y 6 200 t 213221 46363 - city of bunbury

SURVEYING UNIT.S.S.M. BUS49 VIA V.R.S. G.P.S.NOTE: A.H.D. VALUE DERIVED FROM

10.60

22.67

90°0'0"

2.0

2.0

2.0

2.02.0

2.0

2.0

2.0

2.0

2.08

1.99

1.98

1.95

2.15

2.12 1.9

7 1.91

2.07

2.05

2.13

2.03

2.04

1.97

2.12

2.01

2.26

2.24

2.23

2.22

2.18

2.152.1

0

2.19

2.19

2.19

2.212.1

8

2.16

2.142.19

2.182.1

62.14

2.13

2.30

2.26

2.20

1.941.9

4

1.94

2.02 2.0

5

2.042.0

0

2.05

2.06

2.00

2.01

2.01

2.08

1.94

2.24

2.33

2.24

1.85 1.9

7 2.00

1.96

1.992.0

12.19

2.22

2.27

2.43

2.05

2.02

2.01

2.02

1.97

1.97

2.07

1.94

1.98

2.00

2.06

2.02

2.03

2.09

2.25

2.06

2.06

2.08

2.14

2.24

2.25

CANOPYTREE

AND WAPC APPROVALTO MATERIAL CHANGE

LANDGATE PLAN SUBJECT

FOOTPATHCONCRETE

DRIVEWAYCONCRETE

CROSSOVERCONCRETE

TIME OF SURVEY.NOTE: UNABLE TO LOCATE METER CONN. AT

BY SURVEY.NOTE: PEG POSITIONS TO BE CONFIRMED

NOTE: BOUNDARY POSITIONAS PER ALIGNMENTREQUIRES REPEG SURVEY

OF LOT 128

OVERHEAD POWER LINES

REQUIRED TO CONFIRM PEG POSITIONSBOUNDARY RE-PEG SURVEYWARNING!

CP 3

FALLEN FIBRO FENCE

FIBRO FENCE

FIBRO FENCE

FIBRO FENCE

SEWER LINE

STRATA 1VACANT

CANOPYTREE

LOT 112BRICK & TILERESIDENCE(WELL CLEARBUILDER TOCONFIRM)

LOT 129

LOT 127

CARPORT

CARPORT

WIN.

WIN.

WIN.

PEG DISTURBEDPEG FOUNDSURVEY PF Pdist DATUM / CONTROLPEG GONEPG STATION

HYDRANT

POWER POLE

INSPECTION SHAFT

STOP VALVE

CONSUMER POLE

SW MANHOLE

SEWER MANHOLE

AREA

STORMWATER

SEWERAGE

POWER

WATER

CP

SVSEW

SEWERAGE

GAS

GRATE

PP

HYIS

TELSTRA

WATER METER

GAS METER

POWER DOME

TELSTRA PIT

POWER

SIDE ENTRY PIT

INSPECTION OPENING

LAMP POSTLP

FPIO

SP

FLUSH POINT

WATER

GAS

STAY POLE

TELSTRA

METER

GAS

PRELAID

DEPTH

PD

AUTOMATED SURVEYSLICENSED SURVEYORS AND DEVELOPMENT CONSULTANTS

SUBURB

JOB No.

PLANDATE

CLIENTLOT

OURS:

BUILDERAUTHORITYMAP REF.C/T Vol.Fol.

YOURS:

SCALE

PTYLTD

@ A3PIT

Telephone: +61 (08) 9214 1777Facsimile: +61 (08) 9214 1778

3 Ord StreetWest PerthW.A. 6005

P.O. Box 1648West PerthW.A. 6872

The information on this drawing is current as at the date of survey.Services are to be confirmed with relevant Authorities.This includes without limitation; Sewerage, Water Supply, Drainage, Power Supply, Gas Supply & Communications.Further interests / notifications / encumberances may be listed on the Certificate of Title.Location of boundary in relation to fences or boundary markers is not guaranteed.Boundary is placed arbitrarily as per 'best fit'. Repeg Survey will be required.Copyright 2009 Automated Surveys Pty. Ltd. All rights reserved.

SERVICE INFORMATIONDRAFTEDSCALE BAR

OF SURVEY

SURVEYOR

SHEDIRON

DIA 0.1mHT 3mTREE

SHEDIRON

SHEDIRON

PG PG

PG

PG

90°0'0"

135°0'0"

135°0'0"135°0'0" 2.12

18.623.61

90°0'0"

25.67

5.50

90°0'0"

17.56

90°0'0"

16.10

90°0'0"14.56

225°0'0" 3.55

135°0'0" 4.24

9.55

DEPTH. 1.94m UP. 0.00 SEW INV. 0.07APPROXIMATE ONLYSEW CONN POSITION

FROM COAST LINENOTE: APPROXIMATELY 1.70 Km

NORTH

WEST

EAST

SOUTH

GRASS COVERSANDY

268sqm

STRATA 2

POOR CONDITIONBLOCK KERB

COLUMBA STREET

DIA 0.1mHT 3mTREE

PF

PF

PF

PF

PF

PF

PPPP

PD

PIT

FLOOR RL 2.70RESIDENCE FIBRO & IRON

FLOOR RL 2.85RESIDENCE FIBRO & IRON

NAIL & PLATEDATUM 2.18 A.H.D.

ISSEW

19.10.2016

213221

YES 1.94mBTCBTC

YES U/GESTABLISHED

ARDILLE

128 COLUMBA STREET

BUNBURY

STRATA WISE

46363

SP 75043

BUNBURY

M132 J 20

1:200

T.M. A.R.

PO BOX 1155 BUNBURY WA PH: 9722 3100REG. BUILDER Nº: 3930

A.B.N. 48 008 783 248BGC CONSTRUCTION PTY LTD

DOCNO:46363:A3:DRAWINGS

REVISION VO #DRN DATE CHK

Sub-contractors to verify all dimensions on site.

CONTRACT DWG SLV 11.08.17 CJCORRECTIONS JG 05.09.17 DW6 STAR AMEND JUL 08.09.17 CE

AMEND SITE JG 28.09.17 DWAMENDMENTS EP 11.10.17 CEAMENDMENTS DW 12.10.17 JG

CLIENT:

DATE:

CLIENT:

DATE:

BUILDER:

DATE:

CLIENT:

ADDRESS:

ARDILLE

LOT 128 (#11)UNIT 2COLUMBA STREETBUNBURY

INDIVIDUALMODEL N°

MAP REF.

COASTAL CATEGORY

WIND RATING

ENGINEERS DETAIL

HOME ID

DATE

SHEET N°

N/A

M132 J 20

R3

46363

12.10.17

N1

B1

OF 6

STRATAWISE

© COPYRIGHT

STD Drawn By: KW 27/04/11 AMEND 2: PV 31/05/11

1

GASHWU

MH

REMOTESECTIONAL DOOR

820MF 3HS

6x 610 FOBS

25x

1510

SD

820 620

820

720

820

25x

1410

18x1810

18x

810

F

620

720

820TF 3HS 2

5x 7

10 F 25x1410

820 25

x121

0

1500

w x

25c

OPE

NIN

G

1210w x 25cOPENING

25x

2010

SD

18x

1510

10x

610

OBS

6x 810OBS

990

w x

25c

OPE

NIN

G

2 x 620

620

MANUALROLLER DOOR

770

SD

25x2310

SA

FRREC.

DWREC.

TAP

TWM

REC.

TAP

GAS/ELECTRICMETERBOX

OVERALL

MASTER SUITE

OVERALL

OVE

RAL

L

OVE

RAL

L

SA

WIR

MASTER SUITEWIR

ENS WC 1/ROBE

ENTRY

PASS LOUNGE

SHR BED 3

BATH PASS KITCHENPASS

B'DRY WALL O'ALL GARAGE OVERALL

NOTE:

OWNER SUPPLIED ITEMS AS INDICATED ON PLANS DO NOTFORM PART OF THIS CONTRACT & BUILDING LICENCE. OWNERTO SEEK APPLICABLE APPROVAL(S) & INSTALL AFTERHANDOVER & PRIOR TO OCCUPATION.

NOTE:

THE HOME OWNER IS SOLELY RESPONSIBLE FORTHE DESIGN AND CONSTRUCTION OF ALL FUTUREWORKS AND ANY EFFECT IT SHALL HAVE ON THEEXISTING STRUCTURE.

NOTE:

GLAZING CONSTRUCTION ANDINSTALLATION TO BE IN ACCORDANCEWITH AS 1288 (CURRENT) & AS 2047(CURRENT).

SCALE 1:100FLOOR PLAN

NOTE:

230 CAVITY RENDERED BRICKWORK AS SHOWNON FLOOR PLAN WITH 230 CAVITY FACEBRICKWORK LAID 1/3 BOND TO REMAINDER.

6 STAR NOTE:

- R4.0 INSULATION TO CEILING AREASOF HOUSE & GARAGE / STORE.

- R1.3 WALL INSULATION EXTENT ASSHOWN ON PLANS.

- EXHAUST FANS TO WET AREAS TO HAVEDRAFT STOPPERS.

NOTE:

- DO NOT SCALE FROM DRAWINGS DIMENSIONS MUST BEFOLLOWED AND CHECKED ON SITE PRIOR TO THECOMMENCEMENT OF THE WORKS.

- ALL DIMENSIONS SHOWN ON FLOOR PLAN ARE NOMINALDIMENSIONS ONLY WHICH DO NOT INCLUDE PLASTER.

- DOWN PIPES ARE TO BE LOCATED AT PLUMBERSDISCRETION TO SUIT ROOFWATER VOLUME AND ROOFMEMBERS.

- FLOOR WASTES/ CEILING VENTS/ MANHOLE SHOWNDIAGRAMMATICALLY ONLY AND MAY BE RELOCATED ONSITE AS REQUIRED

- ROOF BEAMS ARE SHOWN DIAGRAMMATICALLY ONLY.

- CL @ 28c THROUGHOUT UNLESS NOTED OTHERWISE.

OFFICE/ STUDY

MEALS

ROBEWC 2

L'DRY PASS

BATH

LINEN PASS

KITCHENPASS

ALFRESCO O'ALL

POST

WC

2L'

DR

YEN

SW

IR

OFF

ICE/

STU

DY

RO

BELI

NEN

BATH

BED

3EN

SW

IR

MAS

TER

SU

ITE

WC

1R

OBE

BED

3PA

SSO

FFIC

E/ S

TUD

Y

KITC

HEN

/MEA

LSLO

UN

GE

OFF

ICE/

STU

DY

PASS

PTY

PASS

ENTR

Y/PA

SSPO

RC

H

GAR

AGE/

STO

RE

OVE

RAL

L

GAR

AGE/

STO

RE

INTE

RN

AL

ALFR

ESC

O O

'ALL

POST

PORCH

PASS

L'DRY PTY

GARAGE INTERNAL

1st FACE BRICKWORK TOGARAGE INTERNALLY.

FW

FW

FW

FWFW

<

<

<

GAS HP S.

< <

<

V

D.P.

D.P.

D.P

.

D.P.

D.P.

D.P.

D.P.

NOTE:

- POST & PIERS FOOTINGS @ -3c, -6c

- GARAGE BOUNDARY WALL FOOTINGS @ -6c

- HOUSE FOOTINGS @ -2c, -3, -6c

- HOUSE BOUNDARY WALL FOOTINGS @ -03c, -06c

NOTE:

100mm CONCRETE SLABTO ENGINEERS DETAIL.

ROOF CARPENTER NOTE:

REFER TO SHEET 2 FORRANGEHOOD CUT-OUT LOCATION.

MEALS

VOID

VOID D.P.

15,890900 1,000 8,290 5,700

230 3,130 90 4,610 230

230 910 90 1,510 90 1,530 90

230 2,510 90 1,530 90

230 1,690 90 73090

930 90510 90 4,610 90

1,400 230 2,010 90 930 90 5,210 90

15,8904,890 1,300 2,860 1,140 5,700

230360

90810 90 3,080 230 1,300

2301,260 90 3,080 90 1,210 230

2302,840 90 1,500 90 1,210 90 3,910 230

2301,310 90 3,030 90

1,400 230 2,010 90 93090

1,210 90 3,910 90 5,750 90

900 390 610 590 1,810 2,190 2,310 1,390 2,900 2,410 390

4,890 880 420 600 1,410 850142

856142

300 5,400

2,300 3,400

2,070 90 140

15,19

06,1

904,0

103,6

901,3

0023

036

090

2,94

090

2,25

025

0

230

3,39

090

1,50

090

2,60

090

2,45

090

5209

096

090

600

2,17

023

0

330

1,57

090

1,47

023

0

230

3,39

090

900

9060

02,

600

904,

110

902,

770

230

15,19

02,0

001,1

001,1

401,9

506,5

102,4

9023

04,

460

907,

080

230

230

1,77

023

05,

560

901,

730

901,

350

9096

090

2,77

023

0

6,19

010

01,

510

290

610

1,50

039

01,

510

1,79

010

081

039

0

340

1,41

025

0 390

710

142

856

142

1,95

05,

480

930

100 90

2,01

039

0

6,790

5,930530 4,910 490

190

6,51

090

190

310 29

01,

310

290

1,31

029

01,

310

290

1,01

019

0

2,40

0

2,17

090

140

1,612

6,690

201

1,210

201

190

700

1,31

029

01,

310

290

300 1,810 930

740

1,54

0

100 1,660

450

450

600

800

400500

1,400390 810

200

AA

D1

D2

D3

D4

STATABOUNDARY

LINE

BOU

ND

ARY

WAL

L W

ITH

SQ

UAR

ELIN

E G

UTT

ER @

29c

LINTEL @ 25c

GARAGECEILING @ 28cGRANO @ -1c

CONCEALED BEAM

290 x 100ATTACHED

PIERS

EXTENT OF GRANO

CAVITYCLOSER

CAVITYCLOSER

TILED

TILED

TILED

S'DOORS W/-SOFFIT OVER

S'DOORS W/-SOFFIT OVER

TILED

TILED

450w SHELF &RAIL @ 1700



4 x 450wSHELVES

31c CEILING

31c CEILING

FLUMED CANOPYR'HOOD OVER

DROPPEDFTNGS T.O.F.

@ -6c

ALFRESCOCEILING @ 28cB'PAVED @ -1c

CONCEALEDBEAMS

POST

BATHO/HO/H

SPANDREL

PORCHCEILING @ 25cGRANO @ -1c

CONCEALEDBEAM

BOUNDARY WALL WITH SQUARELINE GUTTER @ 29c

DROPPEDFTNGS T.O.F.

@ -6c T-BAR LINTEL @ 25cW/- 230w BWK OVER

EXTENT OFGRANO

EXTENT OF RENDEREDBWK SHOWN SHADED

BOU

ND

ARY

WAL

L W

ITH

SQ

UAR

ELIN

E G

UTT

ER @

29c

1000 HIGHTILED NIB

WALLMASSBRICKBUILD

UP

DROPPEDFTNGS T.O.F.

@ -6c

DROPPEDFTNGS T.O.F.

@ -6c

DROPPEDFTNGS T.O.F.

@ -6c

SOLARPANEL

400mmØSOLAR TUBE

STORECEILING @ 28cGRANO @ -1c

CAVITY FILLED BWKW/- DROPPED FOOTINGS

SHOWN HATCHED

CAVITY FILLED BWKW/- DROPPED FOOTINGS

SHOWN HATCHED

VERTICALPANEL

STORMWATERPRELAY

STORMWATERPRELAY

ACCESSPANEL

DROPPEDFTNGS T.O.F.

@ -3c

DROPPEDFTNGS T.O.F.

@ -3c

EXTENT OF WALLINSULATION

SHOWN DASHED

EXTENT OF WALLINSULATION

SHOWN DASHED

DROP.FTNGST.O.F.@ -6c

BATH

ROBE

BED 3

LINEN

ROBEENSWC 1

OFFICE/ STUDY

WC 2MEALS

KITCHEN

PTY

L'DRY

LOUNGE

WIR MASTER SUITE

ENTRY

21

43

5

VB

VB VB

SHR

SHR

UBO

PELMET OVER

RENDEREDREVEALS

WC

WC

VB

VB VB

AREAS: UNIT 2

HOUSE AREA

GARAGE

STORE

ALFRESCO

PORCH

PERIM.(m)

51.37

22.66

14.28

9.40

6.14

AREA(m2)

126.82

32.03

7.58

5.52

2.30

174.25 m2

Material Type Roof - MetalSurface [m2 on the rake] 209.11

Area [m2 on the flat] 189.52

ROOF QUANTS - UNIT 2



DOCNO:46363:A3:DRAWINGS



CONTRACT DWG SLV 11.08.17 CJCORRECTIONS JG 05.09.17 DW6 STAR AMEND JUL 08.09.17 CE

AMEND SITE JG 28.09.17 DWAMENDMENTS EP 11.10.17 CEAMENDMENTS DW 12.10.17 JG

CLIENT:

DATE:

CLIENT:

DATE:

BUILDER:

DATE:

CLIENT:

ADDRESS:

ARDILLE

LOT 128 (#11)UNIT 2COLUMBA STREETBUNBURY

INDIVIDUALMODEL N°

MAP REF.

COASTAL CATEGORY

WIND RATING

ENGINEERS DETAIL

HOME ID

DATE

SHEET N°

N/A

M132 J 20

R3

46363

12.10.17

N1

B1

OF 6

STRATAWISE

© COPYRIGHT


2

CEILING 2435 ( 28c+ PLATE)

SCALE 1:100ELEVATION 1

COLORBOND ROOF ON24º43'0" (25º) PITCH.

0c

NOTE:

230 CAVITY RENDERED BRICKWORK AS SHOWN ON FLOORPLAN WITH 230 CAVITY FACE BRICKWORK LAID 1/3BOND TO REMAINDER.

CEILING 2400 ( 28c) 25c

0c

25c 28c 29c 25c

-3c -6c

BOUNDARY WALL W/-SQUARELINE GUTTER @ 29c

2c FACE BRICK

GARAGE

BOUNDARY WALLW/- SQUARELINEGUTTER @ 29c

RENDER

PELMET

REMOTESECTIONAL DOOR

BOU

ND

ARY

BOU

ND

ARY

DROPPED FTNGS T.O.F. @ -6c

POST & PANELRETAINING WALL

BY BUILDERT.O.R. @ 2.60

400mmØSOLAR TUBE



NATURAL GROUND LEVEL

SOLAR PANEL

F.F.L 0 ( 0c)

CEILING 2435 ( 28c+ PLATE)


7c

25c 25c

15c

25c

0c

25c

7c

29c 25c

-6c -6c

2c BRICKSILL 2c BRICK SILLS


2c FACE BRICKF

STR

ATA

BOU

ND

ARY

DROPPED FTNGS T.O.F. @ -6cPOST & PANELRETAINING WALL


NATURAL GROUNDLEVEL

SHWUSTORAGE

TANK

GASBOOSTER


F.F.L 0 ( 0c)

CEILING 2400 ( 28c)


25c

0c

25c 28c 25c

7c

25c

19c

25c

19c

CEILING 2692 ( 31c+ PLATE)CEILING 2435 ( 28c+ PLATE)

-6c

CLIENT NOTE:

MAXIMUM EFFECTIVEOPENING HEIGHT OFROLLER DOOR IS 2057(24c) ABOVE GARAGEFLOOR LEVEL.

-1c

-6c

2,05

7


POST

GARAGE/ALFRESCO

MANUALROLLER DOOR

SPANDREL

FBOUNDARY WALLW/- SQUARELINEGUTTER @ 29c

BOU

ND

ARY

BOU

ND

ARY

2c FACEBRICK




T-BAR LINTEL @ 25cW/- 230w BWK OVER

DROPPED FTNGST.O.F. @ -6c

NATURAL GROUND LEVEL12

FACE BRICKSTEPS

2c BRICKSILLS

F.F.L 0 ( 0c)

CEILING 2143 ( 25c)


29c 25c

CEILING 2435 ( 28c+ PLATE)GARAGE/ALFRESCO CEILING 2400 ( 28c)

25c

0c

25c

0c

25c

0c

29c 25c

0c -6c

PORCH


STR

ATA

BOU

ND

ARY


1c FACE BRICK

SPANDREL

BARGE& CAPPING

F


RENDER

GAS/ELEC.METERBOX



POST



NATURAL GROUND LEVEL

F.F.L 0 ( 0c)

SCALE 1: 50CUT-OUT LOC'NRANGEHOOD

CL

NOTE:

SPACE ROOF MEMBERS TOALLOW FOR 500 x 500 SQ.CLEARANCE FOR RANGEHOODCUTOUT.

500

500

1,655

25c

19c

25c

7c


BOUNDARYWALL W/-

SQUARELINEGUTTER @ 29c



BOU

ND

ARY

BED 3

CEILING 2435(28c+ PLATE)

2c FACEBRICK

2c BRICKSILL

F.F.L 0 ( 0c)

CLIENT:

DATE:

CLIENT:

DATE:

BUILDER:

DATE:

GASHWU

GASHWU

SCALE 1:200SITE PLAN

NOTE:

OWNER SUPPLIED ITEMS AS INDICATED ONPLANS DO NOT FORM PART OF THISCONTRACT & BUILDING LICENCE. OWNER TOSEEK APPLICABLE APPROVAL(S) & INSTALLAFTER HANDOVER & PRIOR TO OCCUPATION.

NOTE:

ANY REPAIRS/ REMOVAL/ REINSTATING OFFENCING OR RETAINING WALLS WILL BE THERESPONSIBILITY OF THE OWNER.

NOTE:

230 CAVITY RENDERED BRICKWORK ASSHOWN ON FLOOR PLAN WITH 230 CAVITYFACE BRICKWORK LAID 1/3 BOND TOREMAINDER.

NOTE:

THE HOME OWNER IS SOLELYRESPONSIBLE FOR THE DESIGN ANDCONSTRUCTION OF ALL FUTURE WORKSAND ANY EFFECT IT SHALL HAVE ONTHE EXISTING STRUCTURE.

NOTE:

100mm CONCRETE SLAB TO ENGINEERSDETAIL.

COASTAL CONDITION R3

NOTE:

FOOTINGS WITHIN 3m OFSOAKWELLS TO BE UPGRADED

AS. 3660.1 TERMITE MANAGEMENT SECTION 1.5

BUILDING OWNERS SHOULD BE AWARE THATCONSTRUCTION AT OR NEAR THE BOUNDARYCOULD RESULT IN A GREATER RISK OFTERMITE ENTRY AND MORE FREQUENTINSPECTIONS MAY BE REQUIRED.

NOTE: UNIT 2

- POST & PIERS FOOTINGS @ -3c, -6c

- GARAGE BOUNDARY WALL FOOTINGS @ -6c

- HOUSE FOOTINGS @ -2c, -3c, -6c

- HOUSE BOUNDARY WALL FOOTINGS @ -3c, -6c

NOTE: UNIT 1

- PIER & POST FOOTINGS @ -3c

- GARAGE / STORE FOOTINGS @ -3c

- HOUSE FOOTINGS @ -2c, -06c

- HOUSE BOUNDARY WALL FOOTINGS @ -6c

- GARAGE / STORE BOUNDARY WALL FOOTINGS @-3c

UNIT 2

- PILING MAY BE REQUIRED AT REAR OFPROPERTY.

NOTE: BY BUILDER

- ENGINEEREDSTORMWATER PLANREQUIRED.

NOTE:

CONCRETE DRIVEWAY TO UNITS 1 & 2


2,23

4

1,210

1,000

1,500

2,510

2,93

4

2,310

2,100

3,05

0

5050

2,32

0

110

1,000

1,500

2,000

100

1,810

6,510

500 3,000 500

2,507

1,50

0

190

1,500

1,450

796

1,7994

3,910

D7D5

D3

D2

D1

D8

D4

D6

SETBACK

SETBACKSETBACK

SETBACK

SETB

ACK

SETB

ACK

SETBACK

SETBACK

SETB

ACK

SETB

ACK

SETB

ACK

SETB

ACK

SETBACK

SETBACK

SETBACK

SETBACK

SETBACK

UNIT 2PROPOSEDRESIDENCES.P.L. @ 2.60F.F.L. @ 2.70


GARAGEGRANO @ -1c

ALFRESCOB'PAVED @ -1c

PORCHGRANO @ -1c

STOREGRANO @ -1c

EXTENTOF GRANO

EXTENTOF GRANO

GARAGEGRANO @ -1c

STOREGRANO @ -1c

EXTENTOF GRANO


PORCHB'PAVED @ -1c

SOLARPANEL

SOLARPANEL

BOUNDARY WALLWITH SQUARELINE

GUTTER @ 29c


GUTTER @ 29c


GUTTER @ 29c


GUTTERS @ 29c

CAVITY FILLED BRICK RETAININGBY BUILDER PRIOR TO BUILDERCOMMENCING WORKS ON SITETO ENGS DETAILS T.O.F @ -5/-6c

NOTE: FOOTING LEVEL FOR BRICKWALL RELATIVE FROM R.L. OF 2.60

CAVITY FILLED BRICK RETAININGBY BUILDER PRIOR TO BUILDER

COMMENCING WORKS ON SITE TOENGS DETAILS T.O.F @ -6c

UP

R.L. @ 2.60

100mmØ PVC PIPEFOR FUTURE

RETICULATION

100mmØ PVC PIPEFOR FUTURE

RETICULATION

NOTE:RETAINING WALLS HOUSE BUILD-UPALONG THIS BOUNDARY SUBJECT

TO ENG. DETAILS. CHEMICALINJECTION MAY BE REQUIRED.

UP

DROPPED FOOTINGS / PILINGMAY BE REQUIRED. EXTENT

TO BE DETERMINED BY ENGINEER

GRANOCROSSOVERBY BUILDER

TO SHIREREQUIREMENTS

CLOTHESLINE BYBUILDER

CLOTHESLINE BYBUILDER

DROPPEDFTNGS T.O.F.

@ -6c

DROPPEDFTNGS T.O.F.

@ -6c

DROPPEDFTNGS T.O.F.

@ -6c

B'PAVEDPATH

GRANODRIVEWAY

& PATH

GRANODRIVEWAY

DROPPEDFTNGS T.O.F.

@ -6c

R.L. @ 2.26

R.L.@ 2.60

R.L.@ 2.60

R.L. @ 2.60

R.L. @ 2.60

SETBACK

STORMWATER &SEWER PRELAY

(MIN. AHD 2.70m)

(MIN. AHD 2.70m)

DROPPEDFTNGS T.O.F.

@ -6c

DROPPEDFTNGS T.O.F.

@ -6c

SETBACK

FACE BRICKSTEPS

FACE BRICKSTEPS

SETBACK

1800h COLORBONDFENCE BY OWNERAFTER HAND-OVER

TYPICAL

TYPICAL


10.60

22.67

90°0'0"

-

2.0

2.0

2.0

2.02.0

2.0

2.0

2.0

2.0

2.08

1.99

1.98

1.95

2.15

2.12

1.97

1.91

2.07

2.05

2.13

2.03

2.04

1.97

2.12

2.01

2.26

2.24

2.23

2.22

2.18

2.15

2.10

2.19

2.19

2.19

2.21

2.18

2.16

2.14

2.19

2.18

2.16

2.14

2.13

2.30

2.26

2.20

1.942.2

5

1.94

2.02 2.0

52.0

42.00

2.05

2.06

2.00

2.01

2.01

2.08

1.94

2.24

2.33

2.24

1.85 1.9

7 2.00

1.96

1.992.01

2.19

2.22

2.27

2.43

2.05

2.02

2.01

2.02

1.97

1.97

2.07

1.94

1.98

2.00

2.06

2.02

2.03

2.09

2.25

2.06

2.06

2.08

2.14

2.24

2.25

CANOPYTREE



FOOTPATHCONCRETE

DRIVEWAY

CONCRETE

CROSSOVER

CONCRETE




OF LOT 128


REQUIRED TO CONFIRMPEG POSITIONS

BOUNDARY RE-PEG SURVEYWARNING!

CP 3EXIST. FALLEN FIBR

O FEN

CE

EXISTING

FIBRO

FENC

E

FIBRO FENCE

FIBRO

FENC

E

SEWER LINE

CANOPYTREE


LOT 129

LOT 127

CARPORT

CARPORT

WIN.

WIN.

WIN.


HYDRANT

POWER POLE

INSPECTION SHAFT

STOP VALVE

CONSUMER POLE

SW MANHOLE

SEWER MANHOLE

AREA

STORMWATER

SEWERAGE

POWER

WATER

CP

SVSEW

SEWERAGE

GAS

GRATE

PP

HY

IS

TELSTRA

WATER METER

GAS METER

POWER DOME

TELSTRA PIT

POWER

SIDE ENTRY PIT

INSPECTION OPENING

LAMP POSTLP

FP

IO

SP

FLUSH POINT

WATER

GAS

STAY POLE

TELSTRA

METER

GAS

PRELAID

DEPTH

PD


SUBURB

JOB No.

PLAN

DATE

CLIENT

LOT

OURS:

BUILDER

AUTHORITY

MAP REF.

C/T Vol.Fol.

YOURS:

SCALE

PTYLTD

@ A3PIT




The information on this drawing is current as at the date of survey.Services are to be confirmed with relevant Authorities.This includes without limitation;

Sewerage, Water Supply, Drainage, Power Supply, Gas Supply & Communications.Further interests / notifications / encumberances may be listed on the Certificate of Title.Location of boundary in relation to fences or boundary markers is not guaranteed.Boundary is placed arbitrarily as per 'best fit'. Repeg Survey will be required.Copyright 2009 Automated Surveys Pty. Ltd. All rights reserved.


OF SURVEY

SURVEYOR

SHED

IRON

IRON SHED

IRON SHED

PG PG

PG

PG

90°0

'0"

135°

0'0"

135°0'0"135°0'0" 2.12

18.623.61

90°0'0"

25.67

5.50

90°0'0"

17.56

90°0'0"

16.10

90°0'0"14.56

225°0'0"3.55135°0'0" 4.2

4

9.55

DEPTH. 1.94mUP. 0.00

SEW INV. 0.07APPROXIMATE ONLYSEW CONN POSITION


NORTH

WEST

EAST

SOUTH

GRASS COVER

SANDY

268sqm

STRATA 1&2

POOR CONDITION

BLOCK KERB

COLUMBA STREET

-------

DIA 0.1mTREE HT 3m

PF

PF

PF

PF

PF

PF

PPPP

PD

PIT

FLOOR RL 2.70RESIDENCEFIBRO & IRON



IS

19.10.2016

213221

YES 1.94mBTCYES

YES U/GESTABLISHED

ARDILLE

128 (#11) COLUMBA STREET

BUNBURY

STRATA WISE

46362/3

SP 75043

BUNBURY

M132 J 20

1:200

T.M. A.R.

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXIST.

EXISTING

SETBACK

UNIT 2 SEWERCONNECTION POINT

STORMWATERPRELAY

REFER TO RETAININGWALL PLAN (SHEET 3) FOR

DIMENSIONS TO FACEBRICKWORK

SETBACK

T.O.F.@ -3c

T.O.F.@ -3c

APPROX. LOCATION OFEXISTING SEWER CUT IN

AS CONFIRMED WITHPLUMBER

(CONNECTION POINTFOR UNIT 1 AT FRONT)

TYPICAL

TYPICAL

TYPI

CAL

TYPI

CAL

A B

A B

STORMWATER CALCULATIONS: UNIT 1STORMWATER REQUIREMENTS: 1m3/65m2

ROOF IMPERVIOUS AREA:=193.25m2

PROPOSED PAVED AREA:=16.71m2

TOTAL PERVIOUS AREA:=209.96m2

STORMWATER CALCULATIONS: UNIT 2STORMWATER REQUIREMENTS: 1m3/65m2

ROOF IMPERVIOUS AREA:=189.52m2


TOTAL PERVIOUS AREA:=217.62m2

STORMWATER CALCULATIONS:COMMON PROPERTYSTORMWATER REQUIREMENTS: 1m3/65m2


TOTAL STORMWATER CALCULATIONS:= 209.96m2 + 217.62m2 + 95.21m2

= 522.79m2

- THEREFORE 522.79m2 / 65= 8.04m3 + 0.4m3

EXTRA OVER ALLOWANCE = 8.44m2 REQ'D- SOAKWELL CAPACITY GIVEN: (4x) 1500Øx1200d

TOTAL PROVIDED = 8.48m3

T.O.G @ 2.54

T.O.G @ 2.30

DROPPEDFTNGS T.O.F.

@ -5cDROPPED

FTNGS T.O.F.@ -6c

DROPPEDFTNGS T.O.F.

@ -6cDROPPEDFTNGS T.O.F.

@ -5c

R.L. @ 2.26

R.L. @ 2.26

SET-BACK

SETBACK

PLANNINGREQUIRED

NOTE:RETAINING WALLS & GARAGE

BUILD-UP ALONG THIS BOUNDARYSUBJECT TO ENG. DETAILS. CHEMICAL

INJECTION MAY BE REQUIRED.

4 x 1500Ø x 1200dSOAKWELL

COMMONPROPERTY

WATER METERS BY OWNER

900mmHIGH BRICKLETTERBOX

(DETAIL 3590 WITHFRONT FACE

OPENING PANEL)


ELEC/PLUMB./PHONE/GAS

PRELAY

SEW

TYPI

CAL

1



CONTRACT DWG SLV 11.08.17 CJSITING EP 30.08.17 CJ

CORRECTIONS JG 05.09.17 DWCORRECTIONS DW 18.09.17 AB

AMEND SITE DW 28.09.17 JGAMENDMENTS EP 10.10.17 CEAMENDMENTS DW 12.10.17 JG

DOCNO:46362/3:SKETCH:DRAWINGS

HOME ID SHEET N°

46362/3 OF 5

Tina Baltic

Tina Baltic









CLIENT:

DATE:

CLIENT:

DATE:

BUILDER:

DATE:

CLIENT:

ADDRESS:

ARDILLE

LOT 128 (#11)UNITS SITING S/L 1&2COLUMBA STREETBUNBURY

INDIVIDUALMODEL N°

MAP REF.

COASTAL CATEGORY

WIND RATING

ENGINEERS DETAIL

HOME ID

DATE

SHEET N°

N/A

M132 J 20

R3

46362/3

12.10.17

N1

B1

OF 5

STRATAWISE

© COPYRIGHT


2

GASHWU

GASHWU

SCALE 1:200SITE SETOUT PLAN


18,2

91

100 10,500

1,711

410

734

17,8

87

1,901 1,564145

2,23

417

,990

2,45

050

15,1

902,

320

100 10,190 5,810

12,2

402,

320

3,190

1,052

GRANO @ -1c



GARAGE

GRANO @ -1cGARAGE

STORE


PORCHGRANO @ -1c

PORCHB'PAVED @ -1c


SOLARPANEL

SOLARPANEL

10.60

22.67

2.12

18.62

3.61

25.67

5.50

17.56

16.10

14.56

3.55

4.24

9.55

CAVITY FILLED BRICK RETAININGBY BUILDER PRIOR TO BUILDERCOMMENCING WORKS ON SITE

C O L U M BA S T R E E T

U1 SETOUT

U1

SETO

UT

U1 SETOUT

SETO

UT

U2

SETO

UT

U2 SETOUT

900mmHIGH BRICKLETTERBOX

(DETAIL 3590 WITHFRONT FACING

PANEL)

MIN. AHD 2.70m

MIN. AHD 2.70m

R.L.@ 2.60

R.L.@ 2.60

R.L.@ 2.60

R.L.@ 2.60

U2 SETOUT

OF LOT 128

NORTH

WEST

EAST

SOUTH

268sqm

STRATA 1&2

GRANO @ -1c

STOREGRANO @ -1c

A B

A B

SETOUT POINTsetout line length = 12.10

seto

ut li

ne le

ngth

= 2

1.04

SETOUT POINTsetout line length = 9.59

setout line length = 17.56



13,0606,790

16,4535,651

CR

OS

SO

VE

R1.8%

FALL

DR

IVE

WAY

2.5% FA

LLU

NIT 2 G

AR

AG

EF.F.L @

2.614D

RIV

EW

AYR

.L @ 2.60

2.102.24

2.614

(250H)

(500H)

(300H)

PANEL &

POST R

ETAININ

GW

ALLS BY BUILD

ER

DR

IVE

WAY G

RA

DIE

NT D

ETA

IL B-B

TOR

@ 2.60

TOR

@ 2.60

TOR

@ 2.60

G.L @

2.10G

.L @ 2.35

G.L @

2.30

13,0

606,

790

16,4

535,

651

CR

OS

SO

VE

R1.

8% F

ALL

DR

IVE

WAY

2.5%

FA

LLU

NIT

2 G

AR

AG

EF.

F.L

@ 2

.614

DR

IVE

WAY

R.L

@ 2

.60

CAVI

TY F

ILLE

D BR

ICK

RETA

ININ

G BY

BUI

LDER

PRIO

R TO

BUI

LDER

COMM

ENCI

NG W

ORKS

ON S

ITE

TO E

NGDE

TAIL

S T.O

.F @

-10c

PAN

EL &

POST

RET

AIN

ING

WAL

LS B

Y BU

ILD

ER

2.10

2.60

2.61

4

(100

H)

(360

H)

DR

IVE

WAY

GR

AD

IEN

T D

ETA

IL A

-A

TOR

@ 2

.60

TOR

@ 2

.60

G.L

@ 2

.24

G.L

@ 2

.50

Tina Baltic

Tina Baltic

GASHWU

GASHWU

SCALE 1:200RETAINING WALL PLAN


2,40

02,

320

12,8

6115

,863

2,97

412

,460

7,70

03,

620

1,49

971

513

,450

4,690 1,310 4,600

2,119

4,070 1,290 340

1,000


GARAGEGRANO @ -1c


STOREGRANO @ -1c

GARAGEGRANO @ -1c

STOREGRANO @ -1c


BUILD-UP ALONG THIS BOUNDARYSUBJECT TO ENG. DETAILS.

CHEMICAL INJECTION MAY BEREQUIRED.

CAVITY FILLED BRICK RETAININGBY BUILDER PRIOR TO BUILDERCOMMENCING WORKS ON SITETO ENGS DETAILS T.O.F @ -5/-6c

NOTE: FOOTING LEVEL FOR BRICKWALL RELATIVE FROM R.L. OF 2.60



PORCHGRANO @ -1c

PORCHB'PAVED @ -1c

900mm HIGH BRICKLETTERBOX (DETAIL 3590

WITH FRONT FACE OPENINGPANEL)

WATER METERS BY OWNER

DROPPEDFTNGS T.O.F.

@ -6c

DROPPEDFTNGS T.O.F.

@ -6c

DROPPEDFTNGS T.O.F.

@ -6c

UP

UP

R.L. @ 2.60

R.L. @ 2.60

R.L. @ 2.60

R.L.@ 2.60

R.L.@ 2.60

MIN. AHD 2.70m

MIN. AHD 2.70m

FACE BRICKSTEPS

FACE BRICKSTEPS

DROPPED FOOTINGS / PILINGMAY BE REQUIRED. EXTENT

TO BE DETERMINED BY ENGINEER

PANEL &POST RETAINING

WALLS BY BUILDER

R.L. @ 2.26


WALLS BY BUILDER


WALLS BY BUILDER


WALLS BY BUILDERPANEL &POST RETAINING

WALLS BY BUILDER


10.60

22.67

90°0'0"

-

2.0

2.0

2.0

2.02.0

2.0

2.0

2.0

2.0

2.08

1.99

1.98

1.95

2.15

2.12

1.97

1.91

2.07

2.05

2.13

2.03

2.04

1.97

2.12

2.01

2.26

2.24

2.23

2.22

2.18

2.15

2.10

2.19

2.19

2.19

2.21

2.18

2.16

2.14

2.19

2.18

2.16

2.14

2.13

2.30

2.26

2.20

1.942.2

5

1.94

2.02 2.0

52.0

42.00

2.05

2.06

2.00

2.01

2.01

2.08

1.94

2.24

2.33

2.24

1.85 1.9

7 2.00

1.96

1.992.01

2.19

2.22

2.27

2.43

2.05

2.02

2.01

2.02

1.97

1.97

2.07

1.94

1.98

2.00

2.06

2.02

2.03

2.09

2.25

2.06

2.06

2.08

2.14

2.24

2.25

CANOPYTREE



FOOTPATHCONCRETE

DRIVEWAY

CONCRETE

CROSSOVER

CONCRETE




OF LOT 128


REQUIRED TO CONFIRMPEG POSITIONS

BOUNDARY RE-PEG SURVEYWARNING!

CP 3EXIST. FALLEN FIBR

O FEN

CE

EXISTING

FIBRO

FENC

E

FIBRO FENCE

FIBRO

FENC

E

SEWER LINE

CANOPYTREE


LOT 129

LOT 127

CARPORT

CARPORT

WIN.

WIN.

WIN.


HYDRANT

POWER POLE

INSPECTION SHAFT

STOP VALVE

CONSUMER POLE

SW MANHOLE

SEWER MANHOLE

AREA

STORMWATER

SEWERAGE

POWER

WATER

CP

SVSEW

SEWERAGE

GAS

GRATE

PP

HY

IS

TELSTRA

WATER METER

GAS METER

POWER DOME

TELSTRA PIT

POWER

SIDE ENTRY PIT

INSPECTION OPENING

LAMP POSTLP

FP

IO

SP

FLUSH POINT

WATER

GAS

STAY POLE

TELSTRA

METER

GAS

PRELAID

DEPTH

PD


SUBURB

JOB No.

PLAN

DATE

CLIENT

LOT

OURS:

BUILDER

AUTHORITY

MAP REF.

C/T Vol.Fol.

YOURS:

SCALE

PTYLTD

@ A3PIT




The information on this drawing is current as at the date of survey.Services are to be confirmed with relevant Authorities.This includes without limitation;

Sewerage, Water Supply, Drainage, Power Supply, Gas Supply & Communications.Further interests / notifications / encumberances may be listed on the Certificate of Title.Location of boundary in relation to fences or boundary markers is not guaranteed.Boundary is placed arbitrarily as per 'best fit'. Repeg Survey will be required.Copyright 2009 Automated Surveys Pty. Ltd. All rights reserved.


OF SURVEY

SURVEYOR

SHED

IRON

IRON SHED

IRON SHED

PG PG

PG

PG

90°0

'0"

135°

0'0"

135°0'0"135°0'0" 2.12

18.623.61

90°0'0"

25.67

5.50

90°0'0"

17.56

90°0'0"

16.10

90°0'0"14.56

225°0'0"3.55135°0'0" 4.2

4

9.55

DEPTH. 1.94mUP. 0.00

SEW INV. 0.07APPROXIMATE ONLYSEW CONN POSITION


NORTH

WEST

EAST

SOUTH

GRASS COVER

SANDY

268sqm

STRATA 1&2

POOR CONDITION

BLOCK KERB

COLUMBA STREET

-------

DIA 0.1mTREE HT 3m

PF

PF

PF

PF

PF

PF

PPPP

PD

PIT




IS

19.10.2016

213221

YES 1.94mBTCYES

YES U/GESTABLISHED

ARDILLE

128 (#11) COLUMBA STREET

BUNBURY

STRATA WISE

46362/3

SP 75043

BUNBURY

M132 J 20

1:200

T.M. A.R.

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXIST.

EXISTING


TO ENG DETAILS T.O.F @ -6c

T.O.F.@ -3c T.O.F.

@ -3c

(350H)

(350H)

(250H)

(500H)

(100H)

(360H)

(350H)

(300H)

A B

A B

DROPPEDFTNGS T.O.F.

@ -6c

DROPPEDFTNGS T.O.F.

@ -6c

DROPPEDFTNGS T.O.F.

@ -5c

R.L. @ 2.26

UP

DROPPEDFTNGS T.O.F.

@ -6c

TOR @ 2.60

TOR @ 2.60

TOR @ 2.60

TOR @ 2.60

TOR @ 2.60

TOR @ 2.60

TOR @ 2.60

TOR @ 2.60


BUILD-UP ALONG THIS BOUNDARYSUBJECT TO ENG. DETAILS.

CHEMICAL INJECTION MAY BEREQUIRED.


TO ENGS DETAILS -6c


G.L @ 2.25

G.L @ 2.24

G.L @ 2.25

G.L @ 2.10

SEW

G.L @ 2.35

G.L @ 2.50

G.L @ 2.25

G.L @ 2.30

Tina Baltic

Tina Baltic









CLIENT:

DATE:

CLIENT:

DATE:

BUILDER:

DATE:

CLIENT:

ADDRESS:

ARDILLE


INDIVIDUALMODEL N°

MAP REF.

COASTAL CATEGORY

WIND RATING

ENGINEERS DETAIL

HOME ID

DATE

SHEET N°

N/A

M132 J 20

R3

46362/3

12.10.17

N1

B1

OF 5

STRATAWISE

© COPYRIGHT


4

SCALE 1:200SUBDIVISION PLAN

NORTH

WEST

EAST

SOUTH

PROPOSED STRATA SUBDIVISION

10.60

22.67

2.12

18.62

3.61

25.67

5.50

17.56

16.10

14.56

3.55

4.24

9.55

STRATA AREAS

ZONING = R30MIN. EXCLUSIVE STRATA AREA = 260m2

AVERAGE EXCLUSIVE STRATA AREA = 300m2

SITE AREA = 647.14m2

COMMON PROPERTY = 55.105m2

OPEN SPACE REQUIRED = 45%

UNIT 1EXCLUSIVE AREA = 269.70m2

SHARE OF COMMON PROPERTY = 55.105m2

TOTAL AREA = 324.805BUILDING AREA = 169.21m2

SITE COVER = 52.10%OPEN SPACE ACHIEVED = 47.90%

UNIT 2EXCLUSIVE AREA = 267.23m2

SHARE OF COMMON PROPERTY = 55.105m2

TOTAL AREA = 322.335BUILDING AREA = 169.05m2

SITE COVER = 52.45%OPEN SPACE ACHIEVED = 47.55%

A B

A B

CO

MM

ON

PR

OPE

RTY

A: 1

10.2

1 m

²

PROPOSED STRATA 2A: 267.23 m²

PROPOSED STRATA 1A: 269.70 m²

Tina Baltic

Tina Baltic









CLIENT:

DATE:

CLIENT:

DATE:

BUILDER:

DATE:

CLIENT:

ADDRESS:

ARDILLE


INDIVIDUALMODEL N°

MAP REF.

COASTAL CATEGORY

WIND RATING

ENGINEERS DETAIL

HOME ID

DATE

SHEET N°

N/A

M132 J 20

R3

46362/3

12.10.17

N1

B1

OF 5

STRATAWISE

© COPYRIGHT


5

420

140

140

140

514

SCALE 1: 20DETAIL 1

R.L. @ 2.60

F.G.L @ 2.18

CAVITY FILLED BRICKRETAINING BEYOND BY

BUILDER TOENGINEERS DETAILST.O.F @ -5/6c (SHOWN

DASHED)

MASS CONCRETEFOOTING BEYONDTO ENG DETAILS

90mm FACE BRICKSTEPS

F.F.L. 2.70

CUT BRICK FOOTING LEVELFOR BRICK WALLRELATIVE FROM

R.L. OF 2.60

6c D

RO

P

300

280

1,040 9050

90

45° ANGLEOF REPOSE

WPN

FLOAT & SET

SLAB THICKNESS &REINFORCEMENT



B'D

RY

0c

SCALE 1: 20DETAIL 2

R.L. @ 2.60

R.L. @ 2.25

500

280

9050

90

0c

-6c

SCALE 1: 20DETAIL 3

FLOAT & SET


F.F.L. @ 2.70

R.L. @ 2.25PARGE TOBUILDER'S

DETAIL

120 CAVITY TOENGINEERS

DETAILS

WATERPROOFTO BUILDERS

DETAILTROUGHOUT

90mmBRICKWORK

WPN

300

280

9050

90

1,070

0c

SCALE 1: 20DETAIL 5

45° ANGLEOF REPOSE



R.L. @ 2.60

FLOAT & SET

SLAB THICKNESS ANDREINFORCEMENT

WPN

F.F.L. @ 2.70

R.L. @ 2.25

9050

90

500

280

0c

-6c

SCALE 1: 20DETAIL 6

FLOAT & SET

SLAB THICKNESS ANDREINFORCEMENT

F.F.L. @ 2.70

R.L. @ 2.25

PARGE TOBUILDER'S

DETAIL


DETAILS


DETAILTROUGHOUT

90mmBRICKWORK

WPN

POSSIBLEPILING TO

STRUC.ENG. DETAILS

90

-1c

-4c -3c

SCALE 1: 20DETAIL 7

-6c

MASS CONCRETE

PARGE TOBUILDER'S

DETAIL

GRANO @ -1c

ATTACHEDPIER

POSSIBLEPILING TO

STRUC.ENG. DETAILS

F.F.L. 2.70

FOOTING TOENG'S DETAILS

R.L. @ 2.25

429

SCALE 1: 20DETAIL 8

-1c

-6c

-2c

-4c

R.L. @ 2.60

R.L. @ 2.25

CAVITY FILLED BRICKRETAINING BEYOND BY

BUILDER TOENGINEERS DETAILST.O.F @ -6c (SHOWN

DASHED)

MASS CONCRETEFOOTING BEYOND TO

ENG DEWTAILS

90mm FACE BRICKSTEPS

F.F.L. @ 2.70APPROX. 170hFACE BRICK

STEPS

FOOTING TOENG'S DETAILS

500

280

9050

90

SCALE 1: 20DETAIL 4

0c

-6c

FLOAT & SET


F.F.L. @ 2.70

R.L. @ 2.25PARGE TOBUILDER'S

DETAIL


DETAILS


DETAILTROUGHOUT

110mmBRICKWORK

WPN

y 6 200 t 213221 46363 - city of bunbury

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