TITLE CONTOUR & FEATURE SURVEY

BUILDER :

CLIENT : LINDA SCHMIDT

DRAWN BY : S. D'MELLO

DATE : 23rd JULY'14

DATUM : ASSUMED

NOTES:BOUNDARY & PEQ POSITIONS NOT GUARANTEEDSOIL TYPE INDICATIVE ONLY- NOT SUBSTITUTE FOR GEOTECHNICAL REPORTGAS INFORMATION SUPPLIED VERBALLY FROM ALINTA GAS AND IS NOT GUARANTEEDSURVEY LOCATES VISIBLE SERVICES ONLY- RING 'DIAL BEFORE YOU DIG' FOR UNDERGROUND SERVICE INFORMATION (1100)

SCALE: 10 12 14 16

1:200 @ A3

LOCATION : LOT 40 CHAPMAN ROAD,SUNSET BEACH

AUTHORITY : CITY OF GREATER GERALDTON

PLAN : 8754 VOLUME/FOLIO : 506-195A

SURVEYS

P (08) 9965 0077F (08) 9965 0088PO Box 695

Geraldton WA 6531

info@quantumsurveys.com.au

quantumsurveys.com.au

SITE DETAILS :Drainage - GOODElectrical - OVERHEADFootpath - YES

GasKerb

RoadSewer

Telecom

Water

YESBARRIERBITUMENYESYESYES

DRAWING No. :

14392FS01

RE.PEG RECOMMENDEDPRIOR TO ANY NEW WORKS

NOTE:ALL DEMOLITION ELEMENTS INDICATED

BY DASHED LINES, SHADING OR ASNOTED ARE TO BE REMOVED FROM SITE

PRIOR TO WORKS

47BRICKS TIN RESIDENCE

WELL CLEAR

41BRICK & COLORBOND RESIDENCE

WELL CLEAR

391?°>'° BRICK & TILE RESIDENCE

WELL CLEAR

.T-

• 0

i:hc>

\!-^

NOTE: CADASTRAL BOUNDARY PEGSWERE NOT FOUND AT TIME OF SURVEY

SUPER SIX FENCE-1.4m HIGH

PARAPET WALL- g^-"'.

SUPER SIX FENCE1.5m HIGH UNKNOWN BRICK

& CONCRETE PIT

FIBRO S TIN RESIDENCEFLOOR LEVEL RL -9.59m

TO BE DEMOLISHED

I

,Z^IWATER TANK—(^'7""" '-^'L_____.

1—^____—WCT»jBRICK;'AVINGi 809m2

SANDY SOIL./.

LOTHESLINETO BE

TO BEDEMOLISHED

'.^:E<(STING;;,^ BITUMEtil-Y'•'•1QRIVEW/';

ENCLOSED]VERANDAHl

TO BE ?jSREMOVED^

COLORBONDGABLE CARPORT ^'::ttM@Efr.'|:

..^GATE^t;^sfe^-^te

TO BE :.|REMOVED-

BRICK & TIN RESIDENCEFLOOR LEVEL RL -9.87m

BRICK WALL2.3m HIGH

CARPORTTO BE

DEMOLISHEDSUPER SIX FENCE 1.4m HIGHWITH LATTICE ON TOP

BRICK EDGINGTO BE

REMOVED °>BRICK PL^TER-BOX04mHfeK^.

-L's''s's.'-^•0"

^;^;.^^'^.^:";:'^§'.;^;';\':^EXISTING;<^..'^.'

:-'BITUMENL,:V^. •.:'.:

^^DRIVEWAY.;^,.-;-

BRICK PILLAR MAIL BRICK PLANTERBOX 0.9m HIGH^ ;-BOX 0.4m HIGH

'^^-^20.12^

•EXISTING':':.:

:.:':.',BITUMEN:\'i•'^.CROSSOVER';

;ir^^^i:£6NCRETEFOOTPAT%^^

orTBM SHN & PLATE

ASSUMED RL 10.00m

LEGEND

A0ex

Q•i-

©

®s

T.B.M.

TELSTRA PIT

POWER POLE

WATER METERTAP

SEWER PROPERTY CONNECTION

UNKNOWN PVC PIPE

DRAINAGE GRATEDRAINAGE MANHOLE

POST

MAIL BOX

TREE

TOP OF BANK

CHANGE IN GRADE

FENCE

BUILDING

EDGE OF EAVES

STRUCTURE

BRICK WALL

EDGE OF CONCRETETOP OF KERB

BOTTOM OF KERB

ROAD CENTRE

POWER LINE

ASSUMED SEWER ALIGNMENT

-TOP OF BRICKWALL RL-10.05m

•^--

CHAPMAN

AREAS TO BE DEMOLISHED"CARPORTENCLOSED V'DAHFIBRE & TIN RESGRANNY FLATTIN CARPORTVERANDAH

w20.07"

23.1450.6241.0521.757.11

163.74m2

PERIM.19.0522.7728.6228.3719.2113.98132.00 m

The contractor / builder is responsiblefor setting out and checking a!i ievels

and measurements on site. ASIdimensions are to be checked andverified by the owner / builder andany discrepancies in this document

DRAWING NAME:

SITE DEMOSHEET No:

01 OF 09REVISION: JOB No:

CLIENT NAME:

BEUKES

TITLE CONTOUR & FEATURE SURVEY

BUILDER :

CLIENT : LINDA SCHMIDT

DRAWN BY : S. D'MELLO

DATE 23rd JULY'14

DATUM : ASSUMED

NOTES:BOUNDARY & PEG POSITIONS NOT GUARANTEEDSOIL TYPE INDICATIVE ONLY - NOT SUBSTITUTE FOR GEOTECHNICAL REPORTGAS INFORMATION SUPPLIED VERBALLY FROM ALINTAGAS AND IS NOT GUARANTEEDSURVEY LOCATES VISIBLE SERVICES ONLY- RING 'DIAL BEFORE YOU DIG' FOR UNDERGROUND SERVICE INFORMATION (1100)

SCALE:

1:200 @ A3

LOCATION : LOT 40 CHAPMAN ROAD,SUNSET BEACH

AUTHORITY : CITY OF GREATER GERALDTON

PLAN : 8754 VOLUME/FOLIO : 506-195A

QuantumSURVEYS

P (08) 9965 0077F (08) 9965 0088PO Box 695

Geraldton WA 6531

info@quantumsurveys.com.au

quantumsurveys.com.au

SITE DETAILS :Drainage - GOOD

Electrical - OVERHEAD

Footpath - YES

Gas - YES

Kerb - BARRIERRoad - BITUMENSewer - YES

Telecom - YES

Water - YES

DRAWING No. :

14392FS01BUILDING POSITION & DIMENSIONS HAVE BEEN

TAKEN FROM THE PLANS ISSUED BY THELANDOWNER. ALL DIMENSIONS NOTED ON

THESE PLANS ARE TO BE CHECKED ON SITEPRIOR TO CONSTRUCTION & ANY ISSUES

RELATING TO NOMINATED SIZES ARE TO BEREFERRED TO BLEND RESIDENTIALDESIGNS

THIS DESIGN MAYBE SUBJECT TO FURTHERCHANGES DUE TO ADDITIONAL REQUIREMENTS

IMPOSED BY LOCAL AUTHORITIES

ALL PARKING PROVISIONS TO COMPLY WITHAS 2890.1 & AS 2890.6

STORMWATER DISPOSAL TO BE INACCORDANCE W/- AS/NZS 3500.3.2.

RE-PEG RECOMMENDEDPRIOR TO ANY NEW WORKS

BANKING NOTE:SOIL RETENTION TO ALL EMBANKMENTS IS

BY OWNER IN ACCORDANCE WITHNCC TABLE 3.1.1.1

REFER TO ENGINEERS DRAWINGS FORSTRUCTURAL DETAILS & LAYOUT

GARDEN

COLORBONDSHED

LANDSCAPE AREAS

FRONT: 57.43m2REAR: 134.82m2SIDES: 30.53m2

TOTAL: 222.78m2(27% SITE AREA)

41BRICK & COLORBOND RESIDENCE

WELL CLEAR

COLORBONDGABLE CARPORT

p

+ 2,400 + 2.400

SUPER SIX FENCE-1.4m HIGH

47BRICKS TIN RESIDENCE

WELL CLEAR

-UNKNOWN BRICK?yi'J& CONCRETE PIT;?||S1

: c'

c\

a.<

^> PARAPET WALL-g^' ~~~_^

20.121 SUPER SIX FENCE Jg^-.<' - 1"~'~.- -i CnJuir-Lj c^1"

PROPOSED NEWBITUMEN CAR

PARKING

150mm 0BOLLARD, 1300mmABOVE GROUND LEVEL W/-ROUNDED TOP PAINTEDSAFETY YELLOW

600 » 600

LANDSCAPE AREA134.82m2

i&'.'^'::\^.^,':.

REVERSING;:;,;;'^ '••!"',; \BAY

ACCESSIBLECAR SPACE

/~ ^ ! BIN STORE ! SY;EXIST]NS;^.Bnww^:^DRIVEWAY^

PROPOSED CLINIC /EXISTING DWELLING

BRICKS TIN RESIDENCEFLOOR LEVEL RL -9.87m

-SUPER SIX FENCE 1.4m HIGHWITH LAFTICE ON TOP

_._^-^

PROPOSED NEWBITUMEN CAR

PARKINGEXISTING...BITUMEN1::;:^'.','.:'.

:^-;:..\'';; EXISTING-:':.''1:

:.,BITUMEN:^.;:,:.:'•..^^ACROSSOVER.'V-; 1

:^i%^^?i^^c6NCRETEroOTPATH^^^

orTBM SHN & PLATE

ASSUMED RL 10,00m

39

LEGEND

A0xa+

©

®\s\

- T.B.M.

- TELSTRA PIT

- POWER POLE

- WATER METER

- TAP

- SEWER PROPERTY CONNECTION

- UNKNOWN PVC PIPE

- DRAINAGE GRATE

- DRAINAGE MANHOLE

- POST

- MAIL BOX

- TREE

- TOP OF BANK

- CHANGE IN GRADE

- FENCE

- BUILDING

- EDGE OF EAVES

- STRUCTURE

- BRICK WALL

- EDGE OF CONCRETE

- TOP OF KERB

- BOTTOM OF KERB

- ROAD CENTRE

- POWER LINE

- ASSUMED SEWER ALIGNMENT

BRICK & TILE RESIDENCEWELL CLEAR

BITUMEN PATH.(SHOWN DOTTED)TO BE IN ACCORDANCEW/-AS 1428.1

EXTENT OF NEW BITUMEN-DRIVEWAY/PATH(SHOWN SHADED)

Soak Well Type No.SW 1200x9001 2

Total CapacityRoof Area GF

NEWNETH'SCAPETotal Area

2.0 m32.0 m3-

0.0 m2125.0 m2125.0 m2

Capacity Required (Area x 0.0125) 1.6 m3Extra Capacity Provided 0.5 m3

jEETASCREENJCE 1.3m HIGH

^ ^

-TOP OF BRICK^ST?^:'.' WALL RL-10.05m

^— RC^D

NOTE: CADASTRAL BOUNDARY PEGSWERE NOT FOUND AT TIME OF SURVEY

The contractor / builder is responsiblefor setting out and checking all levels

and measurements on site. Alldimensions are to be checked andverified by the owner f builder andany discrepancies in this document

AREASTO BE RETAINEDPROPOSED CLINIC / EXISTING DWELLHMG"

DRAWING NAME:

SITE PLAN[SHEET No:

02 OF 09

M2

176.12^76.12m2

REVISION:

R07

PERIIVT53.6053.60 m

I JOB No:

0427CLIENT NAME:

BEUKES

BUILDING POSITION 8, DIMENSIONS HAVE BEENTAKEN FROM THE PLANS ISSUED BY THE

LANDOWNER. ALL DIMENSIONS NOTED ONTHESE PLANS ARE TO BE CHECKED ON SITE

PRIOR TO CONSTRUCTION & ANY ISSUESRELATING TO NOMINATED SIZES ARE TO BE

REFERRED TO BLEND RESIDENTIAL DESIGNS

THIS DESIGN MAYBE SUBJECT TO FURTHERCHANGES DUE TO ADDITIONAL REQUIREMENTS

IMPOSED BY LOCAL AUTHORITIES

ACCESS TOILETAND ACCESS PROVISIONSTHROUGHOUT TO BE REVIEWED BY CERTIFIER

AND ANY REQUIRED AMENDMENTS TO BEDISCUSSED WITH BLEND RESIDENTIAL

DESIGNS PRIOR TO APPROVAL

CEILINGS HEIGHTS TO BE A MINIMUM OF 28cTO ALL HABITABLE 8, PUBLIC AREAS AS PER

BCA CLAUSE F3.1

250W CAVITY FACE BWK.TO MATCH EXISTING

.1"

'n~

3=:

-xs

!-T-

;x7

SPECIFICATION:- PROVIDE TACTILE GROUNO SURFACE INDICATORS INACCORDANCE W/-AS142B- PROVIDE BRAILLE i TACTILE SIGNAGE TO ACCESSIBLEAREAS AS APPROPRIATE 8 INACCORDANCE W/-AS1428- PROVIDE CONTINUOUS ACCESSIBLE PATHS OF TRAVEL(INCLUDING WALKWAYS. RAMPS 8, LANOINGS) INACCORANCE W/-AS 1428, FREE OF OBSTRUCTIONS 8WITH COMPLIANT DOOR HANDLES, RELATED HARDWARE8 ACCESSORIES- CLEAR OPENINGS OF DOORWAYS ON A CONTINUOUSPATH OF TRAVEL TO BE A MINIMUM OF 850mm INACCORDANCE W/.AS1428- PROVIDE CIRCULATION SPACES FOR WHEELCHAIRTURNS S APPROPRIATE HANDRAILS IN CIRCULATIONAREAS AS REQUIRED IN ACCORDANCE W;- AS142B- PROVIDE APPROPRIATE SLIP RESISTANT SURFACES TOALL ACCESSIBLE PATHS OF TRAVEL & CIRCULATIONSPACES IN ACCORDANCE W;- AS1428- PROVIDE SWITCHES 8 CONTROLS ON ACCESSIBLEPATHS OF TRAVEL 8 TO ACCESSIBLE SANITARYFACILITIES IN ACCORDANCE WITH AS1428

PROVIDE ACCESSIBLE UNISEX SANITARY FACILITIESWITH APPROPRIATE WATER TAPS, WC PAN CLEARANCES,TOILET SEAT. BACKREST, FLUSHING CONTROL. TOILETPAPER DISPENSER, GRABRAILS, DOOR, WASHBASIN,MIRROR, RELATED FITTINGS 8 CIRCULATION SPACE INACCORDANCE W/-ASf428- PROVIDE VISUAL INOICATORS ON ALL GLAZINGCAPABLE OF BEING MISINTERPRETED AS AN OPENING INACCORDANCE W/-AS1428- PROVIDE LUMINANCE CONTRAST BETWEEN BUILDINGELEMENTS AS REQUIRED BYAS1428-PROVIDE PORTABLE FIRE EXTINGUISHERS TOREQUIRED RISK AREAS IN ACCORDANCE Wf- AS 2444.-HOT WATER. WARM WATER 8 COOLINS SYSTEMS MUSTBE INSTALLED IN ACCORDANCE WMSfNZS 3666.1.

ClauseEl .2

E4..1

E4.5

-1.8

E4.8

DescriptionEmergencylighllngrcqulngmontsDesign andoperation ofomoroencylishltng

Exit signs

Direction signs

Design andoperation of exitsigns

Comments

The path of travel to the oxilsshall bo sufficienlly illumfnatsE),

Tha buildings emsrgcncyHnhling system must complywith AS 2293.1. Tllis Indudgatha requircmsnl t&r adischarge test facility lo testIho emergency liolitjng drcuit,Illuminated Exit Signs shall beprovidert over each exit Beingmountod a minimum of 2 anda maximum of 2.7 m above thefloor level.

Diredianal signs arc to beprovided os required to enableoccupants lo idontffysvacualion routes. Bsingmounled a minimum o( 2 anda maximum or 2.7 m above thefloor level.Evory exit sign must be cloartyvisiblo aWays when Ihe

building is occupied and mustcomply with AS2293.1

ClauseF1.7

F1.11

FI u

F24

DeacrIpUonW.alorproafingwet uraaa

Provisions offloor waslo

Glazedascofnblies

POTcastolocanliary(acillttoa

CommentsAlt building nlfttnonl? for thobathrooms to comply with TabloF1.7andAS37^lO.

Gonorolly waicrpro&ling (a to becarried out in occnrdancc withAS 3740 & wfllor proof and orwaior-roslatnnt wnUa and tlnnrttnctuding Ihe traalmenl ofjuncllons and ponfliratlons are tob& provided to the propoaod wutflreas as required by Tublc? F 1.7

The proifisicins of [his port lo donot apply In ihia building.Hov/ovar. Die provision ofimporvlous and graded lo a noorwaalo is nominal buildinr]groctlco^All glazed osBombllos In theoxlornol wall of tho E'uildlng olwllcomply will) AS 2047

Tho uniwrf ncr.waiblo loilat(UAT) must comply wllh AS1426.1 regarding circulationspace. lypB and location ofdwuifta and lillmos untl opflrfllicinof doora and HRrdwurfl

Tho current ctrawinnA rio »olcontain sutftdtrrt mloirmton inassess tlieoe roquirBmcnts indetail. hcwBver Ihe grnerolcompartment tayoul anddirronalana appear llvil ihcycould accommodalB a complianlUAT.

250W CAVITY FACE BWhTO MATCH EXISTING

DOOR HANDLETOAS.1428.1\^

MANAGERAPPROX.3.96x2-43

PATHOLOGYAPPROX.3.29 x 2.rf3

MEETINGAPPROX.4.57 X 4.75

RAISEFLOOR LEVEL (EXTENTSHOWN'HATCHED)

TO SUIT EXISTING FL (RL:9.87):.:EXTINGUI.S_HERLOCATIONDOOR HANDLE

TO AS. 1428.1DOOR HANDLE

TO AS. 1428.1.HANDRAILS TOAS 1428.1

HOLD OPEN DEVICETODOOR"

WAIT/ wENTRY ^

^^' KW9

SERVER ROOMAPPROX.2.71 x 1.00

APPROX.2.79xfc42-

PROVIDE TACTILEGROUND SURFACEINDICATORS TO AS1428.4.1 (HATCHED)

BRAILEAND TACTILESIGN COMPLYING W/-SPEC. D6.3(REFER RM. LAYOUTS)

ACCESSTOILET/

GRILL TO.

CONSULT 3<>FW APPROX.

3.36 X 3.53

DOOR HANDLE'TO AS. 1428.1

STORE | g —0 ACCESS

CONSULT

*FW

CONSULT 2

250W CAVITY FACE BWKTO MATCH EXISTING

APPROXIMATE ONLY!

?n •190

AREAS TO BE DEMOLISHEDCARPORTENCLOSED V'DAHFIBRES TIN RESGRANNY FLATTIN CARPO^T

M220£7~23/t4~

50.6241.0521.75

"PERliVT19.0522.7728.6226.37T9.21

|The contractor I builder is responsiblefor setting out and checking all levels

and measurements on site. Alldimensions are to be checked andverified by the owner / builder and

any discrepancies in this documentmust be resolved before ordering or

DRAWING NAME:

PROPOSED FLOOR PLANSHEET No:

06 OF 09REVISION:

R07JOB No:

0427CLIENT NAME:

BEUKES

REMOVE EXISTING OPENING-& BRICK UP TO MATCHEXISTING

BUILDING POSITION & DIMENSIONS HAVE BEENTAKEN FROM THE PLANS ISSUED BY THE

LANDOWNER.ALL DIMENSIONS NOTED ONTHESE PLANS ARE TO BE CHECKED ON SITE

PRIOR TO CONSTRUCTION & ANY ISSUESRELATING TO NOMINATED SIZES ARE TO BE

REFERRED TO BLEND RESIDENTIALDESIGNS

THIS DESIGN MAYBE SUBJECT TO FURTHERCHANGES DUE TO ADDITIONALREQUIREMENTS

IMPOSED BY LOCAL AUTHORITIES

GF CEILING 12305 (28c+PL)

GROUND FLQOR9870 _[0cl

—> !i

EXISTING BWK EXISTING BWK

NGL 9780 NGL 97.-10

ELEVATION 11:100

MGL 9S80-NGL (Si BUILT LINE NGL 9770 NGL 9750 NGL 9870

GF CEILING 12305 (28c+PL)

GROUND fLQOR9870 _[0cl

MGL 9520 NGL 9530

ELEVATION 217100-

REMOVE EXISTING OPENING& BRICK UP TO MATCHEXISTING

MGL 9BRO ''-NGL i? B'DRY NGL %3P NG1- 9710

NEW GUTTER &FASCIA TO-SUIT NEW EXTENT OF ROOFTO MATCH EXISITNG

REMOVE EXISTING SLIDINGDOOR & BRICK UP TO SUITNEW DOOR

GF CEILING 12305 (28c+PL)

.GROUND FLOOR 9870 (Pc)

NGL 9870

ELEVATION 31:100

NGL 9750MGL @ B'DRY NGL 9630

s

OF CEILING 12305 (28c+PL)REMOVE EXISTING A/C UNIT.

& BRICK UPS MAKE GOOD

m\^ —

GROUND fLOOR_98TO j0c}_

MGL 9750

ELEVATION 4-NC-L © B'DRY

'^00'

NGL 9780

The contractor / builder is responsiblefor setting out and checking all levels

and measurements on site. Alldimensions are to be checked andverified by the owner / builder and

any discrepancies in this documentmust be resolved before orderinq or

DRAWING NAME:

PROPOSED ELEVATIONSSHEET No:

07 OF 08REVISION:

R06JOB No:

0427CLIENT NAME:

BEUKES