17
0.1 0.3 0.2 0.4 0. 0.5 0.4 0.0 PROPOSED LOT 2 1 1 Depth of fill, in metres, shown as:- Where applicable, areas to be filled are shown as: shown as: Final surface contours based on A.H.D. datum at an interval of 0.5m, LEGEND Retaining wall and retaining wall height, shown on the lower side of the wall, have been drawn from plans supplied by Empower and shown as: Double tier retaining wall and retaining wall height, shown on the lower side of the wall, have been drawn from plans supplied by Empower and shown as: Lot 1394 on SP307899 ADDITIONAL NOTES: The LOT dimensions and area shown hereon are subject to final field survey and also to the requirements of Council and any other authority which may have requirements under any relevant legislation Final surface contours shown hereon have been supplied by Empower Engineers & Project Managers. Location of retaining walls are as shown on Engineering design drawings.Their as-constructed location may differ from their design location. Retaining wall heights have been supplied by Empower Engineers. Compaction of any fill material placed on this site shall be completed to level one inspection and testing services in accordance with AS3798-2007. Depth of fill values are calculated to the lower of the pre-development surface and the ground surface surveyed 20/11/2008. Copyright c Veris Australia Pty Ltd 15/09/2020. Cadastral Boundaries Final Surface Contours LC12B- Rev B.dwg Pre-development Surface 16 Sep, 2020 30105-12B Disclosure Plan DMCedits2.dwg 15.09.2020 0 12.5m 50 mm 150 mm SCALE BAR 100 mm 25m 37.5m Drawing No Issue DISCLOSURE PLAN of Proposed LOT being part of Scale: Local Authority: Locality: Plot Date: Checked: Drawn: Horizontal Meridian: Vertical Level Datum: Comp File Ref: Designed: Issue Revisions Drawn Date THESE DESIGNS AND DRAWINGS ARE COPYRIGHT AND ARE NOT TO BE USED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF VERIS Data Sources Original PS A IMPORTANT NOTES: (These notes are an integral part of this plan) This plan has been prepared for URBEX Pty Ltd for the purposes of A Disclosure Plan Under the Land Sales Act 1984 (as amended). It is not to be used by any other person or corporation or for any other purposes and is subject to the following limitations: Please refer to the approved Development Application for conditions relating to the LOT and to approved Operational Works drawings for services location and possible easements. 430105-12B2-DP For Engineering Design A veris.com.au ACN 615 735 727 Veris Australia Pty Ltd BRISBANE (07) 3666 4700 MACKAY (07) 4951 2911 WHITSUNDAYS (07) 4945 1722 CAIRNS (07) 4051 6722 B00238 revB BOO238 tin THG Survey 20/11/2008 1:250 @ A4 Moreton Bay R. C. Mango Hill EH 16/09/2020 PS 15/09/2020 MGA, Zone 56 AHD D Empower Engineers CAPESTONE STAGE 12B2 URBEX PTY LTD ROAD 1 MADDEN

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Page 1: For MADDEN · AOriginal PS IMPORTANT NOTES: (These notes are an integral part of this plan) This plan has been prepared for URBEX Pty Ltd for the purposes of A ... THG Survey 20/11/2008

0.1

0.3

0.2

0.4

0.7

0.5

0.4

0.0

PROPOSED

LOT 21

1

Depth of fill, in metres, shown as:-

Where applicable, areas to be filled are shown as:

shown as:Final surface contours based on A.H.D. datum at an interval of 0.5m,

LEGEND

Retaining wall and retaining wall height, shown on the lower side of the wall, have been drawn from plans supplied by Empower andshown as:

Double tier retaining wall and retaining wall height, shown on thelower side of the wall, have been drawn from plans supplied byEmpower and shown as:

Lot 1394 on SP307899ADDITIONAL NOTES:The LOT dimensions and area shown hereon are subject tofinal field survey and also to the requirements of Council andany other authority which may have requirements under anyrelevant legislation

Final surface contours shown hereon have been supplied byEmpower Engineers & Project Managers.

Location of retaining walls are as shown on Engineering designdrawings.Their as-constructed location may differ from theirdesign location. Retaining wall heights have been supplied byEmpower Engineers.

Compaction of any fill material placed on this site shall becompleted to level one inspection and testing services inaccordance with AS3798-2007.

Depth of fill values are calculated to the lower of thepre-development surface and the ground surface surveyed20/11/2008.

Copyright c Veris Australia Pty Ltd 15/09/2020.

Cadastral Boundaries

Final Surface Contours

LC12B- Rev B.dwg

Pre-development Surface

16 Sep, 2020

30105-12B Disclosure Plan DMCedits2.dwg

15.09.2020

012.5m

50 mm 150 mm SCALE BAR100 mm25m 37.5m

Drawing No Issue

DISCLOSURE PLANof Proposed LOT

being part of

Scale:

Local Authority:Locality:

Plot Date:Checked:Drawn:

Horizontal Meridian:Vertical Level Datum:

Comp File Ref:

Designed:

Issue Revisions DrawnDate

THESE DESIGNS AND DRAWINGS ARE COPYRIGHTAND ARE NOT TO BE USED OR REPRODUCED

WITHOUT THE WRITTEN PERMISSION OF VERIS

Data Sources

Original PSA

IMPORTANT NOTES:(These notes are an integral part of thisplan)This plan has been prepared forURBEX Pty Ltd for the purposes of ADisclosure Plan Under the Land Sales Act1984 (as amended).It is not to be used by any other person orcorporation or for any other purposes and issubject to the following limitations:

Please refer to the approved DevelopmentApplication for conditions relating to the LOTand to approved Operational Worksdrawings for services location and possibleeasements.

430105-12B2-DP

For

Engineering Design

A

veris.com.au

ACN 615 735 727Veris Australia Pty Ltd

BRISBANE(07) 3666 4700

MACKAY(07) 4951 2911

WHITSUNDAYS(07) 4945 1722

CAIRNS(07) 4051 6722

B00238 revB

BOO238 tin

THG Survey 20/11/2008

1:250 @ A4

Moreton Bay R. C.Mango Hill

EH 16/09/2020PS 15/09/2020

MGA, Zone 56AHD D

Empower Engineers

CAPESTONESTAGE 12B2

URBEX PTY LTD

ROAD

1

MADDEN

AutoCAD SHX Text
8.8
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
8.8
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.8
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
15.5
AutoCAD SHX Text
1.1
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(3.0)
AutoCAD SHX Text
355mÉ2
AutoCAD SHX Text
35.782
AutoCAD SHX Text
212%%d33'40"
AutoCAD SHX Text
15.658
AutoCAD SHX Text
118%%d12'
AutoCAD SHX Text
20%%d31'50"
AutoCAD SHX Text
14.665
AutoCAD SHX Text
4%%D21'
AutoCAD SHX Text
22.203
AutoCAD SHX Text
320%%D54'55"
AutoCAD SHX Text
2.17
AutoCAD SHX Text
SP307899
AutoCAD SHX Text
9019
Page 2: For MADDEN · AOriginal PS IMPORTANT NOTES: (These notes are an integral part of this plan) This plan has been prepared for URBEX Pty Ltd for the purposes of A ... THG Survey 20/11/2008

1.1

1.3

1.1

1.2

1.2

0.1

0.3

0.2

0.4

0.7

0.1

0.5

0.4

0.7

0.0

PROPOSED

LOT 3

2

2

Depth of fill, in metres, shown as:-

Where applicable, areas to be filled are shown as:

shown as:Final surface contours based on A.H.D. datum at an interval of 0.5m,

LEGEND

Retaining wall and retaining wall height, shown on the lower side of the wall, have been drawn from plans supplied by Empower andshown as:

Double tier retaining wall and retaining wall height, shown on thelower side of the wall, have been drawn from plans supplied byEmpower and shown as:

Lot 1394 on SP307899

ADDITIONAL NOTES:The LOT dimensions and area shown hereon are subject tofinal field survey and also to the requirements of Council andany other authority which may have requirements under anyrelevant legislation

Final surface contours shown hereon have been supplied byEmpower Engineers & Project Managers.

Location of retaining walls are as shown on Engineering designdrawings.Their as-constructed location may differ from theirdesign location. Retaining wall heights have been supplied byEmpower Engineers.

Compaction of any fill material placed on this site shall becompleted to level one inspection and testing services inaccordance with AS3798-2007.

Depth of fill values are calculated to the lower of thepre-development surface and the ground surface surveyed20/11/2008.

Copyright c Veris Australia Pty Ltd 15/09/2020.

Cadastral Boundaries

Final Surface Contours

LC12B- Rev B.dwg

Pre-development Surface

16 Sep, 2020

30105-12B Disclosure Plan DMCedits2.dwg

15.09.2020

012.5m

50 mm 150 mm SCALE BAR100 mm25m 37.5m

Drawing No Issue

DISCLOSURE PLANof Proposed LOT

being part of

Scale:

Local Authority:Locality:

Plot Date:Checked:Drawn:

Horizontal Meridian:Vertical Level Datum:

Comp File Ref:

Designed:

Issue Revisions DrawnDate

THESE DESIGNS AND DRAWINGS ARE COPYRIGHTAND ARE NOT TO BE USED OR REPRODUCED

WITHOUT THE WRITTEN PERMISSION OF VERIS

Data Sources

Original PSA

IMPORTANT NOTES:(These notes are an integral part of thisplan)This plan has been prepared forURBEX Pty Ltd for the purposes of ADisclosure Plan Under the Land Sales Act1984 (as amended).It is not to be used by any other person orcorporation or for any other purposes and issubject to the following limitations:

Please refer to the approved DevelopmentApplication for conditions relating to the LOTand to approved Operational Worksdrawings for services location and possibleeasements.

430105-12B2-DP

For

Engineering Design

A

veris.com.au

ACN 615 735 727Veris Australia Pty Ltd

BRISBANE(07) 3666 4700

MACKAY(07) 4951 2911

WHITSUNDAYS(07) 4945 1722

CAIRNS(07) 4051 6722

B00238 revB

BOO238 tin

THG Survey 20/11/2008

1:250 @ A4

Moreton Bay R. C.Mango Hill

EH 16/09/2020PS 15/09/2020

MGA, Zone 56AHD D

Empower Engineers

CAPESTONESTAGE 12B2

URBEX PTY LTD

ROAD

2

ROAD

PROPOSED

LOT 1

MADDEN

KINSELLAS

EAST

AutoCAD SHX Text
8.8
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
8.8
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.8
AutoCAD SHX Text
9.6
AutoCAD SHX Text
MADDEN
AutoCAD SHX Text
MADDEN
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
15.5
AutoCAD SHX Text
1.1
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(3.0)
AutoCAD SHX Text
379mÉ2
AutoCAD SHX Text
118%%d12'
AutoCAD SHX Text
12.5
AutoCAD SHX Text
32%%d33'40"
AutoCAD SHX Text
35.782
AutoCAD SHX Text
39.559
AutoCAD SHX Text
219%%d35'35"
AutoCAD SHX Text
320%%D54'55"
AutoCAD SHX Text
8.03
Page 3: For MADDEN · AOriginal PS IMPORTANT NOTES: (These notes are an integral part of this plan) This plan has been prepared for URBEX Pty Ltd for the purposes of A ... THG Survey 20/11/2008

1.4

1.4

1.4

1.1

1.0

1.1

1.4

1.3

1.3

1.1

1.1

1.2

1.2

0.1

0.3

0.2

0.4

0.7

0.1

0.5

0.4

0.7

0.9

1.5

1.4

1.4

0.0

PROPOSED

LOT 4

PROPOSED

LOT 2

3

3

Depth of fill, in metres, shown as:-

Where applicable, areas to be filled are shown as:

shown as:Final surface contours based on A.H.D. datum at an interval of 0.5m,

LEGEND

Retaining wall and retaining wall height, shown on the lower side of the wall, have been drawn from plans supplied by Empower andshown as:

Double tier retaining wall and retaining wall height, shown on thelower side of the wall, have been drawn from plans supplied byEmpower and shown as:

Lot 1394 on SP307899

ADDITIONAL NOTES:The LOT dimensions and area shown hereon are subject tofinal field survey and also to the requirements of Council andany other authority which may have requirements under anyrelevant legislation

Final surface contours shown hereon have been supplied byEmpower Engineers & Project Managers.

Location of retaining walls are as shown on Engineering designdrawings.Their as-constructed location may differ from theirdesign location. Retaining wall heights have been supplied byEmpower Engineers.

Compaction of any fill material placed on this site shall becompleted to level one inspection and testing services inaccordance with AS3798-2007.

Depth of fill values are calculated to the lower of thepre-development surface and the ground surface surveyed20/11/2008.

Copyright c Veris Australia Pty Ltd 15/09/2020.Cadastral Boundaries

Final Surface Contours

LC12B- Rev B.dwg

Pre-development Surface

16 Sep, 2020

30105-12B Disclosure Plan DMCedits2.dwg

15.09.2020

012.5m

50 mm 150 mm SCALE BAR100 mm25m 37.5m

Drawing No Issue

DISCLOSURE PLANof Proposed LOT

being part of

Scale:

Local Authority:Locality:

Plot Date:Checked:Drawn:

Horizontal Meridian:Vertical Level Datum:

Comp File Ref:

Designed:

Issue Revisions DrawnDate

THESE DESIGNS AND DRAWINGS ARE COPYRIGHTAND ARE NOT TO BE USED OR REPRODUCED

WITHOUT THE WRITTEN PERMISSION OF VERIS

Data Sources

Original PSA

IMPORTANT NOTES:(These notes are an integral part of thisplan)This plan has been prepared forURBEX Pty Ltd for the purposes of ADisclosure Plan Under the Land Sales Act1984 (as amended).It is not to be used by any other person orcorporation or for any other purposes and issubject to the following limitations:

Please refer to the approved DevelopmentApplication for conditions relating to the LOTand to approved Operational Worksdrawings for services location and possibleeasements.

430105-12B2-DP

For

Engineering Design

A

veris.com.au

ACN 615 735 727Veris Australia Pty Ltd

BRISBANE(07) 3666 4700

MACKAY(07) 4951 2911

WHITSUNDAYS(07) 4945 1722

CAIRNS(07) 4051 6722

B00238 revB

BOO238 tin

THG Survey 20/11/2008

1:250 @ A4

Moreton Bay R. C.Mango Hill

EH 16/09/2020PS 15/09/2020

MGA, Zone 56AHD D

Empower Engineers

CAPESTONESTAGE 12B2

URBEX PTY LTD

ROAD

3PROPOSED

LOT 5

PROPOSED

LOT 6

PROPOSED

LOT 7

ROAD

MADDEN

KINSELLAS

EAST

AutoCAD SHX Text
8.8
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.8
AutoCAD SHX Text
10.0
AutoCAD SHX Text
9.8
AutoCAD SHX Text
8.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
8.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
8.8
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.8
AutoCAD SHX Text
10.0
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.4
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
15.5
AutoCAD SHX Text
1.1
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(3.0)
AutoCAD SHX Text
407mÉ2
AutoCAD SHX Text
7.528
AutoCAD SHX Text
43.777
AutoCAD SHX Text
39.559
AutoCAD SHX Text
12.5
AutoCAD SHX Text
320%%D54'55"
AutoCAD SHX Text
225%%d58'55"
AutoCAD SHX Text
39%%d35'35"
AutoCAD SHX Text
118%%d12'
Page 4: For MADDEN · AOriginal PS IMPORTANT NOTES: (These notes are an integral part of this plan) This plan has been prepared for URBEX Pty Ltd for the purposes of A ... THG Survey 20/11/2008

1.4

1.5

1.4

1.4

1.1

1.4

1.3

1.3

1.2

1.2

0.7

0.9

1.5

1.4

1.5

1.5

1.51.4

1.5

PROPOSED

LOT 3

4

4

Depth of fill, in metres, shown as:-

Where applicable, areas to be filled are shown as:

shown as:Final surface contours based on A.H.D. datum at an interval of 0.5m,

LEGEND

Retaining wall and retaining wall height, shown on the lower side of the wall, have been drawn from plans supplied by Empower andshown as:

Double tier retaining wall and retaining wall height, shown on thelower side of the wall, have been drawn from plans supplied byEmpower and shown as:

Lot 1394 on SP307899ADDITIONAL NOTES:The LOT dimensions and area shown hereon are subject tofinal field survey and also to the requirements of Council andany other authority which may have requirements under anyrelevant legislation

Final surface contours shown hereon have been supplied byEmpower Engineers & Project Managers.

Location of retaining walls are as shown on Engineering designdrawings.Their as-constructed location may differ from theirdesign location. Retaining wall heights have been supplied byEmpower Engineers.

Compaction of any fill material placed on this site shall becompleted to level one inspection and testing services inaccordance with AS3798-2007.

Depth of fill values are calculated to the lower of thepre-development surface and the ground surface surveyed20/11/2008.

Copyright c Veris Australia Pty Ltd 15/09/2020.

Cadastral Boundaries

Final Surface Contours

LC12B- Rev B.dwg

Pre-development Surface

16 Sep, 2020

30105-12B Disclosure Plan DMCedits2.dwg

15.09.2020

012.5m

50 mm 150 mm SCALE BAR100 mm25m 37.5m

Drawing No Issue

DISCLOSURE PLANof Proposed LOT

being part of

Scale:

Local Authority:Locality:

Plot Date:Checked:Drawn:

Horizontal Meridian:Vertical Level Datum:

Comp File Ref:

Designed:

Issue Revisions DrawnDate

THESE DESIGNS AND DRAWINGS ARE COPYRIGHTAND ARE NOT TO BE USED OR REPRODUCED

WITHOUT THE WRITTEN PERMISSION OF VERIS

Data Sources

Original PSA

IMPORTANT NOTES:(These notes are an integral part of thisplan)This plan has been prepared forURBEX Pty Ltd for the purposes of ADisclosure Plan Under the Land Sales Act1984 (as amended).It is not to be used by any other person orcorporation or for any other purposes and issubject to the following limitations:

Please refer to the approved DevelopmentApplication for conditions relating to the LOTand to approved Operational Worksdrawings for services location and possibleeasements.

430105-12B2-DP

For

Engineering Design

A

veris.com.au

ACN 615 735 727Veris Australia Pty Ltd

BRISBANE(07) 3666 4700

MACKAY(07) 4951 2911

WHITSUNDAYS(07) 4945 1722

CAIRNS(07) 4051 6722

B00238 revB

BOO238 tin

THG Survey 20/11/2008

1:250 @ A4

Moreton Bay R. C.Mango Hill

EH 16/09/2020PS 15/09/2020

MGA, Zone 56AHD D

Empower Engineers

CAPESTONESTAGE 12B2

URBEX PTY LTD

ROAD

4

PROPOSED

LOT 5

ROAD

MADDEN

AutoCAD SHX Text
8.8
AutoCAD SHX Text
8.6
AutoCAD SHX Text
8.8
AutoCAD SHX Text
8.8
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.8
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.4
AutoCAD SHX Text
8.8
AutoCAD SHX Text
8.6
AutoCAD SHX Text
8.8
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
8.8
AutoCAD SHX Text
15m Wide
AutoCAD SHX Text
15m Wide
AutoCAD SHX Text
(0.2)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
15.5
AutoCAD SHX Text
1.1
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(3.0)
AutoCAD SHX Text
405mÉ2
AutoCAD SHX Text
Retaining Wall Lot 4 Min Height:- 0.8m Max Height:- 1.0m Average Height:- 0.9m
AutoCAD SHX Text
30.0
AutoCAD SHX Text
10.758
AutoCAD SHX Text
3.549
AutoCAD SHX Text
3.549
AutoCAD SHX Text
3.549
AutoCAD SHX Text
23.28
AutoCAD SHX Text
9.361
AutoCAD SHX Text
Retaining Wall Lot 4 Min Height:- 0.2m Max Height:- 1.0m Average Height:- 0.9m
AutoCAD SHX Text
315%%d58'55"
AutoCAD SHX Text
225%%d58'55"
AutoCAD SHX Text
202%%D05'25"
AutoCAD SHX Text
172%%D05'25"
AutoCAD SHX Text
142%%D05'25"
AutoCAD SHX Text
118%%d12'
AutoCAD SHX Text
45%%d58'55"
Page 5: For MADDEN · AOriginal PS IMPORTANT NOTES: (These notes are an integral part of this plan) This plan has been prepared for URBEX Pty Ltd for the purposes of A ... THG Survey 20/11/2008

1.4

1.5

1.4

1.4

1.2

1.2

0.9

1.1

1.4

1.3

1.3

1.1

1.1

1.2

1.2

1.2

0.5

0.4

0.7

0.9

1.5

1.4

1.5

1.5

1.51.4

1.5

PROPOSED

LOT 4

PROPOSED

LOT 6

5

5

Depth of fill, in metres, shown as:-

Where applicable, areas to be filled are shown as:

shown as:Final surface contours based on A.H.D. datum at an interval of 0.5m,

LEGEND

Retaining wall and retaining wall height, shown on the lower side of the wall, have been drawn from plans supplied by Empower andshown as:

Double tier retaining wall and retaining wall height, shown on thelower side of the wall, have been drawn from plans supplied byEmpower and shown as:

Lot 1394 on SP307899ADDITIONAL NOTES:The LOT dimensions and area shown hereon are subject tofinal field survey and also to the requirements of Council andany other authority which may have requirements under anyrelevant legislation

Final surface contours shown hereon have been supplied byEmpower Engineers & Project Managers.

Location of retaining walls are as shown on Engineering designdrawings.Their as-constructed location may differ from theirdesign location. Retaining wall heights have been supplied byEmpower Engineers.

Compaction of any fill material placed on this site shall becompleted to level one inspection and testing services inaccordance with AS3798-2007.

Depth of fill values are calculated to the lower of thepre-development surface and the ground surface surveyed20/11/2008.

Copyright c Veris Australia Pty Ltd 15/09/2020.

Cadastral Boundaries

Final Surface Contours

LC12B- Rev B.dwg

Pre-development Surface

16 Sep, 2020

30105-12B Disclosure Plan DMCedits2.dwg

15.09.2020

012.5m

50 mm 150 mm SCALE BAR100 mm25m 37.5m

Drawing No Issue

DISCLOSURE PLANof Proposed LOT

being part of

Scale:

Local Authority:Locality:

Plot Date:Checked:Drawn:

Horizontal Meridian:Vertical Level Datum:

Comp File Ref:

Designed:

Issue Revisions DrawnDate

THESE DESIGNS AND DRAWINGS ARE COPYRIGHTAND ARE NOT TO BE USED OR REPRODUCED

WITHOUT THE WRITTEN PERMISSION OF VERIS

Data Sources

Original PSA

IMPORTANT NOTES:(These notes are an integral part of thisplan)This plan has been prepared forURBEX Pty Ltd for the purposes of ADisclosure Plan Under the Land Sales Act1984 (as amended).It is not to be used by any other person orcorporation or for any other purposes and issubject to the following limitations:

Please refer to the approved DevelopmentApplication for conditions relating to the LOTand to approved Operational Worksdrawings for services location and possibleeasements.

430105-12B2-DP

For

Engineering Design

A

veris.com.au

ACN 615 735 727Veris Australia Pty Ltd

BRISBANE(07) 3666 4700

MACKAY(07) 4951 2911

WHITSUNDAYS(07) 4945 1722

CAIRNS(07) 4051 6722

B00238 revB

BOO238 tin

THG Survey 20/11/2008

1:250 @ A4

Moreton Bay R. C.Mango Hill

EH 16/09/2020PS 15/09/2020

MGA, Zone 56AHD D

Empower Engineers

CAPESTONESTAGE 12B2

URBEX PTY LTD

ROAD

5

PROPOSED

LOT 3

AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.8
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.8
AutoCAD SHX Text
8.8
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.8
AutoCAD SHX Text
8.8
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.8
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
8.8
AutoCAD SHX Text
15m Wide
AutoCAD SHX Text
15m Wide
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
15.5
AutoCAD SHX Text
1.1
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(3.0)
AutoCAD SHX Text
Retaining Wall Lot 5 Min Height:- 0.8m Max Height:- 1.0m Average Height:- 0.9m
AutoCAD SHX Text
375mÉ2
AutoCAD SHX Text
30.0
AutoCAD SHX Text
12.5
AutoCAD SHX Text
30.0
AutoCAD SHX Text
12.5
AutoCAD SHX Text
225%%d58'55"
AutoCAD SHX Text
315%%d58'55"
AutoCAD SHX Text
135%%d58'55"
AutoCAD SHX Text
45%%d58'55"
Page 6: For MADDEN · AOriginal PS IMPORTANT NOTES: (These notes are an integral part of this plan) This plan has been prepared for URBEX Pty Ltd for the purposes of A ... THG Survey 20/11/2008

1.4

1.5

1.4

1.4

1.2

1.2

1.0

0.9

1.1

1.0

1.1

1.4

1.3

1.3

1.1

1.1

1.2

1.2

0.3

0.1

0.5

0.4

1.4

1.5

1.4

1.5

0.0

PROPOSED

LOT 7

PROPOSED

LOT 5

6

6

Depth of fill, in metres, shown as:-

Where applicable, areas to be filled are shown as:

shown as:Final surface contours based on A.H.D. datum at an interval of 0.5m,

LEGEND

Retaining wall and retaining wall height, shown on the lower side of the wall, have been drawn from plans supplied by Empower andshown as:

Double tier retaining wall and retaining wall height, shown on thelower side of the wall, have been drawn from plans supplied byEmpower and shown as:

Lot 1394 on SP307899ADDITIONAL NOTES:The LOT dimensions and area shown hereon are subject tofinal field survey and also to the requirements of Council andany other authority which may have requirements under anyrelevant legislation

Final surface contours shown hereon have been supplied byEmpower Engineers & Project Managers.

Location of retaining walls are as shown on Engineering designdrawings.Their as-constructed location may differ from theirdesign location. Retaining wall heights have been supplied byEmpower Engineers.

Compaction of any fill material placed on this site shall becompleted to level one inspection and testing services inaccordance with AS3798-2007.

Depth of fill values are calculated to the lower of thepre-development surface and the ground surface surveyed20/11/2008.

Copyright c Veris Australia Pty Ltd 15/09/2020.

Cadastral Boundaries

Final Surface Contours

LC12B- Rev B.dwg

Pre-development Surface

16 Sep, 2020

30105-12B Disclosure Plan DMCedits2.dwg

15.09.2020

012.5m

50 mm 150 mm SCALE BAR100 mm25m 37.5m

Drawing No Issue

DISCLOSURE PLANof Proposed LOT

being part of

Scale:

Local Authority:Locality:

Plot Date:Checked:Drawn:

Horizontal Meridian:Vertical Level Datum:

Comp File Ref:

Designed:

Issue Revisions DrawnDate

THESE DESIGNS AND DRAWINGS ARE COPYRIGHTAND ARE NOT TO BE USED OR REPRODUCED

WITHOUT THE WRITTEN PERMISSION OF VERIS

Data Sources

Original PSA

IMPORTANT NOTES:(These notes are an integral part of thisplan)This plan has been prepared forURBEX Pty Ltd for the purposes of ADisclosure Plan Under the Land Sales Act1984 (as amended).It is not to be used by any other person orcorporation or for any other purposes and issubject to the following limitations:

Please refer to the approved DevelopmentApplication for conditions relating to the LOTand to approved Operational Worksdrawings for services location and possibleeasements.

430105-12B2-DP

For

Engineering Design

A

veris.com.au

ACN 615 735 727Veris Australia Pty Ltd

BRISBANE(07) 3666 4700

MACKAY(07) 4951 2911

WHITSUNDAYS(07) 4945 1722

CAIRNS(07) 4051 6722

B00238 revB

BOO238 tin

THG Survey 20/11/2008

1:250 @ A4

Moreton Bay R. C.Mango Hill

EH 16/09/2020PS 15/09/2020

MGA, Zone 56AHD D

Empower Engineers

CAPESTONESTAGE 12B2

URBEX PTY LTD

ROAD

6

PROPOSED

LOT 3

AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.4
AutoCAD SHX Text
10.0
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.6
AutoCAD SHX Text
10.0
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.4
AutoCAD SHX Text
(New Road)
AutoCAD SHX Text
(New Road)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
15.5
AutoCAD SHX Text
1.1
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(3.0)
AutoCAD SHX Text
Retaining Wall Lot 6 Min Height:- 1.0m Max Height:- 1.2m Average Height:- 1.1m
AutoCAD SHX Text
375mÉ2
AutoCAD SHX Text
30.0
AutoCAD SHX Text
12.5
AutoCAD SHX Text
30.0
AutoCAD SHX Text
12.5
AutoCAD SHX Text
45%%d58'55"
AutoCAD SHX Text
135%%d58'55"
AutoCAD SHX Text
315%%d58'55"
AutoCAD SHX Text
225%%d58'55"
Page 7: For MADDEN · AOriginal PS IMPORTANT NOTES: (These notes are an integral part of this plan) This plan has been prepared for URBEX Pty Ltd for the purposes of A ... THG Survey 20/11/2008

1.4

1.2

1.2

1.0

0.9

1.1

1.0

1.1

1.4

1.3

1.3

1.1

1.1

1.2

0.1

0.0

PROPOSED

LOT 6

7

7

Depth of fill, in metres, shown as:-

Where applicable, areas to be filled are shown as:

shown as:Final surface contours based on A.H.D. datum at an interval of 0.5m,

LEGEND

Retaining wall and retaining wall height, shown on the lower side of the wall, have been drawn from plans supplied by Empower andshown as:

Double tier retaining wall and retaining wall height, shown on thelower side of the wall, have been drawn from plans supplied byEmpower and shown as:

Lot 1394 on SP 307899ADDITIONAL NOTES:The LOT dimensions and area shown hereon are subject tofinal field survey and also to the requirements of Council andany other authority which may have requirements under anyrelevant legislation

Final surface contours shown hereon have been supplied byEmpower Engineers & Project Managers.

Location of retaining walls are as shown on Engineering designdrawings.Their as-constructed location may differ from theirdesign location. Retaining wall heights have been supplied byEmpower Engineers.

Compaction of any fill material placed on this site shall becompleted to level one inspection and testing services inaccordance with AS3798-2007.

Depth of fill values are calculated to the lower of thepre-development surface and the ground surface surveyed20/11/2008.

Copyright c Veris Australia Pty Ltd 15/09/2020.

Cadastral Boundaries

Final Surface Contours

LC12B- Rev B.dwg

Pre-development Surface

16 Sep, 2020

30105-12B Disclosure Plan DMCedits2.dwg

15.09.2020

012.5m

50 mm 150 mm SCALE BAR100 mm25m 37.5m

Drawing No Issue

DISCLOSURE PLANof Proposed LOT

being part of

Scale:

Local Authority:Locality:

Plot Date:Checked:Drawn:

Horizontal Meridian:Vertical Level Datum:

Comp File Ref:

Designed:

Issue Revisions DrawnDate

THESE DESIGNS AND DRAWINGS ARE COPYRIGHTAND ARE NOT TO BE USED OR REPRODUCED

WITHOUT THE WRITTEN PERMISSION OF VERIS

Data Sources

Original PSA

IMPORTANT NOTES:(These notes are an integral part of thisplan)This plan has been prepared forURBEX Pty Ltd for the purposes of ADisclosure Plan Under the Land Sales Act1984 (as amended).It is not to be used by any other person orcorporation or for any other purposes and issubject to the following limitations:

Please refer to the approved DevelopmentApplication for conditions relating to the LOTand to approved Operational Worksdrawings for services location and possibleeasements.

430105-12B2-DP

For

Engineering Design

A

veris.com.au

ACN 615 735 727Veris Australia Pty Ltd

BRISBANE(07) 3666 4700

MACKAY(07) 4951 2911

WHITSUNDAYS(07) 4945 1722

CAIRNS(07) 4051 6722

B00238 revB

BOO238 tin

THG Survey 20/11/2008

1:250 @ A4

Moreton Bay R. C.Mango Hill

EH 16/09/2020PS 15/09/2020

MGA, Zone 56AHD D

Empower Engineers

CAPESTONESTAGE 12B2

URBEX PTY LTD

ROAD

7

PROPOSED

LOT 3

EAST

KINSELLAS

ROAD

AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.4
AutoCAD SHX Text
10.0
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.6
AutoCAD SHX Text
10.0
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.4
AutoCAD SHX Text
(New Road)
AutoCAD SHX Text
KINSELLAS ROAD EAST
AutoCAD SHX Text
(New Road)
AutoCAD SHX Text
KINSELLAS ROAD EAST
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
(0.4)
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
15.5
AutoCAD SHX Text
1.1
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(3.0)
AutoCAD SHX Text
Retaining Wall Lot 7 Min Height:- 1.0m Max Height:- 1.2m Average Height:- 1.1m
AutoCAD SHX Text
382mÉ2
AutoCAD SHX Text
9.416
AutoCAD SHX Text
30.0
AutoCAD SHX Text
16.02
AutoCAD SHX Text
320%%d54'55"
AutoCAD SHX Text
5.43
AutoCAD SHX Text
20.021
AutoCAD SHX Text
332%%d26'30"
AutoCAD SHX Text
320%%D54'55"
AutoCAD SHX Text
5.41
AutoCAD SHX Text
Retaining Wall Lot 7 Min Height:- 0.4m Max Height:- 1.2m Average Height:- 0.8m
AutoCAD SHX Text
225%%d58'55"
AutoCAD SHX Text
135%%d58'55"
AutoCAD SHX Text
225%%d58'55"
Page 8: For MADDEN · AOriginal PS IMPORTANT NOTES: (These notes are an integral part of this plan) This plan has been prepared for URBEX Pty Ltd for the purposes of A ... THG Survey 20/11/2008

1.3

1.4

1.4 1.2

1.3

1.3

1.2

1.3

1.3

1.2

1.2

1.2

1.1

1.1

1.1

1.1

1.1

1.2

1.2

1.2

1.2

1.5

8

8

Depth of fill, in metres, shown as:-

Where applicable, areas to be filled are shown as:

shown as:Final surface contours based on A.H.D. datum at an interval of 0.5m,

LEGEND

Retaining wall and retaining wall height, shown on the lower side of the wall, have been drawn from plans supplied by Empower andshown as:

Double tier retaining wall and retaining wall height, shown on thelower side of the wall, have been drawn from plans supplied byEmpower and shown as:

Lot 1394 on SP370899

ADDITIONAL NOTES:The LOT dimensions and area shown hereon are subject tofinal field survey and also to the requirements of Council andany other authority which may have requirements under anyrelevant legislation

Final surface contours shown hereon have been supplied byEmpower Engineers & Project Managers.

Location of retaining walls are as shown on Engineering designdrawings.Their as-constructed location may differ from theirdesign location. Retaining wall heights have been supplied byEmpower Engineers.

Compaction of any fill material placed on this site shall becompleted to level one inspection and testing services inaccordance with AS3798-2007.

Depth of fill values are calculated to the lower of thepre-development surface and the ground surface surveyed20/11/2008.

Copyright c Veris Australia Pty Ltd 15/09/2020.

Cadastral Boundaries

Final Surface Contours

LC12B- Rev B.dwg

Pre-development Surface

16 Sep, 2020

30105-12B Disclosure Plan DMCedits2.dwg

15.09.2020

012.5m

50 mm 150 mm SCALE BAR100 mm25m 37.5m

Drawing No Issue

DISCLOSURE PLANof Proposed LOT

being part of

Scale:

Local Authority:Locality:

Plot Date:Checked:Drawn:

Horizontal Meridian:Vertical Level Datum:

Comp File Ref:

Designed:

Issue Revisions DrawnDate

THESE DESIGNS AND DRAWINGS ARE COPYRIGHTAND ARE NOT TO BE USED OR REPRODUCED

WITHOUT THE WRITTEN PERMISSION OF VERIS

Data Sources

Original PSA

IMPORTANT NOTES:(These notes are an integral part of thisplan)This plan has been prepared forURBEX Pty Ltd for the purposes of ADisclosure Plan Under the Land Sales Act1984 (as amended).It is not to be used by any other person orcorporation or for any other purposes and issubject to the following limitations:

Please refer to the approved DevelopmentApplication for conditions relating to the LOTand to approved Operational Worksdrawings for services location and possibleeasements.

430105-12B2-DP

For

Engineering Design

A

veris.com.au

ACN 615 735 727Veris Australia Pty Ltd

BRISBANE(07) 3666 4700

MACKAY(07) 4951 2911

WHITSUNDAYS(07) 4945 1722

CAIRNS(07) 4051 6722

B00238 revB

BOO238 tin

THG Survey 20/11/2008

1:250 @ A4

Moreton Bay R. C.Mango Hill

EH 16/09/2020PS 15/09/2020

MGA, Zone 56AHD D

Empower Engineers

CAPESTONESTAGE 12B2

URBEX PTY LTD

PROPOSED

LOT 9

8

ROAD

ROAD

PROPOSED

LOT 12

MADDEN

AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.6
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.8
AutoCAD SHX Text
8.8
AutoCAD SHX Text
8.8
AutoCAD SHX Text
8.6
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.6
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.8
AutoCAD SHX Text
8.8
AutoCAD SHX Text
8.8
AutoCAD SHX Text
8.6
AutoCAD SHX Text
15m Wide
AutoCAD SHX Text
15m Wide
AutoCAD SHX Text
15.5
AutoCAD SHX Text
1.1
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(3.0)
AutoCAD SHX Text
289mÉ2
AutoCAD SHX Text
3.105
AutoCAD SHX Text
3.105
AutoCAD SHX Text
3.105
AutoCAD SHX Text
4.013
AutoCAD SHX Text
29.939
AutoCAD SHX Text
315%%d58'55"
AutoCAD SHX Text
10.0
AutoCAD SHX Text
45%%d58'55"
AutoCAD SHX Text
23.724
AutoCAD SHX Text
120%%D54'20"
AutoCAD SHX Text
60%%D54'20"
AutoCAD SHX Text
90%%D54'20"
AutoCAD SHX Text
133%%D01'05"
AutoCAD SHX Text
225%%d58'55"
Page 9: For MADDEN · AOriginal PS IMPORTANT NOTES: (These notes are an integral part of this plan) This plan has been prepared for URBEX Pty Ltd for the purposes of A ... THG Survey 20/11/2008

1.4

1.4

1.4

0.8

1.21.1

1.2

1.2

1.3

1.3

1.2

1.3

1.3

1.2

1.2

1.2

1.1

1.1

0.9

0.9

1.0

1.1

1.1

1.1

1.2

1.2

1.2

1.2

PROPOSED

LOT 10

PROPOSED

LOT 8

9

9

Depth of fill, in metres, shown as:-

Where applicable, areas to be filled are shown as:

shown as:Final surface contours based on A.H.D. datum at an interval of 0.5m,

LEGEND

Retaining wall and retaining wall height, shown on the lower side of the wall, have been drawn from plans supplied by Empower andshown as:

Double tier retaining wall and retaining wall height, shown on thelower side of the wall, have been drawn from plans supplied byEmpower and shown as:

ADDITIONAL NOTES:The LOT dimensions and area shown hereon are subject tofinal field survey and also to the requirements of Council andany other authority which may have requirements under anyrelevant legislation

Final surface contours shown hereon have been supplied byEmpower Engineers & Project Managers.

Location of retaining walls are as shown on Engineering designdrawings.Their as-constructed location may differ from theirdesign location. Retaining wall heights have been supplied byEmpower Engineers.

Compaction of any fill material placed on this site shall becompleted to level one inspection and testing services inaccordance with AS3798-2007.

Depth of fill values are calculated to the lower of thepre-development surface and the ground surface surveyed20/11/2008.

Copyright c Veris Australia Pty Ltd 15/09/2020.

Cadastral Boundaries

Final Surface Contours

LC12B- Rev B.dwg

Pre-development Surface

16 Sep, 2020

30105-12B Disclosure Plan DMCedits2.dwg

15.09.2020

012.5m

50 mm 150 mm SCALE BAR100 mm25m 37.5m

Drawing No Issue

DISCLOSURE PLANof Proposed LOT

being part of

Scale:

Local Authority:Locality:

Plot Date:Checked:Drawn:

Horizontal Meridian:Vertical Level Datum:

Comp File Ref:

Designed:

Issue Revisions DrawnDate

THESE DESIGNS AND DRAWINGS ARE COPYRIGHTAND ARE NOT TO BE USED OR REPRODUCED

WITHOUT THE WRITTEN PERMISSION OF VERIS

Data Sources

Original PSA

IMPORTANT NOTES:(These notes are an integral part of thisplan)This plan has been prepared forURBEX Pty Ltd for the purposes of ADisclosure Plan Under the Land Sales Act1984 (as amended).It is not to be used by any other person orcorporation or for any other purposes and issubject to the following limitations:

Please refer to the approved DevelopmentApplication for conditions relating to the LOTand to approved Operational Worksdrawings for services location and possibleeasements.

430105-12B2-DP

For

Engineering Design

A

veris.com.au

ACN 615 735 727Veris Australia Pty Ltd

BRISBANE(07) 3666 4700

MACKAY(07) 4951 2911

WHITSUNDAYS(07) 4945 1722

CAIRNS(07) 4051 6722

B00238 revB

BOO238 tin

THG Survey 20/11/2008

1:250 @ A4

Moreton Bay R. C.Mango Hill

EH 16/09/2020PS 15/09/2020

MGA, Zone 56AHD D

Empower Engineers

CAPESTONESTAGE 12B2

URBEX PTY LTD

ROAD

9

PROPOSED

LOT 12

Lot 1394 on SP307899

MADDEN

AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.8
AutoCAD SHX Text
8.6
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.8
AutoCAD SHX Text
8.8
AutoCAD SHX Text
8.8
AutoCAD SHX Text
8.6
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.8
AutoCAD SHX Text
8.6
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.8
AutoCAD SHX Text
8.8
AutoCAD SHX Text
8.8
AutoCAD SHX Text
8.6
AutoCAD SHX Text
15m Wide
AutoCAD SHX Text
15m Wide
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(1.4)
AutoCAD SHX Text
15.5
AutoCAD SHX Text
1.1
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(3.0)
AutoCAD SHX Text
300mÉ2
AutoCAD SHX Text
133%%d01'05"
AutoCAD SHX Text
1.174
AutoCAD SHX Text
8.828
AutoCAD SHX Text
135%%d58'55"
AutoCAD SHX Text
30.0
AutoCAD SHX Text
29.939
AutoCAD SHX Text
315%%d58'55"
AutoCAD SHX Text
10.0
AutoCAD SHX Text
225%%d58'55"
AutoCAD SHX Text
45%%d58'55"
Page 10: For MADDEN · AOriginal PS IMPORTANT NOTES: (These notes are an integral part of this plan) This plan has been prepared for URBEX Pty Ltd for the purposes of A ... THG Survey 20/11/2008

1.4

0.9

0.8

0.8

0.9

0.8

1.2

2.1

1.1

1.0

1.1

1.2

1.2

1.3

1.3

1.2

1.3

1.3

1.2

1.2

1.2

1.1

1.1

0.9

1.0

0.9

1.0

1.1

1.1

1.1

1.2

1.2

1.2

1.3

PROPOSED

LOT 11

PROPOSED

LOT 9

10

10

Depth of fill, in metres, shown as:-

Where applicable, areas to be filled are shown as:

shown as:Final surface contours based on A.H.D. datum at an interval of 0.5m,

LEGEND

Retaining wall and retaining wall height, shown on the lower side of the wall, have been drawn from plans supplied by Empower andshown as:

Double tier retaining wall and retaining wall height, shown on thelower side of the wall, have been drawn from plans supplied byEmpower and shown as:

ADDITIONAL NOTES:The LOT dimensions and area shown hereon are subject tofinal field survey and also to the requirements of Council andany other authority which may have requirements under anyrelevant legislation

Final surface contours shown hereon have been supplied byEmpower Engineers & Project Managers.

Location of retaining walls are as shown on Engineering designdrawings.Their as-constructed location may differ from theirdesign location. Retaining wall heights have been supplied byEmpower Engineers.

Compaction of any fill material placed on this site shall becompleted to level one inspection and testing services inaccordance with AS3798-2007.

Depth of fill values are calculated to the lower of thepre-development surface and the ground surface surveyed20/11/2008.

Copyright c Veris Australia Pty Ltd 15/09/2020.

Cadastral Boundaries

Final Surface Contours

LC12B- Rev B.dwg

Pre-development Surface

16 Sep, 2020

30105-12B Disclosure Plan DMCedits2.dwg

15.09.2020

012.5m

50 mm 150 mm SCALE BAR100 mm25m 37.5m

Drawing No Issue

DISCLOSURE PLANof Proposed LOT

being part of

Scale:

Local Authority:Locality:

Plot Date:Checked:Drawn:

Horizontal Meridian:Vertical Level Datum:

Comp File Ref:

Designed:

Issue Revisions DrawnDate

THESE DESIGNS AND DRAWINGS ARE COPYRIGHTAND ARE NOT TO BE USED OR REPRODUCED

WITHOUT THE WRITTEN PERMISSION OF VERIS

Data Sources

Original PSA

IMPORTANT NOTES:(These notes are an integral part of thisplan)This plan has been prepared forURBEX Pty Ltd for the purposes of ADisclosure Plan Under the Land Sales Act1984 (as amended).It is not to be used by any other person orcorporation or for any other purposes and issubject to the following limitations:

Please refer to the approved DevelopmentApplication for conditions relating to the LOTand to approved Operational Worksdrawings for services location and possibleeasements.

430105-12B2-DP

For

Engineering Design

A

veris.com.au

ACN 615 735 727Veris Australia Pty Ltd

BRISBANE(07) 3666 4700

MACKAY(07) 4951 2911

WHITSUNDAYS(07) 4945 1722

CAIRNS(07) 4051 6722

B00238 revB

BOO238 tin

THG Survey 20/11/2008

1:250 @ A4

Moreton Bay R. C.Mango Hill

EH 16/09/2020PS 15/09/2020

MGA, Zone 56AHD D

Empower Engineers

CAPESTONESTAGE 12B2

URBEX PTY LTD

ROAD

10

PROPOSED

LOT 12

Lot 1394 on SP307899

PROPOSED

LOT 15

MADDEN

AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.8
AutoCAD SHX Text
8.6
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.8
AutoCAD SHX Text
8.6
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(1.4)
AutoCAD SHX Text
(1.4)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
15.5
AutoCAD SHX Text
1.1
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(3.0)
AutoCAD SHX Text
300mÉ2
AutoCAD SHX Text
30.0
AutoCAD SHX Text
315%%d58'55"
AutoCAD SHX Text
10.0
AutoCAD SHX Text
30.0
AutoCAD SHX Text
10.0
AutoCAD SHX Text
135%%d58'55"
AutoCAD SHX Text
45%%d58'55"
AutoCAD SHX Text
225%%d58'55"
Page 11: For MADDEN · AOriginal PS IMPORTANT NOTES: (These notes are an integral part of this plan) This plan has been prepared for URBEX Pty Ltd for the purposes of A ... THG Survey 20/11/2008

1.6

0.9

0.8

0.9

0.7

0.8

0.9

0.8

1.2

2.1

2.20.9

1.1

1.0

1.1

1.2

1.2

1.3

1.2

1.3

1.2

1.2

1.2

1.1

1.1

0.9

1.0

0.9

1.0

1.1

1.1

0.6

0.5PROPOSED

LOT 16

PROPOSED

LOT 10

11

11

Depth of fill, in metres, shown as:-

Where applicable, areas to be filled are shown as:

shown as:Final surface contours based on A.H.D. datum at an interval of 0.5m,

LEGEND

Retaining wall and retaining wall height, shown on the lower side of the wall, have been drawn from plans supplied by Empower andshown as:

Double tier retaining wall and retaining wall height, shown on thelower side of the wall, have been drawn from plans supplied byEmpower and shown as:

ADDITIONAL NOTES:The LOT dimensions and area shown hereon are subject tofinal field survey and also to the requirements of Council andany other authority which may have requirements under anyrelevant legislation

Final surface contours shown hereon have been supplied byEmpower Engineers & Project Managers.

Location of retaining walls are as shown on Engineering designdrawings.Their as-constructed location may differ from theirdesign location. Retaining wall heights have been supplied byEmpower Engineers.

Compaction of any fill material placed on this site shall becompleted to level one inspection and testing services inaccordance with AS3798-2007.

Depth of fill values are calculated to the lower of thepre-development surface and the ground surface surveyed20/11/2008.

Copyright c Veris Australia Pty Ltd 15/09/2020.

Cadastral Boundaries

Final Surface Contours

LC12B- Rev B.dwg

Pre-development Surface

16 Sep, 2020

30105-12B Disclosure Plan DMCedits2.dwg

15.09.2020

012.5m

50 mm 150 mm SCALE BAR100 mm25m 37.5m

Drawing No Issue

DISCLOSURE PLANof Proposed LOT

being part of

Scale:

Local Authority:Locality:

Plot Date:Checked:Drawn:

Horizontal Meridian:Vertical Level Datum:

Comp File Ref:

Designed:

Issue Revisions DrawnDate

THESE DESIGNS AND DRAWINGS ARE COPYRIGHTAND ARE NOT TO BE USED OR REPRODUCED

WITHOUT THE WRITTEN PERMISSION OF VERIS

Data Sources

Original PSA

IMPORTANT NOTES:(These notes are an integral part of thisplan)This plan has been prepared forURBEX Pty Ltd for the purposes of ADisclosure Plan Under the Land Sales Act1984 (as amended).It is not to be used by any other person orcorporation or for any other purposes and issubject to the following limitations:

Please refer to the approved DevelopmentApplication for conditions relating to the LOTand to approved Operational Worksdrawings for services location and possibleeasements.

430105-12B2-DP

For

Engineering Design

A

veris.com.au

ACN 615 735 727Veris Australia Pty Ltd

BRISBANE(07) 3666 4700

MACKAY(07) 4951 2911

WHITSUNDAYS(07) 4945 1722

CAIRNS(07) 4051 6722

B00238 revB

BOO238 tin

THG Survey 20/11/2008

1:250 @ A4

Moreton Bay R. C.Mango Hill

EH 16/09/2020PS 15/09/2020

MGA, Zone 56AHD D

Empower Engineers

CAPESTONESTAGE 12B2

URBEX PTY LTD

ROAD

11

PROPOSED

LOT 12

Lot 1394 on SP307899

PROPOSED

LOT 15

MADDEN

AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
8.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.6
AutoCAD SHX Text
10.0
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
8.8
AutoCAD SHX Text
10.0
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(1.4)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
15.5
AutoCAD SHX Text
1.1
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(3.0)
AutoCAD SHX Text
300mÉ2
AutoCAD SHX Text
30.0
AutoCAD SHX Text
315%%d58'55"
AutoCAD SHX Text
10.0
AutoCAD SHX Text
30.0
AutoCAD SHX Text
10.0
AutoCAD SHX Text
135%%d58'55"
AutoCAD SHX Text
Retaining Wall Lot 11 Min Height:- 1.0m Max Height:- 1.2m Average Height:- 1.1m
AutoCAD SHX Text
45%%d58'55"
AutoCAD SHX Text
225%%d58'55"
Page 12: For MADDEN · AOriginal PS IMPORTANT NOTES: (These notes are an integral part of this plan) This plan has been prepared for URBEX Pty Ltd for the purposes of A ... THG Survey 20/11/2008

1.3

1.3

1.3

1.4

1.4

1.4

1.4

1.3

1.6

1.2

2.1

2.2

2.4

1.0

1.1

1.2

1.2

1.3

1.3

1.2

1.3

1.3

1.2

1.2

1.2

1.1

1.1

1.1

1.2

1.2

1.4

1.4

1.3

PROPOSED

LOT 11

12

12

Depth of fill, in metres, shown as:-

Where applicable, areas to be filled are shown as:

shown as:Final surface contours based on A.H.D. datum at an interval of 0.5m,

LEGEND

Retaining wall and retaining wall height, shown on the lower side of the wall, have been drawn from plans supplied by Empower andshown as:

Double tier retaining wall and retaining wall height, shown on thelower side of the wall, have been drawn from plans supplied byEmpower and shown as:

Lot 1394 on SP307899ADDITIONAL NOTES:The LOT dimensions and area shown hereon are subject tofinal field survey and also to the requirements of Council andany other authority which may have requirements under anyrelevant legislation

Final surface contours shown hereon have been supplied byEmpower Engineers & Project Managers.

Location of retaining walls are as shown on Engineering designdrawings.Their as-constructed location may differ from theirdesign location. Retaining wall heights have been supplied byEmpower Engineers.

Compaction of any fill material placed on this site shall becompleted to level one inspection and testing services inaccordance with AS3798-2007.

Depth of fill values are calculated to the lower of thepre-development surface and the ground surface surveyed20/11/2008.

Copyright c Veris Australia Pty Ltd 15/09/2020.

Cadastral Boundaries

Final Surface Contours

LC12B- Rev B.dwg

Pre-development Surface

16 Sep, 2020

30105-12B Disclosure Plan DMCedits2.dwg

15.09.2020

012.5m

50 mm 150 mm SCALE BAR100 mm25m 37.5m

Drawing No Issue

DISCLOSURE PLANof Proposed LOT

being part of

Scale:

Local Authority:Locality:

Plot Date:Checked:Drawn:

Horizontal Meridian:Vertical Level Datum:

Comp File Ref:

Designed:

Issue Revisions DrawnDate

THESE DESIGNS AND DRAWINGS ARE COPYRIGHTAND ARE NOT TO BE USED OR REPRODUCED

WITHOUT THE WRITTEN PERMISSION OF VERIS

Data Sources

Original PSA

IMPORTANT NOTES:(These notes are an integral part of thisplan)This plan has been prepared forURBEX Pty Ltd for the purposes of ADisclosure Plan Under the Land Sales Act1984 (as amended).It is not to be used by any other person orcorporation or for any other purposes and issubject to the following limitations:

Please refer to the approved DevelopmentApplication for conditions relating to the LOTand to approved Operational Worksdrawings for services location and possibleeasements.

430105-12B2-DP

For

Engineering Design

A

veris.com.au

ACN 615 735 727Veris Australia Pty Ltd

BRISBANE(07) 3666 4700

MACKAY(07) 4951 2911

WHITSUNDAYS(07) 4945 1722

CAIRNS(07) 4051 6722

B00238 revB

BOO238 tin

THG Survey 20/11/2008

1:250 @ A4

Moreton Bay R. C.Mango Hill

EH 16/09/2020PS 15/09/2020

MGA, Zone 56AHD D

Empower Engineers

CAPESTONESTAGE 12B2

URBEX PTY LTD

ROAD

25m 37.5m 12.5m

12

PROPOSED

LOT 13

PROPOSED

LOT 10

PROPOSED

LOT 9

PROPOSED

LOT 8

PROPOSED

LOT 15

PROPOSED

LOT 14

AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.0
AutoCAD SHX Text
10.0
AutoCAD SHX Text
10.2
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.6
AutoCAD SHX Text
10.0
AutoCAD SHX Text
10.2
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.0
AutoCAD SHX Text
(New Road)
AutoCAD SHX Text
(New Road)
AutoCAD SHX Text
(New Road)
AutoCAD SHX Text
(New Road)
AutoCAD SHX Text
(0.6)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(1.4)
AutoCAD SHX Text
(1.4)
AutoCAD SHX Text
(1.4)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
15.5
AutoCAD SHX Text
1.1
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(3.0)
AutoCAD SHX Text
420mÉ2
AutoCAD SHX Text
14.0
AutoCAD SHX Text
135%%d58'55"
AutoCAD SHX Text
30.0
AutoCAD SHX Text
14.0
AutoCAD SHX Text
315%%d58'55"
AutoCAD SHX Text
30.0
AutoCAD SHX Text
225%%d58'55"
AutoCAD SHX Text
45%%d58'55"
Page 13: For MADDEN · AOriginal PS IMPORTANT NOTES: (These notes are an integral part of this plan) This plan has been prepared for URBEX Pty Ltd for the purposes of A ... THG Survey 20/11/2008

1.3

1.3

1.3

1.4

1.4

1.4

1.4

1.3

2.0

1.2

2.2

2.4

2.5

1.2

1.3

1.3

1.3

1.4

1.4

1.3

13

13

Depth of fill, in metres, shown as:-

Where applicable, areas to be filled are shown as:

shown as:Final surface contours based on A.H.D. datum at an interval of 0.5m,

LEGEND

Retaining wall and retaining wall height, shown on the lower side of the wall, have been drawn from plans supplied by Empower andshown as:

Double tier retaining wall and retaining wall height, shown on thelower side of the wall, have been drawn from plans supplied byEmpower and shown as:

Lot 1394 on SP307899ADDITIONAL NOTES:The LOT dimensions and area shown hereon are subject tofinal field survey and also to the requirements of Council andany other authority which may have requirements under anyrelevant legislation

Final surface contours shown hereon have been supplied byEmpower Engineers & Project Managers.

Location of retaining walls are as shown on Engineering designdrawings.Their as-constructed location may differ from theirdesign location. Retaining wall heights have been supplied byEmpower Engineers.

Compaction of any fill material placed on this site shall becompleted to level one inspection and testing services inaccordance with AS3798-2007.

Depth of fill values are calculated to the lower of thepre-development surface and the ground surface surveyed20/11/2008.

Copyright c Veris Australia Pty Ltd 15/09/2020.

Cadastral Boundaries

Final Surface Contours

LC12B- Rev B.dwg

Pre-development Surface

16 Sep, 2020

30105-12B Disclosure Plan DMCedits2.dwg

15.09.2020

012.5m

50 mm 150 mm SCALE BAR100 mm25m 37.5m

Drawing No Issue

DISCLOSURE PLANof Proposed LOT

being part of

Scale:

Local Authority:Locality:

Plot Date:Checked:Drawn:

Horizontal Meridian:Vertical Level Datum:

Comp File Ref:

Designed:

Issue Revisions DrawnDate

THESE DESIGNS AND DRAWINGS ARE COPYRIGHTAND ARE NOT TO BE USED OR REPRODUCED

WITHOUT THE WRITTEN PERMISSION OF VERIS

Data Sources

Original PSA

IMPORTANT NOTES:(These notes are an integral part of thisplan)This plan has been prepared forURBEX Pty Ltd for the purposes of ADisclosure Plan Under the Land Sales Act1984 (as amended).It is not to be used by any other person orcorporation or for any other purposes and issubject to the following limitations:

Please refer to the approved DevelopmentApplication for conditions relating to the LOTand to approved Operational Worksdrawings for services location and possibleeasements.

430105-12B2-DP

For

Engineering Design

A

veris.com.au

ACN 615 735 727Veris Australia Pty Ltd

BRISBANE(07) 3666 4700

MACKAY(07) 4951 2911

WHITSUNDAYS(07) 4945 1722

CAIRNS(07) 4051 6722

B00238 revB

BOO238 tin

THG Survey 20/11/2008

1:250 @ A4

Moreton Bay R. C.Mango Hill

EH 16/09/2020PS 15/09/2020

MGA, Zone 56AHD D

Empower Engineers

CAPESTONESTAGE 12B2

URBEX PTY LTD

ROAD

13

PROPOSED

LOT 12

PROPOSED

LOT 15

PROPOSED

LOT 14

EAST

KINSELLAS

ROAD

25m 37.5m 12.5m

AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.4
AutoCAD SHX Text
11.0
AutoCAD SHX Text
10.6
AutoCAD SHX Text
10.4
AutoCAD SHX Text
10.0
AutoCAD SHX Text
10.2
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.8
AutoCAD SHX Text
10.0
AutoCAD SHX Text
10.2
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.2
AutoCAD SHX Text
9.4
AutoCAD SHX Text
11.0
AutoCAD SHX Text
10.6
AutoCAD SHX Text
10.4
AutoCAD SHX Text
(New Road)
AutoCAD SHX Text
(New Road)
AutoCAD SHX Text
(New Road)
AutoCAD SHX Text
(New Road)
AutoCAD SHX Text
(0.6)
AutoCAD SHX Text
(0.4)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(1.4)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
(1.4)
AutoCAD SHX Text
(1.6)
AutoCAD SHX Text
(1.4)
AutoCAD SHX Text
15.5
AutoCAD SHX Text
1.1
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(3.0)
AutoCAD SHX Text
413mÉ2
AutoCAD SHX Text
135%%d58'55"
AutoCAD SHX Text
30.0
AutoCAD SHX Text
0%%d59'
AutoCAD SHX Text
3.09
AutoCAD SHX Text
11.3
AutoCAD SHX Text
13.939
AutoCAD SHX Text
315%%d54'35"
AutoCAD SHX Text
18.154
AutoCAD SHX Text
318%%d48'20"
AutoCAD SHX Text
9.672
AutoCAD SHX Text
Retaining Wall Lot 13 Min Height:- 0.4m Max Height:- 1.0m Average Height:- 0.7m
AutoCAD SHX Text
45%%d58'55"
AutoCAD SHX Text
225%%d58'55"
Page 14: For MADDEN · AOriginal PS IMPORTANT NOTES: (These notes are an integral part of this plan) This plan has been prepared for URBEX Pty Ltd for the purposes of A ... THG Survey 20/11/2008

1.4

1.3

2.0

2.0

1.7

1.60.9

2.1

2.2

2.4

2.5

0.9

1.1

1.0

1.1

1.2

1.4

1.5

1.4

1.4

1.3

PROPOSED

LOT 15

PROPOSED

LOT 13

14

14

Depth of fill, in metres, shown as:-

Where applicable, areas to be filled are shown as:

shown as:Final surface contours based on A.H.D. datum at an interval of 0.5m,

LEGEND

Retaining wall and retaining wall height, shown on the lower side of the wall, have been drawn from plans supplied by Empower andshown as:

Double tier retaining wall and retaining wall height, shown on thelower side of the wall, have been drawn from plans supplied byEmpower and shown as:

Lot 1394 on SP307899ADDITIONAL NOTES:The LOT dimensions and area shown hereon are subject tofinal field survey and also to the requirements of Council andany other authority which may have requirements under anyrelevant legislation

Final surface contours shown hereon have been supplied byEmpower Engineers & Project Managers.

Location of retaining walls are as shown on Engineering designdrawings.Their as-constructed location may differ from theirdesign location. Retaining wall heights have been supplied byEmpower Engineers.

Compaction of any fill material placed on this site shall becompleted to level one inspection and testing services inaccordance with AS3798-2007.

Depth of fill values are calculated to the lower of thepre-development surface and the ground surface surveyed20/11/2008.

Copyright c Veris Australia Pty Ltd 15/09/2020.

Cadastral Boundaries

Final Surface Contours

LC12B- Rev B.dwg

Pre-development Surface

16 Sep, 2020

30105-12B Disclosure Plan DMCedits2.dwg

15.09.2020

012.5m

50 mm 150 mm SCALE BAR100 mm25m 37.5m

Drawing No Issue

DISCLOSURE PLANof Proposed LOT

being part of

Scale:

Local Authority:Locality:

Plot Date:Checked:Drawn:

Horizontal Meridian:Vertical Level Datum:

Comp File Ref:

Designed:

Issue Revisions DrawnDate

THESE DESIGNS AND DRAWINGS ARE COPYRIGHTAND ARE NOT TO BE USED OR REPRODUCED

WITHOUT THE WRITTEN PERMISSION OF VERIS

Data Sources

Original PSA

IMPORTANT NOTES:(These notes are an integral part of thisplan)This plan has been prepared forURBEX Pty Ltd for the purposes of ADisclosure Plan Under the Land Sales Act1984 (as amended).It is not to be used by any other person orcorporation or for any other purposes and issubject to the following limitations:

Please refer to the approved DevelopmentApplication for conditions relating to the LOTand to approved Operational Worksdrawings for services location and possibleeasements.

430105-12B2-DP

For

Engineering Design

A

veris.com.au

ACN 615 735 727Veris Australia Pty Ltd

BRISBANE(07) 3666 4700

MACKAY(07) 4951 2911

WHITSUNDAYS(07) 4945 1722

CAIRNS(07) 4051 6722

B00238 revB

BOO238 tin

THG Survey 20/11/2008

1:250 @ A4

Moreton Bay R. C.Mango Hill

EH 16/09/2020PS 15/09/2020

MGA, Zone 56AHD D

Empower Engineers

CAPESTONESTAGE 12B2

URBEX PTY LTDPROPOSED

LOT 12

14

ZANDER COURT

EAST

KINSELLAS

ROAD

AutoCAD SHX Text
10.6
AutoCAD SHX Text
11.0
AutoCAD SHX Text
11.0
AutoCAD SHX Text
11.0
AutoCAD SHX Text
10.8
AutoCAD SHX Text
10.6
AutoCAD SHX Text
10.4
AutoCAD SHX Text
10.6
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
10.6
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
10.4
AutoCAD SHX Text
10.8
AutoCAD SHX Text
10.6
AutoCAD SHX Text
11.0
AutoCAD SHX Text
11.0
AutoCAD SHX Text
11.0
AutoCAD SHX Text
10.8
AutoCAD SHX Text
10.6
AutoCAD SHX Text
10.4
AutoCAD SHX Text
10.4
AutoCAD SHX Text
ZANDER
AutoCAD SHX Text
ZANDER
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(1.4)
AutoCAD SHX Text
(0.4)
AutoCAD SHX Text
(0.6)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(1.4)
AutoCAD SHX Text
(1.6)
AutoCAD SHX Text
(1.4)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
15.5
AutoCAD SHX Text
1.1
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(3.0)
AutoCAD SHX Text
416mÉ2
AutoCAD SHX Text
Retaining Wall Lot 14 Min Height:- 1.4m Max Height:- 1.6m Average Height:-1.5m
AutoCAD SHX Text
Retaining Wall Lot 14 Min Height:- 0.4m Max Height:- 1.4m Average Height:- 0.9m
AutoCAD SHX Text
13.939
AutoCAD SHX Text
30.0
AutoCAD SHX Text
135%%d58'55"
AutoCAD SHX Text
2.829
AutoCAD SHX Text
11.903
AutoCAD SHX Text
225%%d58'55"
AutoCAD SHX Text
315%%d54'35"
AutoCAD SHX Text
28.0
AutoCAD SHX Text
45%%d58'55"
AutoCAD SHX Text
270%%d58'35"
Page 15: For MADDEN · AOriginal PS IMPORTANT NOTES: (These notes are an integral part of this plan) This plan has been prepared for URBEX Pty Ltd for the purposes of A ... THG Survey 20/11/2008

1.4

2.0

2.0

1.7

1.6

0.9

0.8

0.9

0.8

1.2

2.1

2.2

2.4

2.5

0.9

1.1

1.0

1.1

1.2 0.9

1.0

0.8

0.6

1.1

1.2

1.4

1.5

1.4

1.3 PROPOSED

LOT 16

PROPOSED

LOT 1415

15

Depth of fill, in metres, shown as:-

Where applicable, areas to be filled are shown as:

shown as:Final surface contours based on A.H.D. datum at an interval of 0.5m,

LEGEND

Retaining wall and retaining wall height, shown on the lower side of the wall, have been drawn from plans supplied by Empower andshown as:

Double tier retaining wall and retaining wall height, shown on thelower side of the wall, have been drawn from plans supplied byEmpower and shown as:

Lot 1394 on SP307899ADDITIONAL NOTES:The LOT dimensions and area shown hereon are subject tofinal field survey and also to the requirements of Council andany other authority which may have requirements under anyrelevant legislation

Final surface contours shown hereon have been supplied byEmpower Engineers & Project Managers.

Location of retaining walls are as shown on Engineering designdrawings.Their as-constructed location may differ from theirdesign location. Retaining wall heights have been supplied byEmpower Engineers.

Compaction of any fill material placed on this site shall becompleted to level one inspection and testing services inaccordance with AS3798-2007.

Depth of fill values are calculated to the lower of thepre-development surface and the ground surface surveyed20/11/2008.

Copyright c Veris Australia Pty Ltd 15/09/2020.

Cadastral Boundaries

Final Surface Contours

LC12B- Rev B.dwg

Pre-development Surface

16 Sep, 2020

30105-12B Disclosure Plan DMCedits2.dwg

15.09.2020

012.5m

50 mm 150 mm SCALE BAR100 mm25m 37.5m

Drawing No Issue

DISCLOSURE PLANof Proposed LOT

being part of

Scale:

Local Authority:Locality:

Plot Date:Checked:Drawn:

Horizontal Meridian:Vertical Level Datum:

Comp File Ref:

Designed:

Issue Revisions DrawnDate

THESE DESIGNS AND DRAWINGS ARE COPYRIGHTAND ARE NOT TO BE USED OR REPRODUCED

WITHOUT THE WRITTEN PERMISSION OF VERIS

Data Sources

Original PSA

IMPORTANT NOTES:(These notes are an integral part of thisplan)This plan has been prepared forURBEX Pty Ltd for the purposes of ADisclosure Plan Under the Land Sales Act1984 (as amended).It is not to be used by any other person orcorporation or for any other purposes and issubject to the following limitations:

Please refer to the approved DevelopmentApplication for conditions relating to the LOTand to approved Operational Worksdrawings for services location and possibleeasements.

430105-12B2-DP

For

Engineering Design

A

veris.com.au

ACN 615 735 727Veris Australia Pty Ltd

BRISBANE(07) 3666 4700

MACKAY(07) 4951 2911

WHITSUNDAYS(07) 4945 1722

CAIRNS(07) 4051 6722

B00238 revB

BOO238 tin

THG Survey 20/11/2008

1:250 @ A4

Moreton Bay R. C.Mango Hill

EH 16/09/2020PS 15/09/2020

MGA, Zone 56AHD D

Empower Engineers

CAPESTONESTAGE 12B2

URBEX PTY LTD

ZANDER COURT

PROPOSED

LOT 17

PROPOSED

LOT 12PROPOSED

LOT 11

PROPOSED

LOT 13

15

PROPOSED

LOT 10

AutoCAD SHX Text
10.6
AutoCAD SHX Text
11.0
AutoCAD SHX Text
11.0
AutoCAD SHX Text
10.8
AutoCAD SHX Text
10.6
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.6
AutoCAD SHX Text
10.6
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.6
AutoCAD SHX Text
10.4
AutoCAD SHX Text
10.0
AutoCAD SHX Text
10.6
AutoCAD SHX Text
11.0
AutoCAD SHX Text
11.0
AutoCAD SHX Text
10.8
AutoCAD SHX Text
10.4
AutoCAD SHX Text
10.0
AutoCAD SHX Text
(0.6)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
(0.4)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(1.4)
AutoCAD SHX Text
(1.4)
AutoCAD SHX Text
(1.4)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
15.5
AutoCAD SHX Text
1.1
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(3.0)
AutoCAD SHX Text
Retaining Wall Lot 15 Min Height:- 1.4m Max Height:- 1.4m Average Height:- 1.4m
AutoCAD SHX Text
420mÉ2
AutoCAD SHX Text
315%%d58'55"
AutoCAD SHX Text
30.0
AutoCAD SHX Text
225%%d58'55"
AutoCAD SHX Text
14.0
AutoCAD SHX Text
135%%d58'55"
AutoCAD SHX Text
30.0
AutoCAD SHX Text
14.0
AutoCAD SHX Text
45%%d58'55"
Page 16: For MADDEN · AOriginal PS IMPORTANT NOTES: (These notes are an integral part of this plan) This plan has been prepared for URBEX Pty Ltd for the purposes of A ... THG Survey 20/11/2008

1.7

1.6

0.9

0.8

0.9

0.7

0.8

0.9

0.8

2.1

0.9

1.1

1.0

1.1

1.2

1.2

1.2

1.1

1.1

0.9

1.0

0.9

1.0

0.8

0.6

0.5

1.1

PROPOSED

LOT 17

PROPOSED

LOT 11

16

16

Depth of fill, in metres, shown as:-

Where applicable, areas to be filled are shown as:

shown as:Final surface contours based on A.H.D. datum at an interval of 0.5m,

LEGEND

Retaining wall and retaining wall height, shown on the lower side of the wall, have been drawn from plans supplied by Empower andshown as:

Double tier retaining wall and retaining wall height, shown on thelower side of the wall, have been drawn from plans supplied byEmpower and shown as:

ADDITIONAL NOTES:The LOT dimensions and area shown hereon are subject tofinal field survey and also to the requirements of Council andany other authority which may have requirements under anyrelevant legislation

Final surface contours shown hereon have been supplied byEmpower Engineers & Project Managers.

Location of retaining walls are as shown on Engineering designdrawings.Their as-constructed location may differ from theirdesign location. Retaining wall heights have been supplied byEmpower Engineers.

Compaction of any fill material placed on this site shall becompleted to level one inspection and testing services inaccordance with AS3798-2007.

Depth of fill values are calculated to the lower of thepre-development surface and the ground surface surveyed20/11/2008.

Copyright c Veris Australia Pty Ltd 15/09/2020.

Cadastral Boundaries

Final Surface Contours

LC12B- Rev B.dwg

Pre-development Surface

16 Sep, 2020

30105-12B Disclosure Plan DMCedits2.dwg

15.09.2020

012.5m

50 mm 150 mm SCALE BAR100 mm25m 37.5m

Drawing No Issue

DISCLOSURE PLANof Proposed LOT

being part of

Scale:

Local Authority:Locality:

Plot Date:Checked:Drawn:

Horizontal Meridian:Vertical Level Datum:

Comp File Ref:

Designed:

Issue Revisions DrawnDate

THESE DESIGNS AND DRAWINGS ARE COPYRIGHTAND ARE NOT TO BE USED OR REPRODUCED

WITHOUT THE WRITTEN PERMISSION OF VERIS

Data Sources

Original PSA

IMPORTANT NOTES:(These notes are an integral part of thisplan)This plan has been prepared forURBEX Pty Ltd for the purposes of ADisclosure Plan Under the Land Sales Act1984 (as amended).It is not to be used by any other person orcorporation or for any other purposes and issubject to the following limitations:

Please refer to the approved DevelopmentApplication for conditions relating to the LOTand to approved Operational Worksdrawings for services location and possibleeasements.

430105-12B2-DP

For

Engineering Design

A

veris.com.au

ACN 615 735 727Veris Australia Pty Ltd

BRISBANE(07) 3666 4700

MACKAY(07) 4951 2911

WHITSUNDAYS(07) 4945 1722

CAIRNS(07) 4051 6722

B00238 revB

BOO238 tin

THG Survey 20/11/2008

1:250 @ A4

Moreton Bay R. C.Mango Hill

EH 16/09/2020PS 15/09/2020

MGA, Zone 56AHD D

Empower Engineers

CAPESTONESTAGE 12B2

URBEX PTY LTD

MADDEN ROAD

16

Lot 1394 on SP307899

PROPOSED

LOT 15

AutoCAD SHX Text
9.4
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.8
AutoCAD SHX Text
10.0
AutoCAD SHX Text
9.4
AutoCAD SHX Text
10.0
AutoCAD SHX Text
COURT
AutoCAD SHX Text
COURT
AutoCAD SHX Text
(0.4)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(1.4)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
15.5
AutoCAD SHX Text
1.1
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(3.0)
AutoCAD SHX Text
300mÉ2
AutoCAD SHX Text
30.0
AutoCAD SHX Text
315%%d58'55"
AutoCAD SHX Text
10.0
AutoCAD SHX Text
30.0
AutoCAD SHX Text
10.0
AutoCAD SHX Text
135%%d58'55"
AutoCAD SHX Text
Retaining Wall Lot 11 Min Height:- 0.8m Max Height:- 1.0m Average Height:- 0.9m
AutoCAD SHX Text
225%%d58'55"
AutoCAD SHX Text
45%%d58'55"
Page 17: For MADDEN · AOriginal PS IMPORTANT NOTES: (These notes are an integral part of this plan) This plan has been prepared for URBEX Pty Ltd for the purposes of A ... THG Survey 20/11/2008

1.6

0.9

0.8

0.9

0.7

0.8

0.9

0.8

0.9

1.1

1.0

1.1

1.1

0.9

1.0

0.8

0.6

0.5

1.1

1.2

PROPOSED

LOT 16

17

17

Depth of fill, in metres, shown as:-

Where applicable, areas to be filled are shown as:

shown as:Final surface contours based on A.H.D. datum at an interval of 0.5m,

LEGEND

Retaining wall and retaining wall height, shown on the lower side of the wall, have been drawn from plans supplied by Empower andshown as:

Double tier retaining wall and retaining wall height, shown on thelower side of the wall, have been drawn from plans supplied byEmpower and shown as:

ADDITIONAL NOTES:The LOT dimensions and area shown hereon are subject tofinal field survey and also to the requirements of Council andany other authority which may have requirements under anyrelevant legislation

Final surface contours shown hereon have been supplied byEmpower Engineers & Project Managers.

Location of retaining walls are as shown on Engineering designdrawings.Their as-constructed location may differ from theirdesign location. Retaining wall heights have been supplied byEmpower Engineers.

Compaction of any fill material placed on this site shall becompleted to level one inspection and testing services inaccordance with AS3798-2007.

Depth of fill values are calculated to the lower of thepre-development surface and the ground surface surveyed20/11/2008.

Copyright c Veris Australia Pty Ltd 15/09/2020.

Cadastral Boundaries

Final Surface Contours

LC12B- Rev B.dwg

Pre-development Surface

16 Sep, 2020

30105-12B Disclosure Plan DMCedits2.dwg

15.09.2020

012.5m

50 mm 150 mm SCALE BAR100 mm25m 37.5m

Drawing No Issue

DISCLOSURE PLANof Proposed LOT

being part of

Scale:

Local Authority:Locality:

Plot Date:Checked:Drawn:

Horizontal Meridian:Vertical Level Datum:

Comp File Ref:

Designed:

Issue Revisions DrawnDate

THESE DESIGNS AND DRAWINGS ARE COPYRIGHTAND ARE NOT TO BE USED OR REPRODUCED

WITHOUT THE WRITTEN PERMISSION OF VERIS

Data Sources

Original PSA

IMPORTANT NOTES:(These notes are an integral part of thisplan)This plan has been prepared forURBEX Pty Ltd for the purposes of ADisclosure Plan Under the Land Sales Act1984 (as amended).It is not to be used by any other person orcorporation or for any other purposes and issubject to the following limitations:

Please refer to the approved DevelopmentApplication for conditions relating to the LOTand to approved Operational Worksdrawings for services location and possibleeasements.

430105-12B2-DP

For

Engineering Design

A

veris.com.au

ACN 615 735 727Veris Australia Pty Ltd

BRISBANE(07) 3666 4700

MACKAY(07) 4951 2911

WHITSUNDAYS(07) 4945 1722

CAIRNS(07) 4051 6722

B00238 revB

BOO238 tin

THG Survey 20/11/2008

1:250 @ A4

Moreton Bay R. C.Mango Hill

EH 16/09/2020PS 15/09/2020

MGA, Zone 56AHD D

Empower Engineers

CAPESTONESTAGE 12B2

URBEX PTY LTD

MADDEN ROAD

17

Lot 1394 on SP307899

PROPOSED

LOT 15ZANDER

C

OURT

AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.8
AutoCAD SHX Text
9.6
AutoCAD SHX Text
9.8
AutoCAD SHX Text
10.4
AutoCAD SHX Text
10.0
AutoCAD SHX Text
10.4
AutoCAD SHX Text
10.0
AutoCAD SHX Text
COURT
AutoCAD SHX Text
COURT
AutoCAD SHX Text
(0.4)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(1.0)
AutoCAD SHX Text
(0.8)
AutoCAD SHX Text
15.5
AutoCAD SHX Text
1.1
AutoCAD SHX Text
(1.2)
AutoCAD SHX Text
(3.0)
AutoCAD SHX Text
291mÉ2
AutoCAD SHX Text
Retaining Wall Lot 17 Min Height:- 0.4m Max Height:- 0.8m Average Height:- 0.6m
AutoCAD SHX Text
30.0
AutoCAD SHX Text
135%%D58'55''
AutoCAD SHX Text
16.0
AutoCAD SHX Text
150%%D59'
AutoCAD SHX Text
3.106
AutoCAD SHX Text
3.106
AutoCAD SHX Text
180%%D59'
AutoCAD SHX Text
210%%D59'
AutoCAD SHX Text
3.105
AutoCAD SHX Text
225%%d58'55"
AutoCAD SHX Text
24.0
AutoCAD SHX Text
315%%d58'55"
AutoCAD SHX Text
40.0
AutoCAD SHX Text
45%%d58'55"