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STORMWATER MANAGEMENT
PLAN
NOOSA CIVIC VILLAGE
STAGE 2 RETAIL DEVELOPMENT
EENIE CREEK ROAD - NOOSAVILLE
Prepared By:
MPN CONSULTING PTY LTD
Level 5
39 Sherwood Road
Toowong
Queensland
4066 • Australia
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Full text of sections 2 to 28 (of 47)
Section 2
29 September 2023 REVISION STATUS MPN Reference No: 9954 Client: Stockwell Site Address: Noosa Civic Village, Eenie Creek Road, Noosaville Report Title: Stormwater Management Plan DOCUMENT CONTROL Version Date Author Reviewer Approved RPEQ Issue A 29/09/2023 Medha Khilnani Lachlan Stephenson 16903 Excellence with Economy in Engineering 1 https://mpncnetau.sharepoint.com/sites/administration/shared documents/9000-9999/9900- 9999/9954/report/29-09-23 stormwater management plan_issue a.docx
Section 3
29 September 2023
EXECUTIVE SUMMARY
This report has been commissioned by Stockwell to support the Development Application for the
proposed Stage 2 Retail Development at the Noosa Civic Village located at Eenie Creek Road
Noosaville.
This report addresses the following Engineering aspects of the proposed development:
• Topography
• Flooding
• Stormwater Quality Management
• Stormwater Quantity Management.
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Section 4
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Table of Contents
EXECUTIVE SUMMARY 2
1 PURPOSE 5
1.1 Project Description 5
2 SITE CHARACTERISTICS 6
2.1 Site location 6
2.2 Topography and Existing Site Drainage 7
3 SITE DATA 7
4 STORMWATER 8
4.1 Flooding 8
4.2 Lawful Point of Discharge 8
4.3 Rainwater Reuse 8
4.4 Site Based Stormwater Management Plan 8
4.5 Operational Phase 8
4.6 Proposed Stormwater Quality Treatment Devices 15
4.7 Construction Phase (Sediment and Erosion Control) 16
5 CONCLUSION 19
6 LIMITATIONS OF REPORT 19
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Section 5
29 September 2023 Table of Figures Figure 1 – Proposed Development 5 Figure 2 – Site Location 6 Figure 3 – Treatment Plan 13 Table of Tables Table 1 – MUSIC Rainfall Runoff Parameters (Commercial) 11 Table 2 – Pollutant Export Parameters (Commercial) 11 Table 3 – Water Quality Objectives 12 Table 4 – Percentage Based Load Reduction Results 13 Table of Appendices Appendix 1 Architectural Plans 20 Appendix 2 MPN Plans 21 Appendix 3 Bioretention Basin Maintenance Checklist 22 Excellence with Economy in Engineering 4 https://mpncnetau.sharepoint.com/sites/administration/shared documents/9000-9999/9900- 9999/9954/report/29-09-23 stormwater management plan_issue a.docx
Section 6
29 September 2023
1 PURPOSE
This Civil Engineering Report has been prepared as part of the Development Application for the
proposed Stage 2 Retail Development at the Noosa Civic Village located at Eenie Creek Road
Noosaville.
2 INTRODUCTION
2.1 Project Description
The Retail development will consist of a free-standing building for multiple tenancies, and basement
on-grade and suspended carparking to the north of the existing retail centre.
Access to the site will be via the existing internal road network of the Noosa Civic shopping centre
with new and relocated crossovers. Access for the existing complex internal road network is from
both Walter Hay Drive and Hofmann Drive.
The proposed Plan of Development is depicted on the architectural plans prepared by Buchan Group
attached in Appendix 1, with excerpt below.
Figure 1 – Proposed Development
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3 SITE CHARACTERISTICS
3.1 Site location
The overall Noosa Civic site is located at 28 Eenie Creek Road, Noosaville and is formally described
as Lot 1 on SP322201.
The proposed Stage 2 Retail development will be located in the car park directly to the north of the
existing centre.
The site is bounded by Hofmann Drive to the west, existing and proposed commercial developments
to the east, existing bulky goods to the north and the existing retail centre to the south.
Figure 2 – Site Location
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2.2 Topography and Existing Site Drainage
The location of the proposed retail development is an existing car park for the Noosa Civic retail
centre.
The site generally slopes to the centre of the car park, from the north and south, where the
stormwater treatment devices and drainage systems are located.
The site drainage system connects through to the main drainage line along the eastern side of the
retail centre for discharge into the existing waterways surrounding the site.
3 SITE DATA
Site data has been obtained from the following sources of information:
• Survey Data
• Noosa Shire Council
• Satellite Imagery
• Relevant Reports
• Dial Before You Dig (DBYD).
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Section 9
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4 STORMWATER
4.1 Flooding
Based on Noosa Shire Council flood mapping, the site is not subject to flooding from any sources in
a major flood event.
4.2 Lawful Point of Discharge
The lawful point of discharge for the development site is the existing internal Noosa Civic Shopping
Centre stormwater infrastructure south east of the proposed Stage 2 retail development and the
existing stormwater drainage system Drive. The existing Noosa Civic Shopping Centre lawful point
of discharge is the creek to the south of the site.
4.3 Rainwater Reuse
Rainwater harvesting will be included on site to provide water for landscape watering and internal
fixture use. The harvesting system will collect runoff from the new roof area with overflows directed
to the bioretention basin for treatment.
4.4 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.
The Stormwater Management Plan aims to identify Stormwater Quantity and Quality Best
Management Practice for the site and demonstrate that water quantity and quality 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 treatment of contaminated runoff from the
developed site by natural methods before discharging into receiving waters 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.
4.5 Operational Phase
4.5.1 Proposed Site Drainage
Stormwater runoff from the proposed development will be collected and conveyed in a new
stormwater pit and pipe network prior to discharge to the existing internal infrastructure.
Stormwater runoff from the new roof and car park areas will be directed to a series of bioretention
basins for stormwater quality treatment. The site catchments will be split with a new stormwater
pipe network along both the northern and southern extents of the basement.
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Section 10
29 September 2023 The existing car park will continue to drain to the remaining bioretention basins which will be retained as part of the Stage 2 retail development. The bioretention basins will be located to take direct downpipe discharge from the roof and car park areas in order to ensure the basins are shallow when situated within the surrounding natural ground. Stormwater treatment will be implemented to remove sediments, nutrients, gross pollutants and hydrocarbons in accordance with the requirements of Noosa Council and the State Planning Policy. Stormwater discharged from site is proposed to be consistent with the existing retail development discharge. The location of the new Stage 2 retail is over existing impervious area and as such will not increase the sites percentage impervious or peak runoff volume. The proposed conceptual stormwater drainage layout is depicted on MPN Plan 9954-DA03-06 attached in Appendix 2. 4.5.2 Stormwater Quantity Management Strategy The proposed development site will connect into the existing drainage system for the Noosa Civic Shopping Centre. The sites minor flows will run through the existing pipe system whilst the major overflows will overland flow down the internal roads prior to discharging to the creek to the south of the site in accordance with the overall Noosa Civic and Noosa Business Centre development. There will be no impacts to external properties as a result of the development flows through the internal site system. The Stage 2 retail development is located over existing impervious areas and as such will not increase the sites percentage impervious or peak runoff volumes. It is note proposed to include any detention systems as part of the new retail. Excellence with Economy in Engineering 9 https://mpncnetau.sharepoint.com/sites/administration/shared documents/9000-9999/9900- 9999/9954/report/29-09-23 stormwater management plan_issue a.docx
Section 11
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4.5.3 Stormwater Quality Management Strategy
In order to satisfy the requirements of the State Planning Policy July 2017 for the adequate
treatment of stormwater runoff, natural treatment solutions have been provided to remove
hydrocarbons, suspended solids and nutrients prior to being discharged from site.
5.3.3.1 Potential Pollutants Generated
The pollutants that could be potentially generated as a result of the development use are as
follows:
• Litter
• Sediment
• Nutrients (Nitrogen and Phosphorous)
• Hydrocarbons (oils and grease)
• Surfactants
• Pathogens/Faecal Coliforms (bacteria and viruses)
The MUSIC computer modelling program developed by the Co-operative Research Centre for
Catchment Hydrology was used to predict the performance of the proposed stormwater treatment
train.
At this stage the pollutants modelled in MUSIC are Total Suspended Solids (TSS), Total
Phosphorous (TP) and Total Nitrogen (TN).
5.3.3.2 Rainfall
The rainfall data used in the model was based on the Bureau of Meteorology data from rainfall
station 40059 Cooroy Composite. The model was run for a 10-year period from 1 January 1973 to
31 December 1983. The modelling time step was 6 minutes.
5.3.3.3 Rainfall Runoff Properties
In accordance with the recommendations of Water By Design’s MUSIC Modelling Guidelines for
South East Queensland rainfall runoff properties for commercial areas have been used.
These are listed in Table 1 below.
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Parameter Value
Rainfall Threshold (mm) 1
Soil Storage Capacity (mm) 18
Initial Storage (% of capacity) 10
Field Capacity (mm) 80
Infiltration Capacity Co-efficient a 243
Infiltration Capacity Co-efficient b 0.6
Initial Depth (mm) 50
Daily Recharge Rate (%) 0
Daily Base Flow Rate (%) 31
Deep Seepage (%) 0
Table 1 – MUSIC Rainfall Runoff Parameters (Commercial)
5.3.3.4 Pollutant Export Parameters
Specific Pollutant Export Parameters must be applied to each node type as cited in the Water By
Design MUSIC Modelling Guidelines. The values shown in Table 2 are for split catchment
commercial areas.
Runoff pollutant concentrations are generated stochastically from the defined mean and standard
deviation.
Land Use – Commercial Log10 TSS (mg/L) Log10 TP (mg/L) Log10 TN (mg/L)
Base Storm Base Storm Base Storm
Flow Flow Flow Flow Flow Flow
Roof Mean 0 1.30 0 -0.89 0 0.37
Std. Dev. 0 0.38 0 0.34 0 0.34
Roads Mean 0.78 2.43 -0.6 -0.30 0.32 0.37
Std. Dev. 0.39 0.38 0.5 0.34 0.30 0.34
Ground Mean 0.78 2.16 -0.6 -0.39 0.32 0.37
Level/Open
Space Std. Dev. 0.39 0.38 0.5 0.34 0.30 0.34
Table 2 – Pollutant Export Parameters (Commercial)
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Section 13
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5.3.3.5 Water Quality Objectives
The Water Quality Objectives of the receiving waters for the proposed development have been
obtained from State Planning Policy July 2017. The State Planning Policy load reduction targets are
summarised in Table 3 below.
WATER QUALITY OBJECTIVES
Total Suspended Total Nitrogen Total Litter/Gross
Solids (TSS) % (TN) % Phosphorous Pollutants % Oils/Grease
Reduction Reduction (TP) % Reduction Reduction
No visible films
80 45 60 90
or odours
Table 3 – Water Quality Objectives
5.3.3.6 Treatment Plan
In order to achieve the Water Quality Objectives for the proposed development, it is proposed to
use natural treatment methods to treat the runoff prior to discharge from the site.
Stormwater runoff from the roof will be captured in a series of new gutters, downpipes and pits,
which will discharge along with the remaining suspended car park catchments to bioretention
basins, where Q1 flows will receive treatment while additional flows with discharge into the
external stormwater network.
The bioretention basins are located to pickup direct downpipe flows to ensure the basins remain
shallow when compared to the surrounding ground levels.
Runoff from the existing car park areas will continue to discharge through the existing bio basins
which will be retained as part of the Stage 2 development works.
Treated water and overflows will discharge into the new stormwater pipe networks constructed as
part of the Stage 2 retail developments.
The treatment plan for the proposed development is depicted on MPN Plans 9954 DA03-DA08
attached in Appendix 2, with MUSIC excerpt below.
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Section 14
29 September 2023
Figure 3 – Treatment Plan
5.3.3.7 MUSIC Results
The resulting percentage based load reductions at the outlet are shown in Table 4 below together
with the Water Quality Objectives for the receiving waters.
Residual
Sources % Reduction Target %
Load
Total Suspended Solids (kg/yr) 7260 1360 81.2 80
Total Phosphorous (kg/yr) 14.8 4.06 72.6 60
Total Nitrogen (kg/yr) 103 50.2 51.4 45
Gross Pollutants (kg/yr) 745 0 100 90
Table 4 – Percentage Based Load Reduction Results
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Section 15
29 September 2023 5.3.3.8 POD Pollutant Reduction 5.3.3.8.1 Litter Rubbish bins will be located within the building and car park for use by staff and visitors. The carparks will be cleaned regularly. As a result of this and with the installation of the treatment devices, levels of litter exiting the site via stormwater are expected to be negligible. 5.3.3.8.2 Sediment The TSS outflow is identified in Table 4 above. As can be seen from the above table the pollutant load reduction achieves the Water Quality Objectives. The TSS level is therefore considered acceptable. 5.3.3.8.3 Nitrogen and Phosphorous The TN and TP loads are identified in the above Table 4. As can be seen the TN and TP loads leaving the site achieve the Water Quality Objectives. The Nitrogen and Phosphorous residual loads are therefore considered acceptable. 5.3.3.8.4 Hydrocarbons Hydrocarbons will become trapped within the bioretention filter media. When there is a build-up of hydrocarbons within the bioretention basin, the top layer of the filter media can be removed and replaced ensuring that no hydrocarbons are discharged from the site. Studies have shown that micro-organisms in the organic mulch layer degrade and break down the petroleum-based hydrocarbons and hence they will not be discharged from site. 5.3.3.9 Surfactants Washing of cars is not expected on site for the proposed development, as a result surfactants should not be an issue for the drainage system. 5.3.3.9.1 Heavy Metals Heavy metals in stormwater runoff generally become attached to fine sediment. The bioretention basin will remove the majority of this fine sediment. The removal of the fine sediment should effectively remove most of the heavy metals in the runoff. 5.3.3.9.2 Pathogens/Faecal Coliforms Domestic animals within the development will be under the control of their owners at all times and the owners will be expected to clean up after them. Excellence with Economy in Engineering 14 https://mpncnetau.sharepoint.com/sites/administration/shared documents/9000-9999/9900- 9999/9954/report/29-09-23 stormwater management plan_issue a.docx
Section 16
29 September 2023
4.6 Proposed Stormwater Quality Treatment Devices
4.6.1 Locations
The location of the proposed stormwater quality treatment device is shown on MPN Plan 9954-
DA03-DA06 attached in Appendix 2.
4.6.2 Device and Size
The device type and size are depicted on MPN Plan 9954-DA.08 attached in Appendix 2.
4.6.3 Operation
The bioretention basin operates by filtering runoff through densely planted surface vegetation,
then percolating the water through a sandy loam filter media with details as per MPN Plan 9954-
DA07 attached in Appendix 2. As the water is percolated through the soil, pollutants are captured
by fine filtration, adsorption and biological uptake.
4.6.4 Maintenance
For the initial maintenance of the bioretention basin it is important to remove weeds and debris,
with regular watering until plants are established and actively growing.
Watering is to be undertaken following the construction of the basin at the following frequency:
• Week 1 – 6, 5 times/week
• Week 6 – 10, 3 times/week
• Week 11 – 15, 2 times/week
If there is no rain, each plant should receive 2.5 – 5.0 litres of water per week during establishment
in the first 6 weeks (40mm/week).
Watering requirements to sustain healthy vegetation should be determined during ongoing
maintenance visits.
Detailed establishment techniques can be found in the Water By Design Construction and
Establishment Guidelines.
Inspections are also recommended following large storm events to check for scour and other
damage.
Maintenance of the bioretention basin will include:
• Routine inspections of surface profile to identify areas of sediment buildup, scour and
erosion or clogging of the filter media;
• Routine inspection of the overflow pits and under drains for blockages and litter buildup;
• Removal of sediment where it is smothering the basin vegetation; and
• Repair all basin damage due to scour or erosion by replacement of filter media and
vegetation.
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Section 17
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A Bioretention Basin Maintenance Checklist is attached in Appendix 4.
Detailed maintenance techniques can be found in the Water By Design Maintaining Vegetated
Assets Guideline.
4.7 Construction Phase (Sediment and Erosion Control)
4.7.1 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.
4.7.2 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.
4.7.3 Erosion and Sediment Control Measures
• Obtain a licence or approval to operate activities that are classed as environmental
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.
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• 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.
• 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.
4.7.4 Erosion 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).
4.7.5 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.
4.7.6 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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4.7.7 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.
4.7.8 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 20
29 September 2023 5 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. The lawful point of discharge for the development site is the existing internal Noosa Civic Shopping Centre stormwater infrastructure south of the proposed development. The existing Noosa Civic Shopping Centre lawful point of discharge is the creek to the south of the site. Stormwater runoff from the new roof and car park areas will be directed to a series of bioretention basins for stormwater quality treatment. The site catchments will be split with a new stormwater pipe network along both the northern and southern extents of the basement. The existing car park will continue to drain to the remaining bioretention basins which will be retained as part of the Stage 2 retail development. Stormwater discharged from site is proposed to be consistent with the existing retail centre discharge. Minor flows will discharge via the existing and proposed internal network with the major flows flowing down the internal roads for discharge to the creek to the south. The retail centre will be constructed over existing impervious area and will not increase the peak runoff volumes, therefore no detention is proposed for this development. 6 LIMITATIONS OF REPORT MPN have prepared this report for the proposed Stage 2 retail development at Eenie Creek Road Noosaville in accordance with MPN’s proposal to Stockwell. This report is provided for the exclusive use of Stockwell for this specific project and its requirements. It should not be used or relied upon by a third party and MPN accept no responsibility for the use of this report by any party other than Stockwell. Excellence with Economy in Engineering 19 https://mpncnetau.sharepoint.com/sites/administration/shared documents/9000-9999/9900- 9999/9954/report/29-09-23 stormwater management plan_issue a.docx
Section 21
29 September 2023
Appendix 1
Architectural Plans
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Section 22
Rev. Date Description Iss. Appr.
A 09.10.2023 DEVELOPMENT APPLICATION ISSUE MM GS
SITE's
SET-OUT
PT.
119° 17' 30"
RMU TFMR
118° 27' 35"
96° 52' 00"
900
3.13 m 104.15 m 142.96 m
96° 52' 00" 2° 22' 30"
2000
2.40 m 11.56 m
113° 22' 30"
209° 17' 30"
5.17 m
84.48 m
24° 22' 50"
45.85 m
RETAIL STAGE 2
DEVELOPMENT Do not scale this drawing. Verify all dimensions on site before commencing
209° 17' 30"
any work. Copyright © 2023 Buchan. This drawing remains the property of
84.48 m
The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
prior consent is forbidden.
29° 44' 40"
19.21 m 176° 28' 30" File
\ACCDocs\Buchan\719021-R22-Noosa_Civic_Precinct\
6.88 m
201° 39' 4
89° 25' 30"
11.89 m
6.54 m
116° 25' 10"
13.79 m
5"
189
2° 4 2 m
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17' 45
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68.
4.19
3' 5
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5
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15.38
5"
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224°
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229
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44 ' 00
23.42
92° 1 m
223°
6.0
5"
° 16' 2 241
97
0"
1m
99.0
76 0' 4
m
4
35 .38 m
.38
1°
8°
24
12
05
LOT 1
' 30
12° 1 m
11.9
"
SP322201
3' 25
2
RETAIL STAGE 2
"
6° 4
DEVELOPMENT AREA
19.9
3' 4
35 0.29
EXTENTS SHOWN BLACK
RMU
2m
0°
33.8 ' 30"
5"
TFM
R
2
01 m
2m
' 00" 313° 23' 30
° 48
'3
FH
FHR
289° 40
5"
33 17.48 "
232
9° 5.21 m
34 5.0
m
5.9 01' 0
9° 5 m
3° 5 6 m
MAJOR CENTRE
2
26
7 m 0"
15.
"
'5
' 55
3' 5
5C RETAIL PRECINCT
4
5"
FH
8
FHR
277° 42' 00" ° 1
5"
272 .11 m
' 00"
7.69 m
EXTENTS SHOWN RED DASHED
34.65 m
35
29° 17' 20"
219° 42
20.99 m
"
17 6' 15
17° 00' 30"
FHR
FH
m
9.48 m
0
.14
0°
249° 27' 30"
24
6.87 m 299° 17' 25" LOT 1 BOUNDARY
340° 45' 335" 124.46 m
12.91 m EXTENTS SHOWN BLACK DASHED
Project
NOOSA CIVIC RETAIL
STAGE 2 DEVELOPMENT
28 Eenie Creek Rd
Noosaville QLD 4566
1 LOT 1 - DEVELOPMENT SITE PLAN
1 : 1000 Project Number
719021
Status
PRECINCT 5C DEVELOPMENT APPLICATION
RETAIL PRECINCT Date Plotted
9/10/2023 2:54:59 PM
DEVELOPMENT EXTENTS: EXISTING N
Date Issued
09.10.2023
SITE AREA: 65,576 m2 Scale
Drawing Title
REAL PROPERTY Sheet Number Sheet Name Revision Revision Date
DESCRIPTION: A-DA- 0000 TITLE SHEET AND DEVELOPMENT SITE PLAN A 09.10.2023 TITLE SHEET AND
LOT 1 ON
SURVEY PLAN 322201
A-DA- 1000
A-DA- 1010
GROUND FLOOR PLAN
BASEMENT FLOOR PLAN
A
A
09.10.2023
09.10.2023
DEVELOPMENT SITE PLAN
A-DA- 1020 LEVEL ONE / ROOF FLOOR PLAN A 09.10.2023
LOCAL GOVERNMENT: A-DA- 2000 OVERALL SECTIONS A 09.10.2023
NOOSA COUNCIL A-DA- 3000 OVERALL ELEVATIONS A 09.10.2023
A-DA- 3001 RETAIL BUILDING ELEVATIONS A 09.10.2023
A-DA- 3002 CARPARK BUILDING ELEVATIONS A 09.10.2023
A-DA- 4000 RETAIL BUILDING MATERIAL PALETTE A 09.10.2023
A-DA- 4001 CARPARK BUILDING MATERIAL PALETTE A 09.10.2023 Drawing Number Revision
A-DA-0000 A
SITE
LOCATION
CONTEXT PLAN
1:1 Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
Section 23
Rev. Date Description Iss. Appr.
A 09.10.2023 DEVELOPMENT APPLICATION ISSUE MM GS
B K
A C D E F G H I J L M N O P Q R S T U V W X Y Z
RMU TFMR
MAJOR CENTRE CIVIC DRIVE 4 3 3 MAJOR CENTRE
5B SHOWROOM PRECINCT (PRIVATE ROAD) 5B SHOWROOM PRECINCT
2000 3000 2000
MAJOR CENTRE MAJOR CENTRE
5C RETAIL PRECINCT 5A BUSINESS PARK PRECINCT
Do not scale this drawing. Verify all dimensions on site before commencing
any work. Copyright © 2023 Buchan. This drawing remains the property of
The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
prior consent is forbidden.
B/R 20m2
1
B/R 20m2 B/R 20m2
MAJOR CENTRE CT
File
5C RETAIL PR
MAJOR CENTRE
5A BUSINESS
2 B/R
\ACCDocs\Buchan\719021-R22-Noosa_Civic_Precinct\
3 RAMP RAMP
20m2
AREA SCHEDULE
ECIN
PARK PRECIN
B/R
LOT 1 RETAIL PROPOSED 6,500m2
20m2
4 TOTAL RETAIL 6,500m2
CT
RETAIL RETAIL
RETAIL STAGE 2 DEVELOPMENT
5 1 1
2000 2000 DEVELOPMENT AREA 25,921m2
SITE COVER 63.80%
PLOT RATIO 0.2508
6 NOTE:
LANDSCAPING AREA
LANDSCAPING COVER
3321 m2
12.81%
INTERTENANCY WALLS
33 SHOWN INDICATIVELY
BOULEVARD
PARKING
(PRIVATE ROAD)
7 BAYS Modified
B/R
CAR PARKING SCHEDULE
TOTAL REQUIRED 325
LOT 1 EXISTING REMOVED -829
8 LOADING inclusive of STANDARD -818
212 PWD -11
4 PARKING 2 NEW: BASEMENT 588
3002
3001
BAYS inclusive of STANDARD 579
3000 3000
9 RAMP
PWD
NEW: GROUND - UNDERCROFT 212
9
inclusive of STANDARD 206
B/R RETAIL PWD 6
10m2
10 NOTE:
7000
NEW: GROUND - BOULEVARD
inclusive of STANDARD
58
58
58 PWD 0
Modified INTERTENANCY WALLS PLANT T
PARKING INC NEW: GROUND - WEST 33
B/R SHOWN INDICATIVELY
REC
BAYS AMENITIES E P inclusive of STANDARD 33
TR RK
11 R C
JO INE
EN S PA
S
PWD 0
MA BUS NEW: DECK 263
B/R E.O.T. 5A inclusive of STANDARD 260
10m2 PWD 3
12 E
RE NC
NT E CI
R
T
TOTAL PROVIDED NET GAIN 325
RC P
JO AIL
inclusive of STANDARD 318
RETAIL MA RET PWD 7
5C
13
BICYCLE PARKING SCHEDULE
B/R LOT 1 PUBLIC BICYCLE RACK 6
14 20m2 END OF TRIP SECURE STORAGE 16
TOTAL COMBINED 22
B/R
15 B/R 20m2
3
20m2
2000
16
Project
NOOSA CIVIC RETAIL
STAGE 2 DEVELOPMENT
B/R 20m2
B/R 28 Eenie Creek Rd
20m2
Noosaville QLD 4566
4 1
2000 3000
Project Number
719021
Status
DEVELOPMENT APPLICATION
Date Plotted
9/10/2023 2:54:39 PM N
NOOSA CIVIC Date Issued
09.10.2023
EXISTING CENTRE Scale
1 : 500 @A1
0 5 10 20 30M
Drawing Title
GROUND FLOOR PLAN
Drawing Number Revision
A-DA-1000 A
Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
Section 24
Rev. Date Description Iss. Appr.
A 09.10.2023 DEVELOPMENT APPLICATION ISSUE MM GS
B K
A C D E F G H I J L M N O P Q R S T U V W X Y Z
4 3
2000 2000
Do not scale this drawing. Verify all dimensions on site before commencing
any work. Copyright © 2023 Buchan. This drawing remains the property of
The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
prior consent is forbidden.
1 File
2 \ACCDocs\Buchan\719021-R22-Noosa_Civic_Precinct\
PLANT
3 RAMP
PLANT
4
5 1 1
2000 2000
6
LOBBY
7 CAR PARKING SCHEDULE
TOTAL REQUIRED 325
LOT 1 EXISTING REMOVED -829
8 inclusive of STANDARD
PWD
-818
-11
NEW: BASEMENT 588
inclusive of STANDARD 579
6200
9 588 RAMP
PWD
NEW: GROUND - UNDERCROFT 212
9
PLANT
inclusive of STANDARD 206
PARKING
PWD 6
BAYS
10 NEW: GROUND - BOULEVARD
inclusive of STANDARD
58
58
PLANT
PWD 0
NEW: GROUND - WEST 33
inclusive of STANDARD 33
11 PWD 0
NEW: DECK 263
inclusive of STANDARD 260
PWD 3
12 TOTAL PROVIDED NET GAIN 325
inclusive of STANDARD 318
PWD 7
13
LOBBY BICYCLE PARKING SCHEDULE
LOT 1 PUBLIC BICYCLE RACK 6
14 END OF TRIP SECURE STORAGE 16
LIFT TOTAL COMBINED 22
15
16
Project
NOOSA CIVIC RETAIL
STAGE 2 DEVELOPMENT
28 Eenie Creek Rd
Noosaville QLD 4566
4 3
2000 2000
Project Number
719021
Status
DEVELOPMENT APPLICATION
Date Plotted
9/10/2023 2:57:23 PM N
Date Issued
09.10.2023
Scale
1 : 500 @A1
0 5 10 20 30M
Drawing Title
BASEMENT FLOOR PLAN
Drawing Number Revision
A-DA-1010 A
Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
Section 25
Rev. Date Description Iss. Appr.
A 09.10.2023 DEVELOPMENT APPLICATION ISSUE MM GS
B K
A C D E F G H I J L M N O P Q R S T U V W X Y Z
4 3 3
2000 3000 2000
OM.P.
13903
OM.P. - OUTERMOST PROJECTION
OVERHANG
OVERHANG
TO ROOF
OM.P.
16298
TO ROOF
TO WALL
Do not scale this drawing. Verify all dimensions on site before commencing
TO WALL
TO WALL
12991
OVERHANG
OM.P.
15867
17160
16373
any work. Copyright © 2023 Buchan. This drawing remains the property of
19159
1200
1200
17379
The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
2000
prior consent is forbidden.
1 METAL ROOF File
2 SHEETING
3000
\ACCDocs\Buchan\719021-R22-Noosa_Civic_Precinct\
3
8000
TO ROOF
RAMP 4200
1.50°
METAL ROOF
SHEETING TO WALL
4 1200 3.00°
EAVES GUTTER
OVERHANG 3.00°
6200
6800
EAVES GUTTER METAL ROOF
SHEETING
5 1 1
2000 3.00° 2000
1200
6 4870 3.00° 3.00°
OVERHANG
3.00°
OVERHANG METAL ROOF
SHEETING METAL ROOF
SHEETING
7 BOX GUTTER CAR PARKING SCHEDULE
TOTAL REQUIRED 325
EAVES GUTTER EAVES GUTTER LOT 1 EXISTING REMOVED -829
8 21145
inclusive of STANDARD -818
LINE OF AWNING BELOW
LINE OF AWNING BELOW
263 2000 2000 TO WALL
PWD -11
4 PARKING OVERHANG OVERHANG NEW: BASEMENT 588
3002
3001
BAYS 19945 inclusive of STANDARD 579
3000
9 METAL ROOF
SHEETING
1200
TO ROOF PWD
NEW: GROUND - UNDERCROFT 212
9
OVERHANG inclusive of STANDARD 206
3.00°
1.50°
PWD 6
10 METAL ROOF
NEW: GROUND - BOULEVARD
inclusive of STANDARD
58
58
SHEETING EAVES GUTTER PWD 0
3.00° NEW: GROUND - WEST 33
inclusive of STANDARD 33
11 METAL ROOF 11904
PWD 0
NEW: DECK 263
1200 SHEETING TO WALL inclusive of STANDARD 260
OVERHANG PWD 3
12 EAVES GUTTER
TOTAL PROVIDED NET GAIN 325
inclusive of STANDARD 318
PWD 7
1.50°
13
BICYCLE PARKING SCHEDULE
LOT 1 PUBLIC BICYCLE RACK 6
14 METAL ROOF
SHEETING END OF TRIP SECURE STORAGE 16
TOTAL COMBINED 22
15 EDGE PLANTER
58
291 ALL
W LINE OF 3
TO
16 2000 Project
OV
ROOF OVER
NOOSA CIVIC RETAIL
120 ANG
1.5
ER
0°
0
H
STAGE 2 DEVELOPMENT
METAL ROOF
EDGE PLANTER SHEETING
28 Eenie Creek Rd
0°
1.5
METAL ROOF Noosaville QLD 4566
SHEETING
4 1
2000 3000
Project Number
719021
Status
DEVELOPMENT APPLICATION
Date Plotted
9/10/2023 2:57:05 PM N
Date Issued
09.10.2023
Scale
1 : 500 @A1
0 5 10 20 30M
Drawing Title
LEVEL ONE / ROOF FLOOR
PLAN
Drawing Number Revision
A-DA-1020 A
Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
Section 26
Rev. Date Description Iss. Appr.
A 09.10.2023 DEVELOPMENT APPLICATION ISSUE MM GS
5A BUSINESS PARK PRECINCT
5A BUSINESS PARK PRECINCT
5C RETAIL PRECINCT
5C RETAIL PRECINCT
MAJOR CENTRE
MAJOR CENTRE
MAJOR CENTRE
MAJOR CENTRE
2
2000
AB C D E F G H I J K L M N O P Q R S T U V W X Y Z SECTION REFERENCE KEY PLAN
LOT LOT
BOUNDARY
DECK FFL
1 24 DECK FFL 1/2
11.5 m DECK PARKING INTERNAL 11.5 m
GROUND FFL BOULEVARD RETAIL MALL RETAIL GROUND FFL
UNDERCROFT PARKING
8.5 m 8.5 m
BASEMENT FFL BASEMENT CARPARK BASEMENT CARPARK BASEMENT FFL
4.9 m 4.9 m
4 3
1 SECTION 1 - LONG SECTION THROUGH CAR PARK AND RETAIL Do not scale this drawing. Verify all dimensions on site before commencing
1000 1 : 500 any work. Copyright © 2023 Buchan. This drawing remains the property of
The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
prior consent is forbidden.
File
4300 HEIGHT ABOVE \ACCDocs\Buchan\719021-R22-Noosa_Civic_Precinct\
GROUND FLOOR LEVEL
A B C D E F G H I J K L M N O P Q R S T U V W X Y Z
6770 HEIGHT ABOVE 5115 HEIGHT ABOVE 7067 HEIGHT ABOVE 4098 HEIGHT ABOVE
GROUND FLOOR LEVEL GROUND FLOOR LEVEL GROUND FLOOR LEVEL GROUND FLOOR LEVEL
15270 15567
3.00° 3.00°
3.00°
6770
DECK FFL DECK PARKING DECK FFL
11.5 m 11.5 m
5115
4300
7067
4098
INTERNAL
UNDERCROFT PARKING BOULEVARD RETAIL MALL RETAIL
GROUND FFL GROUND FFL
8.5 m 8.5 m
BASEMENT CARPARK BASEMENT CARPARK
BASEMENT FFL BASEMENT FFL
4.9 m 4.9 m
2 SECTION 2 - LONG SECTION THROUGH CAR PARK AND RETAIL - Callout 1
2000 1 : 250
12 11 10 9 8 7 6 5 4 3 2 1
7080 HEIGHT ABOVE 5155 HEIGHT ABOVE
GROUND FLOOR LEVEL GROUND FLOOR LEVEL
5155 HEIGHT ABOVE 7138 HEIGHT ABOVE
GROUND FLOOR LEVEL GROUND FLOOR LEVEL
15 14 13 7190 HEIGHT ABOVE
GROUND FLOOR LEVEL
EXISTING MALL
7190
7138
7080
5115
5115
RETAIL RETAIL
GROUND FFL GROUND FFL
8.5 m 8.5 m
BASEMENT PARKING
BASEMENT FFL BASEMENT PARKING BASEMENT FFL
4.9 m 4.9 m
3 SECTION 3 - RETAIL Project
1000 1 : 250
NOOSA CIVIC RETAIL
12 11 10 9 8 7 6 5 4 3 2 1
STAGE 2 DEVELOPMENT
28 Eenie Creek Rd
4300 HEIGHT ABOVE
GROUND FLOOR LEVEL Noosaville QLD 4566
3000 HEIGHT ABOVE
15 14 13
GROUND FLOOR LEVEL
EXISTING MALL
16
Project Number
719021
DECK FFL DECK PARKING DECK FFL Status
11.5 m 11.5 m DEVELOPMENT APPLICATION
4300
Date Plotted
9/10/2023 2:15:11 PM
3000
GROUND FFL UNDERCROFT PARKING GROUND FFL
Date Issued
8.5 m 8.5 m 09.10.2023
Scale
BASEMENT CARPARK As indicated @A1
0 2.5 5 10 15M
BASEMENT FFL BASEMENT FFL
4.9 m 4.9 m
Drawing Title
OVERALL SECTIONS
4 SECTION 4 - CARPARK
1000 1 : 250
Drawing Number Revision
A-DA-2000 A
Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
Section 27
Rev. Date Description Iss. Appr.
A 09.10.2023 DEVELOPMENT APPLICATION ISSUE MM GS
5A BUSINESS PARK PRECINCT
1 1
5C RETAIL PRECINCT
3002 3001
MAJOR CENTRE
MAJOR CENTRE
BOUNDARY
LOT LOT
DECK FFL
11.5 m BOULEVARD
1 24
(PRIVATE ROAD)
GROUND FFL GROUND FFL
8.5 m 8.5 m
Do not scale this drawing. Verify all dimensions on site before commencing
1 SOUTH OVERALL ELEVATION any work. Copyright © 2023 Buchan. This drawing remains the property of
The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
prior consent is forbidden.
1000 1 : 500
File
\ACCDocs\Buchan\719021-R22-Noosa_Civic_Precinct\
2
5B SHOWROOM PRECINCT
3001
5C RETAIL PRECINCT
MAJOR CENTRE
MAJOR CENTRE
BOUNDARY
PRIVATE
GROUND FFL ROAD
8.5 m
2 EAST OVERALL ELEVATION
1000 1 : 500
5A BUSINESS PARK PRECINCT
3 3
5C RETAIL PRECINCT
3001 3002
MAJOR CENTRE
MAJOR CENTRE
BOUNDARY
LOT LOT
24 1 DECK FFL
11.5 m
BOULEVARD
GROUND FFL (PRIVATE ROAD) GROUND FFL
8.5 m 8.5 m
3 NORTH OVERALL ELEVATION
1000 1 : 500
Project
NOOSA CIVIC RETAIL
STAGE 2 DEVELOPMENT
28 Eenie Creek Rd
Noosaville QLD 4566
5B SHOWROOM PRECINCT
4
5C RETAIL PRECINCT
3002
MAJOR CENTRE
MAJOR CENTRE
Project Number
719021
Status
DEVELOPMENT APPLICATION
BOUNDARY
Date Plotted
9/10/2023 2:13:08 PM
Date Issued
09.10.2023
PRIVATE DECK FFL
ROAD 11.5 m Scale
1 : 500 @A1
0 10 20 40 60M
GROUND FFL GROUND FFL
8.5 m 8.5 m
Drawing Title
OVERALL ELEVATIONS
4 WEST OVERALL ELEVATION
1000 1 : 500
Drawing Number Revision
A-DA-3000 A
Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
Section 28
Rev. Date Description Iss. Appr.
A 09.10.2023 DEVELOPMENT APPLICATION ISSUE MM GS
5A BUSINESS PARK PRECINCT
K L M N O P Q R 3 S T U V W X Y Z
2000
5C RETAIL PRECINCT
7000
MAJOR CENTRE
MAJOR CENTRE
BOULEVARD (PRIVATE ROAD)
MTL-01 FC-01 MTL-02 MRS-01 MRS-01 MRS-01 CLD-01 FC-01 SCR-01 MTL-02 MTL-01 CFC-02 CON-01
RL 7080 RL 7300
RL 6773
REFER
SHEET 3002
FOR CARPARK MTL-01
BUILDING
PAV-02
3000
PAV-02
GROUND FFL
8.5 m
Do not scale this drawing. Verify all dimensions on site before commencing
any work. Copyright © 2023 Buchan. This drawing remains the property of
1
The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
1 SOUTH ELEVATION - RETAIL 2000
prior consent is forbidden.
3000 1 : 200 File
\ACCDocs\Buchan\719021-R22-Noosa_Civic_Precinct\
12 11 10 9 8 7 6 5 4 3 2 1
MRS-01 CFC-02 CON-01 CON-01 SCR-02 CFC-01 CON-01 MRS-01
RL 7300
RL 4780 PRIVATE
ROAD
PAV-03 CON-01 GROUND FFL
SCR-02 SCR-01 8.5 m
2 EAST ELEVATION - RETAIL EXISTING TREES SHOWN INDICATIVELY MATERIAL CODE LEGEND
3000 1 : 200 BAL-01 POWDERCOATED METAL BALUSTRADE
PROPOSED TREES SHOWN INDICATIVELY, DASHED GREEN, BL-01 PAINTED RENDERED BLOCKWORK
BK-01 LOW HEIGHT BRICK SEATING
REFER TO LANDSCAPE ARCHITECT'S DOCUMENTATION CFC-01 EXPRESS JOINT PAINTED CFC PANEL
CFC-02 SEAMLESS JOINT PAINTED CFC PANEL
FC-01 BRUSHED CONCRETE FC PANEL
CLD-01 TIMBER LOOK ALUMINIUM CLADDING
3
CON-01 PAINTED CONCRETE PANEL
CON-02 TEXTURED CONCRETE
Z Y X W V U T S 2000 R Q P O N M L K
PAV-01
PAV-02
COLOURED CONCRETE PAVING
EXPOSED AGGREGATE CONCRETE PAVING
PAV-03 BRUSHED CONCRETE PAVING
MW-01 METAL WIRES
5A BUSINESS PARK PRECINCT
MRS-01 COLOURBOND METAL ROOF SHEETING
MTL-01 POWDERCOATED METAL FRAME
MTL-02 INTEGRATED METAL SIGNAGE
SCR-01 TIMBER-LOOK ALUMINIUM BATTEN
5C RETAIL PRECINCT
SCR-02 COLOURED POWDERCOATED ALUMINIUM BATTEN
CON-01 CFC-01 SCR-02 FC-01 SCR-01 CFC-01 MRS-01 MRS-01 CLD-01 SCR-02 7000 SCR-03 POWDERCOATED LOUVERS
MAJOR CENTRE
MAJOR CENTRE
BOULEVARD (PRIVATE ROAD)
RL 7067 RL 7190
REFER
SHEET 3002
MTL-01 FOR CARPARK
BUILDING
PAV-02 PAV-02 GROUND FFL
8.5 m
Project
NOOSA CIVIC RETAIL
STAGE 2 DEVELOPMENT
3 NORTH ELEVATION - RETAIL 28 Eenie Creek Rd
3000 1 : 200 Noosaville QLD 4566
1
2000
Project Number
719021
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Status
DEVELOPMENT APPLICATION
Date Plotted
9/10/2023 2:13:51 PM
Date Issued
FOOTPATH 09.10.2023
Scale
FC-01 SCR-01 MTL-02 MTL-01 MRS-01 CON-02 BL-01 SCR-02 MTL-01 MTL-02 FC-01 SCR-01 1 : 200 @A1
0 2 4 8 12M
RL 8100
Drawing Title
RL 6773
RETAIL BUILDING ELEVATIONS
MTL-01
PRIVATE
ROAD
PAV-02 PAV-02 PAV-02
Drawing Number Revision
A-DA-3001 A
4 WEST ELEVATION - RETAIL
1000 1 : 200
Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
The text continues on section 29.