avon valley northam - wacountrybuilders.com.au · a.c.d.f lot 500 springfield road, northam. '...

36 Hasler Road, Osborne Park, W.A. 6017.Telephone: (08) 6241 7000.Facsimile: (08) 6241 7001.

AVON VALLEYNORTHAM

PTY LTD

Reg. Builder Nº: 11421. A.B.N. 61 105 364 823. A Division of JWH GROUP Pty Ltd

REV VO #DRN DATE CHK

Sub-contractors to verify all dimensions on site.

11 VO #1 DA 05/03/15 DA12 VO #2/3 DA 31/03/15 DA13 AREAS DA 07/04/15 DA14 LANDSCAPE DA 19/04/15 DHJ15 VO #4 DA 27/05/15 DA16 LANDSCAPE DA 04/06/15 DA17 VO #5 DA 27/07/15 DA18 LANDSCAPE DA 21/08/15 DA19 VO #8 DA 15/12/15 DA

DA 31.10.14 DB1 SETOUT TP 04/12/14 DJB2 ENGINEERS TP 06/01/15 TP3 STORMWATER TP 08/01/15 TP4 PILING DA 15/01/15 DA5 FRL AMEND. DA 23/01/15 DA6 CIVIL AMEND. DA 02/04/15 DA7 SW SETOUT TP 03/02/15 TP8 BOL. SETOUT DA 04/02/15 DA9 PITS SETOUT DA 16/02/15 DA10 WM SETOUT DA 17/02/15 DA

THIS IS ONE OF THE DRAWINGSREFERRED TO IN THE CONTRACT.

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

BUILDER

OWNER

OWNER

WITNESS

WITNESS

WITNESS

CLIENT:

ADDRESS:

A.C.D.F

LOT 500SPRINGFIELD ROAD,NORTHAM.

© COPYRIGHTMODEL N°

Site & Anc.

Special

90001

JOB N°

REVISION DATE

SHEET N°

29224AVO

OF 3+ 3 ANC

29224AVO

15/12/1519

EXISTING SITE PLAN1:200

NOTE:• RE-PEG BY BUILDER IF REQUIRED.

• STORMWATER DISPOSAL BY BUILDER TO SHIRE &ENGINEER'S REQUIREMENTS.

• EARTHWORKS BY BUILDER.

ENGINEERS NOTES:• ALL DRAWINGS TO BE READ IN CONJUNCTION

WITH ENGINEERS.

• LIMESTONE RETAINING WALLS TO ENGINEERSDETAILS.

• CIVIL DRAWINGS - REFER TO DRAWINGS 1.14.37488C 0100, 0500 & 0700.

• ELECTRICAL DRAWINGS - REFER TO DRAWINGS1.14.37488 E 001, 002 & 003.

• HYDRAULIC DRAWINGS - REFER TO DRAWINGS1.14.37488 H 001 (B) & 002 (B).

90°90°1

150.

48

150.

68

150.

92

151.

17

151.

32

151.

41

150.

26

150.

08

150.

14

149.

80

149.

6415

0.05

150.

25

150.

17149.

85

149.

32

149.

16

149.

23

149.

22

149.

16

149.

15

149.

84

149.

16

149.

11

149.

35

149.

27

149.

72

149.

77149.

89

150.

05

149.

22

149.

21

150.

22

149.

27149.

53

149.

79

149.

75

150.

1014

9.96

150.

5115

0.34

149.

88

149.

41

149.

44

149.

42

150.

67

150.

77

150.

74

149.

60 149.

59

149.

95

150.

80

150.

12

149.

59

149.

71

150.

03

150.

55

150.

45

150.

94

151.

17

151.

15 151.

10

151.

02

150.

86

150.

80

150.

69

150.

78

149.

57

149.

52

149.

85149.

58

149.

59

149.

59149.

88

149.

95

149.

79

149.

74

149.

64

149.

6814

9.05

148.

87

148.

89

148.

94

148.

88

148.

68

148.

65

148.

53

148.

76148.

73148.

68

148.

72

148.

82

148.

98

149.

05

148.

8114

8.75

148.

6814

8.69

148.

68

148.

76

148.

83

148.

85

148.

83

149.

12

149.

29

149.

27

149.

10 148.

89 148.

89 148.

82 148.

83

148.

88

148.

88

148.

89

148.

92

149.

07

148.

73

148.

89

148.

97

149.

06

149.

24

149.

43

149.

3414

9.19 14

9.11

149.

05

149.

10

149.

04

149.

36

149.

45

90°7'43" 89°5

0'55"

64°2

6'5"

115°35'18"

119.

84

50.28

95.9

2

55.69

149.00

149.

00

149.00

149.00

149.00

149.

00

149.0

0

149.

00

149.

00

149.50

149.

50

149.50

149.50

14

9.50

149

.50

149.50

149

.50

149

.50

149

.50

149.

5014

9.5

014

9.5

014

9.5

014

9.5

0

150.00

150.00

150.

00

150.00

150.00

150.00

150.00

150

.00

150.50

150.50150.50

150

.50

150

.50

151.00

151.00

151.

00

PFPF

PF

S P R I N G F I E

L D R O A D

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I, BEN CAMERON MILLAR, Licensed Surveyor certifythat the boundaries indicated on this plan and the surveywere performed in accordance with the provisions of theLICENSED SURVEYORS REGULATIONS 1961.

89

GROUND COVERSANDY / GRASS / WEED

RUBBISH / BUILDING MATERIALS

1012m²

147.400.001.7

SEWER CONNECTION POSITION 'A'APPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION

GASGAS MARKER

GAS VALVE

GAS METER

GV

GM

G

SWAS. WIRE ANCHOR

POWER

PP

CP

LP

SP

LIGHT POLE

STAY POLE

CONSUMER POLE

POWER POLE

U/G CABLE BOX

SERVICE LEGEND

CABLE DOME

CABLE M/H

TELSTRA M/H

TELSTRA PIT

TELSTRA MARKER

TELSTRAT

TEL

SIDE ENTRY PIT

DRAINAGESW MANHOLE

GRATE

IS

IO

INSPECT. SHAFT

SEWER MANHOLE

INSPECT. OPENING

SEWERAGE

HOUSE CONNECTIONHC

WATER METER

WATER MARKER W

M

STOP VALVE

FLUSH POINT

WATER TAP

HYDRANT

WATER

TP

HY

FP

SV

PF

PD

PG

PEG FOUND

SURVEY

PEG DISTURBED

PEG GONE

DATUM

CONTROL POINT

AHD: BM A500SERVICES MARKED CONFIRM REQUIREBUILDER / CLIENT TO CONFIRMPOSITION & / OR AVAILABILITY ON SITE.AHD CONNECTION OBSERVED FROMLANDGATE'S GEODETIC RECORDS.

DMH

LOT

DRAINAGE

>1Km

CO

NF

IRM

NO

SE

RV

ICE

AV

AIL

AB

LE

LO

CA

TE

D

WATER

O/H

U/G

GAS

POWER

TELSTRA

SEWERAGE

LOT RECORDS

SERVICE

STATUS

DISTANCECOASTAL

5005423m²

ESTAB. 09/2014

AREA:LOT:

AREA:

DATUM NAIL 151.27AHD LEVEL


BLOCK KERB

(POOR CONDITION)

LIMESTONE RET. WALL(GOOD CONDITION)

EDGE OF BITUMEN

LIMESTONE RET. WALL(GOOD CONDITION)

TOP 150.34

TOP 151.08

TOP 151.07

TOP 151.10

TOP 150.59TOP 150.58

TOP 150.59

EDGE OF GRAVEL

METALSHED

METALSHED

METALSHED

METALSHED

METALSHED

CO

NC

RE

TE

EN

CA

SE

ME

NT

CO

NC

RE

TE

EN

CA

SE

ME

NT

TOP 150.84

TOP 150.48

TOP 150.47

1.8

m M

ET

AL

FE

NC

E A

TO

PL

IME

ST

ON

E R

ET

. W

ALL

(GO

OD

CO

ND

ITIO

N)

150.

38

150.

85

151.

01

149.

93

149.

75

148.

87

148.

91

148.

8814

8.69

PG

BRICK AND METALRESIDENCEWELL CLEAR

88

1012m²


87

1012m²


86

1012m²


85

1012m²


84

1012m²


81

1158m²


201

1162m²


200

1162m²


123

2719m²VACANT / SANDY

PILES OF SAND

PILES OF SAND

PILES OF SAND

BITUMEN

UNSEALED ROAD

1.8

m M

ET

AL

FE

NC

E (

GO

OD

CO

ND

ITIO

N)

1.8

m M

ET

AL

FE

NC

E (

GO

OD

CO

ND

ITIO

N)

1.8m METAL FENCE (GOOD CONDITION)

33b

SUBURB

MAP REF

SURVEYED

This PLAN is current at the Date of Survey, NOT FOR CONSTRUCTION purposes without site corroboration. The cadastral boundary POSITION isAPPROXIMATE & requires survey confirmation - Check Landgate Plan & Certificate of Title for Encumbrances including Easements, Caveats, Covenants etc.All SERVICES require verification from the relevant AUTHORITY - suggest contacting "Dial Before You Dig" for underground services & a site inspection.

TITLE : LOT :

BUILDER REF No DWG No REV

:CLIENT

NOTE

BUILDER AUTHORITY C/T :

:

:

SHEET

1 of 1

:

:

:

SCALE @ A1

www.linkssurveying.com.auW:[email protected]

(08) 9354 8511P:

E:

1: 200

DP : 402837

SHIRE OF NORTHAM

A

500 SPRINGFIELD ROAD

27429001

NORTHAM21/01/15COUNTRY

5 0 2.5 5 10 15N

HC 'A'

147.270.002.2

SEWER CONNECTION POSITION 'B'APPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION

HC 'B'

147.200.002.4

SEWER CONNECTION POSITION 'C'APPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION

HC 'C'

147.090.002.55

SEWER CONNECTION POSITION 'D'APPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION

HC 'D'

146.980.001.91

SEWER CONNECTION POSITION 'E'APPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION

HC 'E'

FEATURE SURVEY & BOUNDARY IDENTIFICATIONRURAL BUILDING CORURAL BUILDING CO

BA

NK

BO

TT

OM

BA

NK

BO

TT

OM

BA

NK

TO

P

BANK TOP

150

.50

33b SEWER EASEMENTREFER TO DP 402837

1


AVON VALLEYNORTHAM

PTY LTD







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

BUILDER

OWNER

OWNER

WITNESS

WITNESS

WITNESS

CLIENT:

ADDRESS:

A.C.D.F



Site & Anc.

Special

90001

JOB N°

REVISION DATE

SHEET N°

29224AVO

OF 3+ 3 ANC

29224AVO

15/12/1519

NOTE:• RE-PEG BY BUILDER IF REQUIRED.

• STORMWATER DISPOSAL BY BUILDER TO SHIRE &ENGINEER'S REQUIREMENTS.

• EARTHWORKS BY BUILDER.

• BUILDER TO PROVIDE COLORBOND FENCING &GATES (1800h TYPICAL) AS INDICATED.

• BUILDER TO PROVIDE INDIVIDUAL LETTER BOXESTO UNITS 1-4 AND A BANK OF LETTER BOXES FORTHE REMAINING UNITS WHERE INDICATED.

• PROVIDE BOLLARD LIGHTING AS INDICATED BY

• WATER METER AS MARKED ON PLANS.

ENGINEERS NOTES:• ALL DRAWINGS TO BE READ IN CONJUNCTION

WITH ENGINEERS.

• LIMESTONE RETAINING WALLS TO ENGINEERSDETAILS.

• CIVIL DRAWINGS - REFER TO DRAWINGS 1.14.37488C 0100, 0500 & 0700.

• ELECTRICAL DRAWINGS - REFER TO DRAWINGS1.14.37488 E 001, 002 & 003.

• HYDRAULIC DRAWINGS - REFER TO DRAWINGS1.14.37488 H 001 (B) & 002 (B).

SITE PLAN1:200

FW

FW

FW

DP

DP

DP

DP

DP

DP

DP

DP

DP

FW

FW

FW

DP

DP

DP

DPDP

DP

DP

DP

FW

FW

FW

DPDP

DP

DP

DP

DP

DP

DP

FW

FW

FW

DPDP

DP

DP

DP

DP

DP

DP

FW

FW

FW

DP

DP

DP

DP DP

DPDPDP

FW FW F

WDP

DP

DP

DP

DP DP

DP

DP

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FW

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DP

DP

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DP DP

DP

DP

DP

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DP

DP

DP

FW

DP

DP

DP

DP

DP FW

FW

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DP

DP

DP

DPDP

DP

DP

FWFWF

W

DP

DP

DP

DP

DPDP

DP

DP

DP

DP

DP

DP

DP

FW

DP

DP

DP

DP

DP FW

FW FW F

W

DP

DP

DP

DP DP

DPDPDP

FWFWF

W

DP

DP

DP

DP

DPDP

DP

DP

2,48

6

1,53

02,

422

936

1,55

2

2,41

61,

531

2,00

0

5,87

53,

815

2,00

0

400

1,00

02,

000

5,20

2

10,1

195,

065

1,003

1,504

6,844

2,500

4,208

6,5001,174

2,500

2,783

5,50

0

300

8,00

030

070

0

4,750

6,844

1,00

02,

000

2,17

0

1,000 1,000

2,00

01,

000

2,17

0

5,97

0

8,79

3

6,1851,000

1,000 1,910 2,054 1,0001,200 1,980

1,000 900

2,49

0

1,49

01,

000

8251,

000

2,00

0

1,500

1,000

2,400 4,756

6,7881,200 1,153 1,000 900

5,580

6,935

5,358

1,000 1,000

1,000

1,200 905

1,000

1,0003,768

1,000

1,2002,171

1,000 9005,768

1,00

0

1,000 910 1,0001,858 1,000

1,00

0

1,2002,170

1,000 900

6,376

5,768

6,375 1,000

1,83

162

04,

750

2,16

8

5,665

4,759

1,0004,500 2,530

9001,0003,265

1,60

61,

570

1,09

51,

631

1,000

150

1,001 1,750 1,000

1,000

3,751

1,00

0

1,56

51,530 1,000

1,00

0

3,750

1,00

0

1,000 6,935

1,000

1,000 1,7391,910

1,0005,648

1,00

01,

000

1,000 1,7391,910

1,000

1,000

1,000

4,753 825

5,770

1,00

0

1,000 1,867 1,0003,867

1,0004,500

1,000 4,500

3,60

055

2

1,000 1,865 1,000

3,865

3,620 5,7801,000

500

1,20

0

1,00

0

5,0805,963

1,000

5,165

6,270

1,0004,500

5,269

5,2715,830

900 1,0003,930

9001,0003,930

5,830

4,253

1,500

22,000

1,00

0

1,000

1,000

954

3,00

03,

000

438 1,095

1,000 1,000

3,003

500

500

500

3,976

10,223

6,011

8,914

6,028

10,098

10,442

R 2,764

R 3,423

ALFRESCO

PORCH

B/PAVED @ -90mm

GA

RA

GE

PORCH

PORCHB/PAVED@ -90mm

PORCHB/PAVED@ -90mm

GA

RA

GE

CO

NC

. @

-50m

m

GA

RA

GE

ALFRESCOB/PAVED @ -90mm


CO

NC

. @

-50m

m

CO

NC

. @

-50m

m

SETB

AC

K

S/B

S/B

B/PAVED DRIVE

SETBACK

SETBACK

STCONC.@ 0c

STCONC.@ 0c

STCONC.@ 0c

STCONC.@ 0c

BARRIER KERB (PARKING AREA ONLY)

B

B

B

B

1 2 3 4 5

VISITOR PARKING(5 BAYS)

CARBAY

CA

RB

AY

BITUMEN (RED ASPHALT)

B/PAVED DRIVE

FEATUREB/PAVEDINSERT

SETBACK

SETBACK

CLOTHESLINE

1800h COLORBONDFENCE

1500Ø X 1200dSOAKWELL W/-

TRAFFICABLE LID(TOG @ 149.70)





STCONC.@ 0c

ALFRESCO

CARPORTCONC. @ -86mm


PORCHB/PAVED@ -86mm

B/PAVED@ -86mm

PORCHB/PAVED@ -86mm

ALFRESCOB/PAVED@ -86mm

STCONC.@ -0c

CLOTHESLINE

1800h COLORBOND FENCE

S/B

S/B

B/PAVED DRIVE



B/PAVED DRIVE

B

1200w B/PAVEDPED. PATH

B

ALFRESCO

PORCHB/PAVED@ -90mm

B/PAVED@ -90mm

STCONC.@ 0c


CARPORTCONC. @ -50mm ST

CONC.@ 0c

B/PAVED DRIVE

B

BITUMEN(RED ASPHALT)

FLUSH KERB

PORCHB/PAVED@ -86mm


6.67M

9.06

M

19.06

M

16.67M

FUTURE DEVELOPMENT(UNITS 9 & 10)

FUTURE DEVELOPMENT(UNIT 11)

CLOTHESLINE



STCONC.@ 0c

PORCHB/PAVED@ -86mm

B/PAVED DRIVE

1800h COLORBONDGATE & FENCE


CLOTHESLINE

CLOTHESLINE

1000 X 1000B/PAVED BIN PAD

B

STCONC.@ 0c

STCONC.@ 0c



PORCHB/PAVED @ -86mm

ALF

RE

SC

OB

/PA

VE

D @

-86m

m



ALF

RE

SC

OB

/PA

VE

D @

-86m

m


STCONC.@ 0c

PORCHB/PAVED@ -86mm


STCONC.@ 0c

PORCHB/PAVED@ -86mm


CLOTHESLINE

CLOTHESLINE


B/PAVED DRIVE



B



CLOTHESLINE

CLOTHESLINE


STCONC.@ 0c

STCONC.@ 0c



ALF

RE

SC

OB

/PA

VE

D @

-86m

m


ALF

RE

SC

OB

/PA

VE

D @

-86m

m

B/PAVED DRIVE

ELEC.M/BOX

FREESTANDINGBANK OF 14 x MSF2

LETTERBOXES

B/PAVEDDRIVE

1800h COLORBOND FENCE

FREESTANDINGAPR2 LETTERBOX

FREESTANDINGAPR2 LETTERBOX

P

ELEC.M/BOX

300w LIMESTONE RETAININGWALL W/- 1800h COLORBONDFENCE OVER

NOMINATED POSITIONOF NEW POWER DOME

1200h FEATURE POST& RAIL FENCE(REFER TO DETAIL)

1200h (14c) X 230w RENDERED BRICKFEATURE ESTATE SIGNAGE W/-"MORTLOCK GARDENS" LETTERING

ELEC.M/BOX

HEATPUMP

MAINS POWERSUB BOARD

(INC/ COMMONSERVICE METER)

WATER METER(COMMON SERVICES)

WM (UNIT 2)

WM(UNIT 1)

WM (UNIT 3)

WM (UNIT 4)

WM (UNIT 5)

WM (UNIT 6)

WM (UNIT 7)

WM (UNIT 8)

WM (UNIT 12)

WM (UNIT 15)

WM (UNIT 16)

WM (UNIT 13)

WM (UNIT 14)

WM (UNIT 17)

WM (UNIT 18)

EA

SE

ME

NT

B/PAVED CROSSOVERTO COUNCIL REQ'S

B/PAVED CROSSOVERTO COUNCIL REQ'S

BITUMEN CROSSOVER(RED ASPHALT) TO

COUNCIL REQ'MENTS

OVERFLOWDRAINAGE BASININV. 146.05

1:2 (BANK)

ROCK PITCHED SPILLWAY FOROVERLAND FLOW RUNOFF

1800h LINKMESH FENCE TOPERIMETER OF BASIN

ELEC.M/BOX

ELEC.M/BOX

ELEC.M/BOX

ELEC.M/BOX

ELEC.M/BOX

ELEC.M/BOX

ELEC.M/BOX

ELEC.M/BOX

ELEC.M/BOX

ELEC.M/BOX

ELEC.M/BOX

B




1500Ø X 1200dSOAKWELL







1:2

(BA

NK

)

1:2 (BANK)

ROCK PITCHED SPILLWAY WITH LOCALISEDDEPRESSION OF 100mm TO CHANNELWATER IN CASE OF FLODDING

148.45

148.45

148.5

0

HEADWALL OUTLET TO BASIN WITHROCK PITCHING TO AVOID SCOUR

UNIT 1FFL 151.25

(#29225)

UNIT 2FFL 151.25

(#29226)

UNIT 3FFL 150.70

(#29227)

UNIT 4FFL 150.70

(#29228)

UNIT 5FFL 149.20

(#29229)

UNIT 6FFL 149.20

(#29230)

UNIT 7FFL 149.10

(#29231)

UNIT 8FFL 149.10

(#29232)

UNIT 12FFL 149.10

(#29233)

UNIT 15FFL 149.20

(#29236)

UNIT 16FFL 149.20

(#29237)

UNIT 13FFL 149.10

(#29234)

UNIT 14FFL 149.10

(#29235)

UNIT 17FFL 149.50

(#29238)

UNIT 18FFL 149.50

(#29239)

90°90°1

1500Ø X 1200dSOAKWELL

NOTE:4x 1500d PILES TO

ENG'S DETAILS

WATER METER(MAIN SUPPLY)

1.2

m W

IDE

AC

CE

SS

GA

TE

S

150.

48

150.

68

150.

92

151.

17

151.

32

151.

41

150.

26

150.

08

150.

14

149.

80

149.

6415

0.05

150.

25

150.

17149.

85

149.

32

149.

16

149.

23

149.

22

149.

16

149.

15

149.

84

149.

16

149.

11

149.

35

149.

27

149.

72

149.

77149.

89

150.

05

149.

22

149.

21

150.

22

149.

27149.

53

149.

79

149.

75

150.

1014

9.96

150.

5115

0.34

149.

88

149.

41

149.

44

149.

42

150.

67

150.

77

150.

74

149.

60 149.

59

149.

95

150.

80

150.

12

149.

59

149.

71

150.

03

150.

55

150.

45

150.

94

151.

17

151.

15 151.

10

151.

02

150.

86

150.

80

150.

69

150.

78

149.

57

149.

52

149.

85149.

58

149.

59

149.

59149.

88

149.

95

149.

79

149.

74

149.

64

149.

6814

9.05

148.

87

148.

89

148.

94

148.

88

148.

68

148.

65

148.

53

148.

76148.

73148.

68

148.

72

148.

82

148.

98

149.

05

148.

8114

8.75

148.

6814

8.69

148.

68

148.

76

148.

83

148.

85

148.

83

149.

12

149.

29

149.

27

149.

10 148.

89 148.

89 148.

82 148.

83

148.

88

148.

88

148.

89

148.

92

149.

07

148.

73

148.

89

148.

97

149.

06

149.

24

149.

43

149.

3414

9.19 14

9.11

149.

05

149.

10

149.

04

149.

36

149.

45

90°7'43" 89°5

0'55"

64°2

6'5"

115°35'18"

119.

84

50.28

95.9

2

55.69

149.00

149.

00

149.00

149.00

149.00

149.

00

149.0

0

149.

00

149.

00

149.50

149.

50

149.50

149.50

14

9.50

149

.50

149.50

149

.50

149

.50

149

.50

149.

5014

9.5

014

9.5

014

9.5

014

9.5

0

150.00

150.00

150.

00

150.00

150.00

150.00

150.00

150

.00

150.50

150.50150.50

150

.50

150

.50

151.00

151.00

151.

00

PFPF

PF

S P R I N G F I E

L D R O A D

89

1012m²



BLOCK KERB

(POOR CONDITION)

EDGE OF BITUMEN

TOP 150.34

TOP 151.08

TOP 151.07

TOP 151.10

TOP 150.59TOP 150.58

TOP 150.59

EDGE OF GRAVEL

METALSHED

METALSHED

METALSHED

METALSHED

METALSHED

CO

NC

RE

TE

EN

CA

SE

ME

NT

CO

NC

RE

TE

EN

CA

SE

ME

NT

TOP 150.84

TOP 150.48

TOP 150.47

1.8

m M

ET

AL

FE

NC

E A

TO

PL

IME

ST

ON

E R

ET

. W

ALL

(GO

OD

CO

ND

ITIO

N)

150.

38

150.

85

151.

01

149.

93

149.

75

148.

87

148.

91

148.

8814

8.69

PG


88

1012m²


87

1012m²


86

1012m²


85

1012m²


84

1012m²


81

1158m²


201

1162m²


200

1162m²


123


PILES OF SAND

BITUMEN

UNSEALED ROAD

1.8

m M

ET

AL

FE

NC

E (

GO

OD

CO

ND

ITIO

N)

1.8

m M

ET

AL

FE

NC

E (

GO

OD

CO

ND

ITIO

N)


33b HC 'A'HC 'B'

HC 'C'

HC 'D'

HC 'E'

BA

NK

BO

TT

OM

BA

NK

BO

TT

OM

BA

NK

TO

P

BANK TOP

150

.50

300w LIMESTONERETAINING WALLW/- FENCE OVER

master meter setout

500w CONCRETE APRONTO COUNCIL REQ'MENTS

CONCRETE APRON

CONCRETE APRON

CONCRETE APRON

B'DRY OFFSET

B'DRY OFFSET

500w CONCRETE APRONTO COUNCIL REQ'MENTS

300w CONC. EDGERESTARINT TO PAVING/ASHPHALT JUNCTION

1640L x 135W x 95HRUBBER WHEEL STOP

HEATPUMP

HEATPUMP

HEATPUMP

HEATPUMP

HEATPUMP

HEATPUMP

HEATPUMP

HEATPUMP

HEATPUMP

HEATPUMP

HEATPUMP

HEATPUMP

HEATPUMP

HEATPUMP

3.2m X 2.4mCOLORBOND SHEDON CONC. SLAB

SHED

TEMPORARYCAR PARKING BAYS(150mm UNSEALEDCOMPACTED ROAD BASE)

2,500

2,29

21,

000

GA

RA

GE

CO

NC

. @

-50m

m


B/PAVED@ -90mm

CLOTHESLINE



CLOTHESLINE


ELEC.M/BOX





1,0001,910 2,878 1,000

1,5001,917 1,910

1,000 1,750 1,000

5,648

5,327

B/PAVED@ -90mm

1500Ø X 1200dSOAKWELL W/-TRAFFICABLE LID(TOG @ 149.55)

CLOTHESLINE

CLOTHESLINE



. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I, BEN CAMERON MILLAR, Licensed Surveyor certifythat the boundaries indicated on this plan and the surveywere performed in accordance with the provisions of theLICENSED SURVEYORS REGULATIONS 1961.

GROUND COVERSANDY / GRASS / WEED

RUBBISH / BUILDING MATERIALS

SUBURB

MAP REF

SURVEYED

This PLAN is current at the Date of Survey, NOT FOR CONSTRUCTION purposes without site corroboration. The cadastral boundary POSITION isAPPROXIMATE & requires survey confirmation - Check Landgate Plan & Certificate of Title for Encumbrances including Easements, Caveats, Covenants etc.All SERVICES require verification from the relevant AUTHORITY - suggest contacting "Dial Before You Dig" for underground services & a site inspection.

TITLE : LOT :

BUILDER REF No DWG No REV

:CLIENT

NOTE

BUILDER AUTHORITY C/T :

:

:

SHEET

1 of 1

:

:

:

SCALE @ A1

www.linkssurveying.com.auW:[email protected]

(08) 9354 8511P:

E:

1: 200

DP : 402837

SHIRE OF NORTHAM

A

500 SPRINGFIELD ROAD

27429001

NORTHAM21/01/15COUNTRY

5 0 2.5 5 10 15N

FEATURE SURVEY & BOUNDARY IDENTIFICATIONRURAL BUILDING CORURAL BUILDING CO

147.400.001.7

SEWER CONNECTION POSITION 'A'APPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION

GASGAS MARKER

GAS VALVE

GAS METER

GV

GM

G

SWAS. WIRE ANCHOR

POWER

PP

CP

LP

SP

LIGHT POLE

STAY POLE

CONSUMER POLE

POWER POLE

U/G CABLE BOX

SERVICE LEGEND

CABLE DOME

CABLE M/H

TELSTRA M/H

TELSTRA PIT

TELSTRA MARKER

TELSTRAT

TEL

SIDE ENTRY PIT

DRAINAGESW MANHOLE

GRATE

IS

IO

INSPECT. SHAFT

SEWER MANHOLE

INSPECT. OPENING

SEWERAGE

HOUSE CONNECTIONHC

WATER METER

WATER MARKER W

M

STOP VALVE

FLUSH POINT

WATER TAP

HYDRANT

WATER

TP

HY

FP

SV

PF

PD

PG

PEG FOUND

SURVEY

PEG DISTURBED

PEG GONE

DATUM

CONTROL POINT

AHD: BM A500SERVICES MARKED CONFIRM REQUIREBUILDER / CLIENT TO CONFIRMPOSITION & / OR AVAILABILITY ON SITE.AHD CONNECTION OBSERVED FROMLANDGATE'S GEODETIC RECORDS.

DMH

LOT

DRAINAGE

>1Km

CO

NF

IRM

NO

SE

RV

ICE

AV

AIL

AB

LE

LO

CA

TE

D

WATER

O/H

U/G

GAS

POWER

TELSTRA

SEWERAGE

LOT RECORDS

SERVICE

STATUS

DISTANCECOASTAL

5005423m²

ESTAB. 09/2014

AREA:LOT:

AREA:

147.270.002.2

SEWER CONNECTION POSITION 'B'APPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION

147.200.002.4

SEWER CONNECTION POSITION 'C'APPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION

147.090.002.55

SEWER CONNECTION POSITION 'D'APPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION

146.980.001.91

SEWER CONNECTION POSITION 'E'APPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION

33b SEWER EASEMENTREFER TO DP 402837

2


AVON VALLEYNORTHAM

PTY LTD







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

BUILDER

OWNER

OWNER

WITNESS

WITNESS

WITNESS

CLIENT:

ADDRESS:

A.C.D.F



Site & Anc.

Special

90001

JOB N°

REVISION DATE

SHEET N°

29224AVO

OF 3+ 3 ANC

29224AVO

15/12/1519

LOCATION GRANO m² B'PAVED m² AGGREGATE m²

00.00 00.00 00.00

81.97 985.49 776.94

SETOUT PLAN1:200

LOCATION GRANO m² B'PAVED m²

00.00 28.11

00.00 23.64Alfresco & Path

Porch & Drive


00.00 28.11


Porch & Drive


00.00 25.92


Porch & Drive


00.00 25.92


Porch, Path & Drive


00.00 23.44


Porch, Path & Drive


00.00 26.51


Porch, Path & Drive


00.00 26.56


Porch, Path & Drive


00.00 26.28


Porch, Path & Drive


16.97 8.31

00.00 31.98Porch, Path & Alfresco

Carport & Drive


16.97 8.31


Carport & Drive


00.00 28.29


Porch, Path & Drive


00.00 28.26


Porch, Path & Drive


16.97 7.91


Carport & Drive


16.97 7.91


Carport & Drive


14.09 90.93 37.49

00.00 12.00 00.00Bin Pads

Crossovers & Aprons

2,76

912

,690

7,47

06,

915

9,15

66,

915

2,72

66,

915

2,99

0190 2,

990

6,91

527

,757

6,28

112

,690

6,844

4,351

1,000

5,963

6,788

5,768

5,768

5,753 9,195

14,609

27,714

712

1,104

23,512

8,824

6,327 11,490

5,863 9,195

7,647 9,495

5,749 9,195

7,639 9,495

5,868 9,195

1,0007,020 6,170 7,020

1,000

9,495 7,763

9,495 7,763

5,651

5,647

9,495 8,783

9,495 7,958

1,109

7,020 6,170 7,0201,000

27,7

57

47,7

57

50,4

83

2,76

9

22,9

30

6,844 7,48

1

15,733

3,67

0

4,053

4,878

3,8581,

500

2,90

0

769

3,865

3,739

3,752

4,462

6,326

MATERIALS LEGEND

UN

IT 8

UN

IT 7

UN

IT 6

UN

IT 5

UN

IT 4

UN

IT 3

SETBACK

SETBACK

SETBACK

SETBACK

SETBACK

SETBA

CKSETB

AC

K

SETBA

CK

SETBACK

SETOUT

SETOUT

SETOUT

SETOUT

SETOUT

SETBACK

SE

TB

AC

K

SE

TB

AC

K

INDICATES LIMESTONERETAINING WALL

NOMINATED LOCATION OFPOWER DOME

PD

PD

SETOUT

SETOUT

SETOUT

UNIT 18

UNIT 15

UNIT 16

UNIT 17

UNIT 14

UNIT 13

UNIT 12

UNIT 1 UNIT 2

SETOUT UNIT 2

SETOUT UNIT 1

SETOUTUNIT 8

SETBACK

SETBACK

SETOUTUNIT 7

UNIT 6

SETOUTUNIT 5

SETOUT UNIT 3

SETOUT UNIT 4

SETOUTUNIT 4UNIT 3

FR

OM

BO

UN

DA

RY

TO

SE

TO

UT

PO

INT

UN

IT 1

4

FR

OM

BO

UN

DA

RY

TO

SE

TO

UT

PO

INT

UN

IT 8

FR

OM

BO

UN

DA

RY

TO

SE

TO

UT

PO

INT

UN

IT 7

FR

OM

BO

UN

DA

RY

TO

SE

TO

UT

PO

INT

UN

IT 6

UNIT 1FFL 151.25

(#29225)

UNIT 2FFL 151.25

(#29226)

UNIT 3FFL 150.70

(#29227)

UNIT 4FFL 150.70

(#29228)

UNIT 5FFL 149.20

(#29229)

UNIT 6FFL 149.20

(#29230)

UNIT 7FFL 149.10

(#29231)

UNIT 8FFL 149.10

(#29232)

UNIT 12FFL 149.10

(#29233)

UNIT 15FFL 149.20

(#29236)

UNIT 16FFL 149.20

(#29237)

UNIT 13FFL 149.10

(#29234)

UNIT 14FFL 149.10

(#29235)

UNIT 17FFL 149.50

(#29238)

UNIT 18FFL 149.50

(#29239)

FR

OM

BO

UN

DA

RY

TO

SE

TO

UT

PO

INT

UN

IT 2

SE

TO

UT

UN

IT 8

SE

TO

UT

UN

IT 7

SE

TO

UT

UN

IT 6

SE

TO

UT

UN

IT 5

SE

TO

UT

UN

IT 4

SE

TO

UT

UN

IT 3

SETOUT UNIT 5

FR

OM

BO

UN

DA

RY

TO

SE

TO

UT

PO

INT

UN

IT 1

7

FR

OM

BO

UN

DA

RY

TO

SE

TO

UT

PO

INT

UN

IT 1

8

FR

OM

BO

UN

DA

RY

TO

SE

TO

UT

PO

INT

UN

IT 2

FR

OM

BO

UN

DA

RY

TO

SE

TO

UT

PO

INT

UN

IT 1

SE

TB

AC

K

SETBACK

SETBACK

SETBACKS

ET

BA

CK

SE

TB

AC

K

SETBACK

SETBACK

SETBACK

SETBACK

SETBACK

SETBACK

UNIT 2

UNIT 3

UNIT 4

UNIT 5

UNIT 6

UNIT 7

UNIT 8

UNIT 12

UNIT 13

UNIT 14

UNIT 15

UNIT 16

UNIT 17

UNIT 18

TOTAL PAVING AREAS FORMORTLOCK GARDENS

COMMON AREAS

SETOUT UNIT 16

150.

48

150.

68

150.

92

151.

17

151.

32

151.

41

150.

26

150.

08

150.

14

149.

80

149.

6415

0.05

150.

25

150.

17149.

85

149.

32

149.

16

149.

23

149.

22

149.

16

149.

15

149.

84

149.

16

149.

11

149.

35

149.

27

149.

72

149.

77149.

89

150.

05

149.

22

149.

21

150.

22

149.

27149.

53

149.

79

149.

75

150.

1014

9.96

150.

5115

0.34

149.

88

149.

41

149.

44

149.

42

150.

67

150.

77

150.

74

149.

60 149.

59

149.

95

150.

80

150.

12

149.

59

149.

71

150.

03

150.

55

150.

45

150.

94

151.

17

151.

15 151.

10

151.

02

150.

86

150.

80

150.

69

150.

78

149.

57

149.

52

149.

85149.

58

149.

59

149.

59149.

88

149.

95

149.

79

149.

74

149.

64

149.

6814

9.05

148.

87

148.

89

148.

94

148.

88

148.

68

148.

65

148.

53

148.

76148.

73148.

68

148.

72

148.

82

148.

98

149.

05

148.

8114

8.75

148.

6814

8.69

148.

68

148.

76

148.

83

148.

85

148.

83

149.

12

149.

29

149.

27

149.

10 148.

89 148.

89 148.

82 148.

83

148.

88

148.

88

148.

89

148.

92

149.

07

148.

73

148.

89

148.

97

149.

06

149.

24

149.

43

149.

3414

9.19 14

9.11

149.

05

149.

10

149.

04

149.

36

149.

45

90°7'43" 89°5

0'55"

64°2

6'5"

115°35'18"

119.

84

50.28

95.9

2

55.69

149.00

149.

00

149.00

149.00

149.00

149.

00

149.0

0

149.

00

149.

00

149.50

149.

50

149.50

149.50

14

9.50

149

.50

149.50

149

.50

149

.50

149

.50

149.

5014

9.5

014

9.5

014

9.5

014

9.5

0

150.00

150.00

150.

00

150.00

150.00

150.00

150.00

150

.00

150.50

150.50150.50

150

.50

150

.50

151.00

151.00

151.

00

PFPF

PF

S P R I N G F I E

L D R O A D

89

1012m²



BLOCK KERB

(POOR CONDITION)

EDGE OF BITUMEN

TOP 150.34

TOP 151.08

TOP 151.07

TOP 151.10

TOP 150.59TOP 150.58

TOP 150.59

EDGE OF GRAVEL

METALSHED

METALSHED

METALSHED

METALSHED

METALSHED

CO

NC

RE

TE

EN

CA

SE

ME

NT

CO

NC

RE

TE

EN

CA

SE

ME

NT

TOP 150.84

TOP 150.48

TOP 150.47

1.8

m M

ET

AL

FE

NC

E A

TO

PL

IME

ST

ON

E R

ET

. W

ALL

(GO

OD

CO

ND

ITIO

N)

150.

38

150.

85

151.

01

149.

93

149.

75

148.

87

148.

91

148.

8814

8.69

PG


88

1012m²


87

1012m²


86

1012m²


85

1012m²


84

1012m²


81

1158m²


201

1162m²


200

1162m²


123


PILES OF SAND

BITUMEN

UNSEALED ROAD

1.8

m M

ET

AL

FE

NC

E (

GO

OD

CO

ND

ITIO

N)

1.8

m M

ET

AL

FE

NC

E (

GO

OD

CO

ND

ITIO

N)


33b HC 'A'HC 'B'

HC 'C'

HC 'D'

HC 'E'

BA

NK

BO

TT

OM

BA

NK

BO

TT

OM

BA

NK

TO

P

BANK TOP

150

.50

2,498

12,9

24

2,76

9

SETBA

CK


00.00 32.67


Porch & Drive


00.00 38.00 739.45

00.00 43.98 00.00Common Paths

Common Drive

10,1

1912

,690

22,9

485,

030

270

5,03

03,

947

6,91

56,

170

6,91

53,

952

5,03

027

05,

030

4,01

66,

915

14,5

93

12,9

2412

,690

10,1

1914

,593

25,5

24

35,8

5445

,758

56,0

8839

,806

59,8

06

6,333

33,019

UN

IT 1

2U

NIT

13

UN

IT 1

4U

NIT

15

UN

IT 1

6U

NIT

17

UN

IT 1

8U

NIT

1

UN

IT 2

SE

TO

UT

UN

IT 1

2

SE

TO

UT

UN

IT 1

3

SE

TO

UT

UN

IT 1

4

SE

TO

UT

UN

IT 1

SE

TO

UT

UN

IT 2

SE

TO

UT

UN

IT 1

8SE

TO

UT

UN

IT 1

7S

ET

OU

T U

NIT

15

SE

TO

UT

UN

IT 1

6

FR

OM

BO

UN

DA

RY

TO

SE

TO

UT

PO

INT

UN

IT 1

6

FR

OM

BO

UN

DA

RY

TO

SE

TO

UT

PO

INT

UN

IT 1

5

FR

OM

BO

UN

DA

RY

TO

SE

TO

UT

PO

INT

UN

IT 1

3

FR

OM

BO

UN

DA

RY

TO

SE

TO

UT

PO

INT

UN

IT 1

2SETOUT

FROM BDRY TO UNIT 8

UNIT 1

ASPHLAT

ASPHLAT

3


AVON VALLEYNORTHAM

PTY LTD




11 VO #1 DA 05/03/15 DA12 VO #2/3 DA 31/03/15 DA13 AREAS DA 07/04/15 DA14 LANDSCAPE DA 19/04/15 DHJ15 VO #4 DA 27/05/15 DA16 LANDSCAPE DA 04/06/15 DA17 VO #5 DA 27/07/15 DA18 LANDSCAPE DA 21/08/15 DA19 VO #8 DA 15/12/15 DA20 VO #9,11-13 DA 22/04/16 DA


ANCILLARYDRAWINGS

THESE DRAWINGS DO NOT FORM PART

OF THE CONTRACT DOCUMENTATION

TO BE USED FOR REFERENCEPURPOSES ONLY

CLIENT:

ADDRESS:

A.C.D.F



Site & Anc.

Special

90001

JOB N°

REVISION DATE

ANC SHEET N° OF 3

29224AVO

22/04/1620

1

SITE SERVICES SETOUTS1:200

6,240

8355,330

340

5,40

0

3,420750

8355,330

4,085

1,5105,420 3,735

835

1,12

53,660

2,76

03,

252

4,020835

345

750

1,53

01,

530

4,855

655

7,060

200

550

11,4451,585

8,42

070

5

3,95

04,

065

1,510

835

800

1,510

960

8,255965

7,09

5

150

400

1,10

0

655

1,510

B

B

B

B

B

B

B

B

B

P

CP

CP

CP

CP

CP

CP

CP

CP

ESP

ESP

ESP

ES

P

150.

48

150.

68

150.

92

151.

17

151.

32

151.

41

150.

26

150.

08

150.

14

149.

80

149.

6415

0.05

150.

25

150.

17149.

85

149.

32

149.

16

149.

23

149.

22

149.

16

149.

15

149.

84

149.

16

149.

11

149.

35

149.

27

149.

72

149.

77149.

89

150.

05

149.

22

149.

21

150.

22

149.

27149.

53

149.

79

149.

75

150.

1014

9.96

150.

5115

0.34

149.

88

149.

41

149.

44

149.

42

150.

67

150.

77

150.

74

149.

60 149.

59

149.

95

150.

80

150.

12

149.

59

149.

71

150.

03

150.

55

150.

45

150.

94

151.

17

151.

15 151.

10

151.

02

150.

86

150.

80

150.

69

150.

78

149.

57

149.

52

149.

85149.

58

149.

59

149.

59149.

88

149.

95

149.

79

149.

74

149.

64

149.

6814

9.05

148.

87

148.

89

148.

94

148.

88

148.

68

148.

65

148.

53

148.

76148.

73148.

68

148.

72

148.

82

148.

98

149.

05

148.

8114

8.75

148.

6814

8.69

148.

68

148.

76

148.

83

148.

85

148.

83

149.

12

149.

29

149.

27

149.

10 148.

89 148.

89 148.

82 148.

83

148.

88

148.

88

148.

89

148.

92

149.

07

148.

73

148.

89

148.

97

149.

06

149.

24

149.

43

149.

3414

9.19 14

9.11

149.

05

149.

10

149.

04

149.

36

149.

45

90°7'43" 89°5

0'55"

64°2

6'5"

115°35'18"

119.

84

50.28

95.9

2

55.69

149.00

149.

00

149.00

149.00

149.00

149.

00

149.0

0

149.

00

149.

00

149.50

149.

50

149.50

149.50

149.5

0

149

.50

149.50

149

.50

149

.50

149

.50

149.

5014

9.5

014

9.5

014

9.5

014

9.5

0

150.00

150.00

150.

00

150.00

150.00

150.00

150.00

150

.00

150.50

150.50150.50

150

.50

150

.50

151.00

151.00

151.

00

PFPF

PF

S P R I N G F I E

L D R O A D

89

1012m²



BLOCK KERB

(POOR CONDITION)

EDGE OF BITUMEN

TOP 150.34

TOP 151.08

TOP 151.07

TOP 151.10

TOP 150.59TOP 150.58

TOP 150.59

EDGE OF GRAVEL

METALSHED

METALSHED

METALSHED

METALSHED

METALSHED

CO

NC

RE

TE

EN

CA

SE

ME

NT

CO

NC

RE

TE

EN

CA

SE

ME

NT

TOP 150.84

TOP 150.48

TOP 150.47

1.8

m M

ET

AL

FE

NC

E A

TO

PL

IME

ST

ON

E R

ET

. W

ALL

(GO

OD

CO

ND

ITIO

N)

150.

38

150.

85

151.

01

149.

93

149.

75

148.

87

148.

91

148.

8814

8.69

PG


88

1012m²


87

1012m²


86

1012m²


85

1012m²


84

1012m²


81

1158m²


201

1162m²


200

1162m²


123


PILES OF SAND

BITUMEN

UNSEALED ROAD

1.8

m M

ET

AL

FE

NC

E (

GO

OD

CO

ND

ITIO

N)

1.8

m M

ET

AL

FE

NC

E (

GO

OD

CO

ND

ITIO

N)


33b HC 'A'HC 'B'

HC 'C'

HC 'D'

HC 'E'

BA

NK

BO

TT

OM

BA

NK

BO

TT

OM

BA

NK

TO

P

BANK TOP

150

.50

8,43

01,

925

1,88

5

6651,500

7,060

4,860

580

1,24

5

710

300 450

1,01

0

1,57

5

8,92

5

1,470

325

1,74

5

675 1,335


AVON VALLEYNORTHAM

PTY LTD






ANCILLARYDRAWINGS




CLIENT:

ADDRESS:

A.C.D.F



Site & Anc.

Special

90001

JOB N°

REVISION DATE

ANC SHEET N° OF 3

29224AVO

22/04/1620

2

CAPPING FOR GARAGE FIRE SEPERATION WALL1:5

195

90

90

CAPPING TO FLASHOVER BOX GUTTERS

CAPPING TO FLASHOVER BOX GUTTERS

35cH x 190W FIRE SEPERATIONPARAPET WALL

TOE MOULD FOR CARPORTS1:5

TOE MOULD FOR GARAGES1:5

50

60

30

7060

30

50

FFL GARAGE

PAVING 50mmBELOW FLASHING

FFL HOUSE

FOR 3 BED UNITSFOR 1 BED & 2 BED UNITS

SLIDING DOOR ANGLE PROFILE1:5

30

50

30

50

determined by length of opening

3mm THICK ANGLE TOBE BOLTED TO SLAB

UNDER SLIDING DOORSTO ADD SUPPORT

CONCRETESLAB

EXTERNAL FLASHING DETAIL1:5

INTERNAL FLASHING DETAIL1:5

END FLASHING DETAIL1:5

37 40

40

37

30

30

60 30

3060

58 30

3030

a1

d1

IMFTBA - COLORBONDTBA - ZINCALUME


c1


CL CL

POST & RAIL FENCING DETAIL1:20

CL CL

1252,275

1251,995

1252,275

125

2,400

50

140

340

140

340

140

50

1,2

00

2,400POST CENTRES

POST POST

POST & RAIL FENCE230w RENDERED FEATURE WALL

RAI

LR

AIL

RAI

L

HEI

GH

T O

F FE

NC

E &

REN

DER

ED W

ALL MORTLOCK

GARDENS7


AVON VALLEYNORTHAM

PTY LTD






ANCILLARYDRAWINGS




CLIENT:

ADDRESS:

A.C.D.F



Site & Anc.

Special

90001

JOB N°

REVISION DATE

ANC SHEET N° OF 3

29224AVO

22/04/1620

3

B

B

B

B

B

B

B

B

B

P

150.

48

150.

68

150.

92

151.

17

151.

32

151.

41

150.

26

150.

08

150.

14

149.

80

149.

6415

0.05

150.

25

150.

17149.

85

149.

32

149.

16

149.

23

149.

22

149.

16

149.

15

149.

84

149.

16

149.

11

149.

35

149.

27

149.

72

149.

77149.

89

150.

05

149.

22

149.

21

150.

22

149.

27149.

53

149.

79

149.

75

150.

1014

9.96

150.

5115

0.34

149.

88

149.

41

149.

44

149.

42

150.

67

150.

77

150.

74

149.

60 149.

59

149.

95

150.

80

150.

12

149.

59

149.

71

150.

03

150.

55

150.

45

150.

94

151.

17

151.

15 151.

10

151.

02

150.

86

150.

80

150.

69

150.

78

149.

57

149.

52

149.

85149.

58

149.

59

149.

59149.

88

149.

95

149.

79

149.

74

149.

64

149.

6814

9.05

148.

87

148.

89

148.

94

148.

88

148.

68

148.

65

148.

53

148.

76148.

73148.

68

148.

72

148.

82

148.

98

149.

05

148.

8114

8.75

148.

6814

8.69

148.

68

148.

76

148.

83

148.

85

148.

83

149.

12

149.

29

149.

27

149.

10 148.

89 148.

89 148.

82 148.

83

148.

88

148.

88

148.

89

148.

92

149.

07

148.

73

148.

89

148.

97

149.

06

149.

24

149.

43

149.

3414

9.19 14

9.11

149.

05

149.

10

149.

04

149.

36

149.

45

90°7'43" 89°5

0'55"

64°2

6'5"

115°35'18"

119.

84

50.28

95.9

2

55.69

149.00

149.

00

149.00

149.00

149.00

149.

00

149.0

0

149.

00

149.

00

149.50

149.

50

149.50

149.50

149.5

0

149

.50

149.50

149

.50

149

.50

149

.50

149.

5014

9.5

014

9.5

014

9.5

014

9.5

0

150.00

150.00

150.

00

150.00150

.00

150.00

150.00

150

.00

150.50

150.50150.50

150

.50

150

.50

151.00

151.00

151.

00

PFPF

PF

S P R I N G F I E

L D R O A D

89

1012m²



BLOCK KERB

(POOR CONDITION)

EDGE OF BITUMEN

TOP 150.34

TOP 151.08

TOP 151.07

TOP 151.10

TOP 150.59TOP 150.58

TOP 150.59

EDGE OF GRAVEL

METALSHED

METALSHED

METALSHED

METALSHED

METALSHED

CO

NC

RE

TE

EN

CA

SE

ME

NT

CO

NC

RE

TE

EN

CA

SE

ME

NT

TOP 150.84

TOP 150.48

TOP 150.47

1.8

m M

ET

AL

FE

NC

E A

TO

PL

IME

ST

ON

E R

ET

. W

ALL

(GO

OD

CO

ND

ITIO

N)

150.

38

150.

85

151.

01

149.

93

149.

75

148.

87

148.

91

148.

8814

8.69

PG


88

1012m²


87

1012m²


86

1012m²


85

1012m²


84

1012m²


81

1158m²


201

1162m²


200

1162m²


123


PILES OF SAND

BITUMEN

UNSEALED ROAD

1.8

m M

ET

AL

FE

NC

E (

GO

OD

CO

ND

ITIO

N)

1.8

m M

ET

AL

FE

NC

E (

GO

OD

CO

ND

ITIO

N)


33b HC 'A'HC 'B'

HC 'C'

HC 'D'

HC 'E'

BA

NK

BO

TT

OM

BA

NK

BO

TT

OM

BA

NK

TO

P

BANK TOP

150

.50

UNIT 1FFL 151.25

(#29225)

UNIT 2FFL 151.25

(#29226)

UNIT 3FFL 150.70

(#29227)

UNIT 4FFL 150.70

(#29228)

UNIT 5FFL 149.20

(#29229)

UNIT 6FFL 149.20

(#29230)

UNIT 7FFL 149.10

(#29231)

UNIT 8FFL 149.10

(#29232)

UNIT 12FFL 149.10

(#29233)

UNIT 15FFL 149.20

(#29236)

UNIT 16FFL 149.20

(#29237)

UNIT 13FFL 149.10

(#29234)

UNIT 14FFL 149.10

(#29235)

UNIT 17FFL 149.50

(#29238)

UNIT 18FFL 149.50

(#29239)

SW

AGP

SBR

VEL

AGP

DCB

NG

VEL

DLH

KP x36

A

DL

DSB

LP

WGB

WSB

GA

SP

SP

SP

SP

A

A

A

A

A

A

A

A

A

A

KP

NG

DSM

DRT

AGW

DEA

SV

A A

A

A

A

A

A

A

A

AA

A

DD

MM

MM DL

J

MOJ

SW

SW

SW

SW

SW

SW

SW

SPSP

DCB

VEL

WGB

MM

RM

VEL

X

TREATED PINETIMBER BOLLARDS

M APPROX. EXTENT OFEMBANKMENT SHOWNDASHED

M

SHED

TE

MP

OR

AR

Y

CA

R P

AR

KIN

G B

AY

S

LA

LA

MAG

LA

CW

CW

CW

SP

SP

SP

SP

MAG

MAG

MAG

LANDSCAPING PLAN1:200

TREES - 100L

LA - LARSERSTROEMIA (PINK)MAG - MAGNOLIACW - COTTON WOOD TREESSP - SNOW PEAR TREES

TURF

SW - SIR WALTER BUFFALOA - ARTIFICAL

MULCH(applicable to all garden beds & areas as marked)

M - BUSH

BRICKPAVING

AS INDICATED - REFER TO ADDENDA.

HARDSCAPING

AREAS AS INDICATED - 20mm RAINBOW STONE.

PLANTS (5L)

AGP - AGAPANTHUS PURPLEAGW - AGAPANTHUS WHITEDCB - DIANELLA CASSA BLUEDD - DIANELLA DESTINYDEA - DIANELLA EMERALD ARCHDLH - DIANELLA LITTERHEADDL - DIANELLA LUCIADCB - DIANELLA RAINBOW TWISTDSM - DIANELLA SWEETMISTDSW - DWARF SACRED BAMBOOGA - GARDENIA AUGUSTAJ - JASMINEKP - KANGAROO PAW AMBER VELVETLP - LILLY PILLY BUSH CHRISTMASMM - MISS MUFFETMOJ - MURRAYA ORANGE JASMINENG - NANDINA GULF STREAMNSB - NANDINA SACRED BAMBOORM - RADERMACHERA SUMMERSCENTSV - SNAKE VINESBR - SYZYGIUM BIG REDVEL - VIBURNUM EMERALD LUSTREWGB - WESTRINGA GREY BOXX - XANADU

GENERAL NOTES

- PROVIDE TREATED TIMBER EDGING TO LAWNEDVERGES TO DEFINE LAWNED AREA.

- PROVIDE CORTEN STEEL GARDEN BED EDGINGBETWEEN GARDEN BEDS AND LAWN AREAS, AROUNDTREE BASES WHERE APPLICABLE.

- PROVIDE TREATED PINE TIMBER BOLLARDS TOVACANT LOTS AS INDICATED. BOLLARDS TO BESPACED TO NOT ALLOW VECHICULAR ACCESS(APPROX. 1.2m CTS).

avon valley northam - wacountrybuilders.com.au · a.c.d.f lot 500 springfield road, northam. '...

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