20 495m² 21 495m 39.0 39.5 41.0 38.0 38.5 39.0 20 20 A 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 LTD K 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 boundary EMT 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 accordance with the requirements of the Australian Standard AS3798-2007. All Earthworks shall be monitored and assessed using a Level 1 Inspection and Testing plan, carried out by an approved Geotechnical and Inspection Authority (GITA). 2 SP155151 3 (Restricted) RP222013 19 SP231313 BOOTH STREET 21 WALL HEIGHTS Lowest Highest Average 2.2 2.2 2.2
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CONSULTING PTY LTD STREET - Lion Land Marketing · 20 495m² 21 495m² 39.0 39.5 41.0 38.0 38.5 39.0 20 20 a 20 notes & disclaimers project client drawing title plan no. issue locality:
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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).
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).
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).
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).
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).
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).
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).
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).
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).
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).
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).
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).
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).
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).
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).
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).
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).
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).
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).
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).
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).
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).
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).
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).
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).
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).
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).