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Stormwater Management Plan
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Stormwater Management Plan 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 36 (of 42)
Section 2
Revision Status
MPN Reference No: 10256
Client: John Haines
Site Address: 23 Bottlebrush Avenue, Noosa Head, QLD 4567
Report Title: Stormwater Management Plan
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 7
5 > Site Data 8
6 > Stormwater 8
6.1 Flooding 8
6.2 Site Based Stormwater Management Plan 8
6.3 Operational Phase 9
6.4 Construction Phase (Sediment and Erosion
Control) 13
7 > Conclusion 16
8 > Limitations of Report 16
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Section 4
Table of Figures
Figure 1 –Architectural Plan 6
Figure 2 - Site Location 7
Table of Tables
Table 1 – Rational Method Flows 10
Table 2 – DRAINS ILSAX Flows 10
Table 3 - Detention Tank Design Properties 11
Table 4 - Detention Tank Staged Elevation-Area-
Volume 11
Table 5 – Pre- and Post Development Peak Flows
(With Detention) 12
Table 6 – Detention Tank Inundation Levels 12
Table of Appendices
Appendix A. Architectural Plans 17
Appendix B. Site Survey Plan 18
Appendix C. MPN Plans 19
Appendix D. Rational Method Calculations 20
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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 at the concept design level:
• Topography
• Stormwater quality management
• Stormwater quantity management
• Erosion and sediment control.
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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 –Architectural Plan
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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
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 Bottlebrush Avenue west 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:
• Bureau of Meteorology (BOM)
• Before You Dig Australia (BYDA)
• Discussions with relevant authorities
• Existing Site Plans
• Noosa Shire Council (NSC)
• Satellite Imagery
• Site Inspection.
• Survey Plans.
• Relevant Reports.
6 > Stormwater
6.1 Flooding
Noosa Shire Council flood mapping indicates the site is not subject to flooding from any source.
6.2 Site Based Stormwater Management Plan
The aim of the Stormwater Management Plan outlined below is to:
• Prevent or minimise adverse social or environmental impacts from stormwater runoff originating
from the proposed development.
• Achieve acceptable levels of stormwater runoff quality and quantity by not overloading the current
systems in place.
The Stormwater Management Plan aims to identify Stormwater Quality and Quantity Best Management
Practice for the site and demonstrate that water quality and quantity impacts will be minimised in
receiving waters.
The Stormwater Management Plan outlines the site in two sections, the operational phase and the
construction phase. The operational phase addresses the treatment of contaminated runoff from the
developed site by mechanical methods whilst the construction phase of the Stormwater Management
Plan addresses erosion and sediment control to prevent contamination of water sources by stormwater
runoff during construction of the site.
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Section 9
6.3 Operational Phase
6.3.1 Lawful Point of Discharge
The lawful point of discharge for the site is to the existing underground stormwater drainage network in
Bottlebrush Avenue.
6.3.2 Proposed Site Drainage
Stormwater and roofwater runoff from the development will be collected and conveyed in a new
stormwater pit and pipe network to underground detention tank located near south-western side of the
site. Detained flows from the tank will outlet to a new stormwater manhole in Bottlebrush Avenue located
at opposite verge of road.
A Trapezoidal catch drain will be constructed along the north-eastern boundary to collect and convey
upstream catchment runoff. This runoff will be collected in a stormwater pit at the eastern end of the
catch drain and conveyed through the internal drainage system.
The proposed site stormwater infrastructure is shown on MPN Plan 10256-DA.03 attached in Appendix C.
6.3.3 Stormwater Quantity Management Strategy
Stormwater detention is proposed to be provided to limit discharge of site to the pre-development
discharge.
For the management of stormwater quantity for the proposed development, the DRAINS computer
model was used to calculate the stormwater runoff quantity for the pre-developed site and proposed
development. Runoff flows for 2 to 100 year Average Recurrence Interval storm events with durations of 5
minutes to 2 hours were calculated to ensure that peak runoff flows from the proposed site would not
exceed peak runoff flows from the pre-development site.
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Section 10
6.3.3.1 Hydrologic Analysis
Rational method calculations have been completed for the development for the pre-development and
post-development conditions. The pre-development catchments runoff parameters are based on
detailed survey, aerial survey and satellite imagery.
The rational method calculations have been completed in accordance with the recommendations of
the Queensland Urban Drainage Manual (QUDM). These calculations are presented in Appendix D, with
the results summarised in Table 1 below.
Property Value
Average Recurrence Interval (Years) 2 5 10 20 50 100
Site Pre-Development 0.013 0. 018 0.022 0.026 0.033 0.038
Site-Post Development 0.016 0.023 0.028 0.033 0.042 0.045
Table 1 – Rational Method Flows
The DRAINS ILSAX computer model was used to calculate the pre-development and post-development
condition flows to compare against the calculated rational method peak flows. Runoff flows for Average
Recurrence Intervals of 2, 5, 10, 20, 50 and 100 years and durations of 5 minutes to 120 minutes.
Property Value
Average Recurrence Interval (Years) 2 5 10 20 50 100
Site Pre-Development 0.014 0.018 0.023 0.026 0.031 0.034
Site-Post Development 0.018 0.024 0.028 0.033 0.038 0.043
Table 2 – DRAINS ILSAX Flows
The peak flows calculated using the rational method and the DRAINS ILSAX model are considered to be
generally comparable. The variances in the result are as expected and are within tolerance, given the
differences between the DRAINS ILSAX model and the rational method. The flows calculated using the
DRAINS ILSAX model are considered more conservative and therefore it is considered appropriate these
flows are adopted for the purposes of detention tank analysis.
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Section 11
6.3.3.2 Detention tank design
In order to limit the site stormwater discharge, stormwater runoff from the development will be detained
in a detention tank located towards the south-western side of the site.
The location of the detention tank is shown on MPN Plan 10256-DA.03 with the detention tank properties
shown in Table 3 below.
Property Detention Tank
Max. Detention Volume (Incl. Freeboard) 10.68m3
Max. Water Depth (100 Year ARI) 0.75m
Max. Water Depth (20 Year ARI) 0.45m
Detention Base Level 28.7m AHD
Detention Ceiling Level 29.6m AHD
Outlet Arrangement 1 x 120mm Orifice [email protected]
Table 3 - Detention Tank Design Properties
The elevation-area-volumes used for the modelling of the detention tank are listed in Table 4 below.
Height Above Tank Invert (m) Elevation (m AHD) Staged Area (m2) Cumulative Volume (m3)
0 28.7 11.87 0
0.45 29.15 11.87 5.34
0.9 29.6 11.87 10.68
Table 4 - Detention Tank Staged Elevation-Area-Volume
Storm events for Annual Recurrence Intervals from 2 to 100 years were calculated to ensure that peak
runoff flows from the post development site would not exceed peak runoff flows from the pre-
development site.
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Section 12
The most critical events for the site’s catchment are compared in Table 5 below.
Pre-Development Peak Flow Post-Development Peak Flow With
ARI Year
(m3/sec) Detention (m3/sec)
2 0.014 0.013
5 0.018 0.016
10 0.023 0.018
20 0.026 0.020
50 0.031 0.022
100 0.034 0.024
Table 5 – Pre- and Post Development Peak Flows (With Detention)
As depicted in the above table, the peak runoff from the developed site does not exceed the peak runoff
from the existing site.
The peak inundation levels in the tank across the range of storm events analysed are listed in Table 6
below.
ARI Year Inundation Elevation (m AHD) Inundation Depth (m)
2 28.97 0.27
5 29.07 0.37
10 29.15 0.45
20 29.24 0.54
50 29.35 0.65
100 29.45 0.75
Table 6 – Detention Tank Inundation Levels
6.3.4 Stormwater Quality Management Strategy
The development does not involve premises 2500 square meters or greater in size therefore the
development does not trigger the water quality requirements of the State Planning Policy July 2017. As a
result, no water quality improvement devices are proposed as part of development.
The residential development on the lot will incorporate ‘best management practice’ such as roof-water
first flush diverters and landscape swales, where possible, to minimize impacts and satisfy water quality
requirements.
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Section 13
6.4 Construction Phase (Sediment and Erosion Control)
6.4.1 Intent of Erosion and Sediment Control Management Plan
To prevent stormwater contamination (of watercourses) and the release of contaminated stormwater
and wastewater by ensuring compliance with the Environmental Protection Act 1994 and Environmental
Protection (Water) Policy 2009.
6.4.2 Implementation Strategy
Establish control measures and best practice approaches to prevent stormwater contamination and
minimise the risk and adverse effects of erosion and sedimentation. All Erosion and Sediment Control
measures must be designed, constructed and maintained in a manner that is commensurate with the
site’s erosion risk.
6.4.3 Erosion and Sediment Control Measures
• Obtain a licence or approval to operate activities that are classed as environmentally relevant
activities (i.e. they have the potential to cause environmental harm).
• Implement and maintain appropriate control measures to prevent sediment leaden wastewater and
other potential pollutants such as oil, paint and wet concrete from entering the stormwater system
via stormwater drains and gullies. The control measures which must be considered to be adopted
are:
– Limit site access during construction to minimise disruption to traffic
– Install a temporary construction entry/exit sediment trap at all site accesses to minimise mud
and sediment from the site being tracked onto public road, particularly during wet weather or
when the site is muddy.
– Install and maintain appropriate sediment fences around construction areas.
○ Divert clean stormwater runoff, using catch drains, around construction areas to existing or
new stormwater drainage system.
○ Install sandbags and other pollution containment devices around stormwater drains and any
other locations where required to prevent sediment entering the trunk stormwater system.
○ Cover open earth/soil areas progressively (with concrete slabs and pavements or mulch) to
minimise areas of bare earth/soil.
○ Any stockpiles of excavated soil and demolition / construction waste must be located where
risk of erosion and sediment is minimal and must be protected from wind and water erosion.
– Implement and maintain appropriate control measures such as catch drains and sediment
fences to prevent ponding of stormwater or discharge of stormwater from the site to adjacent
properties.
– Provision of spill / pollution control equipment that is readily accessible to clean up spills and
leaks.
– Ensure spill/pollution control measures are available and maintained in working condition.
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Section 14
– Sediment contained by the sediment control devices such as sandbags, sediment fences and
containment bunds must be frequently removed and placed in a controlled area.
– Implement an inspection schedule for any spill or leaks of any potential polluting areas or
activities.
6.4.4 Erosion and Sediment Control Management Goals
• Licenses, approvals, permits and inspection reports are in order.
• Sediment or pollution control devices such as sandbags, sediment fences and containment bunds
are in place, maintained and effective.
• Spill/ pollution control equipment is readily accessible at designated locations.
• No accumulated sediment is contained by the sediment control devices such as hay bales, sediment
fences and containment bunds.
• No sediment exceeding a depth of 300mm in the pollution control devices (e.g. silt trap).
6.4.5 Erosion and Sediment Control Implementation Program
• Licenses, permits or approvals for each environmentally relevant activity must be obtained prior to
the commencement of the particular activity.
• Appropriate control measures such as sediment fences, temporary construction entry/ exit sediment
traps, pollution containment devices (e.g. sandbags), stormwater diversion and administrative
controls must be installed and established prior to commencement of the earthworks and
construction activities.
• Pollution control devices such as spill control equipment must be inspected on a regular basis (at
least weekly).
• Other sediment and pollution control equipment such as containment bunds, hay bales and
sediment fences must be inspected on a regular basis (at least daily).
• Inspection for any leaks, spills or potential contaminating activity must be performed on a regular
basis (at least daily).
• Remove accumulated sediment or other contaminants from sediment/ pollution control devices on
a regular basis.
• All erosion and sediment control measures must be inspected within 24 hours of expected rain and
within 18 hours of a rainfall event.
6.4.6 Responsible Person or Organisation
The contractor shall be responsible for the implementation and maintenance of the Erosion and
Sediment Control Measures.
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Section 15
6.4.7 Reporting / Review
Records such as licences, approvals, permits and inspection reports must be reviewed on a regular basis
(e.g. at least monthly) to ensure that legal compliance is met, complaints are reviewed and systems are
working to prevent contamination.
6.4.8 Corrective Actions
• Perform clean-up of any spills immediately.
• Any mud or sediment which is tracked onto public roads is to be immediately removed using dry
clean-up methods i.e. shovel and broom.
• Remove or relocate any stockpiles of waste where there is a reasonable risk of erosion and
sedimentation.
• Replace or repair sediment or pollution control devices if they are not maintained in good working
condition.
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Section 16
7 > Conclusion
This Stormwater Management Plan demonstrates that under the proposed concept plan Stormwater
Quality and Quantity Treatment is achievable to the levels required by State Planning Policy July 2017.
Noosa Shire Council flood mapping indicates the site is not subject to flooding from any source.
The lawful point of discharge for the site is to the existing underground stormwater drainage network in
Bottlebrush Avenue.
Stormwater and roofwater runoff from the development will be collected and conveyed in a new
stormwater pit and pipe network to an underground detention tank located near the south-western side
of the site. Detained flows from the tank will outlet to a new stormwater manhole in Bottlebrush Avenue
located at opposite verge of road.
Stormwater Treatment will not be required as part of the development in accordance with the Noosa
Shire Council planning Scheme Policy and State Planning Policy July 2017.
A Trapezoidal catch drain will be constructed along the north-eastern boundary to collect and convey
upstream catchment runoff. This runoff will be collected in a stormwater pit at the eastern end of the
catch drain and conveyed through the internal drainage system.
8 > Limitations of Report
MPN have prepared this report in support of the proposed multi-residential development at 23
Bottlebrush Avenue, Noosa Head. This report is provided for the exclusive use of John Haines for this
specific project and its requirements. It should not be used by 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 17
Appendix A. Architectural Plans
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Section 18
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 19
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 20
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 21
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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 22
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 23
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 24
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 25
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 26
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 27
1
DA301
SITE BOUNDARY 33.504m 48°32'15"
SETBACK
1695
11818 6805
SETBACK SETBACK
15.088m 318°32'15"
15.088m 138°32'15"
RL +39900
RL +42900
LIFT 10983
OVERRUN 1
9500 SETBACK
RL +44400
SITE BOUNDARY
SITE BOUNDARY
DA300
SETBACK
11018 6805
SETBACK
5550
SETBACK SETBACK
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 ROOF 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 DA104 1
Section 28
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 29
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 30
Appendix B. Site Survey Plan
18
Inspired engineering
22 May 2025
https://mpncnetau.sharepoint.com/sites/Administration/Shared Documents/10000-10999/10200-10299/10256/Report/22-05-25 SWMP_Issue A.docx
Section 31
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 32
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 33
GIBSON
BUILDING
Detail & Level Survey
of 23 Bottlebrush Ave
Noosa Heads
Lot 140 RP88934
A3 1:150
12831-DTM-01B
Section 34
Appendix C. MPN Plans
19
Inspired engineering
22 May 2025
https://mpncnetau.sharepoint.com/sites/Administration/Shared Documents/10000-10999/10200-10299/10256/Report/22-05-25 SWMP_Issue A.docx
Section 35
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 36
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 37.