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Civil Engineering Report
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Civil Engineering Report Multi-Residential Development 23 Bottlebrush Avenue, Noosa Head Date 22 May 2025 Prepared by MPN Consulting Pty Ltd Level 4, Building 3, Kings Row Office Park 42 McDougall Street, Milton, Qld, 4064
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Full text of sections 2 to 31 (of 76)
Section 2
Revision Status
MPN Reference No: 10256
Client: John Haines
Site Address: 23 Bottlebrush Avenue, Noosa Head, QLD 4567
Report Title: Civil Engineering Report
Document Control
Version Date Author Reviewer Approved RPEQ
Issue A 22/05/2025 Chirag Kodgule Lachlan Stephenson 16903
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Section 3
Contents
1 > Executive Summary 5
2 > Purpose 6
3 > Introduction 6
3.1 Project Description 6
4 > Site Characteristics 7
4.1 Site Location 7
4.2 Topography and Existing Site Drainage 7
5 > Site Data 8
6 > Stormwater 8
7 > Water Supply 8
8 > Sewer 9
9 > Roadworks 9
10 > Earthworks 10
11 > Electricity and Communications 10
12 > Gas 10
13 > Codes 11
14 > Conclusion 12
15 > Limitations of Report 12
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Section 4
Table of Figures
Figure 1 - Proposed Development 6
Figure 2 - Site Location 7
Table of Appendices
Appendix A. Architectural Plans 13
Appendix B. Survey Plan 14
Appendix C. MPN Plans 15
Appendix D. NBN BYDA Plans 16
Appendix E. Energex BYDA Plan 17
Appendix F. Telstra BYDA Plan 18
Appendix G. Codes 19
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Section 5
1 > Executive Summary
This engineering report has been commissioned by John Haines in support of the Development
Application for the proposed multi-residential development at 23 Bottlebrush Avenue, Noosa Head.
This report addresses the following Engineering aspects of the proposed development:
• Topography
• Water
• Sewer
• Roadworks
• Earthworks
• Electricity and Telecommunications
• Gas
• Codes.
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Section 6
2 > Purpose
This Civil Engineering Report has been prepared in support of the Development Application for the
proposed multi-residential development at 23 Bottlebrush Avenue, Noosa Head.
3 > Introduction
3.1 Project Description
The current proposal involves multi-dwelling key worker accommodation. The site slopes from the north-
eastern side to the south-western side. The existing dwelling and ancillary structures on the site will be
demolished as part of the development.
The site will largely be earthworked and regraded to allow for stormwater discharge to bottlebrush
Avenue. The development works will ensure the proposed site are adequately serviced for site services
including, water, sewer, and stormwater.
The proposed development is depicted on the architectural plan prepared by Studio Workshop
Architects attached in Appendix A, with excerpt below.
Figure 1 - Proposed Development
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Section 7
4 > Site Characteristics
4.1 Site Location
The site is located at 23 Bottlebrush Avenue, Noosa Head. The lot is formally known as Lot 140 on RP88934.
The site is accessed from Bottlebrush Avenue to the west, with residential properties to the north, east
and south.
The site location is shown in Figure 2 below, with site survey plans attached in Appendix B
Figure 2 - Site Location
4.2 Topography and Existing Site Drainage
The existing site contains a residential dwelling, ancillary structures, driveways from Bottlebrush
avenue and a grassed area.
The existing site has a max RL of 37.2m AHD in the north-east side of the site. The lowest point of the site
is located in the south-west side with an RL of 31.0m AHD with an average slope of 18.5%
Stormwater runoff from the existing site discharges into the neighbouring property east of the site.
A copy of a survey plan for the site is attached in Appendix B.
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Section 8
5 > Site Data
Site data has been obtained from the following sources of information:
• Noosa Shire Council Interactive Mapping
• Noosa Shire Council (NSC)
• Before You Dig Australia (BYDA)
• Satellite imagery
• Site survey.
• Relevant Reports.
6 > Stormwater
A site-based stormwater management plan has been completed for the site and will be lodged under
separate cover.
7 > Water Supply
Inspection of the water network from Noosa Shire Council mapping, Survey and UW GIS shows the
following services:
• An existing 100mm dia AC water main is located on the eastern verge of Bottlebrush Avenue to site
frontage.
• An existing 20mm dia property connection line located off the existing water main.
It is proposed to provide new property connections to the existing water main in Bottlebrush Avenue to
service a lot. The existing property connection and meter service will be abandoned in accordance with
Unitywater requirement.
The size of the water meters and the connection arrangement will be confirmed in consultation with the
hydraulic consultants and Unitywater during the detailed design phase.
The existing and proposed water infrastructure in the vicinity of the site is shown on MPN Plan 10256–
DA.04 attached in Appendix C.
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Section 9
8 > Sewer
Inspection of the sewer network from Noosa Shire Council mapping, Survey and UW GIS show the
following services:
• An existing 150mm AC reticulation sewer main located within the south-western side of site near
property boundary.
• An existing sewer property connection located off the existing main.
It is proposed to provide a new sewer property connection to the existing main located within site to
service a lot. The existing property connection will be removed in accordance with Unitywater
requirements.
An easement will be provided over the main per Unity Water requirements.
The existing and proposed sewer infrastructure in the vicinity of the site is shown on MPN Plan 10256–
DA.04 attached in Appendix C.
9 > Roadworks
The proposed development will be accessed via a new crossover, off Bottlebrush Avenue. The driveway
will be located to adequate separation to the existing gully pits, existing street lights and gully pits. The
existing crossover in the site will be removed and the verge reinstated as per Noosa council and
Australian Standard requirement.
No further external roadworks will be completed as part of the subdivisional works.
All the driveway works will be designed and constructed in accordance with relevant Noosa Council and
Australian Standards.
The proposed driveway layout is shown on MPN Plan 10256–DA.03, attached in Appendix C.
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Section 10
10 > Earthworks
The proposed development will involve earthworks to construct building pads and stormwater detention
tank along with trenching for underground services and utilities.
Retaining wall of up to 3m in height will be provided along the site boundaries to tie in with the adjacent
properties. Retaining walls will be facing internally to ensure minimal visual impact to the neighbouring
properties.
Any design and construction of earthworks will be in accordance with the recommendations of AS3798
Guidelines on Earthworks for Commercial and Residential Developments.
All filling operations will be completed under Level 1 Supervision.
As the site is located above RL 5.0m, the development would not be subject to the State Planning Policy
July 2017 and consequently there is no requirement for an Acid Sulfate Soil investigation to be
undertaken as part of the Development Application.
A preliminary earthworks plan is included on MPN Plan 10256-DA.01 and DA.02 attached in Appendix C.
11 >Electricity and Communications
The proposed development will be serviced for electrical and telecommunications services from the
existing overhead and underground infrastructure in Bottlebrush Avenue. All works will be undertaken in
accordance with the relevant authority to provide the required level of service.
12 > Gas
There are no existing gas mains in the vicinity of the site. If a gas service is required to service the
proposed development, APA will need to be contacted to arrange a connection to the site.
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Section 11
13 > Codes
The following Noosa Council Planning Codes have been addressed as part of this development. The
code responses are attached in Appendix G.
• Earthwork Code
• Water Sensitive Design Code
• Existing Service Code
• Water quality and Drainage Code
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Section 12
14 > Conclusion
It is proposed to provide a new water property connection to the existing water main in Bottlebrush
Avenue to service a lot. The existing property connection and meter service will be abandoned in
accordance with Unitywater requirement.
It is proposed to provide a new sewer property connection to the existing main located within site to
service a lot.
The proposed multi-residential development will be accessed via new individual crossovers to NSC
standard drawings, off Bottlebrush Avenue. The driveways will be constructed as per Noosa council and
Australian Standard requirement.
The proposed development will require earthworks to provide the development requirements and allow
for stormwater discharge to Bottlebrush Avenue. All earthworks undertaken on site will be compliant with
all relevant Australian Standards.
As no excavation is proposed to expose subsoil at or below RL 5.0m, the development would not be
subject to the State Planning Policy July 2017 and consequently there is no requirement for an Acid
Sulfate Soil investigation to be undertaken as part of the Development Application.
The development will be serviced for electricity and telecommunications via new connections to the
existing overhead and underground infrastructure in Bottlebrush Avenue.
There are no gas mains in the vicinity of the site, if gas is required to service the development, APA will
need to be contacted to arrange a connection.
15 > Limitations of Report
MPN have prepared this report for the proposed residential subdivision at 23 Bottlebrush Avenue, Noosa
Head, in accordance with MPN’s proposal to John Haines. This report is provided for the exclusive use of
John Haines for this specific project and its requirements. It should not be used or relied upon by a third
party and MPN accepts no responsibility for the use of this report by any party other than John Haines.
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Section 13
Appendix A. Architectural Plans
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Section 14
B OT T L E B R U S H
DA DOCUMENTATION
DATE REV DESCRIPTION NOTES: Office 1 - 2 / 2460 Gold Coast Hwy, CLIENT: CONSULTANTS: PROJECT: SCALE: DRAWN BY:
Mermaid Beach, QLD
BOTTLEBRUSH
17.04.25 1 DA DOCUMENTATION
M: 0407 655 238 STRUCTURE: N/A @ A3 LB
E: [email protected] CIVIL: N/A SHEET NAME:
W: www.studioworkshop.com.au
J. HAINES ELECTRICAL:
MECHANICAL:
N/A
N/A COVER SHEET
ALL DIMENSIONS TO BE VERIFIED BY BUILDER. ALL WORKS TO COMPLY WITH A.S.1684 AND LOCATION:
FIRE: N/A
23 BOTTLEBRUSH AVE
OTHER RELEVANT CODES. THESE DESIGNS, PLANS, SPECIFICATIONS AND COPYRIGHT
THEREIN ARE THE PROPERTY OF STUDIO WORKSHOP AND MUST NOT BE USED, COPIED OR
REPRODUCED WITHOUT CONSENT. © 2025 HYDRAULIC: N/A JOB NO: DRAWING NO: ISSUE:
ABN 92 603 817 983 Nominated Architect - Chris Knapp | QLD Reg - #5922 | NSW Reg - #11997 CERTIFIER: LATERAL CERTIFICATION GROUP NOOSA HEADS QLD 4567 24-33 DA00 1
Section 15
SITE INFORMATION
23 BOTTLEBRUSH AVENUE, NOOSA HEADS, 4567
PLAN AREA: 505m²
LOT / PLAN: 140RP88934
ZONE: HIGH DENSITY REISDENTIAL
HEIGHT: 12m (3 STOREYS)
DEVELOPMENT DATA
SITE COVER: 259m² / 51%
GROSS FLOOR AREA: 364m²
FULLY ENCLOSED COVERED AREA: 453m²
UNENCLOSED COVERED AREA: 394m²
LANDSCAPE COVER: 183m² / 36%
TOTAL DWELLINGS: 16 - 1 BED / 1 BATH
TOTAL PARKS: 8
PARKING RATIO: 1 / 2 BEDS
UNIT TYPE A: 19m² INTERNAL
UNIT TYPE B: 18m² INTERNAL
AMMENITY: SHARED LAUNDRY
SHARED KITCHEN
COMMUNAL OPEN SPACE
DRAWING LIST
DA01 PROJECT INFORMATION 1
DA02 SITE SURVEY 1
DA03 SITE PLAN - PROPOSED 1
DA04 SITE COVERAGE 1
DA05 SHADOW STUDY 1
DA06 MATERIALS AND FINISHES 1
DA100 GROUND FLOOR PLAN 1
DA101 FIRST FLOOR PLAN 1
DA102 SECOND FLOOR PLAN 1
DA103 THIRD FLOOR PLAN 1
DA104 ROOF PLAN 1
DA200 NORTH ELEVATION 1
DA201 SOUTH ELEVATION 1
DA202 EAST ELEVATION 1
DA203 WEST ELEVATION 1
DA300 SITE SECTION - SHEET 01 1
DA301 CROSS SECTION - SHEET 01 1
DA400 PERSPECTIVES - SHEET 01 1
23 BOTTLEBRUSH AVENUE, NOOSA HEADS, QLD, 4567
DA DOCUMENTATION
DATE REV DESCRIPTION NOTES: Office 1 - 2 / 2460 Gold Coast Hwy, CLIENT: CONSULTANTS: PROJECT: SCALE: DRAWN BY:
Mermaid Beach, QLD
BOTTLEBRUSH
17.04.25 1 DA DOCUMENTATION
M: 0407 655 238 STRUCTURE: N/A @ A3 LB
E: [email protected] CIVIL: N/A SHEET NAME:
W: www.studioworkshop.com.au
J. HAINES ELECTRICAL:
MECHANICAL:
N/A
N/A PROJECT INFORMATION
ALL DIMENSIONS TO BE VERIFIED BY BUILDER. ALL WORKS TO COMPLY WITH A.S.1684 AND LOCATION:
FIRE: N/A
23 BOTTLEBRUSH AVE
OTHER RELEVANT CODES. THESE DESIGNS, PLANS, SPECIFICATIONS AND COPYRIGHT
THEREIN ARE THE PROPERTY OF STUDIO WORKSHOP AND MUST NOT BE USED, COPIED OR
REPRODUCED WITHOUT CONSENT. © 2025 HYDRAULIC: N/A JOB NO: DRAWING NO: ISSUE:
ABN 92 603 817 983 Nominated Architect - Chris Knapp | QLD Reg - #5922 | NSW Reg - #11997 CERTIFIER: LATERAL CERTIFICATION GROUP NOOSA HEADS QLD 4567 24-33 DA01 1
Section 16
DA DOCUMENTATION
DATE REV DESCRIPTION NOTES: Office 1 - 2 / 2460 Gold Coast Hwy, CLIENT: CONSULTANTS: PROJECT: SCALE: DRAWN BY:
Mermaid Beach, QLD
BOTTLEBRUSH
17.04.25 1 DA DOCUMENTATION
M: 0407 655 238 STRUCTURE: N/A @ A3 LB
E: [email protected] CIVIL: N/A SHEET NAME:
W: www.studioworkshop.com.au
J. HAINES ELECTRICAL:
MECHANICAL:
N/A
N/A SITE SURVEY
ALL DIMENSIONS TO BE VERIFIED BY BUILDER. ALL WORKS TO COMPLY WITH A.S.1684 AND LOCATION:
FIRE: N/A
23 BOTTLEBRUSH AVE
OTHER RELEVANT CODES. THESE DESIGNS, PLANS, SPECIFICATIONS AND COPYRIGHT
THEREIN ARE THE PROPERTY OF STUDIO WORKSHOP AND MUST NOT BE USED, COPIED OR
REPRODUCED WITHOUT CONSENT. © 2025 HYDRAULIC: N/A JOB NO: DRAWING NO: ISSUE:
ABN 92 603 817 983 Nominated Architect - Chris Knapp | QLD Reg - #5922 | NSW Reg - #11997 CERTIFIER: LATERAL CERTIFICATION GROUP NOOSA HEADS QLD 4567 24-33 DA02 1
Section 17
SI
TE
BO
UN
DA
RY
15
.0
88
m
13
"
8°
5
'1
32
32
'1
°
48
5"
m
04
.5
33
RY
DA
UN
BO
TE
SI RL +44400
RL +42900
5"
'1
°32
228
4m
RL +39900 . 50
33
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RL +30210 D AR
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DA
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8°
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T
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" 5
L
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B
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H
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V
E
N
U
E
DA DOCUMENTATION
DATE REV DESCRIPTION NOTES: Office 1 - 2 / 2460 Gold Coast Hwy, CLIENT: CONSULTANTS: PROJECT: SCALE: DRAWN BY:
Mermaid Beach, QLD
BOTTLEBRUSH
17.04.25 1 DA DOCUMENTATION
M: 0407 655 238 STRUCTURE: N/A 1 : 200 @ A3 LB
E: [email protected] CIVIL: N/A SHEET NAME:
W: www.studioworkshop.com.au
J. HAINES ELECTRICAL:
MECHANICAL:
N/A
N/A SITE PLAN - PROPOSED
ALL DIMENSIONS TO BE VERIFIED BY BUILDER. ALL WORKS TO COMPLY WITH A.S.1684 AND LOCATION:
FIRE: N/A
23 BOTTLEBRUSH AVE
OTHER RELEVANT CODES. THESE DESIGNS, PLANS, SPECIFICATIONS AND COPYRIGHT
THEREIN ARE THE PROPERTY OF STUDIO WORKSHOP AND MUST NOT BE USED, COPIED OR
REPRODUCED WITHOUT CONSENT. © 2025 HYDRAULIC: N/A JOB NO: DRAWING NO: ISSUE:
ABN 92 603 817 983 Nominated Architect - Chris Knapp | QLD Reg - #5922 | NSW Reg - #11997 CERTIFIER: LATERAL CERTIFICATION GROUP NOOSA HEADS QLD 4567 24-33 DA03 1
Section 18
SITE COVER - 51%
DA DOCUMENTATION
DATE REV DESCRIPTION NOTES: Office 1 - 2 / 2460 Gold Coast Hwy, CLIENT: CONSULTANTS: PROJECT: SCALE: DRAWN BY:
Mermaid Beach, QLD
BOTTLEBRUSH
17.04.25 1 DA DOCUMENTATION
M: 0407 655 238 STRUCTURE: N/A 1 : 200 @ A3 LB
E: [email protected] CIVIL: N/A SHEET NAME:
W: www.studioworkshop.com.au
J. HAINES ELECTRICAL:
MECHANICAL:
N/A
N/A SITE COVERAGE
ALL DIMENSIONS TO BE VERIFIED BY BUILDER. ALL WORKS TO COMPLY WITH A.S.1684 AND LOCATION:
FIRE: N/A
23 BOTTLEBRUSH AVE
OTHER RELEVANT CODES. THESE DESIGNS, PLANS, SPECIFICATIONS AND COPYRIGHT
THEREIN ARE THE PROPERTY OF STUDIO WORKSHOP AND MUST NOT BE USED, COPIED OR
REPRODUCED WITHOUT CONSENT. © 2025 HYDRAULIC: N/A JOB NO: DRAWING NO: ISSUE:
ABN 92 603 817 983 Nominated Architect - Chris Knapp | QLD Reg - #5922 | NSW Reg - #11997 CERTIFIER: LATERAL CERTIFICATION GROUP NOOSA HEADS QLD 4567 24-33 DA04 1
Section 19
1
DA301
SITE BOUNDARY 33.504m 48°32'15"
SETBACK
800
1500
METER
510
1200
M7 M8
BIN WASH DOWN ZONE
2500 2500 2165
2070
RL +30210 1:8
15.088m 318°32'15"
15.088m 138°32'15"
6190
M1 M2 M3 M4 M5 M6
RL +30460
1:24
2500
3000
RL +31000 1200 1200 1200 1200 1200 1200 265 5993
SETBACK
6000 6000
1 2 3 4 5 6
FS01
LIFT 1
SITE BOUNDARY
SITE BOUNDARY
DA300
BOOSTER
5400
1750
BIN STORE
1000 2400 2400 300 2400 2400 300 2400 2400
DISTANCE TO TRUNK
1800
2385
1200
SETBACK
2000
1500
610
SITE BOUNDARY 33.504m 228°32'15"
DA DOCUMENTATION
DATE REV DESCRIPTION NOTES: Office 1 - 2 / 2460 Gold Coast Hwy, CLIENT: CONSULTANTS: PROJECT: SCALE: DRAWN BY:
Mermaid Beach, QLD
BOTTLEBRUSH
17.04.25 1 DA DOCUMENTATION
M: 0407 655 238 STRUCTURE: N/A 1 : 100 @ A3 LB
E: [email protected] CIVIL: N/A SHEET NAME:
W: www.studioworkshop.com.au
J. HAINES ELECTRICAL:
MECHANICAL:
N/A
N/A GROUND FLOOR PLAN
ALL DIMENSIONS TO BE VERIFIED BY BUILDER. ALL WORKS TO COMPLY WITH A.S.1684 AND LOCATION:
FIRE: N/A
23 BOTTLEBRUSH AVE
OTHER RELEVANT CODES. THESE DESIGNS, PLANS, SPECIFICATIONS AND COPYRIGHT
THEREIN ARE THE PROPERTY OF STUDIO WORKSHOP AND MUST NOT BE USED, COPIED OR
REPRODUCED WITHOUT CONSENT. © 2025 HYDRAULIC: N/A JOB NO: DRAWING NO: ISSUE:
ABN 92 603 817 983 Nominated Architect - Chris Knapp | QLD Reg - #5922 | NSW Reg - #11997 CERTIFIER: LATERAL CERTIFICATION GROUP NOOSA HEADS QLD 4567 24-33 DA100 1
Section 20
1
DA301
SITE BOUNDARY 33.504m 48°32'15"
SETBACK
SETBACK
1500
2000
2000
1000 7110
UNIT 03 UNIT 02 UNIT 01 SETBACK
(TYPE A) (TYPE A) (TYPE A)
15.088m 318°32'15"
15.088m 138°32'15"
5970
SETBACK
1020
1445
6000 3610 6000
BREAKOUT ZONE
RL +33930
LIFT 1
COURTYARD
SITE BOUNDARY
SITE BOUNDARY
DA300
FS01
RL +32900
5170
SETBACK
KITCHEN
UNIT 04 UNIT 05 1800 L'DRY 5993
(TYPE A) (TYPE A)
SETBACK
SETBACK
SETBACK
2000
2000
1500
SITE BOUNDARY 33.504m 228°32'15"
DA DOCUMENTATION
DATE REV DESCRIPTION NOTES: Office 1 - 2 / 2460 Gold Coast Hwy, CLIENT: CONSULTANTS: PROJECT: SCALE: DRAWN BY:
Mermaid Beach, QLD
BOTTLEBRUSH
17.04.25 1 DA DOCUMENTATION
- ALL WINDOWS LOCATED WITHIN 3m OF THE PROPERTY BOUNDARY TO HAVE BUSHFIRE SCREENS UNLESS OTHERWISE M: 0407 655 238 STRUCTURE: N/A 1 : 100 @ A3 LB
NOTED. E: [email protected] CIVIL: N/A SHEET NAME:
W: www.studioworkshop.com.au
J. HAINES ELECTRICAL:
MECHANICAL:
N/A
N/A FIRST FLOOR PLAN
ALL DIMENSIONS TO BE VERIFIED BY BUILDER. ALL WORKS TO COMPLY WITH A.S.1684 AND LOCATION:
FIRE: N/A
23 BOTTLEBRUSH AVE
OTHER RELEVANT CODES. THESE DESIGNS, PLANS, SPECIFICATIONS AND COPYRIGHT
THEREIN ARE THE PROPERTY OF STUDIO WORKSHOP AND MUST NOT BE USED, COPIED OR
REPRODUCED WITHOUT CONSENT. © 2025 HYDRAULIC: N/A JOB NO: DRAWING NO: ISSUE:
ABN 92 603 817 983 Nominated Architect - Chris Knapp | QLD Reg - #5922 | NSW Reg - #11997 CERTIFIER: LATERAL CERTIFICATION GROUP NOOSA HEADS QLD 4567 24-33 DA101 1
Section 21
1
DA301
SITE BOUNDARY 33.504m 48°32'15"
SETBACK
SETBACK
1500
2000
2000
1000
7110
SETBACK
UNIT 08 UNIT 07 UNIT 06
(TYPE A) (TYPE A) (TYPE A)
15.088m 318°32'15"
15.088m 138°32'15"
5970
SETBACK
1020
1445
6000 3610 6000
BREAKOUT ZONE
RL +36930
LIFT 1
SITE BOUNDARY
SITE BOUNDARY
DA300
FS01
5170
SETBACK
UNIT 09 UNIT 10 UNIT 11 7110
(TYPE A) (TYPE A) (TYPE A)
1800
SETBACK
SETBACK
SETBACK
2000
2000
1500
SITE BOUNDARY 33.504m 228°32'15"
DA DOCUMENTATION
DATE REV DESCRIPTION NOTES: Office 1 - 2 / 2460 Gold Coast Hwy, CLIENT: CONSULTANTS: PROJECT: SCALE: DRAWN BY:
Mermaid Beach, QLD
BOTTLEBRUSH
17.04.25 1 DA DOCUMENTATION
- ALL WINDOWS LOCATED WITHIN 3m OF THE PROPERTY BOUNDARY TO HAVE BUSHFIRE SCREENS UNLESS OTHERWISE M: 0407 655 238 STRUCTURE: N/A 1 : 100 @ A3 LB
NOTED. E: [email protected] CIVIL: N/A SHEET NAME:
W: www.studioworkshop.com.au
J. HAINES ELECTRICAL:
MECHANICAL:
N/A
N/A SECOND FLOOR PLAN
ALL DIMENSIONS TO BE VERIFIED BY BUILDER. ALL WORKS TO COMPLY WITH A.S.1684 AND LOCATION:
FIRE: N/A
23 BOTTLEBRUSH AVE
OTHER RELEVANT CODES. THESE DESIGNS, PLANS, SPECIFICATIONS AND COPYRIGHT
THEREIN ARE THE PROPERTY OF STUDIO WORKSHOP AND MUST NOT BE USED, COPIED OR
REPRODUCED WITHOUT CONSENT. © 2025 HYDRAULIC: N/A JOB NO: DRAWING NO: ISSUE:
ABN 92 603 817 983 Nominated Architect - Chris Knapp | QLD Reg - #5922 | NSW Reg - #11997 CERTIFIER: LATERAL CERTIFICATION GROUP NOOSA HEADS QLD 4567 24-33 DA102 1
Section 22
1
DA301
SITE BOUNDARY 33.504m 48°32'15"
SETBACK
SETBACK
2000
2000
2500
1000
7110
UNIT 13 UNIT 12 SETBACK
(TYPE A) (TYPE A)
15.088m 318°32'15"
15.088m 138°32'15"
12318
SETBACK
1020
10000 8000
RL +39930
UNIT 14
(TYPE B)
10010
LIFT 1
SETBACK
SITE BOUNDARY
SITE BOUNDARY
DA300
FS01
11518
SETBACK
UNIT 15 1800 UNIT 16 7110
(TYPE A) (TYPE A)
SETBACK
SETBACK
SETBACK
2500
2000
2000
SITE BOUNDARY 33.504m 228°32'15"
DA DOCUMENTATION
DATE REV DESCRIPTION NOTES: Office 1 - 2 / 2460 Gold Coast Hwy, CLIENT: CONSULTANTS: PROJECT: SCALE: DRAWN BY:
Mermaid Beach, QLD
BOTTLEBRUSH
17.04.25 1 DA DOCUMENTATION
- ALL WINDOWS LOCATED WITHIN 3m OF THE PROPERTY BOUNDARY TO HAVE BUSHFIRE SCREENS UNLESS OTHERWISE M: 0407 655 238 STRUCTURE: N/A 1 : 100 @ A3 LB
NOTED. E: [email protected] CIVIL: N/A SHEET NAME:
W: www.studioworkshop.com.au
J. HAINES ELECTRICAL:
MECHANICAL:
N/A
N/A THIRD FLOOR PLAN
ALL DIMENSIONS TO BE VERIFIED BY BUILDER. ALL WORKS TO COMPLY WITH A.S.1684 AND LOCATION:
FIRE: N/A
23 BOTTLEBRUSH AVE
OTHER RELEVANT CODES. THESE DESIGNS, PLANS, SPECIFICATIONS AND COPYRIGHT
THEREIN ARE THE PROPERTY OF STUDIO WORKSHOP AND MUST NOT BE USED, COPIED OR
REPRODUCED WITHOUT CONSENT. © 2025 HYDRAULIC: N/A JOB NO: DRAWING NO: ISSUE:
ABN 92 603 817 983 Nominated Architect - Chris Knapp | QLD Reg - #5922 | NSW Reg - #11997 CERTIFIER: LATERAL CERTIFICATION GROUP NOOSA HEADS QLD 4567 24-33 DA103 1
Section 23
1
DA301
IMIT
IGHT L
12M HE
SITE BOUNDARY
SITE BOUNDARY
RL +44400
1500
ROOF
42900
3000
UNIT 14
THIRD FLOOR
39900
3000
BREAKOUT ZONE LIFT
SECOND FLOOR
36900
3000
BREAKOUT ZONE
COURTYARD
FIRST FLOOR
33900
915
2900
GROUND CAR PARK
GROUND FLOOR
31000
1669
STREET LEVEL
29331
DA DOCUMENTATION
DATE REV DESCRIPTION NOTES: Office 1 - 2 / 2460 Gold Coast Hwy, CLIENT: CONSULTANTS: PROJECT: SCALE: DRAWN BY:
Mermaid Beach, QLD
BOTTLEBRUSH
17.04.25 1 DA DOCUMENTATION
M: 0407 655 238 STRUCTURE: N/A 1 : 100 @ A3 LB
E: [email protected] CIVIL: N/A SHEET NAME:
W: www.studioworkshop.com.au
J. HAINES ELECTRICAL:
MECHANICAL:
N/A
N/A SITE SECTION - SHEET 01
ALL DIMENSIONS TO BE VERIFIED BY BUILDER. ALL WORKS TO COMPLY WITH A.S.1684 AND LOCATION:
FIRE: N/A
23 BOTTLEBRUSH AVE
OTHER RELEVANT CODES. THESE DESIGNS, PLANS, SPECIFICATIONS AND COPYRIGHT
THEREIN ARE THE PROPERTY OF STUDIO WORKSHOP AND MUST NOT BE USED, COPIED OR
REPRODUCED WITHOUT CONSENT. © 2025 HYDRAULIC: N/A JOB NO: DRAWING NO: ISSUE:
ABN 92 603 817 983 Nominated Architect - Chris Knapp | QLD Reg - #5922 | NSW Reg - #11997 CERTIFIER: LATERAL CERTIFICATION GROUP NOOSA HEADS QLD 4567 24-33 DA300 1
Section 24
1
DA300
12M HEIGHT LIMIT
SITE BOUNDARY
SITE BOUNDARY
RL +44400
1500
ROOF
42900
3000
UNIT 12 BREAKOUT ZONE UNIT 15
THIRD FLOOR
39900
3000
UNIT 07 BREAKOUT ZONE UNIT 10
SECOND FLOOR
36900
3000
UNIT 02 BREAKOUT ZONE UNIT 05
FIRST FLOOR
33900
2900
GROUND CAR PARK
GROUND FLOOR
31000
DA DOCUMENTATION
DATE REV DESCRIPTION NOTES: Office 1 - 2 / 2460 Gold Coast Hwy, CLIENT: CONSULTANTS: PROJECT: SCALE: DRAWN BY:
Mermaid Beach, QLD
BOTTLEBRUSH
17.04.25 1 DA DOCUMENTATION
M: 0407 655 238 STRUCTURE: N/A 1 : 100 @ A3 LB
E: [email protected] CIVIL: N/A SHEET NAME:
W: www.studioworkshop.com.au
J. HAINES ELECTRICAL:
MECHANICAL:
N/A
N/A CROSS SECTION - SHEET 01
ALL DIMENSIONS TO BE VERIFIED BY BUILDER. ALL WORKS TO COMPLY WITH A.S.1684 AND LOCATION:
FIRE: N/A
23 BOTTLEBRUSH AVE
OTHER RELEVANT CODES. THESE DESIGNS, PLANS, SPECIFICATIONS AND COPYRIGHT
THEREIN ARE THE PROPERTY OF STUDIO WORKSHOP AND MUST NOT BE USED, COPIED OR
REPRODUCED WITHOUT CONSENT. © 2025 HYDRAULIC: N/A JOB NO: DRAWING NO: ISSUE:
ABN 92 603 817 983 Nominated Architect - Chris Knapp | QLD Reg - #5922 | NSW Reg - #11997 CERTIFIER: LATERAL CERTIFICATION GROUP NOOSA HEADS QLD 4567 24-33 DA301 1
Section 25
Appendix B. Survey Plan
14
Inspired engineering
22 May 2025
https://mpncnetau.sharepoint.com/sites/Administration/Shared Documents/10000-10999/10200-10299/10256/Report/22-05-25 Civil Engineering Report_Issue A.docx
Section 26
eae GIBSON
BUILDING
with inbuilt seating Detail & Level Survey
FL. Seat 40.62 of 23 Bottlebrush Ave
Noosa Heads
Lot 140 RP88934
Please Note:
All window and door dimensions & levels
described below are approximate only.
125 GENERAL NOTES:
RP88934 1. MSIBLE SERVICES ONLY HAVE BEEN LOCATED.
PRIOR TO ANY DEMOLITION, EXCAVATION OR CONSTRUCTION ON
THE SITE, THE RELEVANT AUTHORITY SHOULD SE CONTACTED
FOR POSSIBLE LOCATION OF FURTHER UNDERGROUND SERVICES
AND DETAILED LOGATION OF ALL SERVES.
DI: Sliding Door 2400W X 2100H Floor Level = RL33-73
D2: Sliding Door 2400W X ZIO0H Floor Level = RL35:-48
D3: Sliding Door 2400W X ZIOOH Floor Level = RL37-29
CP
WI: Window I800W X 550H Sill Level = RL37-88 BUP5287
W2: Window 550WX 900H Sill Level = RL37-59
W3: Window I800W X IOOOH Sill Level = RL34-85 Roof Ridge: RL 41.70
\ W4: Window 900W X 900H Sill Level = RL37-58 x
\ ie Window /800W X 1200H Sill Level = RL39:0
2. MGA COORDINATES & AHD ELEVATIONS DERIVED FROM GNSS
SURVEY, ORIGIN OF COORDINATES:
P'SM104288 (CNR NOOSA DVE & GRANT ST, NOOSA HEADS)
E 508927.466, N 7080459.045, RL 21.488
3. BOUNDARIES HAVE NOT BEEN SURVEYED OR REINSTATED
4. BOUNDARIES SHOWN ARE COMPILED FROM RP88934, 1S263925,
18100703 & SP11777.
W6: Window 600W X 900H Sill Level = RL39-3 3 Storey Brick Units
W7: Window I600W X 1200H TOP Level = RL37.38
5. CONTOUR INTERVAL SHOWN IS 0.5 METRE.
W8: Window 900W X 900H Sill Level = RL39-3 02. ws ‘ Z acy >
W9: Window /800W X IZ00H Sill Level = RL40-88 “ x 5 LEGEND
WIO: Window 600W X 900H Sill Level = RL4/-18 Kel
Wil: Window I8OOW X 900H Sill Level = RL38-4 Root Ridge: RL 39.93 [=|COMMUNICATIONS PIT
WI2: Wir WX 900H Sill Level = RLA4I k
(2: indow 900: 900H Sill Level = RL41./8 T: COMMUNICATION CABLE U/G
Leis 126 @ POWER POLE
AC RP88934 SY ELECTRICITY O/H
° —_//———— FENCE
s © SEWER MANHOLE
\ ———— S ————— SEWER MAIN
6 WI WATER METER
\ @ WATER HYDRANT
\V-—— WATER MAIN
YEPALM TREE
QS TREE
AQ SURVEY STATION
© Ps
RP88934
Revisions ‘Surveyed | Drawn [Checked] Passed Date
Existing Brick Dwelling
¥8|_ ADDED DIM MH MH | LS _| LS _| 25/3/21
ATORIGINAL PLAN [DB DB_| DB LS _|16/08/29}
FL 32.60
2 Storey Spilt Level Clad Units L aU >
LAND SURVEYING DYNAMICS
/ PO Box 6334, Maroochydore BC QLD 4558
10/1 Newspaper Place, Maroochydore QLD 4558
Mobile: 0412 666 516
CP Email: [email protected]
Web: www.landsurveyingdynamics.com
BUPI3648 N Lond Surveying Dynamies (LSD) Pty Ltd
ACN 154 593 870
Signed
W E Cadastral Surveyor/Director
Date
Horiz. Datum MGAQ4 Z56 | Vert. Datum AHD
igin PSM 1041
Origin GNSS SURVEY pra OSM ee
Top of Eucalypt Trees:
Approx RL 47-0
Locality: NOOSA HEADS
Local Government: NOOSA SHIRE COUNCIL
. Seal
Screw in Conerete s SHEET 1 OF 3 °° A3 1:150
RL 29:22 31.5 : _ . FILE 12831—DTM—01—B.dwq [Dcte 25/3/21
vA be Ny Seale 1:150 Lengths are in Metres. SEAWINCNUMSER aa
Go) ds 3-16-20
\ Db 7 16 EDSALYPT
\ MMO a0 22 | 12831-DTM-01 | B
D:\dropbox\LSD\Wobs\current\ 12831 Gibson Building — 23 Bottlebrush Ave Noosa Heads\Data Survey\Drafting\OTM\ 12831—D1M—O1—B.dwg
Section 27
Side Entry Gully Pits Sl 28.88 2 0 CP BUPIOO7I0 Please Note: All window and door dimensions & levels described below are approximate only. DI: Sliding Door 2400W X 2/00H Floor Level = RL33-73 D2: Sliding Door 2400W X 2Z100H Floor Level = RL35:-48 D3: Sliding Door 2400W X ZI00H Floor Level = RL37-29 WI: Window I800W X 550H Sill Level = RL37-88 ‘ W2: Window 550W X 900H Sill Level = RL37-59 W3: Window I800W X IOOOH Sill Level = RL34-85 W4: Window 900W X 900H Sill Level = RL37-58 W5: Window I800W X 1Z00H Sill Level = RL39:0 W6: Window 600W X 900H Sill Level = RL39:-3 W7: Window I600W X I200H TOP Level = RL37.38 W8: Window 900W X 9O0H Sill Level = RL3G:3 W9: Window I800W X I200H Sill Level = RL40-88 WIO: Window 600W X 900H Sill Level = RL4/:18 WII: Window IBOOW X 900H Sill Level = RL38-4 WI2: Window 900W X 9OOH Sill Level = RL4/18 O Root Scale 1:150 — Lengths are in Metres. | | | | | | | | | | 4 6 8 10 12 14 16 18 20 22 GIBSON BUILDING Detail & Level Survey of 23 Bottlebrush Ave Noosa Heads Lot 140 RP88934 GENERAL NOTES: 1, VISIBLE SERVICES ONLY HAVE BEEN LOCATED. PRIOR TO ANY DEMOLITION, EXCAVATION OR CONSTRUCTION ON THE SITE, THE RELEVANT AUTHORITY SHOULD BE CONTACTED. FOR POSSIBLE LOCATION OF FURTHER UNDERGROUND SERVICES ‘AND DETAILED LOCATION OF ALL SERMCES. 2. MGA COORDINATES & AHD ELEVATIONS DERIVED FROM GNSS SURVEY, ORIGIN OF COORDINATES: P'SM104288 (CNR NOOSA DVE & GRANT ST, NOOSA HEADS) E 508927.466, N 7080459.045, RL 21.488 3. BOUNDARIES HAVE NOT BEEN SURVEYED OR REINSTATED 4. BOUNDARIES SHOWN ARE COMPILED FROM RP88934, 1S263925, 18100703 & SP11777. 5. CONTOUR INTERVAL SHOWN IS 0.5 METRE. LEGEND T=\COMMUNICATIONS PIT T: COMMUNICATION CABLE U/G @ POWER POLE SY ELECTRICITY O/H // ————— FENCE © SEWER MANHOLE S ————— SEWER MAIN BA) WATER METER @ WATER HYDRANT \V-—— WATER MAIN YE PALM TREE QS TREE AQ SURVEY STATION © Ps Revisions ‘Surveyed | Drawn [Checked] Passed Date ¥8|_ ADDED DIM MH MH | LS _| LS _| 25/3/21 ATORIGINAL PLAN [DB DB_| DB LS _|16/08/29} LAND SURVEYING DYNAMICS PO Box 6334, Maroochydore BC QLD 4558 10/1 Newspaper Place, Maroochydore QLD 4558 Mobile: 0412 666 516 Email: [email protected] Web: www.landsurveyingdynamics.com Land Surveying Dynamics (LSD) Pty Ltd ACN 154593 870 Signed Cadastral Surveyor/Director Date Horiz. Datum MGAQ4 Z56 | Vert. Datum AHD igin PSM 1041 Origin GNSS SURVEY pra OSM ee Locality: NOOSA HEADS Local Government: NOOSA SHIRE COUNCIL Scale SHEET 2 OF 3 A3 1:150 FILE 12831—DTM—01_B.dwg Joate 25/3/21 DRAWING NUMBER REV. 12831-DTM-01 | B D:\dropbox\LSD\Wobs\current\ 12831 Gibson Building — 23 Bottlebrush Ave Noosa Heads\Data Survey\Drafting\OTM\ 12831—D1M—O1—B.dwg
Section 28
GIBSON
BUILDING
Detail & Level Survey
of 23 Bottlebrush Ave
Noosa Heads
Lot 140 RP88934
A3 1:150
12831-DTM-01B
Section 29
Appendix C. MPN Plans
15
Inspired engineering
22 May 2025
https://mpncnetau.sharepoint.com/sites/Administration/Shared Documents/10000-10999/10200-10299/10256/Report/22-05-25 Civil Engineering Report_Issue A.docx
Section 30
S
W
S
T
LEGEND
SW
S
W
EXISTING PROPOSED
S
T
S
W
SW
PROPERTY BOUNDARY
S
T
30.0
EASEMENT BOUNDARY
S
W
S
SW
T
CONTOUR 5.00
S
W
BUILDING
S
30.3 RE
CONCRETE
SW
S
T
S
EDGE OF BITUMEN
W
RETT
S
T
KERB AND CHANNEL
SW
S
W
KERB RAMP
S
T
30.5
WA
S
WALL
SW STORM WATER MAIN
SW
W
LL
S
(COMPILED DATA)
T
COMP SW
S
W W WATER MAIN W W
W
SW
S
T
S
COMP W (COMPILED DATA)
W
CP
S
T
S SEWER MAIN S S
S
SW
BUP5287 (COMPILED DATA)
W
S
T
S
T T TELECOMMUNICATIONS
SW
W
(COMPILED DATA)
S
COMP T
T
S
OF OPTIC FIBRE
W
S
T
SW
COMP OF (COMPILED DATA)
S
W
O/H ELECTRICITY
S
T
S
SW
FENCE
W
RE
R ETT
S
T
WA
W ALLLL RETAINING WALL
S
RET WALL RET WALL
WALL
W
SW
CHANGE OF GRADE
S
T
S
TOP OF BATTER
W
S
T
WTALL
SW
FACE OF BATTER
S
124
W
RE
TOE OF BATTER
S
T
RP88934
S
SWALE DRAIN
SW
W
RET
S
T
TREE TO REMAIN
S
W
SW
S
T
S
TREE TO BE REMOVED
W
S
T
S
SW
W
RETAINING WALL CUT AREA
S
SW SW
T
RET WALL
S
SW
W
30.00
S
T
FILL AREA
S
WALL RET WALL RET
W W
RET
34.50
RET
W
S
T
SW
S
W
W
WALL
S
T
WALL
WALL
S
SW
W
S
T
S
NOTES:
RET
W
SW
S
T
GROUND CARPARK
S
30.50
1. CONTOURS SHOWN ARE FOR BULK EARTHWORKS AND
1
W
NATURAL SURFACE. MAJOR AND MINOR CONTOURS ARE AT
S
T
FFL 31.000
SW
DA.02
WALL
S
250mm & 50mm INTERVALS RESPECTIVELY.
W
BOTTLEBRUSH AVENUE
S
T
BEL 30.750 2. COMPILED DATA REFERS TO INFORMATION SOURCED FROM
S
SW
W
EITHER CONNECTING SURFACE MARKERS (PITS, HYDRANTS,
RET
S
T
140
S
ETC) OR FROM ONLINE MAPPING (eBIMAP, QLD GLOBE, BYDA,
W
RP88934 COURTYARD
SW
ETC). ALL COMPILED DATA IS TO BE CONSIDERED LEVEL QL-C
S
T
S
OR QL-D, AND MUST BE CONFIRMED BY CONTRACTOR PRIOR
WALL
30.25
W
FFL 34.800
S
T
LIFT PIT TO ANY WORKS IN THE VICINITY.
S
SW
125
W
BEL 34.550
S
T
35.75
RP88934
S
RET
SW
W
S
T
S
S
36.75
! ! ! CAUTION ! ! !
W
WALL
S
T
SW
CONTRACTOR TO CONFIRM THE DEPTH AND
S
COURTYARD
W
S
T
LOCATION OF ALL SERVICES PRIOR TO
WALL
WALL
S
SW
36.00
FFL 33.900
RET
W
COMMENCING ANY CONSTRUCTION WORKS OR
S
T
S
BEL 33.650 ORDERING ANY MATERIALS.
W
SW
S
T
RET
RET
S
WALL
W
S
T
35.50
SW
SW
S
WALL RET WALL RET WALL RET WALL RET WALL RET WALL RET WALL RET WALL RET
W
RET WALL RET WALL 36.25
RET
S
T
36.75
S
SW
W
S
T
S
RETAINING WALL
W
EXISTING TREE WILL BE
SW
S
T
S
REMAINED AS A PART OF 126
2 3
W
RP88934
S
T
DEVELOPMENT
S
SW
DA.02 DA.02
W
S
T
S
SW
W
S
T
S
W
S
T
SW
S
W
S
T
S
SW SW SW SW
SW
SW
SW SW
SW SW SW
SW SW
W
S
T
S
29.8
W
SW
S
T
S
W
S
SW
T
CP
SW
S
W
BUP13648
S
T
30.3
S
SW
W
SW
S
T
S
W
SW
S
T
S
W
S
T
S S S S
SW
S
W
S
S
S
T
S
SW
W
S
T
W
T
SW
W
T
SW
W
SCALES: AS SHOWN ABN: 39 062 191 799 mpn JOB
BOTTLEBRUSH CLIENT:
P: 61 7 3335 4555
DESIGN:
DRAWN:
MA
MA
J.HAINES E: [email protected]
Level 4, Building 3,
10256
0 1 2 3 4 5 23 BOTTLEBRUSH AVE, CHKD: CK
Kings Row Office Park,
DRAWING No. REV
NOOSA HEADS, QLD 4567 BULK EARTHWORKS 42 McDougall Street, Milton, QLD, 4064
SCALE 1:100 (A1) 1:200 (A3) A 19.05.25 FOR APPROVAL
ISSUE DATE AMENDMENT
MA
BY
LS
APP
APPRD:
DATE:
LS
MAY '25 PLAN
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN
PART WITHOUT WRITTEN PERMISSION OF MPN CONSULTING PTY LIMITED 2023 © DA.01 A
Section 31
EX BDY
DRIVEWAY CARPARK COURTYARD
FFL 34.800 CATCH DRAIN
BEL 34.550
NATURAL SURFACE
EX BDY
DESIGN SURFACE FFL 31.000
BEL 30.750
RETAINING WALL
BULK EARTHWORKS
SECTION 1
DA.01
SCALE 1:100
CARPARK
EX BDY
EX BDY
NATURAL SURFACE
DESIGN SURFACE
RETAINING WALL BULK EARTHWORKS RETAINING WALL
SECTION 2
DA.01
SCALE 1:100
COURTYARD
EX BDY
EX BDY
DESIGN SURFACE
NATURAL SURFACE
FFL 34.800
BEL 34.550
FFL 33.900
BEL 33.650
RETAINING WALL
RETAINING WALL BULK EARTHWORKS
SECTION 3
DA.01
SCALE 1:100
SCALES: AS SHOWN ABN: 39 062 191 799 mpn JOB
BOTTLEBRUSH CLIENT:
P: 61 7 3335 4555
DESIGN:
DRAWN:
MA
MA
J.HAINES E: [email protected]
Level 4, Building 3,
10256
0 1 2 3 4 5 23 BOTTLEBRUSH AVE, CHKD: CK
Kings Row Office Park,
DRAWING No. REV
NOOSA HEADS, QLD 4567 BULK EARTHWORKS 42 McDougall Street, Milton, QLD, 4064
SCALE 1:100 (A1) 1:200 (A3) A 19.05.25 FOR APPROVAL
ISSUE DATE AMENDMENT
MA
BY
LS
APP
APPRD:
DATE:
LS
MAY '25 SECTIONS
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN
PART WITHOUT WRITTEN PERMISSION OF MPN CONSULTING PTY LIMITED 2023 © DA.02 A
The text continues on section 32.