3
KEYS: PRIVATE COURTYARDS PC WIND DIRECTIONS NEIGHBOURING SITE ACCESS ACCESS POTENTIAL NOISE IMPACT TRAFFIC & VIEWS REMOVED TREES TO BE NORTHERN SUNLIGHT NOISE NOTES WILL BE MAINTAINED IN A FUNCTIONAL CONDITION 1. ALL RUN OFF AND SEDIM ENT CONTROL STRUCTURES 2. REVEGETATION WORKS STRAW THAT IS GUARANTEED WEED FREE AND A "DRYLAND" SEED M IXTURE IN ALL APPLICATIONS - HAY M ULCHING MUST USE AS POSSIBLE DURING CONSTRUCTION RETAINED WITH VEGETATION 4. REVEGETATION ON RETAIN CUT AND FILLS AS SOON 3. AREAS NOT USED FOR BUILDING SHOULD BE Di r ectio n Of Flow SEDIMENT CONTROL DETAILS. DETAIL B EMBEDED 200 INTO GROUND. GEOTEXTILE FILTER FABRIC Undisturbed Area. DETAIL OF LAP WIRE MESH disturbed Area. 20 0 0 M AX . 500-700 mm Posts Driven into Ground. 2- STRIPPING OF GRASS AND VEGETATION ETC. FROM SITE SHALL BE KEPT TO A MINIMUM. 3- ALL SEDIMENT CONTROL STRUCTURES TO BE INSPECTED AFTER EACH RAINFALL EVENT FOR AND ALL TRAPPED SEDIMENT TO STRUCTURAL DAMAGE BE REMOVED TA A NOMINATED STOCKPILE SITE. 1- All EROSION AND SEDIMENT CONTROL MEASURES TO BE INSTALLED PRIOR TO SITE DISTURBANCE. D I R E C T I O N O F F L O W SEDIMENT CONTROL NOTES: TOE TRENCH TO BE BACK FILLED 100 GEOTEXTILE FILTER FABRIC DISTURBED AREA INTO GROUND. 500-700 POSTS DRIVEN UNDISTURBED AREA SEDIMENT FENCE SOIL STOCK PILE 100mm Dip DIVERSION DRAIN (WHERE POSSIBLE) AND BANK 0.2mm POLYTHENE MEMBRANE DETAIL A MATERIAL STORAGE AREA TOPSOIL STOCKPILE Cov ered with Poythene Membrane. SEDIMENT FENCE 200 500 min. MIN. 500 200 DELIVERY TRUCK PARKING WASTE BINS KERB TURF FILTER 12 cubic bin A PPR OX I MA T E T.N. G R A S S 16.70 1 9.15 1 8.94 1 8.67 18.48 1 8.12 17.76 1 7.44 17.07 16.90 16.86 1 6.83 1 6.82 1 6.80 16.79 1 6.72 1 6.68 16.64 16.76 18.04 16.09 16.13 16.19 1 6.21 16.26 16.31 1 6.37 1 6.42 1 6.45 1 6.49 1 6.56 1 6.64 1 6.70 1 6.82 1 6.86 1 6.93 1 7.17 17.48 1 7.78 0 .1.0D 10 H 1 7.30 SI GN 16.66 EP 1 6.46 16.28 SV 16.24 HYD 1 6.65 0 .9D 8H 1 6.75 0 .9D 8H 1 6.72 TE LSTRA P IT 16.55 T ELSTR A P IT 1 6.56 16.63 16.69 16.73 16.49 16.23 1 6.28 1 6.56 16.75 16.78 16.80 1 6.69 16.46 1 6.49 16.65 1 6.98 17.28 17.57 1 7.84 1 8.07 1 8.33 18.49 1 6.86 1 6.99 1 7.08 17.07 1 7.05 17.10 1 6.85 16.83 17.16 1 7.11 17.21 17.24 1 7.20 17.10 1 6.99 WATERMETER 1 7.11 1 7.09 17.14 17.01 17.00 16.95 1 7.04 17.10 17.14 1 7.08 17.13 16.87 1 7.02 1 7.18 17.28 17.01 1 7.20 1 7.07 16.89 16.89 17.10 17.10 17.01 16.90 16.81 16.77 1 6.75 1 6.73 GAS METER 16.79 WATERMETER 1 6.80 1 6.79 16.91 1 6.90 16.89 16.89 16.94 1 6.79 1 6.94 1 7.09 17.26 17.26 1 8.36 1 7.62 1 8.01 1 8.24 18.35 1 8.58 1 8.83 1 9.02 1 9.17 0 .5D 7H 1 8.36 0 .7D 7H 17.84 EP 17.91 T ELSTR A P IT 18.58 1 8.64 1 8.80 1 8.92 1 9.14 18.40 17.86 1 7.98 17.94 18.20 1 8.30 18.25 1 8.19 1 8.20 1 8.22 18.19 1 8.23 1 8.14 1 8.43 18.11 1 8.37 1 8.30 18.18 18.15 18.27 18.23 18.17 18.20 1 8.42 18.74 1 8.68 18.70 18.63 1 8.55 18.68 1 8.72 18.80 1 8.81 1 8.73 18.86 18.89 18.87 1 8.88 18.82 18.79 18.87 18.87 18.86 19.02 19.33 19.33 1 9.42 1 9.52 1 8.73 18.80 18.81 1 8.73 1 8.74 1 8.73 18.71 18.71 1 8.67 1 8.72 1 8.71 1 8.79 18.77 0.3D 6H 0 .2D 4H 1 7.47 1 7.44 17.48 1 8.24 18.27 1 7.47 1 7.50 17.48 1 7.50 17.50 17.48 18.24 18.40 18.58 18.73 1 8.78 18.79 18.80 1 8.74 1 8.51 18.33 1 8.22 18.22 18.31 18.36 18.33 18.58 18.64 18.69 1 8.82 0.2D 6H 1 7.89 17.75 17.63 17.42 1 7.39 17.44 1 7.39 1 7.42 17.41 M.M. DP 9 2 20 N o 3 5 S I N G L E S T O R E Y B R I C K N o 6 S I N G L E S T O R E Y R E N D E R LOT 1 DP 1267935 L O T 1 8 D P 9 2 2 0 L O T A D P 4 1 1 0 9 2 PRIVATE POL E INSPECTION PIT INSPECT I ON PIT B M C U T I N K E R B H T 1 6 . 4 6 BAD GERY AVEN UE MACKENZIE STREET T O P O F K E R B T O P O F K E R B TO P OF KERB TOP OF KERB EXISTING VEHICLE CROSSING E X I S T I N G V E H I C L E C R O S S I N G CROSSIN G PEDESTRIAN CONCRETE DRIVEWAY CONCRETE PATH CONCRETE PATH CONCRETE PATH CONCRETE PATH C O N C R E T E D R I V E W A Y C O N C R E T E PI T 17.5 16.5 16. 5 17. 0 17.0 18.5 19.0 27.735 30.48 56°04' 236°04' 3 .885 10 1 °12'30" 146°18' 326°18' 45.72 45.72 1389.7m2 (by DP) L O T 1 R I D G E R L 2 3 . 7 5 R I D G E R L 2 2 . 6 0 RI DGE RL22.9 5 G U T T E R R L 2 0 . 7 0 G U T T E R R L 2 0 . 8 0 A W N I N G A W N I N G TOP WIN DOW RL 20.20 B OTTOM RL1 9.60 TOP WIN DOW RL 19.80 B OTTOM RL1 8.40 TOP WIN DOW RL 19.80 B OTTOM RL1 8.80 TOP WIN DOW RL 19.80 B OTTOM RL1 8.60 A W N I N G G U T T E R R L 2 2 . 9 5 G U T T E R R L 2 2 . 9 5 GUTTER RL22.85 RIDGE RL23.85 R I D G E R L 2 5 . 4 0 R I D G E R L 2 5 . 6 5 TOP WINDOW RL22.40 BOTTOM RL20.60 TOP WINDOW RL22.25 BOTTOM RL20.45 16.1 9 Inv PIT 1 6.67 Top GRATE SWPIT RAMP 4750 3500 1500 ZEN GARDEN AREA POOL PUMP PORCH TERRACE 7365 x 7140 SWIMMING POOL 12000 x 7000 TERRACE 7000 x 7350 BALCONY POOL PUMP POOL LOUNGE AREA 8370 x 7350 POOL FENCE POOL FENCE POOL FENCE FFL. 18.405 FFL. 18.005 16676 1013 2500 1000 785 1025 8020 6480 9528 5953 8020 6480 = 331.38 SQM = 293.28 SQM = 837.63 SQM = 440.79 SQM UNIT 1. 2. FIRST FLOOR AREA 5. PRIVATE OPEN SPACE 4. TOTAL AREA 1. GROUND FLOOR AREA = 837.63 SQM = 1389.7 SQM SITE SITE AREA TOTAL FLOOR AREA LANDSCAPE = 510 SQM TOTAL LANDSCAPE AREA DESIGN AREA CALCULATIONS = 725.25 SQM 6. TOTAL ROOF AREA = 103.56 SQM 3. BASEMENT AREA WIN D S WINTER WINDS WINTER SUMMER/WINTER BREEZE S SUMMER WINDS ISSUE AMENDMENT BY DATE DRAWN DATE CHECKED SCALE NUMBER IN SET JOB NUMBER ISSUE DO NOT SCALE THE DRAWINGS, READ ALL DIMENSIONS SHOWN. ALL DIMENSIONS, NOTES ON ALL PLANS AND CONSENT DOCUMENTS MUST BE CHECKED AND VERIFIED BY THE CONTRACTOR PRIOR TO ANY COMMENCEMENT OF ANY BUILDING WORKS ON SITE, TO CLARIFY ANY DISCREPANCIES BETWEEN ALL PLAN DRAWINGS AND DOCUMENTATION RELEVANT TO THE PROPOSAL / SITE WORKS. GROUND LEVELS MAY VARY DUE TO SITE CONDITIONS. COPYRIGHT - THESE DRAWINGS REMAIN THE PROPERTY OF DVYNE DESIGN JT PTY LTD AND CAN NOT BE ALTERED OR REPRODUCED WITHOUT WRITTEN CONSENT. DRAWING TITLE JOB DESCRIPTION CLIENT DETAILS AT DESIGN SHOP 1, 23-27 PATON STREET, MERRYLANDS WEST, NSW 2160 (02) 9637 1111 CONSTRUCT CONSULT [email protected] www.dvyne.com.au 2-4 BADGERY AVE, HOMEBUSH TWO STOREY DWELLING WITH SWIMMING POOL AND BASEMENT NOTIFICATION PLAN BERNARD WAI JUNE 2021 1:100 SB SB 20178-10 A09 A 1 : 100 1 Notification plan A JK JUN 2021 DA SUBMISSION

Notification plan

  • Upload
    others

  • View
    1

  • Download
    0

Embed Size (px)

Citation preview

Page 1: Notification plan

KEYS:

PRIVATECOURTYARDS

PC

WINDDIRECTIONS

NEIGHBOURING

SITE ACCESSACCESS

POTENTIAL NOISEIMPACT TRAFFIC &

VIEWS

REMOVED

TREES TO BE

NORTHERNSUNLIGHT

NOISE

NOTES

WILL BE MAINTAINED IN A FUNCTIONAL CONDITION

1. ALL RUN OFF AND SEDIMENT CONTROL STRUCTURES

2. REVEGETATION WORKS

STRAW THAT IS GUARANTEED WEED FREE AND A

"DRYLAND" SEED MIXTURE IN ALL APPLICATIONS

- HAY MULCHING MUST USE

AS POSSIBLE DURING CONSTRUCTION

RETAINED WITH VEGETATION

4. REVEGETATION ON RETAIN CUT AND FILLS AS SOON

3. AREAS NOT USED FOR BUILDING SHOULD BE

Direction Of Flow

SEDIMENT CONTROL DETAILS.

DETAIL B

EMBEDED 200 INTO GROUND.GEOTEXTILE FILTER FABRIC

Undisturbed Area.

DETAIL OF LAP

WIRE MESH

disturbed Area.

2000

MAX.

500-700mm

Posts Driven

intoGround.

2- STRIPPING OF GRASS AND VEGETATION ETC. FROM SITE SHALL BE KEPT TO A MINIMUM.3- ALL SEDIMENT CONTROL STRUCTURES TO BE INSPECTED AFTER EACH RAINFALL EVENT FOR

AND ALL TRAPPED SEDIMENT TO STRUCTURAL DAMAGE BE REMOVED TA A NOMINATED STOCKPILE SITE.

1- All EROSION AND SEDIMENT CONTROL MEASURES TO BE INSTALLED PRIOR TO SITE DISTURBANCE.

DIRECTION OF FLOW

SEDIMENT CONTROL NOTES:

TOE TRENCH TO BE BACK FILLED

100

GEOTEXTILE FILTER FABRIC

DISTURBED AREA

INT

O G

RO

UN

D.

500

-700

PO

ST

S D

RIV

EN

UNDISTURBED AREA

SEDIMENT FENCE

SOIL STOCK PILE

100m

m D

ip

DIVERSION DRAIN

(WHERE POSSIBLE)AND BANK

0.2mm POLYTHENE MEMBRANE

DETAIL A

MATERIAL STORAGE

AREA

TOPSOIL STOCKPILE

Covered with Poythene

Membrane.

SEDIMENT FENCE

20

0

50

0 m

in.

MIN

.

500

200

DELIVERY TRUCK

PARKING

WASTE BINS

KERB TURF FILTER

12 cubic bin

APPROXIMATE T.N.

GRASS

16.7

0

19.15

18.94

18.67 18.4

8

18.12 17.7

6

17.44 17.0

7

16.9

0

16.8

6

16.83 16.82

16.80

16.7

9

16.72

16.68

16.6

4

16.7

6

18.0

4

16.0

9

16.1

3

16.1

9

16.21

16.2

6

16.3

1

16.37 16.42

16.45

16.49

16.56

16.64

16.70

16.82

16.86

16.93

17.17

17.4

8

17.78

0.1.0D 10H

17.30SIGN

16.6

6

EP

16.46 16.2

8

SV

16.2

4

HYD

16.65

0.9D 8H

16.75

0.9D 8H

16.72

TELS

TRA PIT

16.5

5

TELSTRA P

IT

16.56

16.6

3

16.6

9

16.7

3

16.4

9

16.2

3

16.28

16.56

16.7

5

16.7

8

16.8

0

16.69

16.4

6

16.49

16.6

5

16.98

17.2

8

17.5

7

17.84

18.07

18.33

18.4

9

16.86

16.99

17.08 17.0

7

17.05 17.1

0

16.85

16.8

3

17.1

6

17.11

17.2

1

17.2

4

17.20

17.1

0

16.99WATER M

ETER

17.11

17.09

17.1

4

17.0

1

17.0

0

16.9

5

17.04

17.1

0

17.1

4 17.08

17.1

3

16.8

7

17.02

17.18

17.2

8

17.0

1

17.20

17.07

16.8

9

16.8

9

17.1

0

17.1

0

17.0

1

16.9

0

16.8

1 16.7

7

16.75 16.73

GAS M

ETER

16.7

9

WATER

METE

R

16.80

16.79

16.9

1

16.90

16.8

9

16.8

9 16.9

4

16.79

16.94

17.09

17.2

6

17.2

6

18.36

17.62

18.01

18.24

18.3

5

18.58

18.83

19.02

19.17

0.5D 7H

18.36

0.7D 7H

17.8

4

EP

17.9

1

TELSTRA P

IT

18.5

8

18.64

18.80

18.92

19.14

18.4

0

17.8

6

17.98

17.9

4

18.2

0

18.30

18.2

5

18.19

18.20

18.22

18.1

9

18.23

18.14

18.43

18.1

1

18.37

18.30

18.1

8

18.1

5

18.2

7

18.2

3

18.1

7

18.2

0

18.42

18.7

4

18.68

18.7

0

18.6

3

18.55

18.6

8

18.72

18.8

0

18.81

18.73

18.8

6

18.8

9

18.8

7

18.88

18.8

2

18.7

9

18.8

7

18.8

7

18.8

6

19.0

2

19.3

3

19.3

3

19.42

19.52

18.73

18.8

0

18.8

1

18.73 18.74

18.73

18.7

1

18.7

1

18.67

18.72 18.71

18.79

18.7

7

0.3

D 6

H

0.2D 4H

17.47

17.44

17.4

8

18.24

18.2

7

17.47

17.50

17.4

8

17.50

17.5

0

17.4

8

18.2

4

18.4

0

18.5

8

18.7

3

18.78

18.7

9

18.8

0

18.74

18.51

18.3

3

18.22

18.2

2

18.3

1

18.3

6

18.3

3 1

8.58

18.6

4

18.6

9

18.82

0.2

D 6

H

17.89

17.7

5

17.6

3

17.4

2 17.39

17.4

4

17.39

17.42

17.4

1

M.M. DP 9220

No 35SINGLE STOREY

BRICK

No 6SINGLE STOREY

RENDER

LOT 1DP 1267935

LOT 18DP 9220

LOT ADP 411092

PRIVATE PO

LEIN

SPE

CTIO

N PIT

INSPEC

TION P

IT

BMCUT IN KERBHT 16.46

BA

DG

ER

Y

A

VE

NU

E

MACKENZIE STREET

TOP OF KERBTOP OF KERB

TO

P

OF

K

ER

BT

OP

OF

K

ER

B

EX

IST

ING

VE

HIC

LE

C

RO

SS

ING

EXISTING VEHICLE CROSSING

CRO

SSIN

G

PE

DE

STR

IAN

CO

NC

RE

TE

DR

IVE

WA

Y

CONCRETE PATH CONCRETE PATH

CO

NC

RE

TE

P

AT

HC

ON

CR

ET

E P

AT

H

CONCRETE

DRIVEWAY

CONCRETE

PIT

17.5

16

.5

16.5

17.0

17.0

18

.5

19.0

27

.73

5

30

.48

56

°04

'

23

6°0

4'

3.88

5

101°

12'30"

146°18'

326°18'

45.72

45.72

1389.7m2 (by DP)

LOT 1

RIDGE RL23.75

RIDGERL22.60

RID

GE

RL

22.9

5

GUTTER RL20.70

GUTTERRL20.80

AWNING

AWNING

TO

P W

IND

OW

RL2

0.2

0

BO

TT

OM

RL

19.6

0

TO

P W

IND

OW

RL1

9.8

0

BO

TT

OM

RL

18.4

0

TO

P W

IND

OW

RL1

9.8

0B

OT

TO

M R

L1

8.8

0

TO

P W

IND

OW

RL1

9.8

0

BO

TT

OM

RL

18.6

0

AWNING

GUTTER RL22.95

GUTTER RL22.95

GU

TT

ER

RL

22.8

5

RID

GE

RL

23.8

5

RIDGE RL25.40

RIDGE RL25.65

TO

P W

IND

OW

RL2

2.4

0B

OT

TO

M R

L2

0.6

0

TO

P W

IND

OW

RL2

2.2

5B

OT

TO

M R

L2

0.4

5

16.1

9 In

v PIT

16.67 Top GRATE

SWPIT

RAMP

4750

3500

1500

ZEN GARDEN

AREA

POOL PUMP

PORCH

TERRACE

7365 x 7140

SWIMMING POOL

12000 x 7000

TERRACE

7000 x 7350BALCONY

POOL PUMP

POOL LOUNGE AREA

8370 x 7350

POOL FENCE

PO

OL F

EN

CE

PO

OL F

EN

CE

FFL. 18.405

FFL. 18.005

16676

1013

2500

1000

785

1025

8020

6480

9528

5953

8020

6480

= 331.38 SQM

= 293.28 SQM

= 837.63 SQM

= 440.79 SQM

UNIT 1.

2. FIRST FLOOR AREA

5. PRIVATE OPEN SPACE

4. TOTAL AREA

1. GROUND FLOOR AREA

= 837.63 SQM

= 1389.7 SQM

SITE

SITE AREA

TOTAL FLOOR AREA

LANDSCAPE

= 510 SQMTOTAL LANDSCAPE AREA

DESIGN AREA CALCULATIONS

= 725.25 SQM6. TOTAL ROOF AREA

= 103.56 SQM3. BASEMENT AREA

WIN

DSW

INTER

WIN

DS

WIN

TE

R

SU

MM

ER

/WIN

TE

R

BREEZESSUMMER

WIN

DS

ISSUE AMENDMENT BY DATEDRAWN

DATE

CHECKED

SCALE

NUMBER IN SET

JOB NUMBER

ISSUE

DO NOT SCALE THE DRAWINGS, READ ALL DIMENSIONS SHOWN.ALL DIMENSIONS, NOTES ON ALL PLANS AND CONSENT

DOCUMENTS MUST BE CHECKED AND VERIFIED BY THE

CONTRACTOR PRIOR TO ANY COMMENCEMENT OF ANY

BUILDING WORKS ON SITE, TO CLARIFY ANY DISCREPANCIES

BETWEEN ALL PLAN DRAWINGS AND DOCUMENTATION RELEVANT TO THE

PROPOSAL / SITE WORKS. GROUND LEVELS MAY VARY DUE TO SITECONDITIONS. COPYRIGHT - THESE DRAWINGS REMAIN THE PROPERTY OF

DVYNE DESIGN JT PTY LTD AND CAN NOT BE ALTERED OR REPRODUCED

WITHOUT WRITTEN CONSENT.

DRAWING TITLEJOB DESCRIPTION

CLIENT DETAILSAT

D ES IG N

SH O P 1 , 2 3 - 2 7 PA T O N ST R EET ,

M ER R Y LA N D S W E ST , N SW 2 1 6 0

(0 2 ) 9 6 3 7 1 1 1 1

C O N ST R U C T C O N SU LT

ja ck@ d vyn e .com .au

w w w .d vyne .com .au2-4 BADGERY AVE, HOMEBUSH

TWO STOREY DWELLING WITHSWIMMING POOL AND BASEMENT

NOTIFICATION PLAN

BERNARD WAI

JUNE 2021

1:100

SB

SB

20178-10

A09A

1 : 1001Notification plan

A JK JUN 2021DA SUBMISSION

Page 2: Notification plan

RLGround CL

21390

RLGround Level

18090

RLFirst Floor Level

21600

RLTop Ceiling Level

24300

RLBasement Level

15190

RLBasement Ceiling

17890

2700

210

3300

200

2700

RLPiano Ceiling22190

aluminium framedfixed window

solid coreentry door

aluminium framedfixed window

aluminium framedfixed window

aluminium framedfixed window

aluminium framedfixed window

aluminium framedawning window

aluminium framedawning windows

aluminium framedfixed window with obscuredglazing

aluminium framedfixed window with obscured glazing

aluminium framedfixed window

aluminium framedsliding window

selected roof tile

27170MAX RL.

natural ground line

selected colorbond fascia/gutter

selected stone finish(refer to colour schedule)

20.00°

2100

5610

5610

5610

2100

1000

2400

2400

4100

aluminium framedawning window

RLGround CL

21390

RLGround Level

18090

Max.RL

natural ground line

RLFirst Floor Level

21600

RLTop Ceiling Level

24300

RLUpper Ground Floor18490

RLUpper Ground Ceiling21190

RLUpper First Floor21390

RLUpper Top Ceiling Level24090

RLBasement Level

15190

RLBasement Ceiling

17890

selected colorbond fascia / gutter(refer to colour schedule)

selected roof tiles (refer tocolour schedule)

selected stone finish (referto colour schedule)

selected aluminiumframed sliding window

RLPiano Ceiling

22190

20.00°

27170

2700

200

3300

210

2700

selected aluminium framedfixed window

selected aluminium framedfixed window

selected aluminium framedsliding window

selected aluminium framedawning window

selected aluminium framedawning window

selected aluminium framedawning window

selected aluminium framedawning window

selected colorbond fascia / gutter(refer to colour schedule)

selected timber cladding(refer to colour schedule)

selected face brick(refer to colour schedule)

2100

2100

2100

2100

2100

3600

2100

2100

2100

2100

95

00

BU

ILD

ING

HE

IGH

T

4100

RLGround CL21390

RLGround Level18090

RLFirst Floor Level21600

RLTop Ceiling Level24300

RLUpper Ground Floor

18490

RLUpper Ground Ceiling

21190

RLUpper First Floor

21390

RLUpper Top Ceiling Level

24090

RLBasement Level15190

RLBasement Ceiling17890

27170MAX RL.

selected aluminium framedsliding window obscured glazing

selected aluminium framedsliding window

selected aluminium framedsliding window

selected aluminium framedsliding window with obscured

glazing

selected aluminium framedsliding window with obscured glazing

selected roof tile

20.00°

20.00°

selected colorbondfascia/gutter

selected face brick(refer to colour schedule)

selected glass balustradeto Australian standards

2700

210

3300

200

2700

2700

200

2700

2400

2400

2400

2400

2100

ISSUE AMENDMENT BY DATEDRAWN

DATE

CHECKED

SCALE

NUMBER IN SET

JOB NUMBER

ISSUE

DO NOT SCALE THE DRAWINGS, READ ALL DIMENSIONS SHOWN.

ALL DIMENSIONS, NOTES ON ALL PLANS AND CONSENT

DOCUMENTS MUST BE CHECKED AND VERIFIED BY THE

CONTRACTOR PRIOR TO ANY COMMENCEMENT OF ANY

BUILDING WORKS ON SITE, TO CLARIFY ANY DISCREPANCIES

BETWEEN ALL PLAN DRAWINGS AND DOCUMENTATION RELEVANT TO THE

PROPOSAL / SITE WORKS. GROUND LEVELS MAY VARY DUE TO SITE

CONDITIONS. COPYRIGHT - THESE DRAWINGS REMAIN THE PROPERTY OF

DVYNE DESIGN JT PTY LTD AND CAN NOT BE ALTERED OR REPRODUCED

WITHOUT WRITTEN CONSENT.

DRAWING TITLEJOB DESCRIPTION

CLIENT DETAILSAT

D ES IG N

SH O P 1 , 2 3 - 2 7 PA T O N ST R EET ,

M ER R Y LA N D S W E ST , N SW 2 1 6 0

(0 2 ) 9 6 3 7 1 1 1 1

C O N ST R U C T C O N SU LT

ja ck@ d vyn e .com .au

w w w .d vyne .com .au2-4 BADGERY AVE, HOMEBUSH

TWO STOREY DWELLING WITH

SWIMMING POOL AND BASEMENTELEVATIONS

BERNARD WAI

JUNE 21

1:100

SB

SB

20178-10

A04

A

1 : 1001North Elevation

1 : 1002East Elevation

1 : 1004West Elevation

A JK JUN 2021DA SUBMISSION

Page 3: Notification plan

BADGERY AVENUE

aluminium framedfixed window

solid coreentry door

aluminium framedfixed window aluminium framed

fixed window

aluminium framedfixed window

aluminium framedfixed window

aluminium framedawning window

aluminiumframedawning window

aluminium framedawning window

aluminium framedfixed window

aluminium framedfixed window

aluminium framedfixed window

aluminium framedsliding window

selected roof tile

MAX RL.

natural ground line

selected colorbond fascia/gutter

selected stone finish(refer to colour schedule)

27170

LOT ADP 411092

No 35SINGLE STOREY

BRICK

RIDGE RL25.40

MACKENZIE STREET

Max.RL

natural ground line

selected colorbond fascia / gutter(refer to colour schedule)

selected roof tiles (refer tocolour schedule)

selected stone finish (referto colour schedule)

selected aluminiumframed sliding window

selected aluminium framedfixed window

selected aluminium framedfixed window

selected aluminium framedsliding window

selected aluminium framedawning window

selected aluminium framedawning window

selected aluminium framedawning window

selected aluminium framedawning window

selected colorbond fascia / gutter(refer to colour schedule)

selected timber cladding(refer to colour schedule)

selected face brick(refer to colour schedule)

27170

RLGround CL21390

RLGround Level18090

RLFirst Floor Level21600

RLTop Ceiling Level24300

RLUpper Ground Floor

18490

RLUpper Ground Ceiling

21190

RLUpper First Floor

21390

RLUpper Top Ceiling Level

24090

RLBasement Level15190

RLBasement Ceiling17890

27170

MAX RL.

selected aluminium framedsliding window

selected aluminium framedsliding window

selected aluminium framedsliding window obscured glazing

selected aluminium framedsliding window

selected aluminium framedsliding window

selected aluminium framedsliding window

selected aluminium framedsliding window obscuredglazing

selected aluminium framedawning window

selected aluminium framedawning window

selected aluminium framedawning window

selected aluminium framedfixed window

selected aluminium framedfixed window

selected aluminium framedsliding window

selected aluminium framedsliding window

selected stone finish(refer to colour schedule)

selected stone finish(refer to colour schedule)

20.00°

2700

200

3300

210

2700

2700

200

2700

2100

2100

2100

2100

2100

2100

2100

2100

2400

2100

2100

ISSUE AMENDMENT BY DATEDRAWN

DATE

CHECKED

SCALE

NUMBER IN SET

JOB NUMBER

ISSUE

DO NOT SCALE THE DRAWINGS, READ ALL DIMENSIONS SHOWN.

ALL DIMENSIONS, NOTES ON ALL PLANS AND CONSENT

DOCUMENTS MUST BE CHECKED AND VERIFIED BY THE

CONTRACTOR PRIOR TO ANY COMMENCEMENT OF ANY

BUILDING WORKS ON SITE, TO CLARIFY ANY DISCREPANCIES

BETWEEN ALL PLAN DRAWINGS AND DOCUMENTATION RELEVANT TO THE

PROPOSAL / SITE WORKS. GROUND LEVELS MAY VARY DUE TO SITE

CONDITIONS. COPYRIGHT - THESE DRAWINGS REMAIN THE PROPERTY OF

DVYNE DESIGN JT PTY LTD AND CAN NOT BE ALTERED OR REPRODUCED

WITHOUT WRITTEN CONSENT.

DRAWING TITLEJOB DESCRIPTION

CLIENT DETAILSAT

D ES IG N

SH O P 1 , 2 3 - 2 7 PA T O N ST R EET ,

M ER R Y LA N D S W E ST , N SW 2 1 6 0

(0 2 ) 9 6 3 7 1 1 1 1

C O N ST R U C T C O N SU LT

ja ck@ d vyn e .com .au

w w w .d vyne .com .au2-4 BADGERY AVE, HOMEBUSH

TWO STOREY DWELLING WITH

SWIMMING POOL AND BASEMENTELEVATION / STREETSCAPE

BERNARD WAI

JUNE 2021

1:100

SB

SB

20178-10

A05

A

1 : 1003Streetscape

1 : 1004Streetscape 1

1 : 1001South Elevation

A JK JUN 2021DA SUBMISSION