

610S

D

2x620

820

920

TF21

43x9

80

25x7

10 A

920

TF21

43x9

80

620620

12x7

10OB

S 12

x810

25x1

910

620

820

25x S

P F

25x710 A

25x8

10

6x3

010 A

720

1 2 3 4 5 6

7 8 910

11

UP

PTY

1 2 3 4 5 6 7 8 9

1011

UP 1 2 3 4 5 6 7 8

9

1011

UP

1 2

UP 1 2

UP

5.40 x 2.40

5.40 x 2.71

1 2

UP

2.70 x 5.40

1 2

UP

4.04 x 6.50

2.41 x 1.91 4.00 x 2.00

2.40 x 5.40

1 2 3

4 5 6 7 8 910111213

1415 16

UP

6.00 x 4.004.04 x 6.00

UBO

UBO

4.04 x 6.00

2.68 x 1.50

UBO

UBO

1 2UP

6,000

2,700 1,400 2,400 1,400

7,898

3,500

514

1,559 2,590 4,000 5,590 9,410 8,390 800 7,891

1,559

2,976 3

,846

2,106 2

,956

2,346

2,016

1,516

6,514

1,300

5,200

14

2,956

8,697

6,514

20.1

2

10.0

6

40.23

30.17

R = 1

0.04

A = 15

.79

LOT 4024house well clear

LOT 4022

225 PE 70kPa gas main

abandoned gas main

exis

ting

wat

er m

ain

approx IL 32.32depth 1.11m

conc

rete

enc

ased

sew

er m

ain

exis

ting

sew

er m

ain

34.95

33.1

2

33.1433.1033.09

32.92

33.20

33.12

33.02

32.90

33.08 33.04

32.87 32.96

33.14 33.28

33.0933.23

33.42 33.44

33.31

33.37

33.48

33.5

3

33.82 33

.81

33.69

33.6

733

.82

33.6

733

.86

34.0

134

.18

34.2

1

34.0

7

34.2

734

.55

34.4

1

34.6134

.48

34.82 34

.91

34.99

34.9

3

34.98

34.25

33.80

33.4833

.5233.44

33.38

33.26

33.20

33.26

33.40

33.55

33.61

33.60

33.59

33.66

33.9

1

34.05

34.87

35.07

TELS

TRA

PIT

34.87

UN

IDE

NTI

FIE

D P

IT

34.90

PO

WE

R P

OLE

34.89

GU

LLY

33.79

33.77

33.9

1

34.0

0

34.9234.93

34.5034.44

34.88

34.53

34.48

34.43

34.41

34.26

34.38

33.89

34.44 34

.5234

.70

35.05

RL

over

wal

l 35.

02

34.25

34.05

33.93

33.88

33.85

33.92

33.82

33.61

33.84

33.92

33.98

34.22

34.34

33.79

33.43

33.33

33.53 33

.65

34.43

33.65

33.69

33.74

33.82

34.42

33.66

33.62

33.64

33.6333

.62

33.70

33.62

33.5533

.6733

.52

33.6333

.6133.6733

.59

33.43

33.37

33.39

33.71

33.99

33.83

33.64

33.65

34.00

34.00

RL over fence 33.88

RL over fence 33.49

34.58

34.58

34.43

34.42

34.42

34.50

34.52

34.57

34.63

34.47

RL

over

fenc

e 34

.69

RL over fence 34.78

34.14

34.23

34.65

34.36

RL over fence 34.35

34.58 34

.57

TBM

deck

spi

kein

bitu

men

RL

34.9

5

brick and steelresidence.

Approx FL: 35.20

brick and tilegarage

Approx FL: 35.04

brick and tilegarage

Approx FL: 34.66

brick ret wall

fibro fencefibro fence

fibro

fen

ce

fibro

fen

ce

colourbond fence

concrete footpath

concrete footpath

conc

rete

foo

tpat

h

existingconcretecrossover

to be removed

over

head

pow

erlin

e

GU

LLY

barr

ier

kerb

barrier kerbbarrier kerb

pavers

pave

rs

gras

s

Sew

er M

anho

le57

01

90°4

'55"

90°4'5

5"89

°55'5

"

33.033.5

34

34.5

35.0

S/E

/P

VISITORBAY

ELLE

SMER

E ST

REET

LANDSCAPING

BRICK SCREEN WALL W/ ALUMINIUMPOWDERCOAT INFILL PANELS

BRICK SCREEN WALL W/ ALUMINIUMPOWDERCOAT INFILL PANELS

BRIC

K SCR

EEN

WALL

W/ A

LUMI

NIUM

POWD

ERCO

AT IN

FILL P

ANEL

S

3m ROADWIDENING (105m²)

EXISTING TREES TO BE RETAINED EXISTING TREES TO BE RETAINED

ROAD WIDENING TO BELANDSCAPED TO SHIRE

REQUIREMENTS

GATEGATE

bin store

PD

4.5mø mechanicalturntable

unit 3 store

unit 2

unit 2

desig

nate

d bi

ke ra

ckde

signa

ted

bike

rack

desig

nate

d bi

ke ra

ck

desig

nate

d bi

ke ra

ck

unit 4

unit 1carbay

unit 1

unit 3unit 4 unit 2 store

LANDSCAPING

unit 4

unit 1

32c cl (o/all)

28c cl

28c cl

28c cl

28c cl

28c cl

28c cl

28c cl 28c cl

28c cl28c cl

28c cl31c cl

23c t-bar

linen

store

brm32c cl

32c cl

32c cl

32c cl

32c cl

o/ho/h ref

refo/h

o/h

refo/h o/h

ref o/h

pd

pd

pd

pd

pd

28c cl

-3c b/paving

-1c b/paving

-3c grano

-3c grano

-1c b/paving-1c b/paving

-3c-3c

-1c-1c

-1c

step

unit 3

unit 3

GATEGATE

new crossover to shirespecification by builder

distributionboard

-1c b/paving

-1c b/paving

-3c b/paving

-3c b/paving

-2c

-2c

-2c

-2c

-3c b/paving

00c

-01c

-03c

23c t-bar

23c t

-bar

pilin

g to

engi

neer

s det

ails

100x100steel post

32c cl (o/all)

32c cl (o/all)

FFL 34.10

FL 33.843

FFL 34.10

FFL 33.928

FFL 33.928

RL 34.014

FL 33.843-3c -3c

RL 33.843

RL 34.357

100x100steel post

100x100steel post

open steel pergolaw/ wire and creeper

to be planted

kitchenkitchenkitchen

kitchen

meals

living

meals

living

livingmeals

living

meals

pdrpdr

ldry

pdr

entryentry entry

entry

garagegarage

carport

carport

store

store

LETT

ERBO

XES

DEEPSOIL

DEEPSOIL

DEEPSOIL

DEEPSOIL

DEEPSOIL

DEEPSOIL

DEEPSOIL DEEP

SOIL

DEEPSOIL

DEEPSOIL

DEEPSOIL

DEEPSOIL

DEEPSOIL

NO

RTH

EW

S

GROUND FLOOR PLAN

PLOT RATIO CALCULATION:LOT AREA 787m²-

ROAD WIDENING 105m²TOTAL 682m²

R40 MAX PLOT RATIO = 0.6ie. 0.6 x 682m² = 409m²

TOTAL 471.82m²= PLOT RATIO OF 0.691

SITE COVER682m² R40

ACTUAL 356m² 52%

PLOT RATIO CALCULATION:LOT AREA 787m²

R40 MAX PLOT RATIO = 0.6ie. 0.6 x 787m² = 472m²

TOTAL 471.8m²= PLOT RATIO OF 0.599

GSPublisherEngine 341.0.7.100

CLIENT

LOT 4023 (#24) ELLESMERESTREET, NORTH PERTH

TIGER DEVELOPMENTSTHESE ARE THE PLANS REFERRED

TO IN THE BUILDING CONTRACT

DATE..............................................

OWNER..........................................

OWNER..........................................

BUILDER........................................

A1811

PRINTED DATE:

SCALE:

18/12/2018

1:100PROPOSED RESIDENCE

HOUSE TYPE:

DRAWN / AMENDMENTS1/10/18 PLANNING AS17/12/18 PLANNING AMEND AS

SHEET:

JOB NO:

Dimensions take preferenceover scaling & to be

checked on site prior tocommencing construction 5 of 10

PLANNING DRAWINGS

INDIVIDUAL

COPYRIGHTThis plan shall remain the sole

property of the builder and mustnot be given, copied or resold

without the permissionof SOVEREIGN BUILDING

3 4 5 6

7 8 910

11

1213141516 DN 3 4 5 6 7 8

9

10111213141516 DN

3 4 5 6 7 8 9

10111213141516DN

12x610 A 12x610 A 8x1810

4x1

210

8x2

410

8x2

410

8x2410 16

x111

0

8x1

210

8x2

410

8x2

410

12x1210 12x1210

26x2410SD

26x2410SD

12x6

10 A

820

820

820

720

770CAVITY SLIDER

820

820820

22x2

410 A

26x1

810S

D

770CAVITY SLIDER

820

720

26x1810SD

720

820

820

770CAVITY SLIDER

820

12x9

10OB

S

720 820820

820

770

CAVI

TY S

LIDER

1 2 3

4 5 6 7 8 910111213

1415 16

DN

5x S

P F

22x2

410 A

22x1110 A

22x2410 A

12x1210 A 8x2410

5x S

P F

12x7

10OB

S 8

x241

0

5x SP F 22x2410 A

12x610 A 5x SP F

4.04 x 3.00

3.01 x 3.20

3.00 x 3.85

VB

3.41 x 3.36

3.77 x 1.82

VB

3.50 x 3.30

VB

VB

2.02 x 2.66

3.00 x 3.403.00 x 3.40

4.05 x 3.00

2.91 x 3.48

3.68 x 3.00

3.23 x 4.56VB

VB

VB

3.09 x 2.07

3.60 x 3.003.60 x 3.00

VB

3.79 x 2.51

3.99 x 1.99

VB

2.00 x 2.36

7,396

3,914

5,514

6,114

2,014

2,056

1,553

2,040

2,106 3

,076

2,446

1,616

1,540 5,220 3,990 5,460 2,440 4,510 3,110 6,550

1,540 14,670 2,440 14,170

1,906

1,820

8,940

2,440

2,014

1,906

13,20

02,0

14

1,559 500 7,580 6,590 2,440 3,770 10,400

1,559 14,670 2,440 14,170

3,880

2,360

5,350

3,914

11,59

03,9

14

3m ROAD WIDENING

29c + plate cl29c + plate cl

duct

duct

duct

hobless

hobless

hobless

hobless

hobless

hobless

hobless

hobless

sc

skylight

skylight29c + plate cl

29c + plate cl

wir

1650hprivacy screen

100x100steel post

bed 2 bed 3

bed 1

sitting

bed 1

bed 2

bed 3

sitting

bed 1

bed 2 bed 3

sitting

bed 1

bed 2

bed 3

ens

ens

ens

ens

bath

bath

bath

bathterrace

terraceterrace

terrace

UPPER FLOOR PLAN

NO

RTH

EW

S

GSPublisherEngine 341.0.7.100

CLIENT

LOT 4023 (#24) ELLESMERESTREET, NORTH PERTH

TIGER DEVELOPMENTSTHESE ARE THE PLANS REFERRED

TO IN THE BUILDING CONTRACT

DATE..............................................

OWNER..........................................

OWNER..........................................

BUILDER........................................

A1811

PRINTED DATE:

SCALE:

18/12/2018

1:100, 1:1PROPOSED RESIDENCE

HOUSE TYPE:

DRAWN / AMENDMENTS1/10/18 PLANNING AS17/12/18 PLANNING AMEND AS

SHEET:

JOB NO:

Dimensions take preferenceover scaling & to be

checked on site prior tocommencing construction 8 of 10

PLANNING DRAWINGS

INDIVIDUAL

COPYRIGHTThis plan shall remain the sole

property of the builder and mustnot be given, copied or resold

without the permissionof SOVEREIGN BUILDING

CL 2743 ( 32c)

FFL 0 ( 0c)

FL 3000 ( 35c)

CL 5521 ( 64c+ PLATE)

-3c

8c

20c

59c

54c

59c

37c

27c 23c 23c

17c

6c

19c

8c

39c

61c

56c

39c

29c

35c

25c

8c

25c 25c

39c

61c

32c

67c

CL 2571 ( 30c)FL 2828 ( 33c)

CL 5349 ( 62c+ PLATE)

FFL -172 ( -2c)

54c

59c

15c 17c

-3c -1c

2,743

257

2,521

1,985

432

5,946

2,743

257

2,521

2,029

1,972

387

498

429

NATURAL GL SHOWN DASHED

'OLD COLONIAL RED'1c HIGH FACE BRICKWORK33

.39

WAL

L HEI

GHT

painted sand finish render

painted sand finish render

'old colonial red'1c high face brick

'old colonial red'1c high face brick

'old colonial red'1c high face brick

FFL 34.10

contrasting paintedsand finish render

contrasting paintedsand finish render

contrasting paintedsand finish render

colorbond roofcolorbond roof

mass brickretaining t.o.w 33.84

FFL 33.928

mass brickretaining t.o.w 33.84

mass brickretaining t.o.w 34.01

mass brickretaining t.o.w 34.01

new g.l to suit 2% risetop of footing

top of footingtop of footing -9c -8c

-7c -6c

LONDON STREET ELEVATION

CL 2571 ( 30c)

FFL -172 ( -2c)

FL 2828 ( 33c)

CL 5349 ( 62c+ PLATE)

59c 60c

23c

59c 61c

-2c

23c

5c

-2c

51c

5c

23c

11c

23c

11c

47c

29c

2,743

257

2,521

5,665

5,789

approx sewer line

NATURAL GL SHOWN DASHED

obs

FFL 33.928

WAL

L HEI

GHT

obs

WAL

L HEI

GHT

painted sand finish render

'old colonial red'1c high face brickcolorbond roof

proposed retainingt.o.w 34.60

proposed retainingt.o.w 33.84

ELEVATION 2

CL 2743 ( 32c)

FFL 0 ( 0c)

FL 3000 ( 35c)

CL 5521 ( 64c+ PLATE)

51c

59c 59c

25c

32c

-1c

47c 43c

59c

47c

53c 53c 56c

61c 61c 61c

23c

-3c 0c

25c

0c

CL 2571 ( 30c)

FFL -172 ( -2c)

FL 2828 ( 33c)

CL 5349 ( 62c+ PLATE)

23c

-3c

3c

2,743

257

2,521

2,743

257

2,521

REMOTESECTIONAL DOOR

REMOTESECTIONAL DOOR

FFL 34.10NATURAL GL SHOWN DASHED NATURAL GL SHOWN DASHED

painted sand finish renderpainted sand finish render

contrasting paintedsand finish render

'old colonial red'1c high face brick

boundary wall

'old colonial red'1c high face brick

boundary wall

'old colonial red'1c high face brick

colorbond roofcolorbond roof

FFL 33.928

top of proposedretaining wallt.o.w 34.60

top of proposedretaining wallt.o.w 34.60

top of proposedretaining wallt.o.w 34.60

top of proposedretaining wallt.o.w 34.90

34.87

34.47

ELEVATION 3

CL 2743 ( 32c)

FFL 0 ( 0c)

FL 3000 ( 35c)

CL 5521 ( 64c+ PLATE)

59c

40c

61c

32c

20c

8c

20c 20c

56c

39c 39c

61c

56c

36c

67c

-1c 3c 3c

2,743

257

2,521

5,808

painted sand finish render

SELECTED BALUSTRADE

FFL 34.10

'old colonial red'1c high face brick

contrasting paintedsand finish render

contrasting paintedsand finish render 'old colonial red'

1c high face brick

colorbond roof

'old colonial red'1c high face brick

mass brickretaining t.o.w 34.01

mass brickretaining t.o.w 34.357

wall h

eight

ELLESMERE STREET ELEVATION

34.87

33.60

GSPublisherEngine 341.0.7.100

CLIENT

LOT 4023 (#24) ELLESMERESTREET, NORTH PERTH

TIGER DEVELOPMENTSTHESE ARE THE PLANS REFERRED

TO IN THE BUILDING CONTRACT

DATE..............................................

OWNER..........................................

OWNER..........................................

BUILDER........................................

A1811

PRINTED DATE:

SCALE:

18/12/2018

1:1, 1:100PROPOSED RESIDENCE

HOUSE TYPE:

DRAWN / AMENDMENTS1/10/18 PLANNING AS17/12/18 PLANNING AMEND AS

SHEET:

JOB NO:

Dimensions take preferenceover scaling & to be

checked on site prior tocommencing construction 9 of 10

PLANNING DRAWINGS

INDIVIDUAL

COPYRIGHTThis plan shall remain the sole

property of the builder and mustnot be given, copied or resold

without the permissionof SOVEREIGN BUILDING

WORKING DRAWING PLANNING LONDON STREET ELEVATION

ELLESMERE STREET ELEVATION

GSPublisherEngine 341.0.7.100

CLIENT

LOT 4023 (#24) ELLESMERESTREET, NORTH PERTH

TIGER DEVELOPMENTSTHESE ARE THE PLANS REFERRED

TO IN THE BUILDING CONTRACT

DATE..............................................

OWNER..........................................

OWNER..........................................

BUILDER........................................

A1811

PRINTED DATE:

SCALE:

18/12/2018

1:100PROPOSED RESIDENCE

HOUSE TYPE:

DRAWN / AMENDMENTS1/10/18 PLANNING AS17/12/18 PLANNING AMEND AS

SHEET:

JOB NO:

Dimensions take preferenceover scaling & to be

checked on site prior tocommencing construction 10 of 10

PLANNING DRAWINGS

INDIVIDUAL

COPYRIGHTThis plan shall remain the sole

property of the builder and mustnot be given, copied or resold

without the permissionof SOVEREIGN BUILDING

16x2310

25x SP A 25x SP A

25xS

PSD

25x710 A

10x610 AOBS

9x1510 FOBS820

TF2143x880

10x6

10 A

OBS

820

TF21

43x8

80

25x3010SD

25x SP A

820

820

820

25x3010SD

25x1710

25x S

P F

25x2

610S

D

820

920

TF21

43x9

80

25x7

10 A

920

TF21

43x9

80

12x7

10OB

S 12

x810

25x1

910

25x S

P F

25x710 A

25x8

10

6x3

010 A

1 2

UP 1 2

UP 1 2

UP 1 2

UP

1 2UP

160 1,385

1,045

20.1

2

10.0

6

40.23

30.17

R = 1

0.04

A = 15

.79

LOT 4024house well clear

LOT 4022

225 PE 70kPa gas main

abandoned gas main

exis

ting

wat

er m

ain

approx IL 32.32depth 1.11m

conc

rete

enc

ased

sew

er m

ain

exis

ting

sew

er m

ain

34.95

33.1

2

33.1433.1033.0933.07

33.0

7

33.0032

.98

32.94

32.97

32.92

33.20

33.12

33.02

32.90

33.08 33.04

32.87 32.96

33.14 33.28

33.0933.23

33.42 33.44

33.31

33.37

33.48

33.5

3

33.82 33

.81

33.69

33.6

733

.82

33.6

733

.86

34.0

134

.18

34.2

1

34.0

7

34.2

734

.55

34.4

1

34.6134

.48

34.82 34

.91

34.99

34.9

3

34.98

34.25

33.80

33.4833

.5233.44

33.38

33.26

33.20

33.26

33.40

33.55

33.61

33.60

33.59

33.66

33.9

1

34.05

34.87

35.07

TELS

TRA

PIT

34.87

UN

IDE

NTI

FIE

D P

IT

34.90

PO

WE

R P

OLE

34.89

GU

LLY

33.79

33.77

33.9

1

34.0

0

34.9234.93

34.5034.44

34.88

34.53

34.48

34.43

34.41

34.26

34.38

33.89

34.44 34

.5234

.70

35.05

RL

over

wal

l 35.

02

34.25

34.05

33.93

33.88

33.85

33.92

33.82

33.61

33.84

33.92

33.98

34.22

34.34

33.79

33.43

33.33

33.53 33

.65

34.43

33.65

33.69

33.74

33.82

34.42

33.66

33.62

33.64

33.6333

.62

33.70

33.62

33.5533

.6733

.52

33.6333

.6133.6733

.59

33.43

33.37

33.39

33.71

33.99

33.83

33.64

33.65

34.00

34.00

RL over fence 33.88

RL over fence 33.49

34.58

34.58

34.43

34.42

34.42

34.50

34.52

34.57

34.63

34.47

RL

over

fenc

e 34

.69

RL over fence 34.78

34.14

34.23

34.65

34.36

RL over fence 34.35

34.58 34

.57

TBM

deck

spi

kein

bitu

men

RL

34.9

5

brick and steelresidence.

Approx FL: 35.20

brick and tilegarage

Approx FL: 35.04

brick and tilegarage

Approx FL: 34.66

brick ret wall

fibro fencefibro fence

fibro

fen

ce

fibro

fen

ce

colourbond fence

concrete footpath

concrete footpath

conc

rete

foo

tpat

h

existingconcretecrossover

to be removed

over

head

pow

erlin

e

GU

LLY

barr

ier

kerb

barrier kerbbarrier kerb

traffic island

pavers

pave

rs

gras

s

Sew

er M

anho

le57

01

90°4

'55"

90°4'5

5"89

°55'5

"

33.033.5

34

34.5

35.0

S/E

/P

deep soilzone 15.8m²deep soil

zone 19.7m²

deep soilzone 5.4m²

deep soilzone 4.0m²

deep soilzone 8.8m²

deep soilzone 14.3m²

deep soilzone 20.9m²

deep soilzone 7.0m²

MAG

GLE

MAGMAG MAG MAG MAG

BRA

SAP

SAP SAP

MAG

SAP

MAG

MAG

MAG MAG

MAG

existing trees to be retaininedexisting trees to be retainined

existing trees to be retainined

MAG

MAG

MAG

deep soilzone 3m²

BRA

BRA

BRA

BRA

BRA

MAG

deep soilzone 5.6m²

creeper to beplanted overunit 1 carbay pergola

Brick paving

Soft leaf buffalo lawn- controlled spray retic.

LANDSCAPE LEGEND

Deep soil zone

Standard soil zone

Note:All lawn and garden beds to befully reticulated with water authorityapproved water wise reticulationwith automatic timer .Reticulation type noted underplant/lawn type.

Tree schedule

Code Species Size QTY Mature Canopy Total Canopy

GLE Gleditsia Sunburst 100L 1 28m² (6mø) 28m²

SAP Chinese Tallow 100L 4 20m² (6mø) 80m²

MAG Magnolia Little Gem 45L 12 7m² (3mø) 84m²

BRA Bradford Pear 45L 6 12m² (4mø) 72m²

Total: 264m² 39% canopy cover

Landscaping CalculationsSite Area: 682m²

Required canopy cover:204m² (30%)

Proposed canopy cover:156m² (23%)

Required Deep Soil Zone:102m² (15%)

Proposed Deep Soil Zone:104.5m² (15.3%)Yucca Filamentosa 'Adams Needle',

spacing as shown.-Controlled spray retic.

Viburnum 'Emerald Lustre'spacing as shown.- Controlled spray retic.

PLANTING LEGEND

NO

RTH

EW

S

LANDSCAPING PLAN

GSPublisherEngine 341.0.7.100

CLIENT

LOT 4023 (#24) ELLESMERESTREET, NORTH PERTH

TIGER DEVELOPMENTSTHESE ARE THE PLANS REFERRED

TO IN THE BUILDING CONTRACT

DATE..............................................

OWNER..........................................

OWNER..........................................

BUILDER........................................

A1811

PRINTED DATE:

SCALE:

18/12/2018

1:100PROPOSED RESIDENCE

HOUSE TYPE:

DRAWN / AMENDMENTS1/10/18 PLANNING AS17/12/18 PLANNING AMEND AS

SHEET:

JOB NO:

Dimensions take preferenceover scaling & to be

checked on site prior tocommencing construction 6 of 10

PLANNING DRAWINGS

INDIVIDUAL

COPYRIGHTThis plan shall remain the sole

property of the builder and mustnot be given, copied or resold

without the permissionof SOVEREIGN BUILDING

PTY

PTY

PTY

1 2 3 4 5 6

7 8 910

11

UP

PTY

1 2 3 4 5 6 7 8 9

1011

UP 1 2 3 4 5 6 7 8

9

1011

UP

1 2

UP 1 2

UP 1 2

UP 1 2

UP

1 2 3

4 5 6 7 8 910111213

1415 16

UP UBO

UBO

UBO

UBO

1 2UP

4.5mø mechanicalturntable

NO

RTH

EW

S

GROUND FLOOR PLAN

GSPublisherEngine 341.0.7.100

CLIENT

LOT 4023 (#24) ELLESMERESTREET, NORTH PERTH

TIGER DEVELOPMENTSTHESE ARE THE PLANS REFERRED

TO IN THE BUILDING CONTRACT

DATE..............................................

OWNER..........................................

OWNER..........................................

BUILDER........................................

A1811

PRINTED DATE:

SCALE:

18/12/2018

1:100PROPOSED RESIDENCE

HOUSE TYPE:

DRAWN / AMENDMENTS1/10/18 PLANNING AS17/12/18 PLANNING AMEND AS

SHEET:

JOB NO:

Dimensions take preferenceover scaling & to be

checked on site prior tocommencing construction 7 of 10

PLANNING DRAWINGS

INDIVIDUAL

COPYRIGHTThis plan shall remain the sole

property of the builder and mustnot be given, copied or resold

without the permissionof SOVEREIGN BUILDING

3 4 5 6

7 8 910

11

1213141516 DN 3 4 5 6 7 8

9

10111213141516 DN

3 4 5 6 7 8 9

10111213141516DN

12x610 A 12x610 A 8x1810

4x1

210

8x2

410

8x2

410

8x2410 16

x111

0

8x1

210

8x2

410

8x2

410

12x1210 12x1210

26x2410SD

26x2410SD

12x6

10 A

820

820

820

720

770CAVITY SLIDER

820

820820

22x2

410 A

26x1

810S

D

770CAVITY SLIDER

820

720

26x1810SD

720

820

820

770CAVITY SLIDER

820

12x9

10OB

S

720 820820

820

770

CAVI

TY S

LIDER

1 2 3

4 5 6 7 8 910111213

1415 16

DN

5x S

P F

22x2

410 A

22x1110 A

22x2410 A

12x1210 A 8x2410

5x S

P F

12x7

10OB

S 8

x241

0

5x SP F 22x2410 A

12x610 A 5x SP F

VB

VB

VB

VB

VBVB

VB

VB

VB

NO

RTH

EW

S

GROUND FLOOR PLAN

CURRENT PLANSPagePagePagePagePagePagePagePagePagePage

Turntable details