gspublisherengine 0.0.100

GSPublisherEngine 0.0.100.100

REV

VO #

DR

ND

ATEC

HK

Sub-contractors to verify all dimensions on site.

MM

18.08.16M

MB

RED

ESIGN

MM

05.10.16M

MC

PLANN

ING

MM

03.12.2020M

MD

PLANN

ING

MM

26.12.2020M

M

PLANN

ING

DR

AWIN

GS

THIS IS O

NE O

F THE D

RAW

ING

SR

EFERR

ED TO

IN TH

E CO

NTR

ACT.

DATED

:......./......./.......

BUILD

ER

OW

NER

OW

NER

WITN

ESS

WITN

ESS

WITN

ESS

CLIEN

T:

ADD

RESS:

SMAR

T

LOT 2 #96B

OC

EAN D

RIVE

QU

INN

S RO

CKS

CITY O

F WAN

NER

OO

© C

OPYR

IGH

TM

OD

EL N°

2 STOR

EY90001

JOB N

°

REVISIO

ND

ATE

SHEET N

°014 OF 7+ 0 AN

C

014

26.12.2020D

STD Drawn By: MM 18.08.16

51 Glom

ach Circuit Kinross W

A 6028

Mobile: 0466 672 189

Email: prem

ieresidential@gm

ail.comw

ww

.facebook.com/Prem

ieresidential

ABN

: 44 281 730 821

1

18x

6.5

OBS

18x9.5

28x

1810

ALU

M

18x6

820TF

820

820

1130x2060

GROUND FLOOR PLAN1:100

421

3

N

TAP

Z

Z

X

X

Y Y

STRUCTURAL COLUMN NOTE:• SC = 150 x 100 x 5.0 RHS

TAP

WM

GENERAL NOTES:• LOCATION OF DOWN PIPES IS

INDICATIVE ONLY & MAY BE CHANGEDAT BUILDERS DISCRETION

• INSULATION AS PER ENERGY REPORT

DENOTES HARD-WIREDSMOKE DETECTOR

S

FUSE

BOX

FW

STEP FTG

STEP

FTG

V

DP

DP

NOTE:• THESE PLANS ARE NOT FOR

CONSTRUCTION PURPOSES UNLESSFULLY CERTIFIED BY A QUALIFIEDSTRUCTURAL ENGINEER.

• ALL DRAWINGS TO BE READ INCONJUNCTION WITH ENGINEER'SDETAILS

• ALL BEAM THROUGHOUT (TIMBER,STEEL & T-BARS) AT THE STRUCTURALENGINEERS DISCRETION. REFER TOENGINEERS PLANS

• REFER TO ENGINEERS DETAILS FORSTRUCTURAL COLUMN PLACEMENT

• REFER TO ENGINEER'S FOR TIE DOWNDETAILS

S1 2 3 4 5 6 7 8 9

10111213

DP

DP

DP

7,730

1,070 2,2904,370

18,4

40

7,12

04,

370

5,99

096

0

4,000 alfresco 7,670 house

4701,450 1,430 880 3,440

18,4

40

7,12

04,

370

6,95

0

14,390

350

150

2,83

545

02,

835

150

350

4,37

03,

830

1,57

0 w

indo

w1,

550

3,890 1,340

4,37

025

02,

200

9060

03,

144

350

6,42

035

04,

370

250

5,51

9

3508,710

1005,230

350

6,42

035

03,

105

150

3,10

515

03,

110

150

590

4,37

025

02,

200

904,

127

14,390

2,720 4,000 7,670100 100

3,800250

4,02090

3,060250

2,720 6,090 alfresco350

5,230 verandah

350

150

2,88

0

9,160

7,12

04,

370

2,05

01,

810

2,13

096

0

2507,170

250

3,390150 350

1,89535

0 1,195

350

1,34

03,

380

500

900

930

3,04

01,

330

1,42

093

0

l'stone blocks throughout

Bath/ Ldrycl @ 38c

Entrycl @ 38c

Alfrescohardiflex lined @ 38c

Garage/ Storegrano @ -8c RL 14.030

w/- mesh to eng's detail

b'paved @ RL 14.630

exte

nt o

f upp

er fl

oor o

ver

extent of upperfloor over

-1c-3c

-5c

exte

nt o

f gra

no

-2c-4c-6c

SC

SC

SC

SC

existing limestoneretaining wall top

@ 14.600

existing l'stone ret.wall top @ 14.030

existing limestoneret. wall top @ 14.030

new l'stoneretaining walltop @ 14.600

2x 150x100x5.0 RHS columns

window

overall

garage

window door

door

wind.

over

all

bath

/ ld

ryla

ndin

g

entry

linen

gara

gepo

stpo

stpo

st

alfre

sco

games bath / ldryalfrescopost

retaining wall

reta

inin

g w

all

gara

ge o

peni

ng

gara

ge

garage wall to siton existing retainingrefer to eng's detail

garage wall to siton existing retainingrefer to eng's detail

new

l'st

one

reta

in.

wal

l top

@ 1

4.60

0

instanthwu

laundry entry stairs

over

all

overall

door

-9c-2c

-9c

-2c

wall vent@ 35c

FFL 14.716

SC

gara

ge o

peni

ng

exte

nt o

f gra

no

beam over refer eng's details

-1c

150x100x5.0 RHS column

150x100x5.0 RHS col.

beam over refer eng's details

RL 14.11

6

rem

ote

cont

rol

sect

iona

l doo

rre

mot

e co

ntro

lse

ctio

nal d

oor

b'paved steps

granosteps

Verandahhardiflex lined @ 38c

b'paved @ RL 14.630

1800h l'stonewall & gate

vera

ndah

alfre

sco

hardiflex lined @ 38c

exposed rafters

external plumbingduct w/- 2x openings

exposed plumbing tosink on upper floor

raking balustrade

drywall shown dashed

Gamescl @ 38c

bath

/ ld

ry

gam

es

Linen

1200w2400h sd's

Note!Possible dropceiling to suitplumbing over

wall vent@ 35c

DP

DP

DP

350930 2,270 2,060 3,550

FLOOR AREASFLOORFIRST FLOOR

GROUND FLOOR

LOCATION

HOUSE

ALFRESCOGARAGE/ ...HOUSE

AREA

147.92147.92 m2

74.8965.2249.62

189.73 m2

337.65 m2

PERIMETER

51.1051.10 m

43.5132.5628.34

104.41 m155.51 m

NOTE!COASTAL CONDITIONS

APPLY. REFER TO ENG'SNOTES & DETAILS


REV

VO #

DR

ND

ATEC

HK


MM

18.08.16M

MB

RED

ESIGN

MM

05.10.16M

MC

PLANN

ING

MM

03.12.2020M

MD

PLANN

ING

MM

26.12.2020M

M

PLANN

ING

DR

AWIN

GS

THIS IS O

NE O

F THE D

RAW

ING

SR

EFERR

ED TO

IN TH

E CO

NTR

ACT.

DATED

:......./......./.......

BUILD

ER

OW

NER

OW

NER

WITN

ESS

WITN

ESS

WITN

ESS

CLIEN

T:

ADD

RESS:

SMAR

T

LOT 2 #96B

OC

EAN D

RIVE

QU

INN

S RO

CKS

CITY O

F WAN

NER

OO

© C

OPYR

IGH

TM

OD

EL N°

2 STOR

EY90001

JOB N

°

REVISIO

ND

ATE

SHEET N

°014 OF 7+ 0 AN

C

014

26.12.2020D


51 Glom


A 6028

Mobile: 0466 672 189

Email: prem

ieresidential@gm

ail.comw

ww

.facebook.com/Prem

ieresidential

ABN

: 44 281 730 821

2

1540

x253

058

4x15

7058

4x18

10

1540x4000

1540x3000

584x1810

584x1810

584x970584x970

1030

x181

0 F

820

720

720

720

820

2/620

2/620

584x

1810

1540

x253

0

STRUCTURAL COLUMN NOTE:• SC = 150 x 100 x 5.0 RHS

1918171615141312 1110

98765432

DENOTES HARD-WIREDSMOKE DETECTOR

S

YY

X

N

421

3

FR

X

UPPER FLOOR PLAN1:100

DWREC

GENERAL NOTES:• LOCATION OF DOWN PIPES IS INDICATIVE

ONLY & MAY BE CHANGED AT BUILDERSDISCRETION

• INSULATION AS PER ENERGY REPORT

FW

FW

DP

DP

DP

S

DP

DP & SPREADER

DP & SPREADER

DP

NOTE:• THESE PLANS ARE NOT FOR

CONSTRUCTION PURPOSES UNLESSFULLY CERTIFIED BY A QUALIFIEDSTRUCTURAL ENGINEER.

• ALL DRAWINGS TO BE READ INCONJUNCTION WITH ENGINEER'SDETAILS

• ALL BEAM THROUGHOUT (TIMBER,STEEL & T-BARS) AT THE STRUCTURALENGINEERS DISCRETION. REFER TOENGINEERS PLANS

• REFER TO ENGINEERS DETAILS FORSTRUCTURAL COLUMN PLACEMENT

• REFER TO ENGINEER'S FOR TIE DOWNDETAILS

Z

MH

500

2,53

025

51,

340

3,82

01,

810

win

dow

1,54

01,

810

1,35

0

11,761 overall

1,200 1,810 1,531 970 700 970 1,530 1,810 1,240

500

2,53

02,

340

1,57

03,

585

1,81

01,

159

1,46

1

11,670

1,220 4,000 1,220445

3,000445

1,340

8,980

2,720

1,50

0

1,582

11,67090

4,01090

1,620 ens90

1,520 bath90

4,07090

905,020

902,220 passage

90970

902,850

250

905,020

90 590 905,540

250

14,9

55

14,9

55

13,4

941,

461

909,

265

903,

970

906,

385

901,

350

901,

350

901,

000

90

904,

880

2,20

090

4,30

8

3,28

51,

340

10,3

30

6,440 3,890 1,340

906,260

90

9011,330 lounge / dining

250

905,020

90 590 905,540

250

905,

980

901,

000

90

1,895

Bed 1cl @ 2525 afl

boundary line

Bed 2cl @ 2525 aflBath

Ens

Kitchencl @ 2525 afl

Loungecl @ 2525 afl

Diningcl @ 2525 afl

b'work below top @ 2900

cl @ 2525 afl

boun

dary

line

setback

setb

ack

setback

overall

note! stud frame wallto line up with b'work to

ground floor (w/- drywall)

1050h selected balustrade

overall

window

bed 1 bed 2

stairs / voidbed 2bed 1

kitchen linen landing stairs / void

windowwindow window

window

obscure obscure

over

all

win

dow

win

dow

over

all

Line

n

win

dow

win

dow

raking balustrade2100H 1240W opening

l'sto

ne w

all

top

@ 2

900

colorbond roof @ 12° pitch below

window

Note! No columnor mullion here

6m cone of vision

Pant

ry

win

dow

colo

rbon

d ro

of @

app

rox.

16°

pitc

h be

low

dini

ngst

airs

/ voi

d

dini

ngpa

ssag

e

lounge

kitchen pty dining

loun

ge /

kitc

hen

bed

1

pass

pass

pant

rylo

unge

/ ki

tche

n

'vision control film'

'vis

ion

cont

rol f

ilm'

6m cone of vision

Landing

Z


GROUND FLOOR

LOCATION

HOUSE


AREA

147.92147.92 m2

74.8965.2249.62

189.73 m2

337.65 m2

PERIMETER

51.1051.10 m

43.5132.5628.34

104.41 m155.51 m




REV VO #DRN DATE CHK


MM 18.08.16 MMB REDESIGN MM 05.10.16 MMC PLANNING MM 03.12.2020 MMD PLANNING MM 26.12.2020 MM

PLANNING DRAWINGSTHIS IS ONE OF THE DRAWINGS

REFERRED TO IN THE CONTRACT.

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

BUILDER

OWNER

OWNER

WITNESS

WITNESS

WITNESS

CLIENT:

ADDRESS:

SMART

LOT 2 #96BOCEAN DRIVEQUINNS ROCKSCITY OF WANNEROO

© COPYRIGHTMODEL N°

2 STOREY

90001

JOB N°

REVISION DATE

SHEET N°

014OF 7

+ 0 ANC

014

26.12.2020D

STD

Dra

wn

By: M

M 1

8.08

.16

51 Glomach Circuit Kinross WA 6028Mobile: 0466 672 189

Email: [email protected]/Premieresidential

ABN: 44 281 730 821

3

ELEVATION 21:100

2400

2900

5159

5743

3257

0

5159

5743

4203

57435913 5913

3,25

731

22,

525

1,65

0

1,65

0 'vision control film'

NEW RET. WALLTOP @ 15.40

colorbond roof @ 18° 47' pitch

stru

ctur

alco

lum

n

stru

ctur

al c

olum

n

garage built onexisting l'stonebacking stonesrefer eng's det.

hardieflex claddingw/- painted finish

l'stone blocks

1c face brick

stru

ctur

alco

lum

n

flashing as required

stru

ctur

alco

lum

n 1800hgate

colorbond roof @ approx. 16° pitch

NGL on boundary

FFL14.716

3257

3,50

0 ap

prox

.

1,80

0

EXISTING RETAINING TOP @ 14.03

EXISTING RETAINING TOP @ 14.60

b'paved @ -1cRL 14.63

ELEVATION 11:100

2400

0

59135913

3257

5743

4203

5743

4203

2900

3,25

731

22,

525'vision control film'

colorbond roof @ 18° 47' pitch

new l'stone ret. wall top @ 14.600

b'pavedsteps

stru

ctur

al c

olum

n

existing l'stoneret. wall top@ 14.030

l'stone blocks


1c face brick

stru

ctur

al c

olum

n

colorbond roof @ 12° pitch

flashing as required

FFL14.716RL 14.030









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

BUILDER

OWNER

OWNER

WITNESS

WITNESS

WITNESS

CLIENT:

ADDRESS:

SMART

LOT 2 #96BOCEAN DRIVEQUINNS ROCKSCITY OF WANNEROO

© COPYRIGHTMODEL N°

2 STOREY

90001

JOB N°

REVISION DATE

SHEET N°

014OF 7

+ 0 ANC

014

26.12.2020D

STD

Dra

wn

By: M

M 1

8.08

.16

51 Glomach Circuit Kinross WA 6028Mobile: 0466 672 189

Email: [email protected]/Premieresidential

ABN: 44 281 730 821

4

ELEVATION 41:100

2900

857

2400

3257

2814

5159

5743

4713

5743

3257

59135913

1814

3257

35604203

5743

3,25

731

22,

425

1,65

0

3,50

0

2,50

0

colorbond roof @ 18° 47 pitch

grano @ -8c RL 14.030

remote controlsectional door

b'paved@ -1c

RL 14.630

stru

ctur

alco

lum

n

b'pavedsteps RL 14.600

slope

NGL on boundary


1c face brick

l'sto

ne b

lock

s

remote controlsectional door

grano @ -8c RL 14.030

structural column

1800hgate

barge & capping

wall vent @ 35c

obscureglazing

stru

ctur

alco

lum

n

FFL14.716

top of footings @ -9ctop offtgs @ -2c

new l'stone ret. wall top @ 14.60

3257

2400

857

2900

5743

5159

5743

5159

5743

5159

5743

5159

5913 5913

1810

3257

680

1,65

0

1,65

0

stru

ctur

al c

olum

n

colorbond roof @ 18° 47 pitch

b'paved @ -1cRL 14.63

existingl'stone ret.

wall top@ 14.600

new l'stoneret. wall top@ 15.400

new l'stoneret. wall top@ 14.500

NGL on boundary

obscure obscure


1c face brickl'stone blocks

barge & capping

external plumbingduct w/- 2x openings

instanthwu

wall vent @ 35c

FFL14.716

ELEVATION 31:100

3,25

731

22,

525




REV

VO #

DR

ND

ATEC

HK


MM

18.08.16M

MB

RED

ESIGN

MM

05.10.16M

MC

PLANN

ING

MM

03.12.2020M

MD

PLANN

ING

MM

26.12.2020M

M

PLANN

ING

DR

AWIN

GS

THIS IS O

NE O

F THE D

RAW

ING

SR

EFERR

ED TO

IN TH

E CO

NTR

ACT.

DATED

:......./......./.......

BUILD

ER

OW

NER

OW

NER

WITN

ESS

WITN

ESS

WITN

ESS

CLIEN

T:

ADD

RESS:

SMAR

T

LOT 2 #96B

OC

EAN D

RIVE

QU

INN

S RO

CKS

CITY O

F WAN

NER

OO

© C

OPYR

IGH

TM

OD

EL N°

2 STOR

EY90001

JOB N

°

REVISIO

ND

ATE

SHEET N

°014 OF 7+ 0 AN

C

014

26.12.2020D


51 Glom


A 6028

Mobile: 0466 672 189

Email: prem

ieresidential@gm

ail.comw

ww

.facebook.com/Prem

ieresidential

ABN

: 44 281 730 821

5

REVERSING PLAN1:200

4,00

0

3,000

5003,000

500

8,480500

Unit 2FFL 14.716APPROX

Garage/Store

Alfresco Verandah

2,83

545

02,

835




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

BUILDER

OWNER

OWNER

WITNESS

WITNESS

WITNESS




AREA : 857m² & 898m²LOT No: 140 & SL 1 & 2

YES (SEE THIS PLAN FOR DEPTHS TO JUNCTIONS)

20151050

SIGNEDCLIENT / S

WITNESS

SIGNEDBUILDER

WITNESS

DATE00026

(BUILDER)

CLIENT / S :

SHEET No :

JOB No:

CHK.VARIATIONS[all sheets]

Local Authority :

----------------------------------- 5 of 5

DAVID SMART

96 & 98 OCEAN DRIVE,QUINNS ROCKS.

DWN. DATE

SITE PLAN 1:200 at A2LICENSED LAND & ENGINEERING SURVEYORSR. G. LESTER & ASSOCIATES

SHOP 7, NORTH BEACH PLAZA1 NORTH BEACH ROADNORTH BEACH, WA 6020

[email protected]: 9448 5009 - FX: 9203 6722

7318(2)140 & SL 1 & 2TITLE DETAILS

LOT NOs:

FOL:

C/T VOL:

All sewer details plotted from information suppliedby Water Corporation Spatial Information Management.Refer to the disclaimer note on Water Corp E PLAN.

IMPORTANT NOTE:LOCATION OF BOUNDARY PEGS & IMPROVEMENTS NOT GUARANTEEDUNLESS BOUNDARIES ARE REPEGGED AT TIME OF SURVEY.CHECK TITLE FOR EASEMENTS, CAVEATS & COVENANTSPLUMBING CONTRACTORS TO CONFIRM SEWER DEPTHS BEFORE PIPE LAYING.REF NO: 61776 FILE NO: 3395 DATE: 2.9.13 DRAWN: SCB

WATER:

SURVEYOR SITE INSPECTION REPORTELECTRICITY:

PHONE:

SEWERAGE:

ROAD:

VEGETATION:

SOIL:

VIEWS:

REPEG:

GAS:

KERB:

UNDERGROUND

YES

BITUMEN

MEDIUM GRASS & WEEDS

SAND & POSSIBLE LIMESTONE AT DEPTH

REQUIRED

MOUNTABLE

YES

NOT SIGHTED

FOOTPATH: CONCRETE (good condition)

REPEG TYPE : OLD SURVEY AREA

OCEAN

HSV

W

SEWERAGEMANHOLE

TREE STUMP

SIDE ENTRYPIT

CommunicationPit

FENCE END

TREE

POWER POLESEWERAGEMANHOLE

T.B.M.

GRATEDDRAIN

POWERDOME

PHONE

STOP VALVE

HYDRANT

DRAINAGEMANHOLE

STREET LAMP

WATER METER

LEGEND

PILLAR PRE-LAIDWATER PIPE

pipe

WATER TAP

Block located about 300m from the ocean.

trw - DENOTES TOP OF RETAINING WALLPOSITION OF FENCES & WALLS IN RELATIONTO BOUNDARIES NOT GUARANTEED UNLESSREPEG CARRIED OUT AT TIME OF SURVEY.

Plan:

AUSTRALIAN HEIGHT DATUM (AHD)DERIVED FROM SEWER MANHOLELID LEVELS.

58371Strata Plan:

OCEAN DRIVE

LOCATIONREF.(MSD)158 - E - 10

W

T

W

PP

T

12.79

12.92

13.30 13

.29 13.30

13.21

13.27 13

.21

14.79

12.94

13.03

12.91

10.0210

.0510.20

10.80

11.0511

.0011.1911

.16

10.17

10.15

10.06

10.57

10.72

10.23

11.00

11.62

11.80

11.83

11.76

11.87

11.90

12.91

12.90 trw

12.92 trw

12.82

13.24

12.93

11.92

12.28

12.96

14.25

13.36

15.55

14.99

13.70

14.22 trw14.32 trw

14.31 trw

15.0315

.53

13.33

13.45

13.31

13.27

13.09

12.35

11.92

12.09

11.72

11.13

10.71

11.13

10.95

11.48

12.30

12.90

13.42

13.68

13.53

13.24

12.88

12.32

11.95

11.71

12.70

13.04

13.39

12.96

13.37

13.46

13.16

13.70

13.85

14.19

14.34

14.34

14.5814

.5514.59

14.88

15.28

14.42

15.05

14.59

14.68

14.04

13.97

13.54

13.03

13.59 trw

13.47 trw

13.49 trw

13.42trw

12.2812

.27

12.83

13.16

12.91

13.41

13.3413.04

13.5813

.39

13.03

13.0413

.41

13.54

13.69

13.49 trw

12.95

14.44

14.33

14.22

13.70

13.5512

.24

12.79

11.87

12.78

12.77

13.04

13.14

12.16 trw

12.81 trw

12.84 trw

12.84 trw

12.82 trw

12.86

12.93 trw

13.42 trw

14.32 trw

P

NO

RTH

STREET ADDRESS:

W

C

T

POSITION OF FEATURES IN RESPECTTO BOUNDARIES NOT GUARANTEED.PEGS MISSING AT TIME OF SURVEY.

ONLY OBVIOUS VISIBLE SERVICES HAVE BEEN LOCATED.PRIOR TO ANY EXCAVATION, CONSTRUCTION OR DEMOLITIONTHE RELEVANT SERVICE AUTHORITIES MUST BE CONTACTEDTO CONFIRM THE LOCATION OF ALL UNDERGROUND SERVICES.

PEG

BUSH

VERANDAH

concrete footpath (good condition)

ENCLOSED PATIO

EXISTING CONCRETESLAB RET. WALL

no b

ound

ary

fenc

e

EXISTING LIMESTONERETAINING WALL

PEG GONE

EXISTING CONCRETEPANEL RETAINING WALL

exis

ting

low

fibr

o fe

nce

TWO STOREYBRICK & METAL HOUSE

CONCRETEDRIVEWAY

HOUSE WELL CLEAR

existing fibro fence (poor cond)

SMH9.77

CITY OF WANNEROO

16.09

14.18 4.02

18.2

530

.35

28.2

3

30.3

5

3.006.1212.02

4.0014.1418.10

46.8

7

(48.

60)

84°55

'55"

90°90

°90°

90°

135°13

5°

90°90°

173°8'30"

90°

83°8'30"

101°55'35"

96°51'30"

141

138

142

WEATHERBOARD &METAL ROOF HOUSE

TBM 9.94 AHD

shed

bottom of bank

top of bank

top of bank

bottom of bank

top

of

ban

k

botto

m

of

bank

EXISTING CONCRETE SLABRETAINING WALL

BUSH

CONCRETEDRIVEWAY


15 15

14.51413.5

13

12.5

12

11.5

11

10.510.5

11

11.5

12

13

13.5

14

1414.5

140

SL 1426m²

546


(under construction)

exis

ting

fibro

fenc

e (p

oor c

ond)

no b

ound

ary

fenc

e

PEG GONE

PEG GONE

PEG GONE

PEG GONE PEGGONE

HOUSE WELL CLEAR

Aviary

EXISTING ROCKRETAINING WALL


PEG GONEPEG GONE

PEG GONE

PEG GONE

SEWER JUNCTION (M)IN 7.7 UP 3.4RL 10.78 (TOP OF RISER)INVERT LEVEL 7.38ABOUT 0.2m DEEP (riser)


approximate position of sewer main & junctions

19.9

5

NOTE:• STORMWATER DISPOSAL TO SHIRE

REQUIREMENTS

SITE PLAN1:200

FUSE BOX

FW

DP

DP

DP

DP

DP

5003,000

500

1,50

0

3,250500

8,480500

3,750

25

1,5642,720

UNIT 1FFL 11.500APPROX

GARAGEFFL 11.414

RL 14.030

RL 1

1.41

4

RL 11.414

existing l'stone ret. walltop of wall @ 14.030

brick pavedcrossover

trafficablelid to sewer

junction

existing water meter &power dome location's

RL 13.800

existing water meter &power dome location'sbrick paved

crossover tocouncil req's

RL 13.400

RL 13.000

RL 12.000

RL 11.000

gas/electric meterbox on pole

RL 14.030





slop

e do

wn


UNIT 2FFL 14.716APPROX

GARAGE/ STOREFFL 14.030

RL 14.100

RL 14.350

RL 14.600

RL14.600

RL 13.900

note! previousRL 14.000 to be

loweredRL

14.

00

new l'stone ret. walltop of wall @ 15.400

ALFRESCOFFL 14.630

b'paved @-1c

new l'stoneret. wall

top @ 14.60

RL 14.600

1200ø 1500d s'well

existing 900ø900d soakwell's

1200ø1200ds'well

instanthwu

Note! refer to sheet 1"ground floor plan" for

stepped footings


VerandahFFL 14.630

b'paved

grano @ -8c

remote gate & intercom

approximate extent ofovershadowing 98m²

Overshadowing Calculations

Lot 2 (#94A) Area = 350m²Common property share = 48.5m²

Total Area = 398.5m²

Area of shadow caston June 21st @ 12pm = 98m²

24.6% of the adjoining site area (25% allowed)

existing 1500ø 1500d soakwell w/-trafficable lid & drainage grate

existing 1500ø 1500d soakwell w/-trafficable lid & drainage grate

CP 3124m²

SL 2350m²

DP

DPDP


GROUND FLOOR

LOCATION

HOUSE


AREA

147.92147.92 m2

74.8965.2249.62

189.73 m2

337.65 m2

PERIMETER

51.1051.10 m

43.5132.5628.34

104.41 m155.51 m

SHEET 5 of 6


APPLY. REFER TO ENG'S

NOTES & DETAILS

NOTE!A2 PLAN




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

BUILDER

OWNER

OWNER

WITNESS

WITNESS

WITNESS




BUILDING POSITION NOT GUARANTEED DUETO BOUNDARY PEGS MISSING. REPEGRECOMMENDED BEFORE CONSTRUCTION. IFHOUSE IS REMAINING, REPEG RECOMMENDEDBEFORE DESIGN.

SL 1426m²

SL 2350m²

AREA : 857m² & 898m²LOT No: 140 & SL 1 & 2

YES (SEE THIS PLAN FOR DEPTHS TO JUNCTIONS)

20151050

SIGNEDCLIENT / S

WITNESS

SIGNEDBUILDER

WITNESS

DATE00026

(BUILDER)

CLIENT / S :

SHEET No :

JOB No:

CHK.VARIATIONS[all sheets]

Local Authority :

----------------------------------- 5 of 5

DAVID SMART

96 & 98 OCEAN DRIVE,QUINNS ROCKS.

DWN. DATE

SITE PLAN 1:200 at A2LICENSED LAND & ENGINEERING SURVEYORSR. G. LESTER & ASSOCIATES

SHOP 7, NORTH BEACH PLAZA1 NORTH BEACH ROADNORTH BEACH, WA 6020

[email protected]: 9448 5009 - FX: 9203 6722

7318(2)140 & SL 1 & 2TITLE DETAILS

LOT NOs:

FOL:

C/T VOL:

All sewer details plotted from information suppliedby Water Corporation Spatial Information Management.Refer to the disclaimer note on Water Corp E PLAN.

IMPORTANT NOTE:LOCATION OF BOUNDARY PEGS & IMPROVEMENTS NOT GUARANTEEDUNLESS BOUNDARIES ARE REPEGGED AT TIME OF SURVEY.CHECK TITLE FOR EASEMENTS, CAVEATS & COVENANTSPLUMBING CONTRACTORS TO CONFIRM SEWER DEPTHS BEFORE PIPE LAYING.REF NO: 61776 FILE NO: 3395 DATE: 2.9.13 DRAWN: SCB

WATER:

SURVEYOR SITE INSPECTION REPORTELECTRICITY:

PHONE:

SEWERAGE:

ROAD:

VEGETATION:

SOIL:

VIEWS:

REPEG:

GAS:

KERB:

UNDERGROUND

YES

BITUMEN

MEDIUM GRASS & WEEDS

SAND & POSSIBLE LIMESTONE AT DEPTH

REQUIRED

MOUNTABLE

YES

NOT SIGHTED

FOOTPATH: CONCRETE (good condition)

REPEG TYPE : OLD SURVEY AREA

OCEAN

HSV

W

SEWERAGEMANHOLE

TREE STUMP

SIDE ENTRYPIT

CommunicationPit

FENCE END

TREE

POWER POLESEWERAGEMANHOLE

T.B.M.

GRATEDDRAIN

POWERDOME

PHONE

STOP VALVE

HYDRANT

DRAINAGEMANHOLE

STREET LAMP

WATER METER

LEGEND

PILLAR PRE-LAIDWATER PIPE

pipe

WATER TAP

Block located about 300m from the ocean.

trw - DENOTES TOP OF RETAINING WALLPOSITION OF FENCES & WALLS IN RELATIONTO BOUNDARIES NOT GUARANTEED UNLESSREPEG CARRIED OUT AT TIME OF SURVEY.

Plan:

AUSTRALIAN HEIGHT DATUM (AHD)DERIVED FROM SEWER MANHOLELID LEVELS.

58371Strata Plan:

OCEAN DRIVE

LOCATIONREF.(MSD)158 - E - 10

W

T

W

PP

T

12.79

12.92

13.30 13

.29 13.30

13.21

13.27 13

.21

14.79

12.94

13.03

12.91

10.0210

.0510.20

10.80

11.0511

.0011.1911

.16

10.17

10.15

10.06

10.57

10.72

10.23

11.00

11.62

11.80

11.83

11.76

11.87

11.90

12.91

12.90 trw

12.92 trw

12.82

13.24

12.93

11.92

12.28

12.96

14.25

13.36

15.55

14.99

13.70

14.22 trw14.32 trw

14.31 trw

15.0315

.53

13.33

13.45

13.31

13.27

13.09

12.35

11.92

12.09

11.72

11.13

10.71

11.13

10.95

11.48

12.30

12.90

13.42

13.68

13.53

13.24

12.88

12.32

11.95

11.71

12.70

13.04

13.39

12.96

13.37

13.46

13.16

13.70

13.85

14.19

14.34

14.34

14.5814

.5514.59

14.88

15.28

14.42

15.05

14.59

14.68

14.04

13.97

13.54

13.03

13.59 trw

13.47 trw

13.49 trw

13.42trw

12.2812

.27

12.83

13.16

12.91

13.41

13.3413.04

13.5813

.39

13.03

13.0413

.41

13.54

13.69

13.49 trw

12.95

14.44

14.33

14.22

13.70

13.5512

.24

12.79

11.87

12.78

12.77

13.04

13.14

12.16 trw

12.81 trw

12.84 trw

12.84 trw

12.82 trw

12.86

12.93 trw

13.42 trw

14.32 trw

P

NO

RTH

STREET ADDRESS:

W

C

T

POSITION OF FEATURES IN RESPECTTO BOUNDARIES NOT GUARANTEED.PEGS MISSING AT TIME OF SURVEY.

ONLY OBVIOUS VISIBLE SERVICES HAVE BEEN LOCATED.PRIOR TO ANY EXCAVATION, CONSTRUCTION OR DEMOLITIONTHE RELEVANT SERVICE AUTHORITIES MUST BE CONTACTEDTO CONFIRM THE LOCATION OF ALL UNDERGROUND SERVICES.

PEG

BUSH

VERANDAH

concrete footpath (good condition)

ENCLOSED PATIO

EXISTING CONCRETESLAB RET. WALL

no b

ound

ary

fenc

e


PEG GONE


exis

ting

low

fibr

o fe

nce

TWO STOREYBRICK & METAL HOUSE

CONCRETEDRIVEWAY

HOUSE WELL CLEAR

existing fibro fence (poor cond)

SMH9.77

CITY OF WANNEROO

16.09

14.18 4.02

18.2

530

.35

28.2

3

30.3

5

3.006.1212.02

4.0014.1418.10

46.8

7

(48.

60)

84°55

'55"

90°90

°90°

90°

135°13

5°

90°90°

173°8'30"

90°

83°8'30"

101°55'35"

96°51'30"

141

138

142

WEATHERBOARD &METAL ROOF HOUSE

TBM 9.94 AHD

shed

bottom of bank

top of bank

top of bank

bottom of bank

top

of

ban

k

botto

m

of

bank

EXISTING CONCRETE SLABRETAINING WALL

BUSH

CONCRETEDRIVEWAY


15 15

14.51413.5

13

12.5

12

11.5

11

10.510.5

11

11.5

12

13

13.5

14

1414.5

140

546



exis

ting

fibro

fenc

e (p

oor c

ond)

no b

ound

ary

fenc

e

PEG GONE

PEG GONE

PEG GONE

PEG GONE PEGGONE

HOUSE WELL CLEAR

Aviary

EXISTING ROCKRETAINING WALL


PEG GONEPEG GONE

PEG GONE

PEG GONE



approximate position of sewer main & junctions

19.9

5

SITE SURVEY1:200

CP 3124m²

SHEET 6 of 6


APPLY. REFER TO ENG'S

NOTES & DETAILS

NOTE!A2 PLAN

gspublisherengine 0.0.100

Documents