Download - Birkett Street - City of Stirling ick & Tle-Clear B u s h e s C/Bond Fence Good C ond it n S e w e r M / H A p p r o x . 6 1 m ( 1 . 5 2 ) > > > > PEG FND NUMB PEG FND NUMB PEG FND

D.P

D.P

D.P

D.P

D.P

D.P

D.P

SW1.2 x 1.5

SW1.5 x 1.2

NOTE: ALL DOWNPIPESCONNECTED TO

SOAKWELLS WITH PVCSTORMWATER PIPE BY

BUILDER

SCALE:DRAWN: DATE:CC APRIL 17

1:200 CHK: MS

© COPYRIGHT

DATE DRAWN CHK

2,000

1,610 3,590

4,500

17,89

06,0

99

2,580 10,5402,729 1,511

2,999

17,89

03,1

01

609

1,511

2,581 12,039

5,600

5,510

5,000 3,319

60

4,068

17,89

04,1

69

2,581 12,470 1,068

2,581 12,470 1,068

4,500

17,89

06,0

99

TBA #5

TBA #6

TBA #1

TBA #2

TBA #3 TBA #4

ALFRESCOPAVED @ -1c

PORCHPAVED @ -1c

PROPOSEDRESIDENCEFFL: 10.05

EXTENT OF UPPER FLOOR ABOVE

90mm PVC PIPE(RETIC) UNDER

DRIVEWAY

GARAGEGRANO @ -1c

EDGE OF GRANO COMB. M'BOXGAS / ELECT.

29c HIGH 1c FACEBRICK WALL 60mm INSIDEBOUNDARY WITH SQUARELINE GUTTER,

FIREPROOF FLASHING & TERMITE TREATMENT (REFER DETAIL SHEET)

PRELAY BALCONYFW IN PIER

ZONE: R30 SITE COVERALLOWED: 55%

ACTUAL SITE COVER:192.86m2 / 454m2 = 42.48%

-WIND CLASSIFICATION (N1)AS PER AS 4055

MAINTAIN 3m CLEARANCE TOALL POWER LINES AT ALL TIMES

PROJECT No. SHEET No. 02 of 1717792

SITE PLAN

CLIENT:

BUILDER:

DATE:

CLIENT:

No further structural changes

These are the plans referred to in the Building Contract

CONT

RACT

PLA

NS

VARIATIONENGINEERS 02/05/17 CC CC

SUPERVISOR NOTE:* ALL STEEL BEAMS TO BE DELIVERED TO

GARAGE AREA. NO STEEL BEAMS TO BE LOCATED WITHIN 6m

OVERHEAD POWER LINE DANGER ZONE.

* CONCRETE PUMP TO BE LINE PUMP ONLY (NO OVERHEAD PUMP) WHERE NECESSARY.

SUPERVISOR BRICKLAYER NOTE:T-BAR LINTELS TO BE INSTALLED AT SAME

TIME AS STEEL BEAMS

SUPERVISOR NOTE:WHERE POSSIBLE, CONCRETE TRUCK &CRANE ACCESS TO BE FROM ADJOININGPROPERTY TO MAINTAIN 6m CLEARANCEFROM TRANSMISSION VOLTAGE POWER

LINES.IF NOT, WESTERN POWER REQUIRES 3 WEEKS

NOTICE TO PROVIDE A SAFE WORKENVIRONMENT AROUND POWER LINES.

CLIENT NOTE:REMOVAL AND RE-INSTATEMENT OF FENCINGBY OWNER TO BUILDERS SCHEDULE. OWNERTO LIASE WITH NEIGHBOUR(S) ACCORDINGLY.

CROSSOVER BY OWNER TOCOUNCIL & DEVELOPER

SPECIFICATIONS(REFER TO ADDENDA)

1

23

4 5

6

7

8 9

SITEPLAN LEGEND - 1 - SAND DELIVERY - 2 - SITE SHED - 3 - SITE TOILET - 4 - TIMBER DELIVERY - 5 - STEEL DELIVERY (TO STAY OUTSIDE OF ANY WESTERN POWER EASEMENT) - 6 - CRANE - 7 - BRICK / RUBBISH PILE - 8 - WALL FRAME - 9 - ROOF TRUSSES

NBN/ TELSTRA PIT & PIPE DESIGNREQUIREMENTS

PLANS TO BE READ IN CONJUNCTION WITHCONSULTANTS ISSUED FOR CONSTRUCTION

DRAWINGS

ELECTRICIAN NOTE:ELECTRICIAN TO ENSURE NBN/TELSTRA

INTERNAL CONDUIT PATHWAYS ARE INSTALLEDAND MANDREL TESTED IN ACCORDANCE WITH

APPROVED PLANS AT THE SAME TIME ASPOWER RUN IN

1M WIDE

0.001 mSSL1 MISCLOSE

.

Birkett StreetBitumen

Semi-Mount Nil

Changes to the City Of Stirling Street & ReserveTrees Policy require minimum setbacks to allcrossovers dependant on the Diameter At BreastHeight (DBH) of any verge trees. Cottage &Engineering Surveys recommends contactingCity Of Stirling to verify any verge tree detailswith their tree audit database before any designwork is undertaken.

NOTE:

OLDAREA

TELSTRA/COMMS. PIT NOT LOCATEDADJACENT TO LOT AT TIME OF SURVEY.VERIFY AVAILABILITY WITH TELSTRA.

NOTE:

WARNING:Check developer/strata company regarding possiblefuture/existing internal service run ins, positions &details. Check for possible private sewer lines &position & details of connection to strata lot. Bewarepossible building restrictions on strata lot bymanagement statement or by-laws. If strataboundaries not defined on plan only parent lot maybe re-pegged and line pegs placed.

Scale 1:200

0 2 4 6 8

W S

EN

SSL1

413151 14 Mar 17 M. Bateman

Builder : Ben Trager HomesCLIENT : BaginskiSURVEY STRATA LOT 1 #168A Birkett Street,Dianella

Survey Strata Plan73125 Original Lot 54 on Diag. 199691:200cJ/N: DATE: DRAWN:SCALE:

Licensed Surveyors

87-89 Guthrie Street, Osborne Park, Western AustraliaTelephone: (08) 9446 7361 Facsimile: (08) 9445 2998

Email : [email protected] Website: www.cottage.com.au

Lot boundaries drawn on survey arebased on landgate plan only. Survey does notinclude title search and as such may not showeasements or other interests not shown on plan.Title should be checked to verify all lot detailsand for any easements or other interests whichmay affect building on the property.

Survey does not include verification of cadastralboundaries. All features and levels shown arebased on orientation to existing pegs and fencesonly which may not be on correct cadastral alignment.Any designs based or dependent on the location ofexisting features should have those features'location verified in relation to the true boundary.

Survey shows visible features only and will notshow locations of underground pipes or conduitsfor internal or mains services. Verification ofthe location of all internal and mains servicesshould be confirmed prior to finalisation of anydesign work.

Cottage & Engineering surveys accept noresponsibility for any physical on site changes tothe parcel or portion of the parcel of land shownon this survey including any adjoining neighbourslevels and features that have occurred after thedate on this survey. All Sewer details plottedfrom information supplied by Water Corporation.

DISCLAIMER:

DISCLAIMER:

DISCLAIMER:

DISCLAIMER:

SEC DomePower PolePhone Pits

LEG

EN

D

T C

TP10.00TWTRTF

[[[[

10.0010.0010.00

]]]]

Top Pillar/PostTop WallTop RetainingTop Fence

W Water Conn.

48.8

8

90°0'25"5.52.1

2

225°0'0"

225°

0'0"

90°0

'0"

20.4

89°59'35"

20.12

90°0

'25"

SOIL DESCRIPTIONFILL- Sand trace artificial material-brownSand - pale grey / Fill Sand, TopsoilLight Grass Cover

0.004 mSSL2 MISCLOSE

28.4

9

13.124.24

23.9

9

135°0'13"135°0'12"

14.6289°5

9'35"

(20.12)

(48.

89)

9.96

9.97

10.0

1

9.95 9.90

10.01

9.89

9.879.

879.8

810.0

0

9.98

9.92

9.76

9.919.

84

9.89

9.909.

8611.78

9.87

9.8

39

.98

9.9

89

.96

11.86

10.98

11.0110.13

10.07

Ref Nail At Base Of KerbAssumed Datum 10.00 m

ConcreteCrossover

Semi-Mount

W

Con

n.

LargeGrassTree

9.9

69

.98

9.9

89

.83

Sewer I.O.

TF[ ]

TF[ ]

TF[ ]

TF[ ]

Timber &Galv Carport

Closest Wire To Boundary

NOTE/BEWARE:ADVISE TRADESO/Head power lines

Brick & Tile-Clear

Bus

hes

C/BondFence Good

Condition

Sewer M/H

Approx. 61m

(10.52)>>> >>>

PEG FNDNUMB

PEG FNDNUMB

PEG FNDNUMB

PEG FNDNUMB

PEG FNDNUMB

PEGGONE

(Not Located In Field. PlottedFrom Water Corp. Sheet Only)

Sewer M/H

Unable to CalculateSewer Junction Depth Due to Lack ofInformation on Water CorporationE-Plan. Verify Junction Invert, Depth& Details With Water Corporation.

BUILDER and PLUMBER check GRADE

NOTE:

Sewer JunctionIn: 1.7Inv: 8.4NOTE: UP

NOTE:Approx. Sewer Clearance Line(This line is NOT an easement)Setbacks MUST be confirmedby Water Corp. before anydesign work is undertaken.This line is NOT definitive.

(Meas Abt. 13.12)

10.0

10.0

SSL2

TreeØ 0.4mHt 5.0m

VACANT

3x CONDUIT LAIDUNDER SLAB

BOUN

DARY

WAL

L

CLIENT NOTE:OWNER TO REMOVE TREE

PRIOR TO BUILDERCOMMENCING ON SITE

INDICATES SET-OUTPEGS BY LICENCED

SURVEYORINDICATES PARA-NAILSETOUT BY LICENCED

SURVEYOR

W

PROPOSED WATERMETER BY OWNER

PRIOR TO CONSTRUCTION

OWNER TO AMENDKERB TO BE MOUNTABLE

OR AS OTHERWISESPECIFIED BY SHIRE

EHB NOTE:PROVIDE H2 TREATMENT TO ROOF

TIMBERS FOR EUROPEAN HOUSE BORER

1200x1000 CONC.HARDSTANDFOR A/C UNIT

STOR

E A

GULLY & GRATECONNECTED

TO SOAKWELLS

SUPERVISOR / TRADES NOTE:1M CLEARANCE TO POWER

LINES AT ALL TIMES

NOTE: APPROX INVERTLEVEL 8.89

EXTENT OFOVERSHADOWING

(18.36m2)

CONCRETOR NOTE:DIG FOOTINGS LAST

& POUR FIRST.BOTTOM OF FOOTINGSTO MATCH NEIGHBOUR

FOOTINGS

TERMITE TREATMENTTERMITE TREATMENT WILL BE IN ACCORDANCEWITH THE NATIONAL CONSTRUCTION CODE 2016

PART 3.1.3, PART 2.1.1 AND PART 1.0.7 USINGTERMICO TERMITE MANAGEMENT SYSTEM

PAVED DRIVEWAY PAVED PATH

D.P

RECESSED INSTANTGAS HWU

Grano / Paving Areas

GARAGEPAVED DRIVEWAYALFRESCOPORCHSTORE APAVED PATH

AREA34.6825.9618.926.425.713.09

Perimeter23.5620.2218.9012.8012.748.18

©CO

PYRI

GHT

CLIE

NT:

ADDR

ESS:

SCAL

E:DR

AWN:

DATE

:CC

APRI

L 17

1:100

DATE

DRAW

N C

HK

CHK:

MS

PROJ

ECT

No.

SHEE

T No

.

05 o

f 17

/Volu

mes/c

ommo

n/Job

s/Clie

nts H

omes

/1700

0 Job

s/177

92 B

agins

ki/Dr

afting

/1779

2.pln

CLIE

NT:

BUILD

ER:

DATE

:

CLIE

NT:

No fu

rther

stru

ctura

l cha

nges

BAGI

NSKI

1779

2

STRA

TA LO

T 1 (

#168

A) B

IRKE

TT S

TREE

TDI

ANEL

LACI

TY O

F ST

IRLIN

G

SONA

TA

ELEV

ATIO

NS

Thes

e are

the p

lans r

eferre

d to i

n the

Buil

ding C

ontra

ct

CONTRACT PLANS

VARI

ATIO

NEN

GINE

ERS

02/05

/17CC

CC

BENC

HMAR

K SP

ECIF

ICAT

ION

.

LEV

EL

7, 1

WA

LTE

RS

DR

IVE

O

SB

OR

NE

PA

RK

6

017

P: (

08) 9

242

0900

F: (0

8) 9

242

0909

AB

N: 5

4 15

5 21

2 57

0 B

LD R

EG

: 138

76

GENERAL NOTES:GROUND FLOOR:RENDERED BRICKWORK TO FRONT ELEVATION - AS INDICATED ONPLAN1c FACE BRICKWORK TO REMAINDER OF RESIDENCE

31c CEILINGS THROUGHOUT U.N.O24º 43' PITCH COLORBOND ROOF WITH 480w BOXED & LINED EAVES

UPPER FLOOR:100mm EPS CLADDING FIXED TO FRAMED WALL AS PERMANUFACTURERS REQ'MENTS

31c CEILINGS THROUGHOUT U.N.O24º 43' PITCH COLORBOND ROOF WITH 480w BOXED & LINED EAVES

50c

28c

64c

29c 33c

35c

10c

GF 0 ( 0c)

2,657

GF Ceiling 2,657 ( 31c)

429

UF 3,086 ( 36c)

2,657

UF Ceiling 5,743 ( 67c)

500

FLASHING

29c HIGH 1c FACEBRICK WALL 60mm INSIDE BOUNDARYWITH SQUARELINE GUTTER, FIREPROOF FLASHING

& TERMITE TREATMENT (REFER DETAIL SHEETS)

170W CONTRASTING RENDEREDEPS CLAD FRAMED

WALL UP TO 50c TO BCA 3.9.2

1c FACE BWK RECESSED INSTANTGAS HWU

obs100mm EPS CLADDING FIXEDTO FRAMED WALL AS PER

MANUFACTURERS REQUIREMENTS

obs

T-BAR @ 27c WITHBWK OVER SETBACK

120mm FROM PIER

EXPOSED TIMBERBEAM @ 63c

MIN

2c HIGH CONTRASTING RENDEREDMOULDING PROTRUDING 20mm

470x590 CONTRASTINGRENDERED PIER UP TO 34c

470 x 590 CONTRASTINGEPS CLAD FRAMED PIER UP

TO 50c WITH 2x 120x120TIMBER POSTS ABOVE

PRIVACY SCREEN TOSUIT R-CODE

REQUIREMENTS

RENDERED BWKN.G.L

N.G.L

28c 28c

64c

29c

-1c

1c FACE BWK

120 x 120TIMBER POST

EXPOSED TIMBER BEAM @ 27c

100mm EPS CLADDING FIXEDTO FRAMED WALL AS PER

MANUFACTURERS REQUIREMENTSFLASHING

450W x 600H WALLPENETRATION

N.G.L N.G.L

50c

28c

64c

7c

GF 0 ( 0c)

2,657


429

UF 3,086 ( 36c)

2,657


350

1,000

FLASHING

COMB. GAS/ELECMETERBOX

120 x 120TIMBER POST


120mm FROM PIER

1c FACE BWK

EXPOSED TIMBER BEAM @ 27c

EXTENT OFRENDERED BWK


MANUFACTURERS REQUIREMENTSEXPOSED TIMBERBEAM @ 63c

obs

obs





A/C UNITMIN

RENDEREDBWK

170W CONTRASTING RENDEREDEPS CLAD FRAMED

WALL UP TO 50c TO BCA 3.9.2

N.G.L

28c 29c

51c

25c

0c

28c

50c

64c

58c

28c

10c

3c

64c

33c

35c

GF 0 ( 0c)

2,657


429

UF 3,086 ( 36c)

2,657


RENDERED BWK

FLASHING

COLORBOND ROOF@ 24°43' PITCH INSTALLED

TO MANUFACTURERSSPECIFICATIONS

REMOTE SECTIONALDOOR AS SELECTED

EXTENT OFRENDERED BWK

SELECTEDBALUSTRADETO BCA 3.9.2

T-BAR @ 25cWITH BWK OVER


MANUFACTURERS REQUIREMENTS

COLORBOND ROOF@ 24°43' PITCH INSTALLED

TO MANUFACTURERSSPECIFICATIONS

GRANO @ -1c


120mm FROM PIER



EXPOSED TIMBERBEAM @ 63c





N.G.L

EHB NOTE:PROVIDE H2 TREATMENT TO ROOF

TIMBERS FOR EUROPEAN HOUSE BORER

Elevation 2

Elevation 3

Elevation 4

Elevation 1