defects or omissions in the information. · DEVELOPMENT COMMITTEE DV18.182 - ATTACHMENT 1 : Lot 50 (No. 236A) Selby Street, Wembley The Town of Cambridge does not warrant the accuracy

DEVELOPMENT COMMITTEE DV18.182 - ATTACHMENT 1 : Lot 50 (No. 236A) Selby Street, Wembley

The Town of Cambridge does not warrant the accuracy of information in this publication and any person using or relying upon such information does so on the basis that the Town of Cambridge shall bear no responsibility or liability whatsoever for any errors, faults, defects or omissions in the information. 1:3640

The Town of Cambridge does not warrant the accuracy of information in this publication and any person using or relying upon such information does so on the basis that the Town of Cambridge shall bear no responsibility or liability whatsoever for any errors, faults, defects or omissions in the information.

1:910

28x3610 SD

24x3

010

24x2210

25x2410 SD

16x8

10

25x2

110 F

21xSPEC A21x710 A

21xS

PEC

F

8x24

1016

x181

0

16x1

510

16x1

810

16x1

810

7x18

10 7x

2410

F

720WC

820

2/820

820

720

620WC

820

820

25x1

510

SD

FW

FW

FW

FW

WM

FR

FW

MH

S

S

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

FLOOR PLAN1:100

V

UBO

DP

S

980 500 8,950 900

39,64

090

06,1

902,7

101,8

007,7

907,0

1080

03,6

904,5

004,2

50

11,3303,890 1,370 4,670 500 900

39,64

090

02,3

004,8

006,5

004,8

908,9

107,0

904,2

50

980 500 1,590 3,610 1,680 980 1,090 900

980 230 3,918 90 1,232 90 1,360 90 2,210 230 900

1,090 7,360 500

390 3,095 390 3,095 390

980 230 3,918 90 2,682 90 2,210 230 900

4,882 230 1,338 90 3,160 230 1,400

4,705 230 1,515 90 1,535 90 1,535 230 1,400

4,705 230 1,515 90 3,160 230 1,400

1,480 230 4,740 90 3,160 230 1,400

980 230 5,240 90 3,160 230 1,400

980 230 5,870 90 1,290 1,740 230 900

1,480 230 8,490 230 900

390 710 790 2,000 1,280 90 4,670 500 900

3,890 1,280 6,160

3,890 1,280 760 4,910 490

1,485 4,090

505 3,080 505

980 230 3,918 90 1,232 90 3,030 630230

900

980 230 1,830 90 1,740 90 1,490 90 3,160 230 1,400

980 230 1,830 90 1,000 740 90 1,490 90 3,160 230 1,400

1,480 230 2,420 90 950 90 4,440 230 1,400

3,240 230 1,700 90 4,440 230 1,400

230 2,830 90 2,020 90 5,980 90

230 3,430 90 1,420 90 5,980 90

230 3,430 230 1,280 90 5,980 90

405

495

6,190

300

2,110

300

890

81010

07,7

907,0

1080

03,6

9050

03,0

1099

04,2

50

2,000

190

5,810

9011

,070

9015

,910

230

4,250

190

3,010

230

6,310

200

901,7

0090

1,800

905,4

5023

07,0

1023

08,5

3023

04,2

50

190

3,010

230

6,310

9011

0 909,1

3023

07,0

1023

08,5

3023

03,8

6039

0

405

495 23

04,0

4090

1,600

230

2,710

230

1,610

190

900

901,8

1090

4,440

230

7,010

800

230

3,230

230

4,270

230

4,250

2,000

190

5,810

903,9

1090

3,760

901,6

5090

1,480

903,3

5090

630

3,350

901,6

8090

2,250

904,2

9023

04,2

50

900

1,600

700

3,570

930

300

890

2,410

1,390

1,810

1,590

1,510

1,790

700

1,810

2,290

1,810

790

1,510

490

1,810

1,590

2,410

790

4,250

405

1,595

190

5,810

903,9

1090

3,760

901,6

5090

1,480

903,3

5090

630

3,350

901,6

8090

1,500

9075

04,2

9023

04,2

50

2,000

190

5,810

903,9

1090

3,760

903,2

2090

3,350

630

903,3

5090

1,680

902,2

5090

4,290

230

3,860

390

300

1,410

490

2,410

701

1,410

300

800

19031

0 290

910

290

910

290

910

290

910

29031

0 190

800

6,090

190

31029

0 410 2

901,3

5029

01,3

5029

093

030

0

100 4,570 1,110

1,110 290

901,1

20

900

6,190

630

750

640

800

130

1,200

150

70

100

258

810

1,000

600

400 900 400

230

390 2,210 500500 3,100

4,000890 2,410 700

3,240

500 1,760

280

2,650 600

600

600

190

300

130

1,400

11,330

X X

12

34

5

Overall

Over

all

dining / kitchen

rece

ss

Overall

Over

all

family pty / fr. rec. scl'ry

family l'dry

family l'dry

pass. activity

pass. robe robe

pass. bed 3

pass.master suite bath

master suite pass. pdr bath

pier

alfresco overall

pierpier

pier porch

garage overall

garage opening

porch overall

pier

master suite pass. bed 4 robe

wir pass. pass. bed 4

shr pass. robe pass. bed 4

ens wc sitting

sittingpass.

store rec. / entry garage

study entry garage

study porch garage

maste

r suit

ewi

rsh

ren

ssto

restu

dy

family

/ dini

ngen

s / pa

ss. /

maste

r suit

een

trypo

rchalf

resc

opie

r

alfre

sco

family

/ dini

ngpa

ss. /

maste

r suit

ero

bewc

entry

porch

alfre

sco

pass

. / fam

ily / d

ining

sittin

g / pa

ss.

gara

ge

alfre

sco

kitch

enco

mp. n

ook

l'dry

activ

ityro

bebe

d 3pa

ss.

pdr

bed 4

sittin

gga

rage

gara

gesit

ting

bed 4

pdr

pass

.ac

tivity

robe

bed 3

l'dry

ptykit

chen

alfre

sco

kitch

ensc

'lryac

tivity

robe

bed 3

bath

bed 4

alfre

sco

pier

gara

gesit

ting

390 x 390 BRICKPIER-TOP OF

FOOTING AT -3c

LINE OFFRAMED B'HEAD

LINE

OFFR

AMED

B'H

EAD

LINE OFFRAMED B'HEAD

LINE

OFFR

AMED

B'H

EAD

PLASTERBOARDCEILING AT 28cGRANO AT -1c

PLASTERBOARDCEILING AT 31cGRANO AT -1c

BOUN

DARY

WAL

L W/ S

QUAR

ELIN

EGU

TTER

AT

29c

LINE OFBWK

REMOTE CONTROLLEDSECTIONAL DOOR

NOTE: FAIR FACE BWKINTERNALLY

290x100ATTACHED

PIER

CAVITY CLOSER #2TO DETAIL SHEET

CAVITY CLOSER #1TO DETAIL SHEET MANUAL

ROLLER DOOR

PELMETOVER

gara

ge / b

ound

ary w

all ov

erall

boun

dary

wall o

vera

ll

820M/F

PLASTERBOARDCEILING AT 31cPAVED AT -1c

505x405 RENDER BRICK PIER-TOP OF

FOOTING AT -3c

EXTENT OFRENDER

SHOWN DASHED

EXTENT OFRENDER

SHOWN DASHED

T-BA

R AT

25c

T-BAR AT 25cT-BARAT 25c

EXTENT OF 5c HIGHCONTRASTINGRENDER AACMOULDING AS

SHOWN DASHED

GLAZEDDOOR

4 HINGES

1200T/F

920T/F

SQUAREB'HEADAT 25c

SQUAREB'HEADAT 28c

RECE

SS

CL AT 31c+ PLATE

CL AT 31c+ PLATE

TIMBERFRAME OVER

W/ CLADDING ASSPECIFIED

TIMBERFRAME OVER

W/ CLADDING ASSPECIFIED

RB S

&R

RB S

&R

F/H BYPASS SDW/ CORNICE OVER

SUPPORT

RB S&R RB S&R

4xSH

S&R

SUPPORT

2 x 343W x 343H TILED RECESS

TILEDTILED

900W x 16cH X 200DFEATURE REC.

HEAD AT 28c

4xSH

SUPPORT

RAISEDCL AT 31c+ PLATE

TILED

BENCHTOPW/CUP'DS

UNDER

GAS HP

FLUMEDR/H

DWREC.

FRAMEDB'HEADAT 28c

CL AT 31c+ PLATE

CL AT 31c+ PLATE

F/H BYPASS SDW/ CORNICE SOFFIT

COMPNOOK

F/H BYPASS SDW/ CORNICE OVER

25cH BYPASSSD W/ B'HEAD

OVER

1100W F.H.O .W/ CORNICE

SOFFIT

1230W25cH

OPENING

1650W25cH OPENING

1200W25cH

OPENING

BARGE & CAPPINGW/FIBRE

CEMENT INFILL

1st

ROOF CARPENTER NOTE:PROVIDE 1180 x 580 BOX-

OUT FOR RETURN GRILLE.

A/C UNIT ONWALL

BRACKETS BY SUPPLIER

560x560

TAP

TAP

GASINST.HWS

GAS

COMB. M/BOXWITH VIEWING

PANEL

BOUN

DARY

BOUN

DARY

BOUNDARY

BOUNDARY

C.L. AT 25c

PLASTERBOARDCONTROL JOINT TO

DETAIL

FRAMEDB'HEADAT 28c

SQUAREB'HEADAT 28c

REFERWINDOW

TREATMENTNOTE

300mmRECESSCEILING

C.L. AT 28c

C.L. AT 28c

TAP

800x1800 HIGHRENDER BRICK

PLINTH

STRUCT.COLUMNTO ENG.DETAILS

LCD TOUCH A/CCONTROLLER

1 LITEGLAZEDDOOR

3 HINGE

l'dry

dining

RECE

SS SQUAREB'HEADAT 28c

CL AT 31c+ PLATE

CL AT 31c+ PLATE

fr. re

c.

CL AT 31c+ PLATE

pier

pier

pier

CONTROL JOINT TOENGINEERS DETAIL

CONTROL JOINTS TOENGINEERS DETAIL

STRUCTURALCOLUMN TO

ENG'S DETAIL

STRUCTURALCOLUMN TO

ENG'S DETAIL

MASTERSUITE

DINING

FAMILY

KIT.

SC'LRYPTY

ACTIVITY

BED 3

BED 4

SITTING

STORE

ENTRY

STUDY

GARAGE

BATH

WC

PDR

WIR

ENS

L'DRY

ALFRESCO

PORCH

25x1410 F

GAS

25x1410 F

25x2410 SD

R

A

3c HILITE OVER

HEAD

AT

28c

3c HILITE OVER

3c HILITE OVER

HEAD AT 28c

NOTE:• TIMBER ROOF FRAME TO A.S. 1684

EXHAUST FAN - CEILING MOUNTED(FLUMED TO EXTERNAL AIR)

SDIRECT WIRED INTERCONNECTEDSMOKE DETECTOR TO A.S. 3786:2014

FV CEILING VENT - FLUMED

V CEILING VENT - UNFLUMED

DUCTED AIR CON OUTLET

RETURN AIR VENT

PLAN LEGEND

AR

NOTE:• DO NOT SCALE FROM DRAWINGS.• VERTICAL BRICK COURSING HEIGHTS ARE RELATED

TO STD BRICK SIZES.• ALL INTERNAL DIMENSIONS ARE TO BRICK SIZES,

NOT FINISHED SIZES.• CEILING LEVEL AT 28c UNLESS NOTED OTHERWISE.• THE CONSTRUCTION DETAILS REFERRED TO IN

THESE DOCUMENTS DO NOT FORM PART OF THECONTRACT DOCUMENTS & MAY BE CHANGED ATANY TIME WITHOUT NOTICE, AT THE BUILDER'SDISCRETION.

• POSITIONS OF DOWNPIPES, HWS ARE INDICATIVEONLY & MAY BE CHANGED AT THE BUILDER'SDISCRETION.

• PROVIDE INSULATION TO HOUSE CEILINGS AS PERADDENDA.

• PROVIDE CORNER BEADS TO ALL INTERNALPLASTERED CORNERS EXCLUDING WINDOW & DOORREVEALS, SILLS & HEADS.

NOTE:• NO FLAMMABLE WINDOW

TREATMENT PERMISSIBLE BEHINDHOT PLATE.

Floor AreasFloorGround floor

Location

HOUSEGARAGEALFRESCOPORCH

Area

248.1336.6531.287.07

323.13 m2

Perimeter

102.9724.5023.2214.58

1800 HIGH RENDER BRICK PLINTH WALL DETAIL1:20

800

2301800 HIGH

RENDER WALL

STEEL DUCTBY ELECTRICAN

COMB. M/BOXWITH VIEWING PANEL

34POPhFxwww

Burton Street, Cannington, W.A. 6107.Box 379, Victoria Park, W.A. 6979.08 9366 0000.08 9258 4088.

.plunketthomes.com.auReg. Builder Nº: 7995. A.B.N. 98 009 250 373.

REV VO #DRN DATE CHK

Sub-contractors to verify all dimensions on site.

TK/VS 25-04-18 SG1 390737 WK 21-09-18 WK2 391087 WK 23-10-18 WK3 391170 WK 01-11-18 WK

THIS IS ONE OF THE DRAWINGSREFERRED TO IN THE CONTRACT.

DATED:......./......./.......

BUILDER

OWNER

OWNER

WITNESS

WITNESS

WITNESS

CLIENT:

ADDRESS:

ZHANG & MENG

LOT 50 (#236A)SELBY STREETWEMBLEY

© COPYRIGHT

MODEL N°

170337

SHEET N° OF 7 + 5 ANC

01-11-18

3SPECIALE & OE

JOB N°

REVISION

DATE

TYPE : 2c BWK SPECIFICATION : CLASSIC

3

Attachment 2

34POPhFxwww







DATED:......./......./.......

BUILDER

OWNER

OWNER

WITNESS

WITNESS

WITNESS

CLIENT:

ADDRESS:

ZHANG & MENG


© COPYRIGHTMODEL N°


SPECIALE & OE

JOB N°

REVISION DATE

SHEET N°

170337

OF 7+ 5 ANC

01-11-183

4

NOTE:• TIMBER ROOF FRAME TO A.S. 1684

NOTE:• NO FLAMMABLE WINDOW

TREATMENT PERMISSIBLE BEHINDHOT PLATE.

SECTION X-X1:100

FL 0c

CL 28c + PLATE

2435

BED 3

TIMBER ROOF FRAMING INACCORDANCE WITH A.S. 1684'SAA TIMBER FRAMING CODE'

COLORBOND ROOF AT 24° 43'(460 RISE PER LIN. METRE)

PASS. RENDER

PELMETOVER

MANUALROLLERDOOR

DP

GRANO -1c

2c FACEBWK

DP

FLASHINGOVER

2c FACEBWK

REINFORCED CONCRETE SLABAND FOOTING TO ENG. DETAILS

31c

28c 25c 28c25c

0c

CEILINGINSULATION

AS SPECIFIED

ELEVATION 51:100

FL 0c

CL 28c + PLATE

2435

COLORBOND ROOF AT 24° 43'(460 RISE PER LIN. METRE)

2c FACEBWK

DP

28c

4c

11c

28c

FL 0c

CL 28c + PLATE

2435

ELEVATION 41:100

30c

ELEVATION 41:100

34c

28c25c

5c 4c

11c

25c

17c

25c

9c

25c

9c

25c

9c

25c

9c

25c

0c

18c

11c

18c

11c

28c

1800

2,000

2,727800

2,682

COLORBOND ROOFAT 24° 43' PITCH

F

2c FACEBWK

PAVED -1c

GRANO -1c

2c FACEBWK

390 x 390 BRICK PIER -TOP OF FOOTING AT-3c

DPDP FLASHING OVERFLASHING OVER

FLASHING OVER

F

2cH CONTRASTING RENDERAAC MOULDING AS SPECIFIED

T-BAR AT 25c505x405 RENDER

BRICK PIER -TOP OFFOOTING AT -3c

FLASHINGOVER BARGE & CAPPING

W/ FIBRE CEMENTINFILL

GLAZING ASSPECIFIED

A/C UNIT ONWALL BRACKETS

BY SUPPLIER

BOUNDARY WALLw/ SQUARELINE GUTTER AT 29c

MAX.

REFER WINDOWTREATMENT NOTENGL

ALUMINIUMLOUVRE

AS SPECIFIED

5cH CONTRASTING RENDEREDBRICKWORK PROJECTING 20mm

STRUCT.COLUMN TO ENG.DETAILS

AVG.

FL 0c

CL 28c + PLATE

2435

ELEVATION 31:100

28c

25c

0c

28c

0c

28c


2c FACEBWK


GRANO -1c

RENDER

PELMETOVER

MANUALROLLERDOOR

DPDP

GRANO -1c

NGL

FL 0c

CL 28c + PLATE

2435

ELEVATION 21:100

25c

28c28c

4c

11c

25c

0c

28c25c

0c

28c25c

0c

28c25c

9c

25c

0c 5c

25c28c

30c34c

900

600

3,222

3,297


2c FACEBWK


PAVED -1cGRANO -1cRENDER

505x405 RENDERBRICK PIER

-TOP OF FOOTINGAT -3c

2cH CONTRASTING RENDERAAC MOULDING AS SPECIFIED

T-BAR AT 25cBOUNDARY WALL

w/ SQUARELINE GUTTER AT 29c

FLASHINGOVERGLAZING AS

SPECIFIED

DP DP

FLASHING OVER

F

AVG.

NGL


MAX

ALUMINIUMLOUVREAS SPECIFIED

FL 0c

CL 28c + PLATE

2435

ELEVATION 11:100

4c

11c

25c

18c

28c

34c30c

25c

18c11c

4c

25c

0c 5c5c

1800

6c


STRUCT.COLUMNTO ENG.DETAILS

PELMET OVER

REMOTE CONTROLLEDSECTIONAL DOOR

GRANO -1c

RENDERRENDER A

F

F

A

F

F

A

F

F PAVED -1c

2cH x 50mm CONTRASTING RENDEREDAAC MOULDING AS SPECIFIED

FLASHINGOVER

DP

ALUMINIUM LOUVREAS SPECIFIED

T-BAR AT 25c


505x405 RENDER BRICK PIER-TOP OF FOOTING AT -3c

DP

DP WITHSTAND OFF BRACKETS

1800 HIGH RENDERBRICK PLINTH

NGLCOMBINATION

METERBOX WITHVIEWING PANEL

0.002 mLOT MISCLOSE

.

OLDAREA

Scale 1:2000 2 4 6 8

SOIL DESCRIPTIONSandRefer to Survey

431776 13 Feb 18 F.Croasdale

BUILDER :CLIENT : ZhangLOT 50 #236A Selby Street, Wembley

D.Plan4112931:200J/N: DATE: DRAWN:SCALE:

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

LEGE

ND T C

TP 10.00TWTRTF

[[[[

10.0010.0010.00

]]]]

Top Pillar/PostTop WallTop RetainingTop Fence

W Water Conn.

Licensed Surveyors c

W

S

E

N

49.19

11.47

49.3

9 0 ° 0 '0 "

11.47

90°0'0

"

10.85 11.2

710

.96

13.10

12.8

211

.1010.99

10.9

1

10.86

10 .63

10 .60 10 .77

11.0

010

.80

1 0 .57

10 .47

10 .5110 .61

10.8

210

.79

1 0 .5210 .32

10 .1910 .29

10.8

011

.39

11.84

11.3

411

.29

11.34

11.19

11.0

510

.93

10.8

6

10.6610 .6710 .5910 .66

10 .67

10 .71

10 .5310 .41

10 .51

10 .59

1 0 .2 21 0 .1 9 10 .1710 .32

10 .4510 .4710 .17

10 .20

10 .19

10 .22

1 0 .0 7

P M G

Ref Nail At Base Of KerbAssumed Datum 10.00 m S e l b y S t r e e t

Bitumen

No KerbConcrete Ramp

No KerbNon-Mount

ConcreteFootpathConcreteFootpathConcrete

BitumenCrossover

SewerM/H (10.53)

12.8

2TW[

]

TW[]

(top&

gl)

DUG TO LEVEL9.97 ON LOT(SAND ONLY)

11.66TF[ ]W

12.60TF[ ]

Brick PavedCrossover

Concrete& MetalVerge Tree

Ø 0.30mHt 8.0m

TR[ ]

TR[ ](to

p&gl)

SteppedLimestoneRet. Wall

TF[ ]

TR[ ]

11.3

9

11.84TR[ ]

Brick & TileOn Slab

Limes

tone

Ret. W

all

Brick WallW/Pillars

Pipe

PEGFND

GateStep

Colorbond inFair Condition

ConcreteRet. Wall

Brick

Pav

ed D

rivew

ay

Garage

PorchApprox.

F/L 11.88

FirstFloor

GroundFloor

2-Storey Brick& Galv. on

Slab #234B

Brick & TileOn Limestone

#234A

PEG FNDNUMB

PEG FOUNDOFFSET 0.5m

10.5

10.5

Sewer JunctionInv: 8.9 Depth: 2.0

BEWARE:Deep sewer junction.Check With Water CorpBUILDER and PLUMBERcheck GRADE.

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.

VACANT

Existing

Existing

Existing

EXISTING PATH & CROSSOVERTO BE REPLACED BY OWNERTO SHIRE REQUIREMENTS

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

SETOUT

SETBACKSETOUT PT

SETOUT PT

SETOUT PTSETOUT PT

SETOUT SETOUT

SETOUT SETOUT SETOUT

SETO

UTSE

TOUT

SETO

UT

SETO

UTSE

TOUT

SETO

UT

SETBACK

SETBACK

SETBACK

SETBACK

SETBACK

SETBACK

SETBACK

SETBACK

SETBACK

SETBACK

SETB

ACK

NOTE:- EARTHWORKS TO BE CARRIED

OUT BY BUILDER.- STORMWATER DISPOSAL TO

SOAKWELLS BY BUILDER TOSHIRE REQUIREMENTS.

- LOCATION OF DOWNPIPES ISINDICATIVE ONLY AND MAY BECHANGED AT BUILDERSDISCRETION.

- ANY DISCREPANCIES TO BENOTIFED TO BUILDER PRIOR TOWORK COMMENCING.

- DO NOT SCALE FROM DRAWINGS.- PLANS TO BE READ IN

CONJUCTION WITH ADDENDAAND WORK ORDER. NOTIFYBUILDER OF ANY DISCREPANCIESPRIOR TO COMMENCING WORK.

1,500 Ø x 1,200 DSOAKWELL


SETB

ACK

SITE PLAN1:200

SETB

ACK

DP


19 10,430 1,021

6,949

34,49

07,8

61

28 10,430 1,012

6,841

34,49

07,8

59

2590

1500

1000

1000

20

1,520

1,020

1,520

1,020

1,520

120

8,000

3,611

6,000

22,90

0 ret

ainin

g

5,000 retain.4,070 1,450

PORCH

GRANO AT -1cFFL - 10.754

GARAGE

COMB.M/BOXWITH VIEWING PANEL

GASINST.HWS

BOUNDARY WALLWITH SQUARELINEGUTTER AT 29c

FFL - 10.84

PROPOSEDRESIDENCE

BOUNDARY WALLWITH SQUARELINE

GUTTER AT 29cPAVED AT -1c

GRANO AT -1c

ZONED - R- 20SITE COVER CALC'S (50%)

286.32m² / 564.82m² = 50.69%OPEN SPACE CALC'S

278.5m² / 564.82m² = 49.31%

ROOF AREA = 358.64m²RAINFALL x 0.015TOTAL TO CONTAIN = 5.38m³

STORM WATER SYSTEM1500Ø x 1200D SOAKWELL = 2.12m³ x 2 = 4.24m³1200Ø x 1200D SOAKWELL = 1.36m³

TOTAL SYSTEM CAPACITY = 5.60m³

STORM WATER CALC'S

498 HIGH RET.TOW 10.668BOW 10.17

218 HIGHTOW 10.668BOW 10.45

TOTAL PAVED AREA = 40.40m²

LIMESTONERETAINING WALL



EARTHBANKING

FENCE & RETAININGPLINTH BY OWNER


CONTINUE LIMESTONERETAINING WALL

UNDER HOUSE

330 HIGH RETAINFENCE PLINTH.

BY OWNER

LIMESTONERETAINING WALL


BY OWNER


BY OWNER


BY OWNER


BY OWNER

FENCE & RETAININGPLINTH BY OWNER

CONTROLJOINT

CONTROLJOINTS

9 0 ° 3 2 '3 0 "8 9 ° 2 7 '3 0 "

10 .35

10 .31

10 .17

Meter

11.0

NOTE: UP

ALFRESCO

RL 10.74

B'PAVEDDRIVEWAY

BY BUILDER

1000WB'PAVED

PATH

TOTAL GRANO AREA = 30.82m²

RL 10.74

34POPhFxwww







DATED:......./......./.......

BUILDER

OWNER

OWNER

WITNESS

WITNESS

WITNESS

CLIENT:

ADDRESS:

ZHANG & MENG


© COPYRIGHT

MODEL N°

170337

SHEET N° OF 7 + 5 ANC

01-11-18

3SPECIALE & OE

JOB N°

REVISION

DATE


2

Attachment 3 - 236A Selby Street, Wembley - - Schedule of Submissions

Submitter Number

Type of Comment Comments

1 Comment Thank you for your letter dated 4th October 2018, with the invitation to view and comment on the application for Additions and Alterations - Carport 236A Selby St, Wembley WA 6014.

We the owners of 234A Selby St, Wembley, prefer that the deemed-to-comply provisions of the Residential Design Code be complied with but submit our comments on the proposals as follows:

• Lot Boundary South - we won’t agree to the encroachment of a neighbour’s garage footing on our property or common property, since we already have a footing supporting the northern edge of our common property driveway, services to the rear property route close to the northern boundary and future building options for our property or redevelopment could be affected by a footing incursion on our property.

• Lot Boundary South - we do agree to the temporary removal of the colorbond boundary fence rails and sheets but not the upright posts ie 234A/236A Selby St fence. We require that the fence be reinstated, so that the colorbond fence is continuous on the boundary. We would accept a 120mm setback for the garage, if that permits the retention of a continuous colorbond fence.

• Lot Boundary South - we would not be opposed to portions of the building being setback 1020mm from the lot boundary.

• We’d appreciate if our paved crossover were not damaged during the building process, as occurred with the construction of the home at 234B Selby St.

• We oppose the storage of materials or the driving or parking of vehicles on our verge, before, during and after the construction of the neighbouring building. In the past our reticulation has been damaged a number of times, due the construction of the home at 234B Selby St. Also we’d appreciate if the beautiful oak trees on the verge were not damaged during the building process.

2 Objection Thank you for your letter concerning the plans for a new development at Lot 50 236A Selby St Wembley.

We have noted that this new application does not comply with many of the Design Codes and planning polices. As you know the Residential Design Codes and Cambridge’s planning policies have been developed with much research and evidence for good urban development principles. It appears that this application is trying to squeeze far more building and associated aspects onto the block leading to minimal space between existing nearby properties.

With live opposite this property and are particularly not impressed by the planned non-compliance with the street setbacks and much wider driveway that is proposed. We are not happy with this current application and would like to strongly recommend that this application is not approved until it fully complies with all Design Codes and planning polices.

Documents

defects or omissions in the information. · DEVELOPMENT COMMITTEE DV18.182 - ATTACHMENT 1 : Lot 50 (No. 236A) Selby Street, Wembley The Town of Cambridge does not warrant the accuracy