proposed glassford & wimbridge residence · pf pd pg peg found peg disturbed peg gone datum nail stake found stf survey no parking sign cp 1.8m high fibro fence avg. cond. pg pg pg

SCHEDULE OF COLOURS

plans dated23/06/2020

ROOF - 'COLORBOND STEEL' SHALE GREY

RENDER - OFF WHITE RENDER COLOURFACE BRICK - PAINTED IN OFF WHITEBREEZE BLOCKS - PAINTED IN OFF WHITE

UPPER WALL CLADDING -'JAMES HARDIE' AXON CLADDING - SHALE GREY COLOUR PROPOSED WINDOW FRAMES - - CHARCOAL COLOUR

PERMEABLE GARAGE DOOR - COLORBOND BASALT

CONTENTS:

PAGE 1 - SITE SURVEYPAGE 2 - SITE PLAN

PAGE 3 - GROUND FLOOR PLANPAGE 4 - UPPER FLOOR PLAN

PAGE 5 - ELEVATIONS 1PAGE 6 - ELEVATIONS 2

PAGE 7 - 3D PERSPECTIVES

address

NOTES

CONFIRM ALL DIMENSIONS ON SITEPRIOR TO COMMENCEMENT OF WORK.

REFER ENGINEER'S DRAWINGS FORSTRUCTURAL AND CONCRETE WORK.

CONTRUCTION DETAILS MAY VARY ON SITE AT THE BUILDER'S OR OWNER'S DISCRETION.

DO NOT SCALE FROM DRAWINGS.

This plan shall remain the sole property of Paramount Design andmust not be copied, given, lent, resold, hired out or otherwise disposed

of without the written permission of Paramount Design.

D.F. 04/10/2018REV. VARIATION

DRN DATE

GLASSFORD & WIMBRIDGE

LOT 2 (#27) EVANDALE STREET,FLOREAT

client

PD_18018

job no.

sheet no.

scale

00 of 07

COPYRIGHT©

Telephone (08) 9345 3133 Facsimile (08) 9349 6003

WEB www.paramountdesign.com.auEMAIL [email protected]

Unit 4, 511 Wanneroo Road BALCATTA WA 6061

drawing name:

design subject tocouncil approval

COVER PAGE

prop

osed

gla

ssfo

rd &

wim

brid

ge re

siden

ce

1 : 100 @ A2

TOP OF RET.WALL 26.93m

address

NOTES








DRN DATE



client

PD_18018

job no.

sheet no.

scaleCOPYRIGHT©




drawing name:


pro

po

sed

gla

ssfo

rd &

wim

brid

ge

re

sid

enc

e

1 : 200 @ A2

89°5

9'

90°1'134°5

9'3

0"

134°59'30"

90°1'

18.61

30.6

1

8.54

12.57

36.6

5

1.6m HIGH FIBRO FENCE AVG. COND.

BRICK & METAL GARAGEAPPROX. FFL 27.36m

(TO REMAIN)

SINGLE STOREYBRICK & TILE

RESIDENCE #27APPROX. FFL 27.54m(TO BE DEMOLISHED)

SINGLE STOREY BRICK & TILE RESIDENCE #29APPROX. FFL 28.50m

DATUM NAIL 27.04m ASSUMED VALUE

TOP OF RET.WALL 27.36m

3 STEPSTOP 27.56m

2 STEPSTOP 27.36m

TOP OF WALL 27.36m

TOP OF L.STONERET. WALL 27.36m

TOP OF WALL 27.36m

TOP OF STEP 26.94m

TOP OF RET. WALL 11.20m


4 STEPSTOP 26.97m

TOP OF STEP27.34mTOP OF STEP

27.13m

3 STEPSTOP 27.50m


10.7

4

CO

NC

. P

ATH

G

OO

D C

ON

D.

10.9

6

26.3

826.3

8

TOP OF FOOTING27.42m

PAPERBARKHT 4m

PAPERBARKHT 4m

LEMONHT 3m

PAPERBARKHT 6m

TREEHT 5m

3SINGLE STOREY

GROUND COVERSANDY/ GRASS/ WEED

BUSHES / SMALL TREES

637m²

2

1.5-10km

ESTAB 09/1970

663 m²

LOT

DRAINAGE

CO

NFI

RM

NO

SER

VIC

E

AV

AIL

AB

LE

LOC

ATE

D

WATER

O/H

U/G

GAS

POWER

TELE.

SEWERAGE

LOT RECORDS

SERVICE

STATUS

APPROX.

AHD + 16.15m

DISTANCE

COASTAL

AREA:

LOT:

AREA:

ACCURATE GEODETIC CONNECTION.

APPROXIMATE AHD CONNECTION ONLY,

HEIGHT RESTRICTIONS REQUIRE

POSITION & / OR AVAILABILITY ON SITE.

BUILDER / CLIENT TO CONFIRM

SERVICES 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. SHAFT

CONNECTION

PIT

TELE.

TEL

PRE-LAID CONN. TPL

DRAINAGE

MANHOLE

GULLY PIT

DMH

LOT PIT LDP

HOUSE CONN.

SIDE ENTRY PIT

COMBINATION

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

NO PARKING SIGN

RAMP

CP

METAL SHED(TO BE

REMOVED)

PO

OL

(TO

BE

REM

OV

ED)

EXISTING METAL GAZEBO TO REMAIN

BLOCK KERB POOR COND.

BLO

CK

KER

B

PO

OR

CO

ND

.

PORCH

PA

VIN

G

GRASS

METAL SHED

GRASS

WTP

1.8

m H

IGH

FIB

RO

FEN

CE

AV

G.

CO

ND

.

POOL PUMP

L.STONE RET. WALL GOOD COND.

PG

PG

PG

PG

PG

1.8

m L

.STO

NE W

ALL

G

OO

D C

ON

D.

EVANDALE STREET

BIR

KD

ALE

STR

EET

O/H POWERLINE

O/H POWERLINE SMHHC

IS

PAVING

PAVING

BITUMEN

BIT

UM

EN

PAVED X - OVER & DRIVEWAY GOOD COND.

CONC. X - OVER & DRIVEWAY GOOD COND.

CO

NC

RETE

EN

CA

SED

BRICK AND METAL RESIDENCEOBSTRUCTED BY VEGETATION

GATE

PA

VIN

G FIBRE

GLASS & WOODAWNING

(TO BEREMOVED)

FIBREGLASS & WOODAWNING

WOOD & METAL AWNING OVERWOODEN DECK

AWNING LINE

1

683m²

UNKNOWN SERVICEUNDER HATCH

M

PP

N

267 C 8

16/01/1833083

FLOREAT

35246-01-100

2 No. 27 EVANDALE ST

A

G & D GLASSFORD

RESIDENTIAL BUILDING WA PTY LTD CAMBRIDGE, TOWN OF

DIA : 40805

521/100A

1:200

31.94336° 115.80117°ES:GPS:UBD REF

Easements, Caveats, Covenants etc. All SERVICES require verification from the relevant AUTHORITY - suggest contacting "Dial Before You Dig"

BUILDER'S REF SURVEYED

for underground services & a site inspection.

boundary POSITION is APPROXIMATE & requires survey confirmation - Check Landgate Plan & Certificate of Title for Encumbrances including

This PLAN is current at the Surveyed Date, NOT FOR CONSTRUCTION purposes without site corroboration. The cadastral

TITLE : LOT :

DWG No REV

:CLIENT

FEATURE SURVEY

NOTE

BUILDER AUTHORITY C/T :

:

:

SHEET

1 of 1

:

SCALE @ A3

SUBURB

c STANDFAST NOMINEES 1996

www.linkssurveying.com.auW:

[email protected]

(08) 9354 8511P:

E:5 0 2.5 5 10 15

DENOTES EXISTING STRUCTURE/FEATURE TO BE REMOVED

DRAWING NOTE:

ALL EXISTING RETAININGOUTSIDE BOUNDARY TO BE

REMOVED (SHOWN DASHED)

DATUM NAIL 26.15m APPROX.AHD VALUE

1 of 7

SITE SURVEY

EX

ISTI

NG

SET

BA

CK

3605

26.00

2

6 . 00

27 . 00

27 . 0

0

26. 5 0

27.32

27.13

27.35

27.28

27.30

27.41

26.96

27.49

27.64

27.07

27.59

26.86

27.38

26.74

26.22

27.30

26.17

26.99

26.89

26.29

26.87

26.88

26.61

26.65

26.71

26.18

26.78

27.24

26.88

26.94

26.86

26.82

26.7826

.22

26.82

27.35

27.26

27.20

26.00

26.93

26.25

27.00

27.47

26.20

26.85

27.13

26.92

27.37

27.26

26.85

26.98

26.80

27.00

26.90

26.98

27.05

26.08

26.94

26.36

26.99

27.19

25.86

26.95

27.37

27.28

26.26

27.12

26.94

27.12

27.16

26.88

26.85

26.91

26.93

26.79

26.75

27.36

27.35

26.06

27.17

26.93

26.32

26.99

26.84

27.11

27.37

27.29

26.87

26.79

26.26

27.03

26.75

26.81

27.37

26.14

26.90

26.40

27.34

26.06

26.22

25.90

26.13

26.38

26.64

27.10

26.02

26.19

26.03

26.08

26.57

26.48

26.53 26

.81

26.63

26.22

25.95

26.16

26.14

26.7026

.08

26.96

26.90

26.97

27.31

27.39

26.79

26.96

27.33

26.97

26.97

26.95

27.36

26.97

27.33

26.97

26.77

26.94

26.97

26.74

26.97

27.11

26.97

26.77

26.97

26.76

27.41

27.37

27.50

26.74

27.35

26.42

26.98

26.35

26.97

26.89

26.28

26.29

26.87

26.94

26.96

26.68

26.41

26.94

26.24

SEWER CONNECTION POSITION

APPROXIMATE ONLY

SEWER INVERT LEVEL

SEWER BROUGHT UP

DEPTH TO CONNECTION

25.53

0.00

1.41

address

NOTES







S.C. 25/09/2018

REV. VARIATION

DRN DATE



client

PD_18018

job no.

sheet no.

scaleCOPYRIGHT©




drawing name:


1 : 100 @ A2

DN

DN

EX

ISTI

NG

SETB

AC

K

J.E. 12/02/2019

E V A N D A L E S T R E E T

B I R

K D

A L

E S

T R

E E

T

J.E. 21/03/2019

N

26

.0

0

2

6.

00

2 7 . 0 0

2

7 . 0

0

26

.5 0

27.32

27.13

27.35

27.28

27.30

27.41

26.96

27.49

27.64

27.07

27.59

26.86

27.38

26.74

26.22

27.30

26.17

26.99

26.89

26.29

26.87

26.88

26.61

26.65

26.71

26.18

26.78

27.2426

.88

26.94

26.86

26.82

26.78

26.22

26.82

27.35

27.26

27.20

26.00

26.93

26.25

27.00

27.47

26.20

26.85

27.13

26.92

27.37

27.26

26.85

26.98

26.80

27.00

26.90

26.98

27.05

26.08

26.94

26.36

26.99

27.19

25.86

26.95

27.37

27.28

26.26

27.12

26.94

27.12

27.16

26.88

26.85

26.91

26.93

26.79

26.75

27.36

27.35

26.06

27.17

26.93

26.32

26.99

26.84

27.11

27.37

27.29

26.87

26.79

26.26

27.03

26.75

26.81

27.37

26.14

26.90

26.40

27.34

26.06

26.22

25.90

26.13

26.38

26.64

27.10

26.02

26.19

26.03

26.08

26.57

26.48

26.53

26.81

26.63

26.22

25.95

26.16

26.14

26.70

26.08

26.96

26.90

26.97

27.31

27.39

26.79

26.96

27.33

26.97

26.97

26.95

27.36

26.97

27.33

26.97

26.77

26.94

26.97

26.74

26.97

27.11

26.97

26.77

26.97

26.76

27.41

27.37

27.50

26.74

27.35

26.42

26.98

26.35

26.97

26.89

26.28

26.29

26.87

26.94

26.96

26.68

26.41

26.94

26.24

26.3

8

26.3

8

6347

SW

12960

89°5

9'

90°1'

134°

59'

30"

134°59'30"

90°1'

18.61

30.6

1

8.54

12.57

36.6

5

1.6m HIGH FIBRO FENCE AVG. COND.

10.7

1

EXISTING BRICK & METALGARAGE TO REMAINAPPROX. FFL 27.36m


10.7

1

CO

NC

. PA

TH

GO

OD

CO

ND

.

10.7

0

10.7

0

11.2

4

PAPERBARKHT 4m

PAPERBARKHT 4m

LEMONHT 3m

PAPERBARKHT 6m

GROUND COVERSANDY/ GRASS/ WEED

BUSHES / SMALL TREES

2

1.5-10km

ESTAB 09/1970

663 m²

LOT

DRAINAGE

CO

NFI

RM

NO

SER

VIC

E

AV

AIL

AB

LE

LOC

ATE

D

WATER

O/H

U/G

GAS

POWER

TELE.

SEWERAGE

LOT RECORDS

SERVICE

STATUS

APPROX.

AHD + 16.15m

DISTANCE

COASTAL

AREA:

LOT:

AREA:

ACCURATE GEODETIC CONNECTION.

APPROXIMATE AHD CONNECTION ONLY,

HEIGHT RESTRICTIONS REQUIRE

POSITION & / OR AVAILABILITY ON SITE.

BUILDER / CLIENT TO CONFIRM

SERVICES 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. SHAFT

CONNECTION

PIT

TELE.

TEL

PRE-LAID CONN. TPL

DRAINAGE

MANHOLE

GULLY PIT

DMH

LOT PIT LDP

HOUSE CONN.

SIDE ENTRY PIT

COMBINATION

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

NO PARKING SIGN

CP

1.8

m H

IGH

FIB

RO

FEN

CE

A

VG

. C

ON

D.

PG

PG

PG

PG

PG

1.8

m L

.STO

NE

WA

LL

G

OO

D C

ON

D.

SMH

HCIS

PROPOSED CROSSOVERTO COUNCIL SPECIFICATIONS

UNKNOWN SERVICEUNDER HATCH

M

SETOUTPOINT

O/H POWERLINE

1000SETOUT

7539

16145

6926

7545

SETOUTPOINT

SETOUTPOINT

SETOUTPOINT

3420 11570 1000

TO S

ETO

UT

PO

INT

TO S

ETO

UT

PO

INT

PROPOSED RESIDENCESHOWN SHADED

F.F.L. 00c = R.L. 27.36 APPROX.

PROPOSED PAVING@ -03c R.L. 27.103

TO S

ETO

UT

PO

INT

TO S

ETO

UT

PO

INT

TO SETOUT POINT

SETOUT

SITE PLAN

2 of 7

stormwater drainage calculations:LOT 2SITE AREA: 681.956m²LANDSCAPED AREA: 210.259m²IMPERVIOUS AREATO BE SEALED: 471.697m²SIZE OF SOAKWELLS USED: (x3) 1500mm dia. x 1200mm deep

NUMBER OF SOAKWELLS USED: 3EACH SOAKWELL CATERS FOR: 1500mm dia. x 1200mm = 173.8m² TOTAL AREA CATERED FOR: = 173.8 + 173.8 + 173.8 = 521.40m²

7624

DN

GA

TE

- termite treatment:termite treatment to comply withBCA 3.1.3 & AS 3660.1 - 2014

- plumber note:Confirm depth and positionof invert position priorpouring of concrete slab.

- stormwater note:All rwp's to be reticulatedby 90mm PVC pipe into selectedsoakwells. Final size & positionof soakwells to be determinedby engineer drawings or contractor.

SWSW

1500Ø x 1200DEEP SOAKWELL

17489

SELE

CTE

D R

ETA

ININ

G(T

OP @

27.6

5/B

OT

@ 2

7.3

5)

6201

12960

2284

2939

6329

SET

BA

CK

2190SETBACK

SET

BA

CK

1500SETBACK

SETBACK1000

PROPOSEDDECKINGR.L @ 27.15

DN


DN


PROPOSED TERRACEPAVED @ 00c

R.L. 27.36

16145

EXTENT OFUPPER FLOOR

SHOWN HATCHED

EXTENT OFOVERSHADOWINGSHOWN HATCHED

LANDSCAPED AREA CALCULATIONS

LANDSCAPED AREA TO FRONT 6m SETBACK: 48.429m²TOTAL AREA TO FRONT 6m SETBACK: 93.420m²

= 51.8% + 10% FOR (2x) MATURE TREES=61.8% LANDSCAPED AREA

Brick & Tile-Well Clear

TO SETOUT POINT3420 14190

EXISTINGGAZEBO

GRASS @ 26.95

PA

VED

@ 2

7.1

03

PA

VED

@ 2

7.2

74

GR

ASS

@ 2

6.9

5

T.O

.W27.4

46

1817

6647

76

3605

METER

EXISTING METERBOXLOCATION

GRASSR.L. @ 26.83

APPROX.

6000

SET

BA

CK

4500 500500

1500

1500

(x3) MATURE TREES TOFRONT SETBACK AREA

6410

9379

DN

DN

60mm

EXISTING RETAINING WALLT.O.W @ 27.36B.O.W @ 27.13

EX

ISTI

NG

1800 H

IGH

LIM

ESTO

NE W

ALL

(TO

P @

28.0

5)

TEX

TUR

ED

BR

ICK

RETA

ININ

GW

ITH

SC

REE

NIN

G O

VER

(TO

P @

26.9

5)

EX

ISTI

NG

1800 H

IGH

LIM

ESTO

NE W

ALL

(TO

P @

28.0

5)

EX

ISTI

NG

LIM

EST

ON

EW

ALL

TO

BE C

UT

BA

CK

FO

RFE

NC

E IN

FILL

(TO

P @

26.9

5)

1066

GA

TE

1000

1203

54

TEX

TUR

ED

BR

ICK

RETA

ININ

GW

ITH

SC

REE

NIN

G O

VER

(TO

P @

26.8

6)

STE

PS

TEXTURED BRICK RETAININ

G

WITH SC

REENIN

G O

VER

(TOP @

10.77)

1150

2056

PROPOSEDLIMESTONE WALL(TOP @ 27.103)

2620

NOTE: RETROSPECTIVEAPPROVAL REQUIRED

ON EXISTINGGARAGE SETBACK

NOTE: LANDSCAPE PLANTINGTO LEFT HAND SIDE OF

EXISTING GARAGE

SEWER CONNECTION POSITION

APPROXIMATE ONLY

SEWER INVERT LEVEL

SEWER BROUGHT UP

DEPTH TO CONNECTION

25.53

0.00

1.41


OVERSHADOWING CALCULATIONS

OVERSHADOWING AREA: 68.076m²

68.076m² OVERSHADOWING TO ADJOINING SITE (LOT 3 - 637m²) = 10.67%

PROPOSED RESIDENCESHOWN SHADED

F.F.L. -02c = R.L. 27.188 APPROX.

EX

ISTI

NG

RETA

ININ

G W

ALL

T.O

.W @

27.3

6B

.O.W

@ 2

6.9

0

10.9

810

.76PROPOSED COURTYARD

PAVED @ -01cR.L. 27.274

PR

OPO

SED

PO

RC

HTI

LED

@ 2

7.3

3

TILED @ 27.15

address

NOTES








DRN DATE

GRAHAM & DENEGLASSFORD


client

PD_18018

job no.

sheet no.

scaleCOPYRIGHT©




drawing name:


1 : 100 @ A2

BOUNDARY


9.99

.

3SINGLE STOREY

637m²

NO PARKING SIGN

RAMP

CP

GRASS

PG

SMH

IS


1

683m²

C O U R T Y A R D

DN

E N S U I T E

F R O N T Y A R D

E N T R Y

SCULLERY

K I T

C H

E N

F A M I L Y

RO

BE

BO

UN

DA

RY

BOUNDARY

BOUN

DARY

BO

UN

DA

RY

T E R R A C E

SKYLIGHT

WM

GATE

B E D 2

1200

STU

DY

NO

OK

1500

6001

1000

2540

FR

7981

STORE

1900

STORESTORE

B A C K Y A R D


B I R

K D

A L

E S

T R

E E

T

11/07/2018D.F.

SHR

DN

R.L. @ 26.83APPROX.

DN DN

SC

REEN

ING

SC

REEN

ING

4256

2284

7395

L A U N D R Y

SHR

WM

E N S.

LOT AREA = 663m²

RESIDENCESITE COVERAGE : 290.889m² (43.88%)

OPEN SPACE: 372.111m² (56.12%)

SITE COVERAGE CALCULATIONS

EX

ISTI

NG

NEIG

HB

OU

RS

SET

BA

CK

EXISTING METERBOXLOCATION

6410

9379

SC

REEN

ING

J.E. 12/02/2019

DN

MATURETREE

J.E. 21/03/2019

PR

OP

OSED

SETB

AC

K T

O M

ATC

HEX

ISTI

NG

PLA

NN

ING

APPR

OV

AL

PROPOSED METERBOXLOCATION6390

NOTE: EXISTING GARAGE SECTIONSTO BE REMOVED SHOWN HATCHED

450

600

850

P'DER

EXISTING BRICK & METALGARAGE APPROX. (FFL 27.36m)

(TO BE MODIFIED)

D R

E S

S I N

G

LINEN

LOU

VR

ES

DO

OR

/SID

ELIG

HT

3 of 7

1

2

HOUSE: 239.784m²TERRACE: 13.996m²PORCH: 8.768m² PORCH 2: 18.972m²

TOTAL: 281.52m²

PERIMETER: 72.329m

GROUND FLOOR PLAN

proposed areas:

4

3

EXTENT OFUPPER FLOOR

D I N

I N

G

Westinghouse

L I V I N G

5.10 x 5.05

5.1

0 x

4.7

2

(RAKING CEILING)

F O Y E R

M A S T E RB E D R O O M

(RA

KIN

G C

EIL

ING

)

UP

NORTH

ERN A

SPEC

T

NORTHERN ASPECT

NORTHERN ASPECT

N

N

ZONING R15

LOT 2663m²

NO

RTH

C O U R T

17489

F.L. @ -02c

PAVED @ -03c

(RAKINGCEILING)

C.L. @ 31c

C.L. @ 31c

C.L. @ 31c

C.L. @ 31c

870DOOR

PAVED @ 00c

1090W-2400HAWNING/FIXED

490W

-600H

AW

NIN

G

10364

3605

DN

PROPOSEDDECKINGR.L @ 11.00

METER

PAVED @ -01c

EXISTINGGAZEBO

P O

R C

H

5.22 x 4.71

EXISTING LIMESTONERETAINING WALL TO

BE REMOVED

MATURETREES

4500

METER

HIGHLIGHT WINDOWS OVER

3.90 x 4.81

3.75 x 3.29

5778

SEL

ECTE

D R

ETA

ININ

G(T

OP @

27.6

5/B

OT

@ 2

7.3

5)


26.00

26

.00

2 7 . 0 0

2

7 . 0

0

26.5 0

DATUM NAIL 27.04m ASSUMED VALUE

BOUNDARY


1

683m²

BO

UN

DA

RY

BOUNDARY

BOUN

DARY

BO

UN

DA

RY

1850

6000

address

NOTES








DRN DATE



client

PD_18018

job no.

sheet no.

scaleCOPYRIGHT©




drawing name:


1 : 100 @ A2

11/07/2018D.F.

UP

J.E. 12/02/2019

3SINGLE STOREY

637m²


J.E. 21/03/2019

4 of 7

1

2

proposed areas:

HOUSE: 103.280m²BALCONY: 16.718m²

TOTAL: 119.998m²

PERIMETER: 44.508m

UPPER FLOOR PLAN

4

3

S I T T I N G

B A

L C

O N

Y

EXTENT OFGROUND FLOOR


B I R

K D

A L

E S

T R

E E

T

B E D 3

ROBE

B E D 4

ROBE

W I L

4.78 x 5.392.3

1 x

6.1

2

IT NOOK

W C

ZONING R15

LOT 2663m²

NO

RTH

B A T H

4.50 x 3.60

3.96 x 3.80

C.L. @ 31c

C.L. @ 31c

C.L. @ 28c

C.L. @ 28c

BREEZE BLOCK SCREEN WALL TO1600 ABOVE BALCONY FLOOR LEVEL

4500

CO

NE O

F VIS

ION

address

NOTES








DRN DATE



client

PD_18018

job no.

sheet no.

scaleCOPYRIGHT©




drawing name:


1 : 100 @ A2

11/07/2018D.F.

J.E. 12/02/2019

J.E. 21/03/2019

5 of 7

ELEVATIONS

2915

2829

BOUNDARY

BOUNDARY

4059

eva

nd

ale

str

ee

t (g

ara

ge

vie

w)

- STR

EET

ELE

VA

TIO

N 1

sca

le 1

:100

2915

BOUNDARY

SEL

ECTE

D B

REE

ZEB

LOC

KS

70W

TEX

TUR

E C

OA

TED

WIN

DO

W S

UR

RO

UN

D

TEX

TUR

ED

BR

ICK

WO

RK

874

343

5079

911

1120

5050W

-2400H

SLI

DIN

G D

OO

R

RA

KIN

GSPEC

. FI

XED

3000W

-2400H

SLI

DIN

G D

OO

R

55c

50c

3220W

-600H

SLI

DIN

G

'JA

MES

HA

RD

IE' M

ATR

IXC

LAD

DIN

G P

AN

EL'J

AM

ES H

AR

DIE

' 133 A

XO

N C

LAD

DIN

G(V

ERTI

CA

L O

RIE

NTA

TIO

N)

RA

KIN

GSPEC

. FI

XED

870

DO

OR

490W

-1886H

AW

N./

FIX

ED

3216

eva

nd

ale

str

ee

t -

STR

EET

ELE

VA

TIO

N 1

sca

le 1

:100

F.L.

@ 2

7.3

6 =

00c

F.L.

@ 2

7.3

6 =

00c

CO

MC

LAD

RO

OF

@5°

PIT

CH

APPR

OX

.

U/S

IDE O

F R

OO

FPIT

CH

@ 3

4c

U/S

IDE O

F R

OO

FPIT

CH

@ 3

4c

U/S

IDE O

F R

OO

FPIT

CH

@ 3

3c

F.L.

@ 2

7.3

6 =

00c

2914

birk

da

le s

tre

et

- STR

EET

ELE

VA

TIO

N 2

sca

le 1

:100

2914

257

2657

28c

00c

28c

12c

28c

-02c

-02c

28c

63c

35c

(54

00

)

(30

00

)

FAC

E B

RIC

K (

CO

MM

ON

S)

WIT

H W

HIT

E P

AIN

T FI

NIS

HFA

CE B

RIC

K (

CO

MM

ON

S)

WIT

HW

HIT

E P

AIN

T FI

NIS

H

63c

47c

(54

00

)

(40

29

)

TEX

TUR

ED

BR

ICK

WO

RK

'JA

MES

HA

RD

IE' 1

33 A

XO

N C

LAD

DIN

G(V

ERTI

CA

L O

RIE

NTA

TIO

N)

CO

MC

LAD

RO

OF

@6°

PIT

CH

APPR

OX

.

6140

3390W

-1200H

AW

NIN

G/F

IXED

890W-2572HFIXED

2290W-SPEC.FIXED

5210W

-2400H

SLI

DIN

G D

OO

R

BOUNDARY

BOUNDARY

26.9

326.9

526.9

226.7

726.9

5

GR

OU

ND

LEV

EL T

OEX

ISTI

NG

FO

OTP

ATH

C.L

. @

32c

F.L.

@ 3

5c

C.L

. @

66c

TO

U/S

OF

PLA

TE

F.L.

@ 2

7.1

88 =

-02c

EX

ISTI

NG

GR

OU

ND

LEV

EL

SHO

WN

DA

SH

ED

EX

ISTI

NG

HO

USE

F.L.

= 2

7.5

4F.

L. @

27.3

6 =

00c

U/S

IDE O

F R

OO

FPIT

CH

@ 3

4c

150x50 RHSCOLUMNS

birk

da

le s

tre

et

- FE

NC

E E

LEV

ATI

ON

2

sca

le 1

:100

-02c

BOUNDARY

BOUNDARY

10.7

810.8

010.8

0

GR

OU

ND

LEV

EL T

OEX

ISTI

NG

FO

OTP

ATH

EX

ISTI

NG

1800 H

IGH

LIM

ESTO

NE W

ALL

(TO

P @

28.0

5)

TEX

TUR

E B

RIC

KR

ETA

ININ

G W

ITH

SC

REEN

ING

OV

ER

(TO

P @

26.9

5)

SC

REEN

ING

TO

GA

TE

STE

PS

EX

ISTI

NG

LIM

EST

ON

EW

ALL

SEC

TIO

NTO

BE R

EM

OV

ED

F.L.

@ 2

7.3

6=

00c

PEA

K R

OO

F H

EIG

HT

@ R

.L. 33.9

64

EX

ISTI

NG

STE

PS

TO B

E R

EM

OV

ED

26.2

1

TEX

TUR

ED

BR

ICK

RETA

ININ

G W

ITH

FLA

TB

AR

SC

REEN

ING

OV

ER

STE

PS

FLA

T B

AR

SC

REEN

ING

NO

TE: A

LL A

LUIM

INIU

M F

EN

CE IN

FILL

TO B

E 4

0x15 A

NG

LED

SLA

TS W

ITH

(x2)

40x40 H

OR

IZO

NTA

L B

RA

CIN

GS

(TY

PIC

AL

SPA

CIN

G P

LAN

BELO

W)

1600

EX

ISTI

NG

1800 H

IGH

LIM

ESTO

NE W

ALL

(TO

P @

28.0

5)

EX

ISTI

NG

LIM

EST

ON

EW

ALL

TO

BE C

UT

BA

CK

FO

RFE

NC

E IN

FILL

(TO

P @

26.9

5)

TEX

TUR

ED

BR

ICK

RETA

ININ

G W

ITH

FLA

TB

AR

SC

REEN

ING

OV

ER

6410

2289

6324

PER

MEA

BLE

SEC

TIO

N O

F FE

NC

ETO

SEC

ON

DA

RY

STR

EET

= 1

6.7

33m

TOTA

L LE

NG

TH O

F FE

NC

ETO

SEC

ON

DA

RY

STR

EET

= 2

9.7

3m

56.2

8%

OF

FEN

CE P

ER

MEA

BLE

490W-1543HAWNING

42c

60c

60c

1066

1799

617

1784

702

2933

1779

725

40

160

40

15

40

53c

(1543 A

.F.L

)

9380

26-BJ-45

P

05

01

EX

ISTI

NG

GA

RA

GE

F.L.

= 2

7.3

6

30c

28c

BOUNDARY

EX

ISTI

NG

GA

RA

GE T

O B

EM

OD

IFIE

D T

O M

ATC

H A

PPR

OV

EDFR

ON

T SE

TBA

CK

2000

2410W

-1372H

AW

N./

FIX

ED

3280W

-2400H

AW

N./

FIX

ED

3280W

-600H

FIX

ED

'JA

MES

HA

RD

IE' 1

33

AX

ON

CLA

DD

ING

(VER

TIC

AL

OR

IEN

TATI

ON

)

55c

SELE

CTE

DG

ARA

GE

DO

OR

EX

ISTI

NG

GA

RA

GE T

O B

EM

OD

IFIE

D T

O M

ATC

H A

PPR

OV

EDFR

ON

T SE

TBA

CK

648

26.8

6

27.1

526.8

526.8

2

26.3

8

27.1

5

26.1

5

26.3

626.3

226.2

426.2

426.1

726.2

626.4

0

26.4

026.3

626.3

226.2

426.2

426.1

726.2

6

address

NOTES








DRN DATE



client

PD_18018

job no.

sheet no.

scaleCOPYRIGHT©




drawing name:


1 : 100 @ A2

11/07/2018D.F.

J.E. 12/02/2019

J.E. 21/03/2019

27.3

3

6 of 7

ELEVATIONS 3 & 4

F.L.

@ 3

5c

sid

e v

iew

- E

LEV

ATI

ON

4

sca

le 1

:100

2914

257

2657

2743

257

2657

2829

28c

-02c

28c

00c

20c

11c

58c

47c

(49

72

)

(40

29

)

BOUNDARY

BOUNDARY

2743

257

2657

FAC

E B

RIC

K (

CO

MM

ON

S)

WIT

HW

HIT

E P

AIN

T FI

NIS

HC

OM

CLA

D R

OO

F @

5°

PIT

CH

APPR

OX

.'J

AM

ES H

AR

DIE

' 133 A

XO

N C

LAD

DIN

G(V

ERTI

CA

L O

RIE

NTA

TIO

N)

SEL

ECTE

D B

REE

ZEB

LOC

KS

TEX

TUR

ED

BR

ICK

WO

RK

28c

28c

03c

28c

03c

28c

23c

63c

35c

(54

00

)

(30

00

)

60c

(51

43

)

46c

(39

43

)

2740W

-429H

AW

NIN

G/F

IXED

730W

-2143H

AW

N./

FIX

ED

OB

S.

OB

S.

820

DO

OR

730W

-2400H

AW

N./

FIX

ED

OB

S.

1200W

-857H

AW

NIN

G O

BS.

2400 257

3140

6140

'JA

MES

HA

RD

IE' 1

33 A

XO

N C

LAD

DIN

G(V

ERTI

CA

L O

RIE

NTA

TIO

N)

FAC

E B

RIC

K(C

OM

MO

NS)

WIT

HW

HIT

E P

AIN

T FI

NIS

H

820

DO

OR

2572H

-SPEC

.FI

XED

/AW

NIN

G

772H

-2240W

FIX

ED

2400H

-970W

AW

NIN

G/F

IXED

943H

-3400W

FIX

ED

/AW

NIN

G943H

-2410W

FIX

ED

943H

-3400W

FIX

ED

/AW

NIN

G

'JA

MES

HA

RD

IE' M

ATR

IXC

LAD

DIN

G P

AN

EL

BOUNDARY

BOUNDARY

GR

OU

ND

LEV

EL T

ON

EIG

HB

OU

RIN

G P

RO

PER

TYEX

ISTI

NG

GR

OU

ND

LEV

EL

SHO

WN

DA

SH

ED

SEL

ECTE

D R

ETA

ININ

G(T

OP @

27.6

5/

BO

T @

27.3

5)

EX

ISTI

NG

GA

RA

GE

F.L.

= 2

7.3

6

F.L.

@ 2

7.3

6 =

00c

EX

ISTI

NG

GR

OU

ND

LEV

EL

rea

r vie

w -

ELE

VA

TIO

N 3

sca

le 1

:100

C.L

. @

32c

F.L.

@ 3

5c

C.L

. @

66c

TO

U/S

OF

PLA

TE

F.L.

@ 2

7.1

88 =

-02c

C.L

. @

32c

F.L.

@ 3

5c

C.L

. @

66c

TO

U/S

OF

PLA

TE

C.L

. @

32c

C.L

. @

66c

TO

U/S

OF

PLA

TE

F.L.

@ 2

7.3

6 =

00c

C.L

. @

63c

TO

U/S

OF

PLA

TE

U/S

IDE O

F R

OO

FPIT

CH

@ 3

3c

1600

OB

S.

OB

S.

6605

PEA

K R

OO

F H

EIG

HT

@ R

.L. 33.9

64

7050

PEA

K R

OO

F H

EIG

HT

@ R

.L. 33.9

64

6665

EX

ISTI

NG

GA

ZEB

OSH

OW

N D

ASH

ED

1945W

-429H

SLI

DIN

G

(47

14

)55c

1600

BR

EEZE

BLO

CK

WA

LL T

O1600 A

BO

VE B

ALC

ON

YFL

OO

R L

EVEL

EX

ISTI

NG

GA

ZEB

OSH

OW

N D

ASH

ED

OB

S.

730W

-2143H

AW

N./

FIX

ED

OB

S.

00c

55c

EX

ISTI

NG

GA

RA

GE T

O B

EM

OD

IFIE

D T

O M

ATC

H A

PPR

OV

EDFR

ON

T SE

TBA

CK

1400W

-2400H

820

DO

OR

W/

LOU

VR

ED

SID

ELI

GH

T

33c

28c

27.1

327.3

0

26.9

6

27.3

527.4

127.3

327.3

027.3

527.2

010.9

1

27.4

927.4

927.4

9

27.4

127.3

2

address

NOTES










PD_18018

sheet no.

scale

7 of 7

COPYRIGHT©





3D PERSPECTIVES

1 : 100 @ A2

DRN DATE client job no. drawing name:

EVANDALE STREET ELEVATION

EVANDALE & BIRKDALE ST CORNER PERSPECTIVE

Documents

proposed glassford & wimbridge residence · pf pd pg peg found peg disturbed peg gone datum nail stake found stf survey no parking sign cp 1.8m high fibro fence avg. cond. pg pg pg