consulting pty ltd street - lion land marketing · 20 495m² 21 495m² 39.0 39.5 41.0 38.0 38.5...
TRANSCRIPT
20
495m² 21
495m²
3
9
.
0
3
9
.
5
41.0
3
8
.
0
3
8
.
5
3
9
.
0
20
20
AA
20
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
2
SP155151
3
(Restricted)
RP222013
19
SP231313
B
O
O
T
H
S
T
R
E
E
T
21
WALL HEIGHTS
LowestHighestAverage
2.22.22.2
20
495m² 21
495m²
22
495m²
3
9
.
0
3
9
.
5
3
9
.
5
3
9
.
0
4
0
.
0
41.0
3
8
.
0
3
8
.
5
3
8
.
5
3
9
.
0
3
9
.
5
39.5
21
21
AA
21
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
2
SP155151
3
(Restricted)
RP222013
B
O
O
T
H
S
T
R
E
E
T
22
20
WALL HEIGHTS
LowestHighestAverage
2.02.02.0
21
495m²
22
495m²
23
538m²
3
9
.
5
3
9
.
0
4
0
.
0
3
8
.
5
3
9
.
5
4
0
.
0
39.5
4
1
.
5
22
22
AA
22
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
2
SP155151
3
(Restricted)
RP222013
B
O
O
T
H
S
T
R
E
E
T
23
21
WALL HEIGHTS
LowestHighestAverage
1.61.61.6
22
495m²
23
538m²
3
9
.
0
4
1
.5
4
0
.
0
40.0
3
9
.
5
4
0
.
0
4
1
.
5
23
23
AA
23
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
2
SP155151
3
(Restricted)
RP222013
B
O
O
T
H
S
T
R
E
E
T
22
37
SP291750
WALL HEIGHTS
LowestHighestAverage
1.61.61.6
24
422m²
25
405m²
3
7
.
5
3
8
.
0
3
8
.
5
3
8
.
5
3
8
.
0
3
9
.
0
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
24
24
AA
24
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
E
m
t.J
B
O
O
T
H
S
T
R
E
E
T
25
46
45
46
43
24
422m²
25
405m²
43
3
8
.
5
3
8
.
0
3
9
.
0
3
8
.
5
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
3
7
.
5
3
8
.0
25
25
AA
25
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
B
O
O
T
H
S
T
R
E
E
T
E
m
t.J
36
SP291750
24
43
9
9
9
S
P
2
9
1
7
5
0
(P
t)
WALL HEIGHTS
LowestHighestAverage
0.61.20.9
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
27
594m²
26
557m²
514m²
3
6
.
0
3
4
.
5
3
5
.
0
3
7
.
0
3
6
.
0
3
5
.
5
35.0
35.5
3
6
.
0
26
26
AA
26
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
P
R
IE
S
T
L
Y
P
L
A
C
E
40
E
m
t.K
999
SP291750
(Pt)
39
27
WALL HEIGHTS
LowestHighestAverage
1.41.61.5
41
42
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
27
514m²
3
4
.
5
3
4
.
0
3
5
.
0
3
4
.
5
3
4
.
5
3
5
.
0
3
5
.
5
3
4
.
5
35.0
27
27
AA
27
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
P
R
IE
S
T
L
Y
P
L
A
C
E
999
SP291750
(Pt)
28
38
39
26
E
m
t.K
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
28
546m²
3
2
.
5
3
4
.
5
3
4
.
0
3
5
.
0
3
4
.
5
3
4
.
5
3
4
.
0
33.5
34.0
3
4
.
5
28
28
AA
28
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
P
R
IE
S
T
L
Y
P
L
A
C
E
E
m
t.L
402m²
29
30
402m²
3
0
.
5
3
1
.
5
3
1
.
5
3
1
.0
3
1
.5
3
1
.0
3
2
.
5
3
2
.0
31.0
3
1
.5
29
29
AA
29
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
30
34
999
SP291750
(Pt)
H
E
N
D
E
R
S
O
N
S
T
R
E
E
T
WALL HEIGHTS
LowestHighestAverage
0.81.21.0
31
402m²
29
406m²
30
402m²
3
0
.
5
3
1
.
5
3
1
.
5
3
1
.0
3
2
.
5
30
30
AA
30
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
31
34
H
E
N
D
E
R
S
O
N
S
T
R
E
E
T
29
33
WALL HEIGHTS
LowestHighestAverage
1.21.21.2
31
402m²
471m²
32
406m²
30
3
0
.
5
30.0
3
1
.
5
3
1
.
5
3
1
.0
3
0
.5
31
31
AA
31
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
32
34
H
E
N
D
E
R
S
O
N
S
T
R
E
E
T
30
33
WALL HEIGHTS
LowestHighestAverage
1.21.21.2
448m²
31
471m²
33
32
406m²
30.0
3
0
.
5
3
1
.
5
31.0
3
1
.0
3
0
.5
3
0
.
0
3
0
.
0
32
32
AA
32
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
H
E
N
D
E
R
S
O
N
S
T
R
E
E
T
R
O
A
D
33
31
E
M
T
E
M
T
E
M
T
448m²
448m²
33
3
0
.
5
3
1
.
5
31.0
3
2
.
0
3
1
.
5
3
1
.
0
3
0
.
0
33
33
AA
33
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
36
35
34
32
31
30
E
m
t.M
R
O
A
D
WALL HEIGHTS
LowestHighestAverage 0.8
1.00.6
E
m
t.E
E
m
t.F
E
M
T
E
M
T
E
M
T
448m²
35
594m²
448m²
594m²
33
34
32
3
0
.
5
3
1
.
5
3
1
.
5
31.0
3
2
.
0
3
1
.
5
3
2
.
5
3
2
.
5
33.0
3
1
.
0
3
0
.
0
3
2
.
5
3
2
.0
32.5
31.0
3
1
.5
32.0
34
34
AA
34
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
R
O
A
D
29
30
31
33
36
35
E
m
t.M
999
SP291750
(Pt)
E
m
t.F
E
m
t.E
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
546m²
36
448m²
35
594m²
448m²
33
34
3
1
.
5
3
2
.
0
3
2
.
5
3
2
.
0
3
2
.
5
3
2
.
5
3
2
.
5
33.0
3
4
.
5
3
4
.
0
3
1
.
0
32.5
32.0
3
3
.
0
33.5
35
35
AA
35
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
36
R
O
A
D
34
33
28
37
999
SP291750
(Pt)
E
m
t.F
E
m
t.E
E
m
t.M
WALL HEIGHTS
LowestHighestAverage
1.42.21.8
WALL HEIGHTS
LowestHighestAverage
0.81.00.9
SIDE REAR
E
m
t.L
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
E
M
T
E
M
T
E
M
T
E
M
T
E
M
T
36
448m²
420m²
33
3
1
.
5
3
2
.
0
3
2
.
5
3
2
.
0
3
1
.
0
3
3
.
0
36
36
AA
36
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
R
O
A
D
33
34
35
28
37
E
m
t.M
E
m
t.L
WALL HEIGHTS
LowestHighestAverage
0.62.21.4
E
m
t.F
E
m
t.E
E
M
T
E
M
T
E
M
T
38
406m²
36
37
420m²
3
1
.
5
3
2
.
0
3
2
.
5
3
3
.0
3
2
.
5
3
3
.
5
3
4
.
0
3
4
.
5
3
2
.
5
3
3
.
0
37
37
AA
37
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
R
O
A
D
36
35
28
38
E
m
t.L
406m²
38
406m²
37
3
3
.0
3
3
.
5
3
4
.
0
3
4
.
0
3
4
.
5
3
4
.
5
33.5
3
5
.
0
3
2
.
5
3
3
.
0
38
38
AA
38
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
R
O
A
D
39
37
28
27
E
M
T
E
M
T
39
406m²
38
40
406m²
3
4
.
0
3
4
.
0
3
4
.
5
3
4
.
5
3
5
.
0
33.5
3
5
.
0
3
3
.
0
3
3
.
5
39
39
AA
39
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
R
O
A
D
38
40
26
27
E
m
t.K
E
M
T
E
M
T
E
M
T
39
41
448m²
40
406m²
3
4
.
0
3
4
.
5
3
4
.
5
3
5
.
0
3
7
.
0
3
3
.
5
3
4
.
5
35.0
3
6
.
0
40
40
AA
40
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
R
O
A
D
39
41
42
26
E
m
t.K
E
M
T
E
M
T
448m²
41
448m²
40
3
4
.
5
35.5
36.5
3
7
.
0
3
4
.
5
35.0
3
5
.
0
3
5
.
5
3
6
.5
36.0
3
6
.0
36.0
3
6
.
0
41
41
AA
41
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
R
O
A
D
40
44
43
42
E
m
t.K
26
E
m
t.N
E
m
t.H
E
m
t.G
WALL HEIGHTS
LowestHighestAverage
1.21.41.3
E
M
T
E
M
T
448m²
43
594m²
41
448m²
42
594m²
40
406m²
26
3
4
.
0
3
4
.
5
35.5
3
6
.
0
36
.5
3
7
.
0
3
7
.
0
3
4
.
5
35.0
3
5
.
0
3
5
.
5
3
6
.5
36.0
3
6
.0
36.0
3
6
.
0
3
6
.0
3
6
.5
3
7
.0
42
42
AA
42
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
R
O
A
D
26
40
41
44
43
999
SP291750
(Pt)
WALL HEIGHTS
LowestHighestAverage
0.81.81.3
E
m
t.N
E
m
t.H
E
m
t.G
E
M
T
E
M
T
44
448m²
43
594m²
41
448m²
42
35.5
36.5
3
7
.
0
3
7
.
5
3
5
.
0
3
5
.
5
3
6
.
0
3
6
.
5
36.0
3
6
.0
36.0
36.5
3
8
.
0
E
M
T
E
M
T
3
6
.
5
3
7
.
0
3
7
.
5
43
43
AA
43
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
44
R
O
A
D
42
41
25
45
999
SP291750
(Pt)
E
m
t.N
WALL HEIGHTS
LowestHighestAverage
WALL HEIGHTS
LowestHighestAverage
SIDE REAR
0.91.20.6
1.31.41.2
24
E
m
t.J
E
m
t.H
E
m
t.G
E
M
T
E
M
T
406m²
44
448m²
41
35.5
36.5
3
7
.
5
3
5
.
0
3
5
.
5
3
6
.
0
3
6
.5
36.0
3
6
.0
36.0
36.5
36.5
37.0
44
44
AA
44
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
R
O
A
D
41
42
43
24
45
E
m
t.N
WALL HEIGHTS
LowestHighestAverage 1.0
1.20.8
E
m
t.H
E
m
t.G
WALL HEIGHTS
LowestHighestAverage 0.7
0.80.6
46
441m²
24
422m²
45
406m²
44
3
6
.
5
3
7
.
5
3
7
.
5
3
8
.
0
3
6
.
0
36.5
36.5
37.0
37.0
37.5
45
45
AA
45
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
R
O
A
D
44
43
24
46
46
441m²
24
422m²
45
3
6
.
5
3
7
.
0
3
7
.
5
3
8
.
0
37.0
37.5
3
8
.
5
46
46
AA
46
NOTES & DISCLAIMERS
PROJECT
CLIENT
DRAWING TITLE
PLAN No. ISSUE
LOCALITY:
LOCAL GOV:
SCALE
JOB No.DRAWN
DATE
CHECKED JOB No.
Email [email protected]
SURVEYING AND DEVELOPMENT
A.C.N. 053 390 051
KENMORE
Facsimile 07 3374 3233
Telephone 07 3374 3233
QLD Australia 4069
P.O. BOX 595
CONSULTING PTY LTDK J PACKER
CONSULTANTS
KJP KJP817
9 HENDERSON STREET
REDBANK
BARCLAY PARK PTY LTD
DISCLOSURE PLAN OF LOT
REDBANK
IPSWICH CITY COUNCIL
1:300 @A4 30/5/2018
Stanfield's RPD KP180253
KJP817-
AZIMUTH
MGA, Zone 56
DATUM
AHDD
A.C.N. 154 071 940
* Final surface contours based on A.H.D. Datum at
16.5
based on engineering plans C2824-9
at an interval of 0.5m, are shown as
dated May 2018 by Milanovic Neale Consulting Engineers
the Subdivision Application and was approved by the
* This plan was prepared for Barclay Park Pty Ltd
for the purpose of accompanying a sales contract and
must not be used for any other purpose.
subject to conditions.
Denotes Retaining Wall
as shown on Proposal Plan KJP807/PP03 which accompanied
Ipswich City Council on 12th January 2018
Denotes Proposed Easement boundaryEMT
Denotes Extent of Fill
* This plan shows details of Proposed Lot on
Draft SP239091 described as part of Lot 9 on RP109772
* 0.5m contours as shown denote
level of fill to existing natural surface level
based on engineering data C2824
dated 16/5/2018 by Milanovic Neale.
The compaction of earth fill will be undertaken in accordancewith the requirements of the Australian Standard AS3798-2007.All Earthworks shall be monitored and assessed using a Level 1Inspection and Testing plan, carried out by an approvedGeotechnical and Inspection Authority (GITA).
R
O
A
D
45
24
B
O
O
T
H
S
T
R
E
E
T