CONC. RETAINING W

ALL

WELD

MESH

FENCEW

EL

D M

ES

H F

EN

CE

AD

DE

RL

EY

FA

CE

OF

BL

UE

ST

ON

E K

ER

B

TOE OF CONCRETE B

ARRIER

BACK OF C

ONC. KERB

DU

DL

EY

ST

RE

ET

ST

RE

ET

N

ZO

NE

55

A.M

.G

(63^05’40")

(208.47)

(154^0

6’)

(2.1

7)

(115^31’)(6.82)

(52.6

8)

(157^27’)

, that the survey accuracy accords with that

represents the adopted boundaries and the related features existing

Regulations 1995 and that this abstract of field records correctly

defined in regulation 6 (6) of the Surveyors (Cadastral Surveys)

supervision and marked on the ground in accordance with the

result of the survey effected under my immediate direction and

certify that this abstract of field records correctly represents the

CERTIFICATION BY SURVEYOR

1 2 3

NOTATIONS

F

E

D

SURVEYOR’S REF:

Surveyors Act 1978

required for as

on

Date:

of

I,

C

B

A

1 2 3

1/23SHEET NO.

Surveyors Act 1978.

Licensed Surveyor,

4 5 6

SHEET SIZE

7

A3

8

AMENDMENTS ABSTRACT OF FIELD RECORDS

PARISH

COUNTY BOURKE

F

E

D

4 5 6 7 8

C

B

A

Timothy John Baird

Level Land

05 / 09 / 2002

96 Morang Road, Hawthorn, 3122

2762 (53)Fax 9818 2322

Phone 9819 9599

MADIGAN SURVEYING PTY. LTD.

96 MORANG ROAD

HAWTHORN 3122

CROWN ALLOTMENTS 1, 1G & 2

SECTION 98

CROWN ALLOTMENTS 2, 3, 15 & 16 (PARTS)

CROWN ALLOTMENTS 1, 17 & 18

SECTION 34

CROWN ALLOTMENTS 1, 17 & 18 (PARTS)

SECTION 35

MELBOURNE NORTH

15 / 08 / 2002

243^

10’

10"

CO

NC

. BA

RR

IER

RE

T. W

AL

LF

EN

CE

AD

.

AD

.R

ET

. WA

LL

00

3.29

00

0.9

00

1.080

0.8

90

0.6

70

0.8

40

0.9

50

BRICK CNRd

235^

12’3

0"

216^

42’

6.7

55 A

D

6.07

0 A

D

165^4

7’

8.6

20 A

D

235^

50’

7.4

25

RET. W

ALL

165^5

9’

8.6

35

RE

T. W

AL

L

157’ 2

7’

316^

53’

25"

64^45’

24.645

1.280

1.250 ADRET. W

ALL

00

2.7

6

TO SC 7

TO SC 5

1.290FENCE

1.250AD

1.290PEG FD.

89.185

46.180

AD

AD

SC6

PUNCH HOLE

IN STEEL PIT

SURROUND

PLACED

2

3

4

5

00

AD

00

AD

LENGTHS ARE IN METRES

RE 15550 (FIELD RECORDS / GPS SURVEY)

’A-B-C-D-E-F’ AMG ZONE 55 BEARING DATUM VIDE

’G-H-I’ DATUM VIDE OP 118784

0.0

2

0.01

0.0

30.010.01

0.01

0.02

0.10

0.01

0.01

0.11

RENDERED

BRICK

PEBBLE RENDER

CO

NC

.

BL

OC

K

CONC. BLOCKGAS ENCLOSURE

CONC. BRICK

CHAIN WIRE W

ESH

CH

AIN

WIR

E M

ES

H

ELEVA

TED

BU

ILDIN

G

STRU

CTU

RE CONC.

COLUMN

EL

EV

AT

ED

BU

ILD

ING

ST

RU

CT

UR

E

SP

EN

CE

R S

TR

EE

T

N

ZO

NE

55

A.M

.G

0.17Ad

0.12Ad

0.11Ad

C.W

.M.

CW

M

0.14Ad

CO

L.

BK. CNR.

C/T VOL.9963 FOL.827

(158^38’4

0")

(24.6

0)

(146^32’40")

(2.2

2)

(90.24)

(68^38’30")

(158^37’2

0")

(127.7

4)

(158^39’4

0")

(95.6

9)

1 2 3

F

E

D

SURVEYOR’S REF:

C

B

A

1 2 3

7/23SHEET NO.

Licensed Surveyor,

4 5 6

SHEET SIZE

7

A3

8

ABSTRACT OF FIELD RECORDS

F

E

D

4 5 6 7 8

C

B

A

2762 (53)Fax 9818 2322

Phone 9819 9599

MADIGAN SURVEYING PTY. LTD.

96 MORANG ROAD

HAWTHORN 3122

PARISH

COUNTY BOURKE

CROWN ALLOTMENTS 1, 1G & 2

SECTION 98

CROWN ALLOTMENTS 2, 3, 15 & 16 (PARTS)

CROWN ALLOTMENTS 1, 17 & 18

SECTION 34

CROWN ALLOTMENTS 1, 17 & 18 (PARTS)

SECTION 35

MELBOURNE NORTH

LITTLE

LONSDALE

STREET

334^35’5

0"

339^39’4

0"

249^

16’

35"

d

d

d

d338^

29’

30"

77^31’ 23.715ELEV. BLDG

77^31’ 23.820 COL. CNR

77^50’20"23.750 AD

77^53’20"23.01

POST

72^26’30"23.015 BLDG

CNR

72^41’20"

23.035 AD

ELEVATED

BUILDING STRUCTURE

127^39’3.460

BLD

G ELEV

.

127^55’3.520 P

OST

128^53’3.615 B

K. C

NR

129^10’

3.335

98^36’40"5.815

88^38’40"8.385

241^

04’3

0"

19.1

45

MC

C A

LIG

NM

EN

T

174^2

2’

2.6

25

AD

. &

BK

CN

R

333^14’9.000

TO SC 41

TO SC 40

SC 37

SC 36

114.405

00

00

SC 35

NAIL PL.

54.3

40

96.0

45

d

33.3

70

SC 34

NAIL PL.

00

SC 33

NAIL IN

BIT. PL.

91.420

TO SC 1

TO SC 2

0.695 AD

0.825

REND CNR.

0.720

BK & AD

16

17

18

0.13

Date: 05 / 09 / 2002

0.03

0.02

1.48

0.0

5

1.41

2.04

0.12

0.0

2

0.0

2

2.17

BL

UE

ST

ON

E B

AS

E

LO

W B

RIC

KGATE

FA

CE

OF

BL

UE

ST

ON

E K

ER

B

FACE OF BLUESTONE K

ERB

FLIND

ERS

STREET

CH

AIN

WIR

E M

ESH

N

ZO

NE

55

A.M

.G

MC

C A

LIG

NM

EN

T

0.2

0(L

)

0.16(L)

0.6

9

BO

UN

DA

RIE

S

NO

T

SURVEYED

PS 331362S

ROUGH

STONE

PIER

(10.0

0)

(158^47’3

0")

(248^47’30")

(3.94)

(140^16’30")

(14.68)

(68^47’30")

(5.98)

(158^47’3

0")

(2.3

5)

(68^47’30")

(1.29)

(165^42’3

0")

(6.1

8)

(158^50’3

0")

(14.13)

(15.81)

(128^34’30")

(96^48’30")(1.44)

(103^47’30")(10.16)

(51^3

7’30")

(5.84)

(137^32’30")

(68^42’50")

(29.17) (21.61)(1

58^57’3

0")

(158^57’3

0")

(152.2

35)

(248^39’50")

(78.20)

(312^23’50")

(217.60)

1 2 3

F

E

D

SURVEYOR’S REF:

C

B

A

1 2 3

SHEET NO.

Licensed Surveyor,

4 5 6

SHEET SIZE

7

A3

8

ABSTRACT OF FIELD RECORDS

F

E

D

4 5 6 7 8

C

B

A

2762 (53)Fax 9818 2322

Phone 9819 9599

MADIGAN SURVEYING PTY. LTD.

96 MORANG ROAD

HAWTHORN 3122

PARISH

COUNTY BOURKE

CROWN ALLOTMENTS 1, 1G & 2

SECTION 98

CROWN ALLOTMENTS 2, 3, 15 & 16 (PARTS)

CROWN ALLOTMENTS 1, 17 & 18

SECTION 34

CROWN ALLOTMENTS 1, 17 & 18 (PARTS)

SECTION 35

MELBOURNE NORTH

12/23

BL

UE

ST

ON

E B

AS

E

339^

11’

35"

66^

07’

55"

69^ 30’ 10"

161^ 1

0’ 1

0"

76^ 37’ 35"93.545

321^09’20"3.365

193^30’

1.870

D

D

D

D

D

SP

EN

CE

R S

TR

EE

T

66^26’10"

29.840

70^09’20"

31.815

358^42’

11.3

50 P

OS

T

28^1

6’

12.2

30PO

ST

345^

41’

1.45

0B

K. C

NR

.

55^0

0’00

"

13.8

45

65^03’40"

52.320 B

K.

65^18’00"52.320 S

TONE PIE

R

(LIN

ED)

336^27’

20.805 AD

336^18’30"20.115 BK.

332^10’30"20.230 B/STONE

FA

CE

OF

BL

UE

ST

ON

E

332^14’20"

7.640B/STONE

241^02’20"

2.975 B/STONE 206^44’

1.230 AD

236^57’20"

3.460 B/STONE

246^08’30"

22.210

STONE PIER

(LINED)

TO SC 30

1.040

B/STONE BASE

1.050 BK. & AD.

00

4.51(L)

92.6

55

00

SC 29

NAIL PL.

IN BIT.

35.935

SC 15

X-HEAD PL.

IN BIT.

[PCM 116040095]

00

0.21

00

1.78(L)

FACE OF BLUESTONE K

ERB

00

3.64

AD & X-HEAD

NAIL FD.

BASE

O

F

BRIC

K

W

ALL

SC 14

RIVET PL.

IN PIT SURROUND

00

00

121.

775

248.370

SC 13

X-HEAD PL.

IN BIT.

D

RIVET FD.

(1562/51)

138^ 4

8’ 5

0"

71.515

"F"

85.225 SC 20

X-HEAD PL.

IN BIT.

TO SC 12

TO SC 19

30

31

32

33

34

35

36

37

38

39

40 41

42

43

44

45

(2.2

9)

(RE 15550)

Date: 05 / 09 / 2002

(GPS SURVEY)

"I"

0.0

7

CHAIN WIRE MESHN

ZONE 55

A.M.G

PE

DE

ST

RIA

N B

RID

GE

0.0

30.0

5

0.1

5

0.6

9

0.0

8

0.7

0

CHAIN WIRE MESH

BO

UR

KE

ST

RE

ET

CONCRETE PIER

(331^25’40")(30.27)

(333^14’)(C22.85)(A22.85)(R646)

(335^02’)(37.40)

(334^39’)

(11.45)

(331^01’40")

(C73.14)

(A73.18)

(R654)

(5.92)

(328^09’)

(70.08)

(326^46’20")

0

1

10 20 4030 50 80

2

60 70 90 100

3

120110 130 140 150mm

F

E

D

SURVEYOR’S REF:

C

B

A

1 2 3

SHEET NO.

Licensed Surveyor,

4 5 6

SHEET SIZE

7

A3

8

ABSTRACT OF FIELD RECORDS

F

E

D

4 5 6 7 8

C

B

A

2762 (53)Fax 9818 2322

Phone 9819 9599

MADIGAN SURVEYING PTY. LTD.

96 MORANG ROAD

HAWTHORN 3122

PARISH

COUNTY BOURKE

CROWN ALLOTMENTS 1, 1G & 2

SECTION 98

CROWN ALLOTMENTS 2, 3, 15 & 16 (PARTS)

CROWN ALLOTMENTS 1, 17 & 18

SECTION 34

CROWN ALLOTMENTS 1, 17 & 18 (PARTS)

SECTION 35

MELBOURNE NORTH

15/23

D

D

WURUNDJERIWAY

151^

32’

50"146^26’00"

257^

27’0

0"

0^35’10"3^09’40"

28^07’2

0"

30^11’50"21.2

45 A

D

119^33’10"

28.845

PIER C

NR.

120^25’

121^37’30"

28.160

PIER C

NR.

122^07’

32.260

POST

359^04’28.715

BE

ND

36^56’

16.240PO

ST

43^04’

13.360PIE

R C

NR

.

44^4

7’

14.510P

IER

CN

R. 91

^57’

20"

16.9

30

PO

ST

122^

35’4

0"

30.9

40PO

ST

132^33’30"

48.910 AD

301^05’50"

48.38

254^

47’1

0"

31.7

65

235^3

9’

21.8

00

NOT DEFINED

NO

T D

EF

INE

D

NO

T D

EF

INE

D

NOT DEFINED

PE

G F

D.

NAIL FD. IN

TIMBER PATH

EDGING

NAIL FD. IN

TIMBER PATH

EDGING

TO SC 28

TO SC 10

TO SC 12

00

198.2

80

SC 27

NAIL PL.

IN BIT. 133.6

80

RIVET FD

(1562/5)"D"

21.8

00 P

OS

T

35.940 PO

ST

38.770 AD

89^4

1’00

"59.0

40

30.700 AD

58^39’2

0"

12.1

20

PCM 114130073

RIVET FD IN

KERB

(OP121518)

52

53

5455

57

56

SC 11

RIVET FD. IN

PIT SURROUND

Date: 05 / 09 / 2002

(RE 15550)

(GPS SURVEY)

129^32’

40.675 AD

BR

ICK

B

AS

E

NOT FENCED CHAIN

WIRE

MESH

N

ZONE 55

A.M.G

WURUNDJERI WAY

(315^40’)

(50.25)

(317^37’20")

(69.08)

(63^0

5’4

0")

(208.4

7)

0

1

10 20 4030 50 80

2

60 70 90 100

3

120110 130 140 150mm

F

E

D

SURVEYOR’S REF:

C

B

A

1 2 3

SHEET NO.

Licensed Surveyor,

4 5 6

SHEET SIZE

7

A3

8

ABSTRACT OF FIELD RECORDS

F

E

D

4 5 6 7 8

C

B

A

2762 (53)Fax 9818 2322

Phone 9819 9599

MADIGAN SURVEYING PTY. LTD.

96 MORANG ROAD

HAWTHORN 3122

PARISH

COUNTY BOURKE

CROWN ALLOTMENTS 1, 1G & 2

SECTION 98

CROWN ALLOTMENTS 2, 3, 15 & 16 (PARTS)

CROWN ALLOTMENTS 1, 17 & 18

SECTION 34

CROWN ALLOTMENTS 1, 17 & 18 (PARTS)

SECTION 35

MELBOURNE NORTH

21/23

d

d

137^

33’

05"

134^ 17’ 45"

243^

10’

10"

104^

00’

00"

65^3

3’40

"

25.6

45

65^5

6’05

"

23.1

10 A

D141^02’20"

28.230 POST142^30’45"19.480 AD

45.72000

00

00237.570

1.110 AD

1.070 BK.CNR.

TO SC 6

TO SC 8

TO SC 25

SC 24

SPIKE PL.

SC 7

RIVET PL. IN CONC.

PATH ON TRAFFIC ISLAND

[PCM 116040096]

69

1

Date: 05 / 09 / 2002

0.0

2