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Fieldnotes
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![Page 1: Fieldnotes](https://reader038.fdocuments.in/reader038/viewer/2022100603/5593c4951a28ab470f8b45b1/html5/thumbnails/1.jpg)
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
![Page 2: Fieldnotes](https://reader038.fdocuments.in/reader038/viewer/2022100603/5593c4951a28ab470f8b45b1/html5/thumbnails/2.jpg)
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
![Page 3: Fieldnotes](https://reader038.fdocuments.in/reader038/viewer/2022100603/5593c4951a28ab470f8b45b1/html5/thumbnails/3.jpg)
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"
![Page 4: Fieldnotes](https://reader038.fdocuments.in/reader038/viewer/2022100603/5593c4951a28ab470f8b45b1/html5/thumbnails/4.jpg)
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
![Page 5: Fieldnotes](https://reader038.fdocuments.in/reader038/viewer/2022100603/5593c4951a28ab470f8b45b1/html5/thumbnails/5.jpg)
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