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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 kjpack@iinet.net.au

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

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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 kjpack@iinet.net.au

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

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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 kjpack@iinet.net.au

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

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22

495m²

23

538m²

3

9

.

0

4

1

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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 kjpack@iinet.net.au

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

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24

422m²

25

405m²

3

7

.

5

3

8

.

0

3

8

.

5

3

8

.

5

3

8

.

0

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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 kjpack@iinet.net.au

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

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AA

25

NOTES & DISCLAIMERS

PROJECT

CLIENT

DRAWING TITLE

PLAN No. ISSUE

LOCALITY:

LOCAL GOV:

SCALE

JOB No.DRAWN

DATE

CHECKED JOB No.

Email kjpack@iinet.net.au

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

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H

S

T

R

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t.J

36

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27

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0

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26

AA

26

NOTES & DISCLAIMERS

PROJECT

CLIENT

DRAWING TITLE

PLAN No. ISSUE

LOCALITY:

LOCAL GOV:

SCALE

JOB No.DRAWN

DATE

CHECKED JOB No.

Email kjpack@iinet.net.au

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).

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WALL HEIGHTS

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41

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4

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AA

27

NOTES & DISCLAIMERS

PROJECT

CLIENT

DRAWING TITLE

PLAN No. ISSUE

LOCALITY:

LOCAL GOV:

SCALE

JOB No.DRAWN

DATE

CHECKED JOB No.

Email kjpack@iinet.net.au

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

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T

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E

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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

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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 kjpack@iinet.net.au

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

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m

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29

30

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3

0

.

5

3

1

.

5

3

1

.

5

3

1

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3

1

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3

1

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3

2

.

5

3

2

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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 kjpack@iinet.net.au

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

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0.0
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0.0
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0.0
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0.0
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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 kjpack@iinet.net.au

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

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0.0
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0.0
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5
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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 kjpack@iinet.net.au

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

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0.5
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0.5
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0.0
AutoCAD SHX Text
0.0
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0.0
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0.5
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5
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5
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20
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25
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9%%d13%%13525%%136
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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 kjpack@iinet.net.au

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

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E

M

T

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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 kjpack@iinet.net.au

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

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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

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5

3

2

.

5

3

2

.

5

33.0

3

1

.

0

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0

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0

3

2

.

5

3

2

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32.5

31.0

3

1

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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 kjpack@iinet.net.au

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

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E

M

T

E

M

T

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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 kjpack@iinet.net.au

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).

AutoCAD SHX Text
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E

M

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T

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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 kjpack@iinet.net.au

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

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0.0
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0.0
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0.0
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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 kjpack@iinet.net.au

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

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0.5
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0.5
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1.5
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0.0
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Scale 1:300 - Lengths are in Metres.
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0
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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 kjpack@iinet.net.au

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

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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 kjpack@iinet.net.au

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

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0
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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 kjpack@iinet.net.au

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

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448m²

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3

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7

.

0

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4

.

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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 kjpack@iinet.net.au

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

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E

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40

406m²

26

3

4

.

0

3

4

.

5

35.5

3

6

.

0

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.

0

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0

3

6

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3

6

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3

7

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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 kjpack@iinet.net.au

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

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E

M

T

E

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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

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6

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8

.

0

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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 kjpack@iinet.net.au

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

AutoCAD SHX Text
0.0
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0.0
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0.5
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0.0
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0.5
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0.5
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0.0
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0.0
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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 kjpack@iinet.net.au

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

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0.0
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0.0
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0.5
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Scale 1:300 - Lengths are in Metres.
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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 kjpack@iinet.net.au

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

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0.0
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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 kjpack@iinet.net.au

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

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0
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5
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10
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