4
metal shed 57.63 m 2 DP DP DP DP 1,693 1,736 1,500 840 7,253 1,000 13,163 EXISTING METAL SHED & FOUNDATIONS TO BE REMOVED EXISTING METAL SHED & FOUNDATIONS TO BE REMOVED SHOWN DASHED EXISTING BRICK RETAINING TO BE REMOVED SHOWN DASHED PORTION OF EXISTING STRUCTURE TO BE DEMOLISHED SHOWN DASHED EXISTING CONCRETE & VEGETATION TO BE REMOVED NEW LIMESTONE RETAINING WALL WITH STAIRS TO ENGINEERS DETAILS. T.O.W @ 20.20 EXISTING BRICK RETAINING TO BE REMOVED SHOWN DASHED CONCRETE PANEL & POST RETAINING TO ENGINEERS DETAILS (T.O.W 20.20) TOTAL SHADOW CAST BY EXTENDED DWELLING AT MIDDAY 21 ST JUNE SHADOW AREA = 57.63m 2 NEIGHBOURING SITE = 670m 2 SHADOW % = 11.62% 16.37 16.26 16.14 16.05 15.97 15.85 19.06 18.58 16.53 16.45 16.44 16.36 16.24 16.13 16.70 16.68 16.82 16.79 18.04 18.21 17.85 19.28 19.32 18.04 18.77 19.22 20.26 20.37 19.05 19.27 19.29 19.28 18.85 18.44 19.33 19.28 19.25 19.32 19.36 19.32 19.32 20.06 20.05 19.96 19.51 19.13 19.77 19.61 19.75 20.06 19.98 20.33 20.43 20.43 20.39 20.28 20.27 19.34 20.15 42 . 75 15.69 42 . 75 15.69 89ー9' 90ー51' 90ー51' 17.91 18.09 18.26 18.41 18.72 18.88 17.28 17.42 17.80 17.78 17.73 17.74 17.62 20.08 19.77 18.97 19.31 16.07 16.20 16.31 16.40 16.41 16.50 18.32 18.48 19.16 19.15 18.91 18.57 20.30 20.22 20.27 20.31 20.36 20.28 20.15 20.20 20.16 20.22 20.31 20.38 16.43 16.00 18.00 20.00 20.00 M HC IO P LP S N IMPORTANT FEATURE SURVEY NOTES Feature & Contour Survey of: Lot 1079, No. 196 Harborne Street, Wembley P 3273 0 10 15 5 7.5 12.5 CLIENT: BUILDER: BUILDER JOB # AUTHORITY: PLAN: REVISION: FEATURE SYMBOL HEIGHT DATUM: AHD NO HEIGHT CORRECTION TO AHD: C/T Vol: 1125 Fol: 329 SEWER JUNCTION DETAILS SCALE 1:200 AT A3 SIZE 26/11/19 SURVEY DATE: MAP REFERENCE: HOUSE CONNECTION (HC) IL: UP DISTANCE: DEPTH TO CONNECTION: 16.12 1.4 2.54 LEGEND SERVICE DETAILS WATER: L L: LOCATED OVERHEAD POWER: NS TBC: LOCATION TO BE CONFIRMED NS: NO SERVICE A: AVAILABLE BUT NOT LOCATED U/G POWER: L GAS: L TELSTRA: L SERVICE NOTES >1KM COASTAL ZONE: YES CABLE DOME SEWER INFORMATION: B POWER PF PG NPL NAIL PM DH G P P PP LP CP CB IO HC IS M H RV FP T D CABLE BOX POWER POWER POLE EC MARKER EXPOSED CABLES POLE CONSUMER LIGHT POLE WATER METER / TAP WATER TAP FIRE STOP VALVE HYDRANT FLUSHING POINT BORE RETIC VALVE W WATER SEWERAGE MARKER SEWER M/H (SQUARE LID) SEWER M/H (ROUND LID) INSPECTION SHAFT INSPECTION OPENING HOUSE CONNECTION TELSTRA TELSTRA PIT TELSTRA MANHOLE TELSTRA MARKER DRAINAGE DRAIN M/H (SQUARE LID) DRAIN M/H (ROUND LID) SIDE ENTRY PIT COMBINED ENTRY PIT DRAINAGE GRATE GAS GAS MARKER GAS METER GAS VALVE SURVEY MARKS PEG FOUND DRILL HOLE PEN MARK PEG GONE BENCH MARK NAIL & PLATE NAIL MISCELLANEOUS INFO. A SHEET: 1 OF 1 BOLLARD SPOT HEIGHT OVERHEAD POWER LINE S SEWER LINE 670mイ LOT AREA: FENCE LINE 1. The boundary information on this site plan is approximate only. The boundary has been positioned using a best-fit of available survey marks and fence lines. A repeg / bdy identification survey is recommended if an accurate position of features / improvements relative to the boundary is required. 2. The sewer junction on this plan has been plotted using information provided by the Water Corporation. A site inspection is required by the builder / developer in order to verify the position and depth of the sewer connection. 3. The lot dimensions shown on this feature survey plan have been taken from L.T.O survey plans. The final repegged dimensions may vary due to adjustments made during field survey. 4. All service information shown of this plan should be verified with the relevant authorities. 5. Pro West Surveying does not accept liability for any loss or damage caused by the use of this feature survey plan for any purpose. W WINDOW / GV SV OPENING GM SEWER: L 10.16 ER EARTH ROD T (08) 9242 8247 E: [email protected] Web: www.prowestsurveying.com.au F (08) 9242 8296 Po Box 1463 Osborne Park DC 6916 DWG# 3370001 Licensed and Engineering Surveying Consultants PRO S U R V E Y I N G WEST TOWN OF CAMBRIDGE BOYLAN/BEVIS STREET SIGN U UNKNOWN SERVICE MARKER S 90ー51' (bitumen) HARBORNE STREET tbm nail 15.88m (AHD HEIGHT) tbm nail 16.17m (AHD HEIGHT) 16.50 16.50 tree ø0.3 Ht: 5 canopy: 4 2 trees ø0.1 Ht: 2 canopy: 1 tree ø0.1 Ht: 2 canopy: 2 tree stump ø0.7 (5.03m wide bitumen) R.O.W barrier kerb bitumen crossover concrete path GM PG PG PG PG decking stairs porch metal carport 1080 brick & tile residence # 194 approx FFL: 18.98 1078 brick & tile residence # 198 approx FFL: 19.48 existing brick & tile to remain shown hatched residence # 196 approx FFL: 19.36 door door w door door door w w w w w w w w metal shed metal shed metal shed 1.8m high fibro fence brick & metal garage brick retaining wall top: 17.42 limestone retaining wall top: 17.91 top : 18 . 32 brick retaining wall top: 17.47 stepped brick retaining wall top: 17.86 top: 18.04 concrete concrete weeds limestone retaining wall top: 18.44 top : 17 . 61 top : 17 . 40 top : 17 . 81 1.8m high metal fence 2.1m high metal fence w brick retaining wall top: 20.09 w w w w w w 1 . 8 m high metal fence stepped brick retaining wall top: 20.11 top : 19 . 61 top:17.93 top: 18.31 steps brick retaining wall top: 19.80 top: 20.16 steps steps 1.8m high metal fence brick paving barrier kerb PROPOSED ADDITION TO EXISTING STRUCTURE SHOWN HATCHED FFL TO MATCH EXISTING (19.36) ALFRESCO B'PAVED @ -01c FFL 19.274 SETOUT SETOUT PROPOSED ADDITION EXISTING TO REMAIN LEGEND LOUIS HOMES SHEET 4 of 4 T.O.W 20.20 T.O.W 20.20 1 2 3 4 SETOUT STORMWATER TO MINIMUM COUNCIL REQUIREMENTS PRELIMINARY PLAN ONLY SUBJECT TO 6 STAR, ENGINEER CERTIFICATION

PRO WEST SHEET: 1 OF 1 MAP REFERENCE · 2020. 6. 26. · plan: revision: feature symbol height datum: ahd height correction to ahd: no c/t vol: 1125 fol: 329 sewer junction details

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Page 1: PRO WEST SHEET: 1 OF 1 MAP REFERENCE · 2020. 6. 26. · plan: revision: feature symbol height datum: ahd height correction to ahd: no c/t vol: 1125 fol: 329 sewer junction details

metal shed

57.63 m2

DP

DP

DP

DP

1,693

1,736

1,50

084

07,253 1,000

13,163

EXISTING METAL SHED &FOUNDATIONS TO BE REMOVED

EXISTING METAL SHED &FOUNDATIONS TO BE REMOVED

SHOWN DASHED

EXISTING BRICK RETAINING TO BE REMOVED SHOWN DASHED

PORTION OF EXISTING STRUCTURETO BE DEMOLISHED SHOWN

DASHED

EXISTING CONCRETE &VEGETATION TO BE REMOVED NEW LIMESTONE RETAINING

WALL WITH STAIRS TO ENGINEERSDETAILS. T.O.W @ 20.20

EXISTING BRICK RETAINING TO BE REMOVED SHOWN DASHED

CONCRETE PANEL & POSTRETAINING TO ENGINEERS DETAILS

(T.O.W 20.20)

TOTAL SHADOW CAST BYEXTENDED DWELLING AT

MIDDAY 21ST JUNESHADOW AREA = 57.63m2

NEIGHBOURING SITE = 670m2

SHADOW % = 11.62%

16.3716.26

16.14

16.05

15.97

15.85

19.06

18.58

16.53

16.4516

.44

16.36

16.2416.13

16.70

16.68

16.82

16.79

18.04

18.21

17.85

19.28

19.32

18.04

18.77

19.22

20.26

20.37

19.0519.2719.29

19.28

18.85

18.44

19.33 19.28

19.25

19.3219.36

19.32

19.32

20.06

20.05

19.96

19.51

19.13

19.77

19.61

19.7520.06

19.98

20.33

20.43

20.43

20.39

20.28

20.27

19.34

20.15

42.

75

15.69

42.

75

15.6989°9'

90°5

1'

90°5

1'17

.9118.09

18.26

18.41

18.72

18.88

17.28

17.42

17.80

17.78

17.73

17.74

17.62

20.08

19.77

18.97

19.31

16.07

16.20

16.31

16.40

16.41

16.50

18.32

18.48

19.16 19.15

18.91

18.57

20.30

20.22

20.27

20.31

20.36

20.28

20.15 20.20

20.16

20.22

20.31

20.38

16.43

16.00

18.00

20.0

0

20.00

M

HC

IO

P

LP

S

N

IMPORTANT FEATURE SURVEY NOTES

Feature & Contour Survey of: Lot 1079, No. 196 Harborne Street, Wembley

P 3273

0 10 155 7.5 12.5

CLIENT:

BUILDER:

BUILDER JOB #

AUTHORITY:

PLAN:

REVISION:

FEATURE SYMBOL

HEIGHT DATUM: AHD

NOHEIGHT CORRECTION TO AHD:

C/T Vol: 1125 Fol: 329

SEWER JUNCTION DETAILS

SCALE 1:200 AT A3 SIZE

26/11/19SURVEY DATE:

MAP REFERENCE:

HOUSE CONNECTION (HC) IL:UP DISTANCE:DEPTH TO CONNECTION:

16.12

1.42.54

LEGEND

SERVICE DETAILSWATER: L

L: LOCATED

OVERHEAD POWER: NS

TBC: LOCATION TO BE CONFIRMED

NS: NO SERVICE

A: AVAILABLE BUT NOT LOCATED

U/G POWER: L

GAS: LTELSTRA: L

SERVICE NOTES

>1KMCOASTAL ZONE:

YES

CABLE DOME

SEWER INFORMATION:

B

POWER

PF PG

NPL

NAILPM

DH

G

P

P

PP

LP

CPCB

IO

HC

IS

MH

RVFP

T

D

CABLE BOX

POWER

POWER POLE

ECMARKEREXPOSEDCABLES

POLECONSUMER

LIGHT POLE

WATERMETER / TAP

WATER

TAP

FIRE

STOP VALVE

HYDRANT

FLUSHINGPOINT

BORE

RETIC VALVE

WWATER

SEWERAGEMARKER

SEWER M/H(SQUARE LID)

SEWER M/H(ROUND LID)

INSPECTIONSHAFT

INSPECTIONOPENING

HOUSECONNECTION

TELSTRATELSTRAPIT

TELSTRAMANHOLE

TELSTRAMARKER

DRAINAGEDRAIN M/H(SQUARE LID)

DRAIN M/H(ROUND LID)

SIDEENTRY PIT

COMBINEDENTRY PIT

DRAINAGEGRATE

GAS

GASMARKER

GAS METER GAS VALVE

SURVEY MARKSPEG FOUND

DRILL HOLE

PEN MARK

PEG GONE

BENCH MARKNAIL & PLATENAIL

MISCELLANEOUS INFO.

ASHEET: 1 OF 1

BOLLARD

SPOT HEIGHT

OVERHEADPOWER LINE

SSEWERLINE

670m²LOT AREA:

FENCE LINE

1. The boundary information on this site plan is approximate only. The boundary has been positioned using a best-fit of available survey marks and fence lines. A repeg / bdy identification survey is recommended if an accurate position of features / improvements relative to the boundary is required.2. The sewer junction on this plan has been plotted using information provided by the Water Corporation. A site inspection is required by the builder / developer in order to verify the position and depth of the sewer connection.3. The lot dimensions shown on this feature survey plan have been taken from L.T.O survey plans. The final repegged dimensions may vary due to adjustments made during field survey.4. All service information shown of this plan should be verified with the relevant authorities. 5. Pro West Surveying does not accept liability for any loss or damage caused by the use of this feature survey plan for any purpose.

WWINDOW /

GV

SV

OPENING

GM

SEWER: L

10.16

EREARTHROD

T (08) 9242 8247 E: [email protected]: www.prowestsurveying.com.auF (08) 9242 8296

Po Box 1463 Osborne Park DC 6916 DWG# 3370001

Licensed and Engineering Surveying Consultants

PROS U R V E Y I N G

WEST

TOWN OF CAMBRIDGE

BOYLAN/BEVIS

STREET SIGN

UUNKNOWNSERVICE MARKER

S

90°5

1'

(bitumen)

HARBORNE STREET

tbm nail 15.88m(AHD HEIGHT)

tbm nail 16.17m(AHD HEIGHT)

16.50

16.50

treeø0.3Ht: 5canopy: 4

2 treesø0.1Ht: 2canopy: 1

treeø0.1Ht: 2canopy: 2

treestumpø0.7

(5.03m wide bitumen)R.O.W

barrier kerb

bitumencrossover

concrete path

GM

PG PG

PGPG

decking stairs

porch

metal carport

1080brick & tile

residence # 194approx FFL: 18.98

1078brick & tile

residence # 198approx FFL: 19.48

existing brick & tileto remain shown hatched

residence # 196approx FFL: 19.36

door

door w door

door

doorw

w

w

w

w

w

ww

metal shed

metal shed

metal shed

1.8m high fibro fence

brick & metal garage

brick retaining walltop: 17.42

limestone retainingwall top: 17.91

top:

18.

32

brick retaining walltop: 17.47

stepped brick retaining walltop: 17.86

top: 18.04

concrete

concrete

weeds

limestone retainingwall top: 18.44

top:

17.

61to

p: 1

7.40

top:

17.

81

1.8m high metal fence

2.1m high metal fence

w

brick retaining walltop: 20.09

w

w

w

w

w

w

1.8m

hig

h m

etal

fenc

e

stepped brick retaining walltop: 20.11

top:

19.

61

top:17.93

top: 18.31

steps

brick retainingwall top: 19.80

top: 20.16

stepssteps

1.8m high metal fence

brick paving

barrier kerb

PROPOSED ADDITION TOEXISTING STRUCTURE SHOWN

HATCHEDFFL TO MATCH EXISTING

(19.36)

ALFRESCOB'PAVED @ -01c

FFL 19.274

SETOUT

SETOUT

PROPOSED ADDITION

EXISTING TO REMAIN

LEGEND

LOUIS HOMES

SHEET 4 of 4

T.O.W 20.20 T.O.W 20.201234

SETOUT

STORMWATER TO MINIMUMCOUNCIL REQUIREMENTS

PRELIMINARY PLAN ONLYSUBJECT TO 6 STAR, ENGINEER CERTIFICATION

Page 2: PRO WEST SHEET: 1 OF 1 MAP REFERENCE · 2020. 6. 26. · plan: revision: feature symbol height datum: ahd height correction to ahd: no c/t vol: 1125 fol: 329 sewer junction details

Nor

th

HARBORNE ADDITIONCLIENTS NAME: 18/05/20

LOT 1079 (#196) HARBORNE STREET,

PROJECT NO:

MR BOYLAN & MS BEVIS

HARB001DATE:

2 of 4SHEET NO:

C:\Users\amonteleone\Desktop\Compton\HARBORNE WK DWGS.pln

SITE ADDRESS:

HOUSE TYPE:

CLIENT 1:

CLIENT 2:

BUILDERS:

SIGNATURES

DATE:

DATE:

DATE:

WEMBLEY

DESCRIPTION DRAWN DATE

DRAWN BY:

EMAIL [email protected] 0450 904 404 ©DWG PRINTED

22/05/2020 4:45 PM

AM

PLANNING AM 11/03/20

This plan is COPYRIGHT UNDERINNOVO DESIGN SOLUTIONSand is not to be replicated orreproduced in any way withoutprior written consent fromINNOVO DESIGN SOLUTIONS

6x1

450

910

ALU

M.

GLA

ZED

28x3587 SD

14x

1210

OBS

16x

610

A 1

6x61

0 A

16x

1810

12x

610

PVO

BS

1200

w820

820

830

w

720

830

w

16x

1450

F

16x

1333

930 w

DP

S

4x SH'S

S&R

S&RS&R

S&R

S&R

S&R

S&R

DP

DP

DP

GAS

903,

270

903,

655

901,

410

9092

090

1,62

023

0

1,08

51,

810

620

610

2,12

061

02,

995

1,21

040

5

4,028 3,587 4,500

230 3,100 90 4,335 90 4,040 230

305 3,575 230 1,20090

830 90 1,830 230

230 4,040 230

7,615 4,500

12,1154,

860

6,61

5

4,56

090

1,64

090

1,60

023

0

1,30

097

083

51,

450

305

6,11

050

5

620

90

620

90 1,500

230 7,525 90 930 90 3,020 230

230 1,780 90 1,230 90 4,335 90

902,

420

90

11,4

65

3,27

090

11,4

75

12,115

2,680 790 4,055

1,00

01,

200

5,78

0

2,33

01,

070

9060

01,

500

9072

088

0

1

2

3

4

extent of stud wallshown dashed

selectedfreestanding

bath

extent ofsoffit over

top only

tie into existingbrickwork andmake goodtie into existing

brickwork andmake good

tie down rodto engineer's detail

existing to remainshown hatched

capped hot & coldwater plumbing

provisions

350mmsoffit over

extent of stud wallshown dashed

cut bricks

cut bricks

cut bricks

cut bricks

extent of stud wallshown dashed

lam. pantryw/- soffit over

820

cavi

tys/

d

o/h

o/h

o/h

ALFRESCOb'paved @ -01c

gyprock cl @ 31c

DINING

LOUNGE

fr re

c

stacker

existingkitchen

shown dashedto remain

ensuite

wir/wcwirp alfresco

bed 1familystudy/l'dry

pass

ensu

itew

cw

irbe

d 1

bed

2

bed 2/bed 3passdining/kitchen

loungelinen

s/d

linen

o'a

ll ki

tche

nl'd

ryst

udy

wir

pal

fresc

o

EXISTING CAVITY WALL

EXISTING INTERNAL WALL

NEW CAVITY WALL W/-TEXTURE-COAT FINISH

NEW INTERNAL WALL

BRICKWORK LEGEND

extent oftexture coat

render

NEW TIMBER STUD WALL

CARPORT

PORCHBED

BATHENTRY

LOUNGE

STAIRSDECK

existingframe onlyto remain

newop'ng

T.O.F -04c

T.O.F -04c

wm rec dry rec

820 cavitys/d

existingdoor &frame

to remain

720 cavitys/d

existingframe

to remain

STUDY

BED 1

BED 2

BED 3

WIRWIR

ENS

WC

L'DRY

BRICKLAYER NOTE:- 162 x 305 x 90 mm MAXIBRICK WITH TEXTURECOAT FINISH TO NEW WORKS

GENERAL NOTES:- ALL NEW WORK TO MATCH EXISTING ANDMADE GOOD WHERE APPLICABLE- NEW CEILING HEIGHTS TO MATCH EXISTING3000H- ALL FIXTURES ARE FOR PURPOSE OFREPRESENTATION ONLY, SIZE MAY VARY DUE TOMANUFACTURERS SPECIFICATIONS.- CEILING JOISTS TO BE OFF CENTRE TOPASSAGE WAYS.- SHELF & RAIL @ 1750AFL UNLESS OTHERWISENOTED- DIMENSIONS ARE TO BRICKWORK ONLY ANDDO NOT INCLUDE PLASTER/RENDERTHICKNESSES- FINAL DOWNPIPE LOCATIONS AT DISCRETIONOF ROOF PLUMBER

NOTE:ALL CONSTRUCTION TO BE IN ACCORDANCEWITH ALL ENGINEER'S DETAILS, RELEVANTAUSTRALIAN STANDARDS AND THE BUILDINGCODE OF AUSTRALIA

NOTE:DO NOT SCALE FROM THIS DRAWING. CHECKALL MEASUREMENTS ON SITE PRIOR TOCOMMENCEMENT

NEW FLOOR PLAN1:100

BUILDING AREAALFRESCO 25.67m2

NEW FLOOR 127.69m2

TOTAL FLOOR 191.93m2

TOTAL BUILDING 279.76m2

SITE PLOT RATIOSITE AREA 670m2 TOTAL BUILT AREA 279.762

SITE COVERAGE 41.76%ALLOWED COVER 50% (R20)

PRELIMINARY PLAN ONLYSUBJECT TO 6 STAR, ENGINEER CERTIFICATION

Page 3: PRO WEST SHEET: 1 OF 1 MAP REFERENCE · 2020. 6. 26. · plan: revision: feature symbol height datum: ahd height correction to ahd: no c/t vol: 1125 fol: 329 sewer junction details

HARBORNE ADDITIONCLIENTS NAME:

LOT 1079 (#196) HARBORNE STREET,

PROJECT NO:

MR BOYLAN & MS BEVIS

HARB001

C:\Users\amonteleone\Desktop\Compton\HARBORNE WK DWGS.pln

SITE ADDRESS:

HOUSE TYPE:

CLIENT 1:

CLIENT 2:

BUILDERS:

SIGNATURES

DATE:

DATE:

DATE:

WEMBLEY

DESCRIPTION DRAWN DATEPLANNING AM 11/03/20

18/05/20DATE:

3 of 4SHEET NO:

DRAWN BY:

DWG PRINTED22/05/2020 4:47 PM

AMEMAIL [email protected] 0450 904 404 ©

This plan is COPYRIGHT UNDERINNOVO DESIGN SOLUTIONSand is not to be replicated orreproduced in any way withoutprior written consent fromINNOVO DESIGN SOLUTIONS

NOTE:- ALL NEW WORK TO MATCH EXISTING

CL 3000 ( 35c)

FFL 0 ( 0c)

existing G.L

CL 3000 ( 35c)

FFL 0 ( 0c)

28c

0c

31c 31c

new open eavesto match existing

amended tiled roofto match existing

ALFRESCO

CL 3000 ( 35c)

28c

14c

28c

16c

28c

12c

31c

amended tiled roofto match existing

new open eavesto match existing

new l'stone ret.wall (t.o.w 20.20)

existing G.L

FFL 0 ( 0c)

existing wallto be removed

T.O.F-4c extent of proposed dropped footings

new G.L

CL 3000 ( 35c)

FFL 0 ( 0c)

25c

0c

28c 22c

capped hot & coldwater plumbing

amended tiled roofto match existing

new open eavesto match existing

new l'stone ret.wall (t.o.w 20.20) ALFRESCO

existing G.L

new G.L

ELEVATION 11:100

ELEVATION 31:100

ELEVATION 41:100

ELEVATION 21:100

INDICATES NEW BRICKWORKWITH TEXTURE COAT RENDER FINISH

PRELIMINARY PLAN ONLYSUBJECT TO 6 STAR, ENGINEER CERTIFICATION

Page 4: PRO WEST SHEET: 1 OF 1 MAP REFERENCE · 2020. 6. 26. · plan: revision: feature symbol height datum: ahd height correction to ahd: no c/t vol: 1125 fol: 329 sewer junction details

Nor

th

HARBORNE ADDITIONCLIENTS NAME: 18/05/20

LOT 1079 (#196) HARBORNE STREET,

PROJECT NO:

MR BOYLAN & MS BEVIS

HARB001DATE:

1 of 4SHEET NO:

C:\Users\amonteleone\Desktop\Compton\HARBORNE WK DWGS.pln

SITE ADDRESS:

HOUSE TYPE:

CLIENT 1:

CLIENT 2:

BUILDERS:

SIGNATURES

DATE:

DATE:

DATE:

WEMBLEY

DESCRIPTION DRAWN DATE

DRAWN BY:

EMAIL [email protected] 0450 904 404 ©DWG PRINTED

22/05/2020 4:45 PM

AM

PLANNING AM 11/03/20

This plan is COPYRIGHT UNDERINNOVO DESIGN SOLUTIONSand is not to be replicated orreproduced in any way withoutprior written consent fromINNOVO DESIGN SOLUTIONS

16x

1450

F

16x

1333

720

1

CARPORT

PORCHBED

BATHENTRY

LOUNGE

STAIRSDECK

existingdoor &frame

to remain

DEMO LEGEND

BWK TO BE DEMOLISHED

BWK TO REMAIN

existingframe

to remain

KITCHEN/DINING BED 2 BED 3

WC

BATHVERANDAHL'DRY

DEMOLITION PLAN1:100

PRELIMINARY PLAN ONLYSUBJECT TO 6 STAR, ENGINEER CERTIFICATION