builder: tba client - vincent.wa.gov.au o x x a. co d co n o lu^ o x h-o< ... 0 2 a...

3
J/N: DATE: 16 Dec 16 SCALE: 1:200 DRAWN: B. Mikaric Builder: TBA CLIENT : Griffiths ADDRESS: #108 Matlock Street, Mount Hawthorn SHEET: 5 of 5 REV: 17/10/17 OLD lAREA] 0 Z LU 0 LU.......... I ] Cone, slabs SEC Dome Power Pole Phone , Cone. Path to cc o §< o or 2 O O CL IS UJ O X Z o 3 co o ^LU z UJ il Q < or >- o ui ^3 CO CO ^ Si < CO > IX CO O Is 50 2S LLI IO z s_ >- LU 7 111 |Il 0-w i Q CO O dt: > fo % s|s <coUJ O ^ l_ LL X X S- I LU ip 99 1 co > m zOX o x X a. co d co n O LU^ o X<0 O -1 LU z ljl> h-o< Q. _l x LU LU H oo< OX I << H co W §££ OOQ - P z x x < LU O W LU q[ _l ^x£ Oom Z i -l UJ LU CO o3 O IT Lu£ 3 0^0 P LU I ifg Sg LU - LU H____ OC3z z?o < -3 ^IO A NOTE /BEWARE: DUE TO LACK OF SURVEY MARKS/ PEGS ALL BUILDING OFFSET DIMENSIONS & FEATURES ARE APPROX ONLY AND POSITIONED FROM EXISTING PEGS/ FENCES AND WALLS WHICH MAY NOT BE ON THE CORRECT ALIGNMENT AND ARE TO BE VERIFIED WHEN REPEGGED. ANY DESIGN THAT INVOLVES ADDITIONS TO ANY STRUCTURES SHOWN OR PORTION OF STRUCTURES REMAINING AFTER ANY DEMOLITION HAS TAKEN PLACE, BOUNDARIES MUST BE REPEGGED AND EXACT OFFSETS PROVIDED TO YOUR DESIGNER /ARCHITECT BEFORE ANY PLANS ARE PRODUCED AND BEFORE ANY WORK IS STARTED ON SITE. SOIL DESCRIPTION Sand Light Grass Cover Scale 1:200 0 2 A proposed 450h limestone retaining to engineers details top @10.80 proposed 650h limestone retaining to engineers details top @10.80 proposed 850h limestone retaining to engineers details top @ 10.80 A NOTE: LOT MISCLOSE (0.010 m) #110 Brick & Tiled. FL 10.30 O co O co 70 0 PEG GONE 50(j proposed studio FFL@ 10.90 Tree 0 0.4m 0Ht6m if 40 setOL proposed 650h limestone retaining to engineers details to E steps existing Metal Pergola Cone suit Tree] levels 0 0. Ht 6i tm in #108 Brick & Tin. FL 10.30 Porch Cone cone drive oO grassed area Tree Hi Ht 12.49 \ proposed 200h limestone retaining to engineers details top @10.80 proposed 350h limestone retaining to engineers details top @10.80 install colorbond gate prior to occupation proposed 500h limestone retaining to engineers details top @ 10.80 i-L o #106 g Brick & Tiled. t- FL 10.30 co Porch Cone PEG GONE 1200h picket fence \ 7 7^ 0Tree o/h power pole 7 bitumen grassed verge ® 0.4m bitumen crossover Ht 6m crossover mountable curb Ref Nail at base of kerb assumed datum 10.00 m Matlock Street Bitumen ----- 1 10

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Page 1: Builder: TBA CLIENT - vincent.wa.gov.au o x X a. co d co n O LU^ o X h-o< ... 0 2 A proposed450hlimestone retaining to engineers details top proposed@10.80

J/N: DATE:

16 Dec 16SCALE:

1:200DRAWN:

B. Mikaric

Builder: TBA CLIENT : Griffiths ADDRESS: #108 Matlock Street, Mount Hawthorn SHEET: 5 of 5 REV: 17/10/17

OLD lAREA]

0 Z LU 0LU..........—I ] —Cone, slabs

SEC Dome Power Pole Phone

, Cone. Path

to cc o

§< o or 2 O

O CL

ISUJ O X Zo 3 co o

^LU

z UJilQ <

or >- o ui^3 CO CO

^ Si

< CO > IX

CO OIs

50

2S

LLI I— O z

s_ >-LU 7 111|Il0-w

i Q CO

O dt:> fo

%s|s<coUJ

O ^ l_LL X XS- I LUip99 1 □ co > m zOX o x X a. co d co n O LU^ o

X<0O -1 LUz ljl> h-o<Q. _l x LU LU Hoo<OX I << H co W

§££

OOQ- P zx x <LU O W LU q[ _l^x£OomZ i -lUJ LU COo3 O IT Lu£ 3 0^0

P LU I

ifg

SgLU -

LUH____OC3zz?o

< -3^IO

A NOTE /BEWARE:DUE TO LACK OF SURVEY MARKS/ PEGS ALL BUILDING OFFSET DIMENSIONS & FEATURES ARE APPROX ONLY AND POSITIONED FROM EXISTING PEGS/ FENCES AND WALLS WHICH MAY NOT BE ON THE CORRECT ALIGNMENT AND ARE TO BE VERIFIED WHEN REPEGGED.ANY DESIGN THAT INVOLVES ADDITIONS TO ANY STRUCTURES SHOWN OR PORTION OF STRUCTURES REMAINING AFTER ANY DEMOLITION HAS TAKEN PLACE, BOUNDARIES MUST BE REPEGGED AND EXACT OFFSETS PROVIDED TO YOUR DESIGNER /ARCHITECT BEFORE ANY PLANS ARE PRODUCED AND BEFORE ANY WORK IS STARTED ON SITE.

SOIL DESCRIPTIONSandLight Grass Cover

Scale 1:200

0 2 A

proposed 450h limestone retaining to engineers details top @10.80

proposed 650h limestone retaining to engineers details top @10.80

proposed 850h limestone retaining to engineers details top @ 10.80

A NOTE:LOT MISCLOSE(0.010 m)

#110Brick & Tiled.

FL 10.30

OcoOco

70 0

PEG“GONE

50(j proposed studio FFL@ 10.90

Tree 0 0.4m

0Ht6m if40 setOL

proposed 650h limestone retaining to engineers details

toE

stepsexisting

Metal Pergola Cone

suit Tree] levels 0 0.

Ht 6itm

in

#108Brick & Tin.

FL 10.30

PorchCone

conedrive

oO

grassed area

TreeHiHt

12.49 \

proposed 200h limestone retaining to engineers details top @10.80

proposed 350h limestone retaining to engineers details top @10.80

install colorbond gate prior to occupation

proposed 500h limestone retaining to engineers details top @ 10.80

i-L

o #106 g Brick & Tiled.t- FL 10.30 co

PorchCone

“PEGGONE

1200h picket fence \ □

7 7^

0Tree o/h power pole 7bitumen grassed verge ® 0.4m bitumencrossover Ht 6m crossover

mountable curbRef Nail at base of kerb assumed datum 10.00 m

Matlock StreetBitumen

----- 110

Page 2: Builder: TBA CLIENT - vincent.wa.gov.au o x X a. co d co n O LU^ o X h-o< ... 0 2 A proposed450hlimestone retaining to engineers details top proposed@10.80

CONSTRUCTION NOTESConfirm dimensions on site prior to the commencement of works.

Figured dimensions take precedence over scaling

All dimensions shown on plans are raw dimensions only which do not include plaster thickness.

Location of downpipes is indicative only and may be changed at the builders discretion to comply with BCA requirements.

Contractors to confirm all services prior to commencement of works.

Drawings to be read in conjunction with Structural Engineers details

Roof Carpenter NoteRoof beam locations are

8990approximate and can be adjusted on site or varied to suit engineers details.3350 5050 • 59°.

270 8450 270 Roof Plumber Note

270 2830A 5620 270A A

RWPs positions shown are indicative and may be adjusted on site to suit

w • • roof timber locations, soakwells locations, existing downpipe locations at roof plumbers discretion.

ROW

b/paved drive

o# @+3 f- h*-- CM • (NO

TCNi-T

LOCOCO

o• o# o#Is- Is-CM^ CM • (M •

AREASStudio 68.86m2Garage 59.30m2

TOTAL 128.16m2

CLIENT NOTEDesign Concepts are subject to council approvals, engineers details, site survey and energy efficiencey requirements.

270 3460 90• * «o

1440 27(f) 1500 110 2500■ -4-4— •«

7550

1440 755048990

3460

2900

560 880* 4

2704 -f270

-4-*

FLOOR PLANGROUND FLOOR--------------

R' mRIGHT

Craig 0438 975 039 [email protected]

Proposed Works at:

#108 Matlock Street, Mount HawthornFor:

Griffiths(ci copyright

Revision

19/04/17 various CS

22/05/17 various CS

23/07/17 various CS

17/10/17 various CS

Drawn : CS

Date : 07/04/17

Scale : 1:100

Sheet : 1 of 5

Page 3: Builder: TBA CLIENT - vincent.wa.gov.au o x X a. co d co n O LU^ o X h-o< ... 0 2 A proposed450hlimestone retaining to engineers details top proposed@10.80

Elevation 1

Elevation 2

Elevation 3

200

33c CL

Ot^FL

facebrick boundary wall to shire requirements

31c

a 23c a

31c

23c

facebrick

Elevation 4

limestone retaining wall

ground

limestone retaining wall

ELEVATIONSCALE tdOO----------

design,RIGHT

Craig 0438 975 039 designright@bigpond com

Proposed Works at:

#108 Matlock Street, Mount HawthornFor:

Griffiths©copyright

Revision

19/04/17 various CS

22/05/17 various CS

23/07/17 various CS

17/10/17 various CS

Drawn : CS

Date : 07/04/17

Scale : 1:100

Sheet : 2 of 5