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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
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