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RFI - Attachment 5 - Amended Stormwater Management Plan · MCU22/0094
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STORMWATER MANAGEMENT PLAN
LOT 4 CHILDCARE CENTRE
AT NOOSA BUSINESS CENTRE
EENIE CREEK ROAD, NOOSAVILLE
Prepared By:
MPN CONSULTING PTY LTD
Level 5
39 Sherwood Road
Toowong
Queensland
4066 • Australia
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Section 2
31 March 2023
REVISION STATUS
MPN Reference No: 9307
Client: Stockwell
Site Address: Lot 4, Noosa Business Centre
Eenie Creek Road, Noosaville
Report Title: Stormwater Management Plan
DOCUMENT CONTROL
Version Date Author Reviewer Approved RPEQ
Draft 11/05/2022 Ben Tarrant Lachlan Stephenson LLS 16903
Issue A 20/05/2022 Ben Tarrant Lachlan Stephenson LLS 16903
Issue B 06/07/2022 Ben Tarrant Lachlan Stephenson 16903
Issue C 10/03/2023 Ben Tarrant Lachlan Stephenson 16903
Issue D 31/03/2023 Ben Tarrant Lachlan Stephenson 16903
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EXECUTIVE SUMMARY
This report has been commissioned by Stockwell to support the Development Application for the
proposed childcare centre development at the Lot 4, Noosa Business Centre, 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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Table of Contents
EXECUTIVE SUMMARY 2
1 PURPOSE 5
2 INTRODUCTION 5
2.1 Project Description 5
3 SITE CHARACTERISTICS 6
3.1 Site location 6
3.2 Topography and Existing Site Drainage 6
4 SITE DATA 7
5 STORMWATER 7
5.1 Flooding 7
5.2 Lawful Point of Discharge 7
5.3 Site Based Stormwater Management Plan 7
5.4 Operational Phase 7
5.5 Proposed Stormwater Quality Treatment Devices 13
5.6 Construction Phase (Sediment and Erosion Control) 14
6 CONCLUSION 16
7 LIMITATIONS OF REPORT 16
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Section 5
31 March 2023 Table of Figures Figure 1 – Proposed Development 5 Figure 2 – Site Location 6 Figure 3 – Treatment Plan 11 Table of Tables Table 1 – MUSIC Rainfall Runoff Parameters (Commercial) 9 Table 2 – Pollutant Export Parameters (Commercial) 10 Table 3 – Water Quality Objectives 10 Table 4 - Rainwater Tank Calculations 11 Table 5 – Percentage Based Load Reduction Results 12 Table of Appendices Appendix 1 Architectural Plans 17 Appendix 2 Site Survey 18 Appendix 3 MPN Plans 19 Appendix 4 Bioretention Basin Maintenance Checklist 20 Excellence with Economy in Engineering 4 https://mpncnetau.sharepoint.com/sites/administration/shared documents/9000-9999/9300- 9399/9307/reports/31-03-23 stormwater management plan_issue d.docx
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1 PURPOSE
This Stormwater Management Plan has been prepared as part of the Development Application for
the proposed child care development at Lot 4, Noosa Business Centre, Eenie Creek Road,
Noosaville.
2 INTRODUCTION
2.1 Project Description
The current proposal involves the construction of a new childcare centre within the Noosa
Business Centre, consisting of a single storey building, on-grade carparking, landscaped areas and a
bioretention basin. Access to the site will be via roads that are currently under construction off
Hofmann Drive. A new public thoroughfare will be located along the western boundary of the site.
The proposed Plan of Development is depicted on the architectural plans prepared by Elevation
Architecture, 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 known as
Lot 3 on SP246584.
The proposed development will be on a new Lot 4 created as part of the overall reconfiguration of a
lot currently being undertaken, where the development will be accessed from the future road
continuing off Hofmann Drive. The site is within a major centre zone and a business park precinct.
The site has been cleared and remediated in preparation of development (refer to Figure 2). This
development will bring an environmental conservation zone to the west, village mixed use precinct
to the north, a swim school to the east and an access road to the south.
Figure 2 – Site Location
3.2 Topography and Existing Site Drainage
The site is undergoing clearing of dense tree coverage over the subdivision area, where a gentle
slope falls from the North-East corner, down to the South-West corner. Levels range from a high RL
of 5.50m, to a low RL of 4.0m.
Stormwater runoff from the existing site sheet flows south-west towards the creek upstream of
Eenie Creek.
A copy of a survey plan for the site prepared by Norris Clarke & O’Brien is attached in Appendix 2.
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4 SITE DATA
Site data has been obtained from the following sources of information:
• Survey Data
• Noosa Shire Council (NSC)
• Satellite imagery
• Relevant reports
• Dial Before You Dig (DBYD).
5 STORMWATER
5.1 Flooding
Based on Noosa Shire Council flood mapping, the site is not subject to flooding from any sources.
5.2 Lawful Point of Discharge
The lawful point of discharge for the development site is the Noosa Civic subdivision stormwater
network, South-West of the site within the future access road corridor. The existing Noosa Civic
lawful point of discharge is the Creek to the South of the site, off Eenie Creek.
5.3 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.
5.4 Operational Phase
5.4.1 Proposed Site Drainage
Stormwater runoff from the proposed development will be collected and conveyed in a new
stormwater pit and pipe network to the proposed Noosa Civic stormwater network.
Stormwater runoff from the new roof, carpark and landscaped areas will be directed to a
bioretention basin for stormwater quality treatment. High flow bypasses will be constructed
around the bioretention basins for flows exceeding the treatment flows.
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Approximately 140m2 of the access driveway, pavement and landscaped areas will bypass the
bioretention basins to allow the driveways to join neatly into the existing access road. The treated
areas will be over treated so the overall net water quality objectives are achieved for the
development.
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.
This development sits within a lot that has been allowed for in previous stormwater calculations,
therefore no detention is proposed for this development.
The proposed conceptual stormwater drainage layout is depicted on MPN Plan 9307-CP.1.01,
attached in Appendix 3.
5.4.2 Stormwater Quantity Management Strategy
The proposed development site will connect into the existing drainage system for the Noosa Civic
Subdivision. 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. There will be no impacts to external properties as a result of the development flows
through the internal site system.
5.4.3 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.
5.4.3.1 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).
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5.4.3.2 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.
5.4.3.3 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.
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)
5.4.3.4 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.
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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)
5.4.3.5 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
5.4.3.6 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 on ground catchments to the bioretention basin,
where Q1 flows will receive treatment while additional flows will discharge into the external
stormwater network.
Approximately 140m2 of the access driveway, footpath and landscaped areas will bypass the
bioretention basin. This bypass has been compensated for in the model so the overall net water
quality objectives are achieved for the development.
Stormwater collected from the roof will be harvested within the proposed 1.5kL slimline rainwater
tank. This volume will have the capacity for year-round toilet flushing reuse, meeting the water
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demand of 1018L/day. This approximation of water demand has been calculated using the
information within Table 4 below.
RAINWATER TANK ASSUMPTIONS
Time 8 hours a day, 5 days a week
96 children
People
17 adults
12L/single flush (adult)
Flush (L)
3.5L/flush (children’s toilet)
Frequency of Use 2 flushes per person, per day
Table 4 - Rainwater Tank Calculations
A grass lined swale will capture stormwater runoff along the southern lot boundary, in which
landscaped areas slope away from the proposed building and carpark. Pit and pipe network will
convey runoff into the bioretention basin for treatment.
Treated water will discharge off site via a proposed stormwater connection. The treatment plan for
the proposed development is depicted on MPN Plan 9307-CP.1.01 attached in Appendix 3, with
MUSIC excerpt in Figure 3.
Figure 3 – Treatment Plan
5.4.3.7 MUSIC Results
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The resulting percentage-based load reductions at the outlet are shown in Table 5 below together
with the Water Quality Objectives for the receiving waters.
Residual
Sources % Reduction Target %
Load
Total Suspended Solids (kg/yr) 472 94.1 80.1 80
Total Phosporous (kg/yr) 1.21 0.326 73.1 60
Total Nitrogen (kg/yr) 10 4.42 55.8 45
Gross Pollutants (kg/yr) 71.3 3.25 95.4 90
Table 5 – Percentage Based Load Reduction Results
5.4.3.8 POD Pollutant Reduction
5.4.3.8.1 Litter
Rubbish bins will be located within the on-site bin store, 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.
5.4.3.8.2 Sediment
The TSS outflow is identified in Table 5 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.
5.4.3.8.3 Nitrogen and Phosphorous
The TN and TP loads are identified in the Table 5. 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.
5.4.3.8.4 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.
5.4.3.9 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.
5.4.3.9.1 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.
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5.4.3.9.2 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.
5.5 Proposed Stormwater Quality Treatment Devices
5.5.1 Locations
The location of the proposed stormwater quality treatment device is shown on MPN Plan 9307-
CP.1.01, attached in Appendix 3.
5.5.2 Device and Size
The device type and size are depicted on MPN Plan 9307-CP.1.01, attached in Appendix 3.
5.5.3 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 9307-
CP.1.01, attached in Appendix 3. As the water is percolated through the soil, pollutants are
captured by fine filtration, adsorption and biological uptake.
5.5.4 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 build-up, scour and
erosion or clogging of the filter media;
• Routine inspection of the overflow pits and under drains for blockages and litter build-up;
• Removal of sediment where it is smothering the basin vegetation; and
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• Repair all basin damage due to scour or erosion by replacement of filter media and
vegetation.
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.
5.6 Construction Phase (Sediment and Erosion Control)
5.6.1 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.
5.6.2 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.
5.6.3 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.
5.6.4 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).
5.6.5 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.
5.6.6 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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5.6.7 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.
5.6.8 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.
6 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 and future Noosa Civic
Subdivision stormwater infrastructure south-west of the proposed development. The existing
Noosa Civic lawful point of discharge is the Creek to the south of the site.
Stormwater runoff from the new roof, carpark, internal road and servicing areas will be directed to
a bioretention basin for stormwater quality treatment. High flow bypasses will be constructed
around the bioretention basins for flows exceeding the treatment flows. Roof water will be
harvested via a new slimline 1.5kL rainwater tank, sufficient for toilet flushing reuse.
Approximately 140m2 of the access driveway and landscaped areas will bypass the bioretention
basins to allow the driveways to join neatly into the existing internal road system. The treated
areas will be over treated so the overall net water quality objectives are achieved for the
development.
Stormwater discharged from site is proposed to be consistent with the existing Noosa Civic
Subdivision. The development sits within a lot that has been allowed for in subdivision works
stormwater calculations, therefore no detention is proposed for this development.
7 LIMITATIONS OF REPORT
MPN have prepared this report for the proposed childcare centre development at Lot 4, Noosa
Business Centre, 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.
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Appendix 1
Architectural Plans
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Sanctuary Noosa Childcare Centre
DRAWING LIST - DA
Drawing No. Sheet Name Revision
00.01 Context & Locality Plans 08
01.01 Site Context 11
01.02 Site Plan - Open Space 12
01.03 SIte Plan - 3D 08
03.01 Floor Plan - Ground 12
04.01 Roof 08
09.01 Elevations 10
09.02 Elevations - Fencing 07
10.01 Sections 09
Revision Project Architect Stage Project No.
Context & Locality Plans
04 Updated Drawings 17/03/2023 Sanctuary Noosa SC Development Approval 1187-03 Revision
05 Updated Drawings 21/03/2023 Lot 4 Noosa
06
07
08
Updated Drawings
Updated Drawings
Updated Drawings
24/03/2023
27/03/2023
28/03/2023
Client
Stockwell Development Group Pty Ltd
Drawn
AM
Status
Not For Construction (#Notes)
Scale
at A3
A-DA-00.01 08
(07) 3251 6900 [email protected] Elevation Architecture Pty Ltd ACN 606 170 807 © Copyright reserved this document is and shall remain the property of Elevation Architecture. Unauthorised use of this document in any form whatsoever is prohibited. All information to be printed in colour. Figured dimensions take precedence over scale dimensions. Contractors must verify all dimensions on site before commencing any work or making shop drawings. P:\Data 1\1187-05 Sanctuary Noosa Childcare Centre\5.2 Development Application\5.2.1 ArchiCAD\1187-05 Master DA 24.pln
Section 20
SP322201
Emt AL
45"
16'
697299°
36
Em
tC
B
SITE INFORMATION
22
01 Local Authority: Noosa
32
SP RL5.5 RL4.900
Outdoor Play Realigned Site Area: 2597m2
FNC-1 Age: 0-24 mnths
Boundary TANK Area: 87.40 Site Cover: 723.1m2
RL5.0 27.84%
AC AC Tank Occupancy: 12
RL4.95 RL5.5
45"
16'
068299°
43
Bikes x6 Dry GFA: 621.3m2
RL4.5 End of trip Store 23.92%
Ldy/cleaner
+4.398 B
facilities
MSB Bin
Lockers
Kitchen
1
VISITOR/TURNING Carparking Provided: 31
500 500
Bottle - 8 Staff
4,090
SERVICE BAY B
Prep Amenities
3,815
- 23 Visitor, Including 1 PWD + turning bay
1
4.4
5,400 6,200 6,500 - 1 SRV
0
4.1 Lockers
Activity Room 1 Bike Parking Provided: 10
25
2
Age: 0-24 mnths
2,400
VISITOR STAFF Staff Room
STAFF
Area: 41.60 End of Trip Facilities:
Occupancy: 12 - PWD bathroom with shower
24
Carpark 1,577 190
Shade Trees
26
- Shower, toilet, handbasin and 15 lockers
3
Garden Path and Pedestrian Pathway
RL4.25
2,600
VISITOR VISITOR STAFF for staff end of trip facilities.
Sleep Room
Store &
5,400 5,400 Comms Bed Age: 0-12 mnths Ext Store
23
Seat
Area: 18.30
27
4
2,600
VISITOR
VISITOR STAFF
1
4.0
22
Activity Room 2 RL5.25
9
28
Age: 2-3 yrs
4.4
5
5
4.3
Area: 67.20
2,600
Vegetated VISITOR
Covenant VISITOR STAFF Occupancy: 20
RL4.95
21
767 500 GFA
500 3,000 500
29
621.3 m2
6
2,600
VISITOR
+4.224
VISITOR STAFF
5,400 5,400
Bound
20
Boundary
Pram Bed Prep Store Amenities
30
7
ary
VISITOR Store
2,600
VISITOR STAFF
20"
42'
58836°
35
Line of Easement
19
31
FHR +
8
Activity Room 3
VISITOR EDB +
2,600
NBN Age: 2-3 yrs
8
VISITOR
3.8
STAFF Services Area: 67.20
18
Occupancy: 20
9
VISITOR
2,600
3
4.3
SP322201
VISITOR
Emt AO
Office RL5
17
42"
21'
75827°
61
10
VISITOR Bed
2,600
Activity Room 4
VISITOR Meeting
1
+4.175 Age: 3-5 yrs
3.9
16
Area: 72.30
4.00
Occupancy: 22
11
VISITOR
2,600
VISITOR Reception
15
1
4,100
4.2
12
VISITOR RLBikes
4.950 x4 RL 4.965 RL 5
2,600
VISITOR USAB
FNC
Prep Store Amenities
-1
14
RL 4.650 RL 4.805 RL 4.940
RL 4.300
SW Connection to Bio
Existing Boundary
2,400
RL 4.320
4.180
Garden Path and Pedestrian Pathway
B 1:405,400
Max
1:40= 135mm
ARBOUR Timber Bridge
RL 4.290
4.00 Activity Room 5
1:20 max to
LANDSCAPED DRIVEWAY Accessible Age: 3-5 yrs 2,100 Proposed Boundary Realignment
2,400
connect to
C
footpath tC
Em 220
32
1
BIO-RETENTION 1:40 Max Area: 72.20
SP
2 Occupancy: 22
13
4.12
RL 4.190 16.8 m 4.25 RL4.8
ARBOUR
4
Seat Bio Basin
4.1
2
MAIN
4
4.2
4.3
PEDESTRIAN
47"
53'
588154°
9
4.1.23
ENTRY
0
E Bed
4
4.25
3
4.1
4.34
20
LP
3 4.
4.1 26
le
47"
53'
146154°
4
Po
4.
ht
4
4.3
Lig
6
ack
4.1
46"
35'
950154°
2
Setb
ding 9
Buil 10,53
25"
1'
512153°
2
RL 4.44
Outdoor Play
Age: 3-5 yrs
5"
37'
980150°
4
Area: 596.70
FNC
-2 Occupancy: 84
RL 4.4
Bou
nda
12"
25'
980147°
4
ry
0
4,00
23"
48'
465145°
9
1"
16'
047139°
18
RL4.52
34"
56'
936130°
4
23"
22'
936127°
4
Revision Project Architect Section 21
Stage Project No.
Site Context
07 Updated Drawings 17/03/2023 Sanctuary Noosa SC Development Approval 1187-03 Revision
08 Updated Drawings 21/03/2023 Lot 4 Noosa
09
10
11
Updated Drawings
Updated Drawings
Updated Drawings
24/03/2023
27/03/2023
28/03/2023
Client
Stockwell Development Group Pty Ltd
Drawn
AM
Status
Not For Construction (#Notes)
Scale
1:250 at A3
A-DA-01.01 11
(07) 3251 6900 [email protected] Elevation Architecture Pty Ltd ACN 606 170 807 © Copyright reserved this document is and shall remain the property of Elevation Architecture. Unauthorised use of this document in any form whatsoever is prohibited. All information to be printed in colour. Figured dimensions take precedence over scale dimensions. Contractors must verify all dimensions on site before commencing any work or making shop drawings. P:\Data 1\1187-05 Sanctuary Noosa Childcare Centre\5.2 Development Application\5.2.1 ArchiCAD\1187-05 Master DA 24.pln
Section 22
Open Space Summary
Site Area Realigned = 2,597m2
Boundary
Tank Open Space, including:
45"
16'
068299°
43
19.1 m2 Bikes x6 Landscaping = 284.2m2
+4.398 B =10.94%
1
VISITOR/TURNING
Garden Path + Pedestrian Pathway = 134.1m2
4,090
SERVICE BAY B
3,815
5,400 6,200 6,500 Subtotal = 418.3m2
3 m2 = 16.1%
25
2
2,400
VISITOR
122.7 m2 24.8 m2 STAFF STAFF
Outdoor Play = 684.17m2
24
Carpark 1,577 190
Shade Trees
26
3
Garden Path and Pedestrian Pathway
2,600
VISITOR VISITOR STAFF
Landscaped Bio-Retention = 16.8m2
5,400 5,400
23
Total Open Space = 1119.27m2
27
4
= 43.09%
2,600
VISITOR
VISITOR STAFF
7 m2
22
28
5
2,600
Vegetated VISITOR
Covenant VISITOR STAFF
21
767 500
500 3,000 500
29
6
2,600
VISITOR
+4.224
VISITOR STAFF
Bound
20
Boundary
30
7
ary
VISITOR
2,600
VISITOR STAFF
20"
42'
58836°
35
Line of Easement
17.9 m2 19
31
8
VISITOR
2,600
VISITOR
STAFF
18
9
14.5 m2 VISITOR
2,600
VISITOR
17
25.3 m2
42"
21'
75827°
61
10
VISITOR
2,600
+4.175
VISITOR
16
11
VISITOR
2,600
VISITOR
15
2
8m
12
VISITOR Outdoor Play
Bikes x4
2,600
684.17m2
VISITOR
14
Existing Boundary
2,400
B
Garden Path and Pedestrian Pathway
11.4 m2
LANDSCAPED DRIVEWAY Accessible 2,100 Proposed Boundary Realignment
2,400
BIO-RETENTION
16.8 m2
13
47"
53'
588154°
9
6 m2
47"
53'
146154°
4
ack
46"
35'
950154°
2
Setb
ding 9
Buil 10,53
25"
1'
512153°
2
5"
37'
980150°
4
Bou
nda
12"
25'
980147°
4
ry
0
4,00
23"
48'
465145°
9
158.6 m2
1"
16'
047139°
18
34"
56'
936130°
4
23"
22'
936127°
4
Revision Project Architect Stage Project No.
Site Plan - Open Space
08 Updated Drawings 17/03/2023 Sanctuary Noosa SC Development Approval 1187-03 Revision
09 Updated Drawings 21/03/2023 Lot 4 Noosa
10
11
12
Updated Drawings
Updated Drawings
Updated Drawings
24/03/2023
27/03/2023
28/03/2023
Client
Stockwell Development Group Pty Ltd
Drawn
AM
Status
Not For Construction (#Notes)
Scale
1:250 at A3
A-DA-01.02 12
(07) 3251 6900 [email protected] Elevation Architecture Pty Ltd ACN 606 170 807 © Copyright reserved this document is and shall remain the property of Elevation Architecture. Unauthorised use of this document in any form whatsoever is prohibited. All information to be printed in colour. Figured dimensions take precedence over scale dimensions. Contractors must verify all dimensions on site before commencing any work or making shop drawings. P:\Data 1\1187-05 Sanctuary Noosa Childcare Centre\5.2 Development Application\5.2.1 ArchiCAD\1187-05 Master DA 24.pln
Section 23
Landscaped Playscape
FNC-1
Landscaping Bike
SERVICE
VISITOR/ TURNING
STAFF STAFF
VISITOR
VISITOR STAFF
Garden Path and Pedestrian Pathway
VISITOR
VISITOR STAFF
VISITOR
VISITOR STAFF
Landscaping
sd
VISITOR
VISITOR STAFF
Vegetated Covenant
VISITOR
VISITOR
STAFF
VISITOR
VISITOR
STAFF
DRIVEWAY
VISITOR
VISITOR
VISITOR
VISITOR
VISITOR
VISITOR
VISITOR
VISITOR Bike
VISITOR
Arbour Arbour
Accessible
Bio-Retention
Seat
FNC-2
Landscaped Playscape
FNC-2
Landscaping
Revision Project Architect Stage Project No.
SIte Plan - 3D
04 Updated Drawings 17/03/2023 Sanctuary Noosa SC Development Approval 1187-03 Revision
05 Updated Drawings 21/03/2023 Lot 4 Noosa
06
07
08
Updated Drawings
Updated Drawings
Updated Drawings
24/03/2023
27/03/2023
28/03/2023
Client
Stockwell Development Group Pty Ltd
Drawn
AM
Status
Not For Construction (#Notes)
Scale
1:250 at A3
A-DA-01.03 08
(07) 3251 6900 [email protected] Elevation Architecture Pty Ltd ACN 606 170 807 © Copyright reserved this document is and shall remain the property of Elevation Architecture. Unauthorised use of this document in any form whatsoever is prohibited. All information to be printed in colour. Figured dimensions take precedence over scale dimensions. Contractors must verify all dimensions on site before commencing any work or making shop drawings. P:\Data 1\1187-05 Sanctuary Noosa Childcare Centre\5.2 Development Application\5.2.1 ArchiCAD\1187-05 Master DA 24.pln
Section 24
Activity Room Calculations
Outdoor Play
FNC-1 Age: 0-24 mnths Room Name Age Group Area Required Area Provided Staff Ratio Staff Required Occupancy
TANK Area: 87.40
AC Occupancy: 12
AC Activity Room 1 0-24 mnths 39 41.62 1:4 3 12
45"
16'
068299°
43
Bikes x6 Dry
B
Ldy/cleaner
End of trip Store Activity Room 2 2-3 yrs 65 67.20 1:5 4 20
MSB facilities
Bin
Lockers
Kitchen
1
VISITOR/TURNING
500 500
Bottle Activity Room 3 2-3 yrs 65 67.20 1:5 4 20
SERVICE BAY B
Prep Amenities
Activity Room 4 3-5 yrs 72 72.32 1:11 2 22
6,500
Lockers
Activity Room 1 Activity Room 5 3-5 yrs 72 72.23 1:11 2 22
25
2
Staff Room Age: 0-24 mnths
VISITOR STAFF STAFF
Area: 41.60
Occupancy: 12
313 320.57 m² 15 96
24
26
3
Garden Path and Pedestrian Pathway
VISITOR VISITOR STAFF
Sleep Room
Store &
Comms Bed Age: 0-12 mnths Ext Store
23
Seat
Area: 18.30
27
4
VISITOR
VISITOR STAFF Outdoor Play Calculations
22
Activity Room 2
28
Age: 2-3 yrs
Area Name Age Group Area Required Area Provided Occupancy
5
VISITOR Area: 67.20
VISITOR STAFF Occupancy: 20
Outdoor Play 0-3 yrs 84 87.43 12
21
GFA
29
621.3 m2
6
VISITOR Outdoor Play 2+ yrs 588 596.74 84
VISITOR STAFF
5,400 5,400
20
Pram Bed Prep Store Amenities 672 684.17 m² 96
30
7
VISITOR Store
VISITOR STAFF
20"
42'
58836°
35
19
31
FHR +
8
Activity Room 3
VISITOR EDB +
NBN Age: 2-3 yrs
VISITOR
STAFF Services Area: 67.20
18
Occupancy: 20
9
VISITOR S-14
10.01
VISITOR
Office East
17
West 09.01
09.01
42"
21'
75827°
61
10
VISITOR Bed
Activity Room 4
VISITOR Meeting Age: 3-5 yrs
16
Area: 72.30
Occupancy: 22
11
VISITOR
VISITOR Reception
15
4,100
12
VISITOR Bikes x4
VISITOR USAB
FNC
Prep Store Amenities
-1
14
SW Connection to Bio
Garden Path and Pedestrian Pathway
B 1:405,400
Max
1:40= 135mm
ARBOUR Timber Bridge
Activity Room 5
1:20 max to
connect to
footpath
LANDSCAPED DRIVEWAY Accessible Age: 3-5 yrs
BIO-RETENTION 1:40 Max Area: 72.20
Occupancy: 22
13
Bio Basin ARBOUR
Seat
MAIN
PEDESTRIAN
47"
53'
588154°
9
ENTRY
Bed
47"
53'
146154°
4
46"
35'
950154°
2
25"
1'
512153°
2
Outdoor Play
Age: 3-5 yrs
5"
37'
980150°
4
Area: 596.70
FNC
-2 Occupancy: 84
12"
25'
980147°
4
S-11
09.02
23"
48'
465145°
9
1"
16'
047139°
18
34"
56'
936130°
4
North
09.01
S-10
Revision Project Architect Stage Project No.
Floor Plan - Ground
08 Updated Drawings 17/03/2023 Sanctuary Noosa SC Development Approval 1187-03 Revision
09 Updated Drawings 21/03/2023 Lot 4 Noosa
10
11
12
Updated Drawings
Updated Drawings
Updated Drawings
24/03/2023
27/03/2023
28/03/2023
Client
Stockwell Development Group Pty Ltd
Drawn
AM
Status
Not For Construction (#Notes)
Scale
1:250 at A3
A-DA-03.01 12
(07) 3251 6900 [email protected] Elevation Architecture Pty Ltd ACN 606 170 807 © Copyright reserved this document is and shall remain the property of Elevation Architecture. Unauthorised use of this document in any form whatsoever is prohibited. All information to be printed in colour. Figured dimensions take precedence over scale dimensions. Contractors must verify all dimensions on site before commencing any work or making shop drawings. P:\Data 1\1187-05 Sanctuary Noosa Childcare Centre\5.2 Development Application\5.2.1 ArchiCAD\1187-05 Master DA 24.pln
The text continues on section 25.
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