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Appendix E- Traffic Impact Statement · MCU23/0078
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TRAFFIC IMPACT ASSESSMENT
Proposed Noosa Civic Village Mixed Use Development
Prepared for:
Stockwell Development Group Pty Ltd
399 Montague Road
WEST END QLD 4101
SLR Ref: 620.30926-R01
Version No: -v1.0
May 2023
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Section 2
Stockwell Development Group Pty Ltd SLR Ref No: 620.30926-R01-v1.0 TIA 20230524.docx
Traffic Impact Assessment May 2023
Proposed Noosa Civic Village Mixed Use Development
PREPARED BY
SLR Consulting Australia Pty Ltd
ABN 29 001 584 612
Level 16, 175 Eagle Street
Brisbane QLD 4000 Australia
(PO Box 26 Spring Hill QLD 4004)
T: +61 7 3858 4800
E: [email protected] www.slrconsulting.com
BASIS OF REPORT
This report has been prepared by SLR Consulting Australia Pty Ltd (SLR) with all reasonable
skill, care and diligence, and taking account of the timescale and resources allocated to it
by agreement with Stockwell Development Group Pty Ltd (the Client). Information
reported herein is based on the interpretation of data collected, which has been accepted
in good faith as being accurate and valid.
This report is for the exclusive use of the Client. No warranties or guarantees are
expressed or should be inferred by any third parties. This report may not be relied upon
by other parties without written consent from SLR.
SLR disclaims any responsibility to the Client and others in respect of any matters outside
the agreed scope of the work.
DOCUMENT CONTROL
Reference Date Prepared Checked Authorised
620.30926-R01-v1.0 24 May 2023 Ann Chiang Brendyn Rheinberger Jeffrey Baczynski
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CONTENTS
1 INTRODUCTION ........................................................................................................... 7
1.1 Overview ..................................................................................................................... 7
1.2 Nature of Application ................................................................................................... 7
1.3 Assessment Scope ........................................................................................................ 7
2 SUBJECT SITE ............................................................................................................... 8
2.1 Site Context ................................................................................................................. 8
2.2 Surrounding Road Network .......................................................................................... 9
2.3 Road Network Planning.............................................................................................. 10
2.4 Public Transport ......................................................................................................... 12
2.5 Active Transport......................................................................................................... 13
2.5.1 Existing Pedestrian and Bicycle Network................................................................................................. 13
3 DEVELOPMENT OVERVIEW ........................................................................................ 15
3.1 Proposed Development.............................................................................................. 15
3.2 Site Access and Car Parking ........................................................................................ 15
3.3 Servicing .................................................................................................................... 16
4 DESIGN CONSIDERATION ........................................................................................... 17
4.1 Overview ................................................................................................................... 17
4.2 Access ........................................................................................................................ 17
4.2.1 Crossovers ............................................................................................................................................. 17
4.2.2 Queuing ................................................................................................................................................ 17
4.3 Car Parking and Circulation Layout ............................................................................. 18
5 CAR PARKING PROVISION ......................................................................................... 19
5.1 DPC Acceptable Outcome .......................................................................................... 19
5.2 Parking Demand Assessment ..................................................................................... 19
5.3 PWD Parking Provision ............................................................................................... 23
6 SERVICING CONSIDERATIONS .................................................................................... 24
6.1 Statutory Requirements ............................................................................................. 24
7 ACTIVE TRANSPORT CONSIDERATIONS ..................................................................... 25
7.1 Pedestrians ................................................................................................................ 25
7.2 Bicycle Parking ........................................................................................................... 26
8 OPERATIONAL ASSESSMENT ..................................................................................... 27
8.1 Study Locations .......................................................................................................... 27
8.2 Assessed Scenario ...................................................................................................... 28
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CONTENTS
8.3 Existing Traffic Demands ............................................................................................ 28
8.4 Background Traffic Growth ........................................................................................ 28
8.5 Development Traffic Demands ................................................................................... 29
8.5.1 Retail (Shopping Centre) Use New Trips.................................................................................................. 29
8.5.2 Retail (Shopping Centre) Use Drop-in Trips ............................................................................................. 30
8.5.3 Other Land Uses New Trips .................................................................................................................... 30
8.6 Traffic Distribution ..................................................................................................... 31
8.7 Assessment Software ................................................................................................. 32
8.8 Performance Criteria .................................................................................................. 32
8.8.1 Intersection Performance Thresholds ..................................................................................................... 32
8.8.2 Critical Delay ......................................................................................................................................... 33
8.9 Intersection Assessment ............................................................................................ 33
8.9.1 I1 - Hofmann Dr / Noosa Civic Access Rd Roundabout ............................................................................. 33
8.9.2 I2 - Hofmann Dr / Rene St / Loading Bay Access Roundabout .................................................................. 34
8.9.3 I3 - Noosa Civic Access Rd / Unnamed Road Roundabout ........................................................................ 35
8.9.4 A1 - Lot 3 Northern Access Road / Unnamed Road Intersection .............................................................. 36
8.9.5 A2 - Lot 7 Northern Access Road / Unnamed Road Intersection .............................................................. 37
8.9.6 A3 - Lot 7 Southern Access Road / Unnamed Road Intersection .............................................................. 38
8.9.7 A4 - Lot 3 Southern Access Road / Unnamed Road Intersection .............................................................. 39
9 CODE RESPONSE ........................................................................................................ 41
10 SUMMARY AND CONCLUSIONS ................................................................................. 42
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CONTENTS
DOCUMENT REFERENCES
TABLES
Table 1 Key Surrounding Roads .............................................................................................. 9
Table 2 Nearby Road Upgrade Projects ................................................................................ 10
Table 3 Local Public Transport Facilities ............................................................................... 13
Table 4 Development Yield Summary ................................................................................... 15
Table 5 Parking & Circulation Design Compliance Assessment.............................................. 18
Table 6 Car Parking Provision ............................................................................................... 19
Table 7 Parking Demand Profiles - Thursday......................................................................... 21
Table 8 Parking Demand Profiles – Saturday ........................................................................ 21
Table 9 Bicycle Parking Provision.......................................................................................... 26
Table 10 Calibrated Traffic Generation for Expansion GLA ...................................................... 30
Table 11 Development Traffic Generation Forecast................................................................ 31
Table 12 External Traffic Distribution ..................................................................................... 32
Table 13 DTMR GARID Intersection Performance Thresholds ................................................. 32
Table 14 Critical Delay Thresholds.......................................................................................... 33
Table 15 I1 - Hofmann Dr / Noosa Civic Access Rd Roundabout – SIDRA Output ..................... 34
Table 16 I2 - Hofmann Dr / Noosa Civic Access Rd Roundabout – SIDRA Output ..................... 35
Table 17 I3 - Noosa Civic Access Rd / Unnamed Road Roundabout – SIDRA Output ................ 36
Table 18 A1 - Lot 3 Northern Access Road / Unnamed Road Intersection – SIDRA Output ...... 37
Table 19 A2 - Lot 7 Northern Access Road / Unnamed Road Intersection – SIDRA Output ...... 38
Table 20 A3 - Lot 7 Southern Access Road / Unnamed Road Intersection – SIDRA Output ...... 39
Table 21 A4 - Lot 3 Southern Access Road / Unnamed Road Intersection – SIDRA Output ...... 40
FIGURES
Figure 1 Site Location - Regional Context................................................................................. 8
Figure 2 Site Location – Local Context ..................................................................................... 9
Figure 3 Noosa Council Network Upgrades............................................................................ 11
Figure 4 Local Public Transport.............................................................................................. 12
Figure 5 Local Bicycle Network .............................................................................................. 14
Figure 6 Proposed Development Access ................................................................................ 16
Figure 7 Thursday Parking – Component Demand Profiles..................................................... 22
Figure 8 Saturday Parking - Component Demand Profiles ...................................................... 22
Figure 9 Cumulative Parking Demand Profiles ....................................................................... 23
Figure 10 Pedestrian Routes.................................................................................................... 25
Figure 11 Study Intersections .................................................................................................. 27
Figure 12 Shopping Centre Traffic Generation Decay Curve ..................................................... 29
Figure 13 Hofmann Dr / Noosa Civic Access Rd Roundabout Form........................................... 33
Figure 14 Hofmann Dr / Rene St / Loading Bay Access Roundabout Form ................................ 34
Figure 15 Noosa Civic Access Rd / Unnamed Road Roundabout Form ..................................... 35
Figure 16 Lot 3 Northern Access Road / Unnamed Road Intersection Form ............................. 37
Figure 17 Lot 7 Northern Access Road / Unnamed Road Intersection Form ............................. 38
Figure 18 Lot 7 Southern Access Road / Unnamed Road Intersection Form ............................. 39
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CONTENTS
Figure 19 Lot 3 Southern Access Road / Unnamed Road Intersection Form ............................. 40
APPENDICES
Appendix A Development Plans
Appendix B Survey Plan
Appendix C Swept Path Assessment
Appendix D Assessed Traffic Volumes
Appendix E Detailed SIDRA Input
Appendix F Council Code Response
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1 Introduction
1.1 Overview
SLR Consulting (Australia) Pty Ltd (SLR) has been engaged by Stockwell Development Group Pty Ltd (Stockwell)
to undertake a Traffic Impact Assessment (TIA) for the Noosa Civic Village Mixed Use Development (shopping
centre, residential, office and entertainment) (the Project) located at 28 Eenie Creek Road, Noosaville. The
project site will be situated to the south-east of the existing Noosa Civic shopping centre. The proposal comprises
an expansion to accommodate a mixed-use precinct consisting of new entertainment activities (bowling and
cinema facilities), commercial, residential, retail (including food and drink) and a civic plaza.
The intention of this report is to document an assessment of the operational impact of the proposal to inform
Noosa Shire Council’s assessment of a planning application to facilitate the development. The report also
includes a review of parking supply and traffic and transport related design outcomes such as service vehicle
access and circulation layout. A concept plan of the proposed development has been prepared by Buchan and
is included at Appendix A.
1.2 Nature of Application
This Project will form part of an overall masterplan for the Noosa Business centre that comprises the following:
Retail functions including shopping centres, full-line supermarket, specialty retail shops, food and drink
outlets such as cafes and restaurants, personal services and a range of entertainment activities.
Commercial functions including office, business, medical and specialised educational services and
innovation activities.
Residential functions including multiple dwellings and short-term accommodation.
The proposal involves a Material Change of Use by introducing developments including shopping centre
(consisting of shop and food and drink outlets), multiple dwelling, short-term accommodation, office, theatre,
indoor sport and recreation areas (e.g., bowling) and bars.
Under the Noosa Plan 2020 (planning scheme), the project site is situated within ‘Major Centre’ Zone, specifically
within ‘Precinct 5 - Noosa Business Centre’.
1.3 Assessment Scope
This TIA report assesses the consistency of the development with Council and State planning, and the impacts
of the proposed development on the surrounding transport networks. The TIA identifies the transport
infrastructure required to support the development and provides an assessment of the traffic and transport
aspects of the development against the requirements of Noosa Shire Council (Council or NSC).
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2 Subject Site
2.1 Site Context
The proposed mixed use development is located to the south-east of the existing Noosa Civic Shopping Centre,
on land broadly described as 28 Eenie Creek Road, Noosaville, or defined as Lot 1, Lot 3 and Lot 7 according to
the subdivision plan (refer to the survey plan attached at Appendix B). The site is under the jurisdiction of Noosa
Shire Council and is currently situated within ‘Major Centre’ Zone as part of the Noosa Plan 2020.
The site is bounded by an internal access road to the existing shopping centre to the north, undeveloped land
to the east and south, and Hofmann Drive and industrial uses to the west. The location of the subject site in the
context of the broader surrounds is shown on Figure 1 and local area on Figure 2.
Figure 1 Site Location - Regional Context
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Figure 2 Site Location – Local Context
2.2 Surrounding Road Network
Details of the key roads proximate to the proposed development as shown in Figure 2 are summarised in
Table 1.
Table 1 Key Surrounding Roads
Road Name Authority Classification Existing Form Posted Speed
Dual carriageway with 2 lanes in each direction
plus bicycle lanes, urban cross-section (kerb
Eenie Creek Road Arterial 60km/h
and channel) including pedestrian and cycle
underpass
2-4 lanes, divided, bicycle lanes, urban cross-
Hofmann Drive Collector 50km/h
section
Council
Dual carriageway with 2 lanes in each direction
plus bicycle lanes, urban cross-section (kerb
Walter Hay Drive Arterial 60km/h
and channel) including pedestrian and cycle
underpass
2-4 lanes, divided, bicycle lanes, urban cross-
Rene Street Collector 50km/h
section
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2.3 Road Network Planning
In order to ensure that the proposed development does not compromise the delivery of any planned
infrastructure works, Council’s Local Government Infrastructure Plan (LGIP) has been reviewed to identify any
projects within the vicinity of the site.
Council advised SLR on 29 July 2022 that the “Noosa Traffic Study to 2036 – (Holland Traffic Consulting 2016)”
informs Council’s network planning for future road and intersection upgrades. This study was prepared by
Holland Traffic Consulting (HTC) in 2016 (referred as ‘HTC 2016 study’ herein), using SIDRA to analyse critical
intersections to determine upgrade works required for the road network in Noosa Shire up to the 2036 design
scenario. The specific upgraded intersection concepts contained within the HTC 2016 study have been reviewed
by SLR to understand the planned intersection improvements for the broader road network.
In addition to intersection upgrades, the HTC 2016 study also recommended Council to facilitate diversion of
traffic on Eumundi Noosa Road to an alternative Emu Mountain Road / Walter Hay Drive route. This diversion is
encouraged so that existing and future heavy traffic demands along Eumundi Noosa Road between Beckmans
Road and Goodchap Street can be alleviated.
Table 2 summarises the details of the works identified as part of this review. Indicative locations of the works
are illustrated on Figure 3.
Table 2 Nearby Road Upgrade Projects
Reference Description Timing Costs
R05 Noosaville, Gibson Rd / Eumundi Noosa Rd - Upgrade capacity 2021-2026 $86,739
R09 Noosaville, Walter Hay Dr / Eenie Creek Rd - Upgrade capacity 2021-2026 $199,551
R10 Noosaville, Walter Hay Dr / Eumundi Noosa Rd – Upgrade capacity 2021-2026 $28,750
R12 Noosaville, Eumundi Noosa Rd / Eenie Creek Rd – Upgrade capacity 2021-2026 $338,952
Noosaville, Gympie Tce – Eumundi Rd/Gibson Rd roundabout to
R15 2017-2018 $696,730
Cloudsley St. Incl. Hilton Tce/Gympie Tce roundabout.
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Figure 3 Noosa Council Network Upgrades
Importantly, it is noted that in addition to statutory planning, the Noosa Shire Business Centre, which includes
the subject site, is subject to two separate infrastructure agreements. The infrastructure agreements established
suites of road works both to the arterial and local road network that were to be delivered as part of the earlier
Stage 1 development by the developer of the site. It is understood that these works were previously delivered
as contemplated within the infrastructure agreements.
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2.4 Public Transport
The proposed development has reasonably good access to public transport as there are several public transport
services operating within the vicinity of the site. The nearest public transport facilities to the project site are
shown in Figure 4.
Figure 4 Local Public Transport
Figure 4 indicates that there are several bus stops located within proximity of the project site, providing
connectivity to the public transport network in the wider surrounding area. The routes that service these bus
stops are summarised in Table 3.
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Table 3 Local Public Transport Facilities
Stop ID Description Routes[1] Frequency
622 – Noosa Junction, Peregian Springs, Coolum, Airport,
1 hour
Maroochydore
Noosa Civic Shopping 628 - Parklands, Tewantin, Noosa Civic, Noosa Junction 1 hour
301499
Centre, Noosaville 629 - Tewantin, Noosa Civic, Noosa Heads, Noosa Junction 1 hour
632 - Cooran, Pomona, Cooroy, Tewantin, Noosa Civic, 4 trips (Mon-Fri)
Noosa Junction 3 trips (Sat-Sun)
[1] The above excludes school bus services.
A 5,000m2 parcel of land to the immediate north of the Lot 3 project site will be dedicated to Council for the
delivery of a public transport facility in the future.
2.5 Active Transport
2.5.1 Existing Pedestrian and Bicycle Network
The area surrounding the site has a well-established pedestrian and bicycle network. The pedestrian and bicycle
network includes existing footpaths and road crossings within the Noosa Civic shopping centre and alongside all
roads. As such, the project site is considered to be well serviced by walkways and cycleways. Figure 5 shows the
cycle routes in the vicinity of the project site.
Further to the already constructed facilities, an active transport linkage for pedestrians and cyclists to the
immediate west of the subject site extending north/south will be delivered to provide a key connection through
the Noosa Business Centre and to external pedestrian and bicycle pathways. It is noted that this key connection
is covered by an easement for the purpose of a pedestrian pathway.
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Figure 5 Local Bicycle Network
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3 Development Overview
3.1 Proposed Development
The development plans prepared by Buchan reproduced at Appendix A identify that the Project seeks approval
for establishing a mixed-use precinct including retail, indoor entertainment (bowling and cinema facilities),
commercial and residential uses. The associated yields of the proposed development, as shown in the
development plans, are summarised in Table 4 below:
Table 4 Development Yield Summary
Land Use Yield
Lot 3 & Lot 7 (Partial)
Retail 13,700 m2 GFA[1]
Shopping Centre Cinema 3,050 m2 GFA (712 seats) 18,290 m2 GFA
Bowling / Entertainment 1,540 m2 GFA
Commercial 2,800 m2 GFA
Residential 96 units
[1] According to the development plan, it is estimated that retail tenancies in Lot 3 are approximately 12,652m2 GFA and Lot 7 are approximately 1,048m2
GFA.
Among 96 apartment units, 91 units will be one (1) or two (2) bedrooms, and the rest (5 units) will have three
(3) bedrooms. In addition, the plans provided only show the western frontage of Lot 7, details for the rest of the
lot will be determined at the later stage of the Project.
3.2 Site Access and Car Parking
Vehicular access to the Project will be provided via an unnamed main street that travels north-south in parallel
to Walter Hay Drive. This unnamed private road will link to the existing Noosa Civic shopping centre access road
from the north and to Hofmann Drive to the south. Access points to each lot are provided as outlined below:
A1 – All movements northern access to and from Lot 3. 87 outdoor car parking spaces at the ground
level and basement parking spaces can be accessed by this access point. Service vehicles will also utilise
this access point for loading activities at the north-western corner of the site.
A2 – All movements northern access to and from Lot 7. Vehicles will be able to access the at-grade
parking spaces.
A3 – All movements southern access to and from Lot 7. Vehicles will be able to access the at-grade
parking spaces.
A4 – All movements southern access to and from Lot 3. Vehicles will directly access the basement
parking spaces. This driveway is shared with service vehicles to access the loading dock at the southern
side of the site.
The locations of the proposed vehicular access points are shown in Figure 6.
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Figure 6 Proposed Development Access
The Project is expected to provide a total of 786 and 95 car parking spaces for Lot 3 and 7 respectively. Besides
the parking spaces provided on the site, 32 on-street parallel parking spaces are proposed on the main street.
This results in a total of 913 car parking spaces, including 19 PWD spaces, for the proposed development.
3.3 Servicing
Two loading dock areas for servicing will be provided, one towards the northern extends of the site, and another
towards the southern end of Lot 3. A swept path assessment for both areas has been undertaken and
demonstrates that access, manoeuvring and loading can be accommodated within the site for the largest
envisaged service vehicles allowing for suitable clearances as specified in AS2890.2. Minor amendments are
required for the southern loading dock regarding linemarking and kerb alignment.
Lot 7 incorporates servicing facilities towards the northern extents which have been designed to accommodate
Small Rigid Vehicles (SRV), as well as front-load Refuse Collection Vehicles (RCV). Refer to Section 6 for further
details.
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4 Design Consideration
4.1 Overview
A review of the traffic and transport related design elements for the development has been undertaken against
the following relevant documents:
Noosa Plan 2020 (planning scheme);
Australia Standard for Parking Facilities Part 1: Off-street car parking (AS2890.1);
Australian Standard for Parking Facilities Part 6: Off-street commercial vehicle facilities (AS2890.2); and
Australian Standard for Parking Facilities Part 6: Off-street parking for people with disabilities
(AS2890.6)
4.2 Access
Vehicular access to the proposed development will be facilitated via four (4) driveway crossover locations as
discussed in Section 3.2 of this report. An operational analysis (i.e., capacity assessment) of all access
intersections is provided in Section 8.
4.2.1 Crossovers
Proposed access crossovers provided at northern loading dock of Lot 3 and for Lot 7 are considered to be
appropriate for the development design vehicles. This has been demonstrated by the swept path assessment
undertaken which can be found within Appendix C.
4.2.2 Queuing
Based on the assumed development traffic volumes accessing Lot 3 (calculated as per the methodology outlined
in Section 8 and shown in Appendix D), A1 and A4 will account for 54% and 59% of total entry traffic during the
PM peak hour, and 46% and 41% for the Saturday peak hour periods respectively. Factoring in the total car
parking supply of 786 parking spaces for Lot 3, A1 and A4 are estimated to provide access to a maximum of 464
spaces (59% of 786) and 362 spaces (46% of 786) respectively.
In accordance with Table 3.3 of AS2890.1, a car park access of capacity more than 100 cars should provide queue
storage that is:
1st 100 cars: 3% of capacity. = 3 cars of queuing storage
2nd 100 cars: 2% of capacity. = 2 cars of queuing storage
Additional cars: 1% of capacity. = 5.86 ~ 6 cars of queuing storage
A minimum queueing length of 3 cars/lane.
As such, the proposed car park for Lot 3 with a capacity of 786 cars would require queue storage for eleven (11)
or 66m in total, or 33m for each driveway into the site. The proposed development has met this requirement
due to the following:
For access A1 (northern access), the proposed design consists of approximately 40m of available queue
distance from the road reserve boundary to the nearest parking space;
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For access A4 (southern access), the proposed design consists of approximately 150m of available
queue distance from the road reserve boundary to the first control point.
4.3 Car Parking and Circulation Layout
The proposed design of the internal car parking and vehicular circulation areas of Lot 3 has been assessed against
the requirements of AS2890.1. The results of this assessment are summarised in Table 5.
Table 5 Parking & Circulation Design Compliance Assessment
Item Requirements Comments
2.7m × 5.4m spaces with 6.2m aisles, or 2.6m
Parking area dimensions Compliant
× 5.4m spaces with 6.6m aisles
2.4m × 5.4m space, plus
PWD space dimensions Compliant
2.4m × 5.4m adjacent area
Blind aisle dimensions Minimum 1m Compliant
Circulation lane width As per Table 2.2 of AS2890.1 Compliant
Ramp grade N/A N/A
Number of parking spaces >600, local road:
- Entry width: 6.0m to 8.0m
Access driveway width Compliant
- Exit width: 6.0m to 8.0m
- Separation of driveways: 1m to 3m
End spaces: 2.1m × 6.1m
Parallel spaces Compliant
Middle spaces: 2.1m × 6.4m
Table 5 indicates that the design of the car parking layout has been reviewed and is considered appropriate.
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5 Car Parking Provision
5.1 DPC Acceptable Outcome
In accordance with NSC’s Driveway and Parking Code (DPC), the parking standard for car parking provision is
specified within Table 9.4.1.4. The relevant Noosa Plan required parking provision rates and the development
yield assumptions are summarised in Table 6.
Table 6 Car Parking Provision
Planning Scheme Acceptable
Land Use Yield Parking Spaces
Outcome Rates
Lot 3 & Lot 7 (Partial)
Retail 13,700 m2 GFA 1 space per 20 m2 685 spaces
2
1 space per 20 m of use area; or
2
3,050 m GFA 1 space per 3 persons capable of 153 or
Shopping Cinema
(712 seats) being entertained at any one time 238 spaces
Centre
whichever is the greater
Bowling /
1,540 m2 GFA 1 space per 20 m2 77 spaces
Entertainment
1 space per 20 m2 for the ground
259 m2 GFA on
floor; and
ground floor, and
Commercial 1 space per 30 m2 for the second and 98 spaces
2,541 m2 GFA on
third floors; or
second floor
otherwise 1 space per 20m2
1 space per apartment excluding
Residential 96 units 96 spaces
studios[1]
Acceptable Outcome Total Supply 1,194 spaces
Total Provided 913 spaces
[1] As per stated within ‘Noosa Civic Redevelopment – Development Application Design Brief’.
As previously mentioned in Section 3.2, the Project proposes 913 parking spaces. Table 6 indicates that the
development’s parking supply will be less than the acceptable outcome. Instead, the parking supply has been
ascertained through a performance-based assessment whereby the acceptable outcome rates have been
adopted but consideration has been given to the different peak demand times of the proposed component uses
such as restaurant tenancies typically being busier in the evening when traditional retail tenancies are either
closed or trading at a lower intensity.
5.2 Parking Demand Assessment
To further assess whether the proposed parking supply would be sufficient to accommodate the demands
generated by the new development, SLR has prepared a parking demand assessment for consideration by
Council. The methodology adopted for the assessment is outlined as follows:
Step 1 – Identify Council Acceptable Outcome rates: As discussed in the previous section.
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Step 2 – Collect Google analytical data/profiles: Google analytical data was collected for existing
comparable uses that correspond to each of the proposed tenancy types. This step informed an
understanding of the likely trading intensity of tenancy types across the day to establish a
representative carpark utilisation profile throughout the hours of operation.
Step 3 – Forecast parking demands for individual tenancy types: Estimate the parking demands on a
Thursday and Saturday of the proposed development by extrapolating Google analytical data to
establish a typical parking demand profile. For example, the proposed cinema tenancy requires 238
parking spaces in accordance with Council’s DPC. The carpark utilisation rate generated by the profile
indicates that only 7% of these spaces will be required to cater for the demands between 9-10am on
a typical Thursday morning. As a result, parking demands during this period of time for the proposed
cinema are approximately 17 spaces.
Step 4 – Combine parking demands from all proposed land uses: Given the nature of the assessment
a 15% ‘factor of safety’ was applied to the parking demand profiles to ensure conservativeness. These
parking demand profiles were then combined to obtain the peak parking demands of the proposed
development.
Importantly, the above methodology was not applied to the proposed residential land use. SLR assumed that
the residential land use generates a constant demand of 96 spaces and these parking spaces are fully occupied
at all times. These car parking spaces will be reserved for resident parking.
The raw parking profile data that was analysed as part of this assessment is presented in Table 7 and Table 8.
Figure 7 and Figure 8 show the results of the forecasted demands based on the parking profiles for the individual
land uses on a typical Thursday and Saturday. Noting that although the current plan does not indicate a
restaurant land use, it is anticipated that part of the retail development encompasses food and drink premises.
As a result, the following demand profiles have accounted for such a land use type to predict the future parking
demands more representatively.
Cumulative parking demands of the proposed development are illustrated in Figure 9, showing the peak parking
demand of circa 913 spaces (including the additional factor of safety) is expected to occur on a Saturday. This
result is aligned with the typical profile of a shopping centre. Based on the results shown in the figure, the
proposed parking supply of 913 spaces is considered to be sufficient to cater for the forecasted parking demand.
Consequently, the proposed car parking provision is deemed compliant with PO1 of Council’s DPC - Parking and
manoeuvring Table 9.4.1.3 given the results of the parking demand assessment presented herein.
It is further noted that beyond accommodating anticipated parking demands, the proposed approach to parking
supply is considered to be consistent with Council’s strategic intent for transport, as documented within the
Noosa Plan 2020, which is to increase mode share for active and public transport and reduce reliance on private
vehicle travel. Providing fewer parking spaces on-site supports Council’s strategic intent and will encourage
active and public transport use while reducing private vehicle use. Furthermore, the Village Mixed Use precinct
is proposed to consist of extensive end-of-trip facilities to further encourage active transport.
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Stockwell Development Group Pty Ltd SLR Ref No: 620.30926-R01-v1.0 TIA 20230524.docx Traffic Impact Assessment May 2023 Proposed Noosa Civic Village Mixed Use Development Table 7 Parking Demand Profiles - Thursday Parking Demand Profile - Thursday “— 7:00am | 8:00am 9:00am | 10:00am | 11:00am 12:00pm 1:00pm 2:00pm 3:00pm 4:00pm 5:00pm 6:00pm 7:00pm 8:00pm 9:00pm Retail 20% 31% 43% 51% 52% 50% 48% 50% 61% 71% 70% 54% 32% 15% 0% Cinema 0% 0% T% 10% 15% 20% 22% 21% 20% 20% 29% 40% 50% 46% 30% Bowling 0% 0% 0% 49% 72% 78% 72% 62% 52% 46% 471% 50% 53% 53% 50% Commercial 0% 0% 71% 80% 65% 51% 50% 51% 45% 31% 18% 10% 4% 2% 2% Restaurant 10% 13% 22% 32% 42% 49% 48% 40% 30% 28% 36% 54% 60% 40% 15% Table 8 Parking Demand Profiles - Saturday Pelee Pe Mae em CNT —_ 7:00am | 8:00am 9:00am | 10:00am | 11:00am 12:00pm 1:00pm 2:00pm 3:00pm 4:00pm 5:00pm 6:00pm 7:00pm 8:00pm 9:00pm Retail 26% 43% 64% 82% 92% 93% 85% 80% 78% 72% 61% 45% 29% 14% 0% Cinema 0% 0% 5% 10% 20% 31% 40% 43% 41% 39% 45% 63% 89% 95% 72% Bowling 0% 0% 0% 48% 53% 53% 56% 41% 32% 22% 22% 28% 39% 46% 50% Commercial 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Restaurant 11% 14% 21% 23% 49% 60% 62% 54% 43% 45% 61% 82% 91% 73% 45% Page 21 SLR®
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Figure 7 Thursday Parking – Component Demand Profiles
Figure 8 Saturday Parking - Component Demand Profiles
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Figure 9 Cumulative Parking Demand Profiles
5.3 PWD Parking Provision
Acceptable Outcome 9 (AO9) of the DPC identifies that parking spaces for Persons with a Disability (PWD) are
to be provided in accordance with the current Australian Standards for Parking Facilities, which refers to the
Building Code of Australia (BCA) for corresponding provisions. Table D3.5 of the BCA stipulates the PWD parking
requirement for a building based on its building class.
The proposed shopping centre component is categorised as a Class 6 building, where commercial and residential
land uses are categorised as Class 5 and 2 respectively. According to the BCA, the required PWD parking provision
for each class is as follows:
Shopping Centre (Class 6): 1 PWD space for every 50 car parking spaces or part thereof (for up to 1,000
parking spaces).
Commercial (Class 5): 1 space for every 100 carparking spaces or part thereof.
Residential (Class 2): No specific.
Reflective of above, the following PWD parking provisions are required for the proposed development:
Using the GFA of shopping centre and commercial land uses to determine their proportionate PWD
spaces:
Shopping Centre = 18,290 / (18,290 + 2,800) = 87%
Commercial = 2,800 / (18,290 + 2,800) = 13%
According to the BCA requirement, the proposed development needs 18 PWD spaces:
(913 × 1 / 50 × 87%) + (913 × 1 / 100 × 13%) = 15.89 + 1.19 = 17.08 ≈ 18.
The proposal is providing a total of 19 PWD spaces, therefore meets the requirements of the BCA.
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6 Servicing Considerations
6.1 Statutory Requirements
The Project proposes two (2) servicing areas for Lot 3 as follows:
A servicing area to the north of the lot provides loading bays for service vehicles as large as a Heavy
Rigid Vehicles (HRV); and
A designated servicing area to the south of the lot, adjoining to the Shopping Centre use provides
loading bays for vehicles up to a 20m Articulated Vehicle (AV) in size.
The servicing area on the north and the south will be accessed via A1 and A4 respectively. A swept path
assessment has been prepared and attached within Appendix C, which demonstrates that currently all service
vehicles are able to access the proposed servicing areas and loading facilities with suitable clearances as
specified within AS2890.2. The loading dock to the south requires minor amendments regarding linemarking
and kerb alignment. It is anticipated that these minor changes will be addressed through design development.
In regard to Lot 7, a loading area is provided at the northern extents for use by Refuse Collection Vehicles (RCV)
and Small Rigid Vehicles (SRV). Access to and from this loading area is demonstrated within swept path sketches
provided in Appendix C depicting RCV swept paths, as the larger of the two vehicles, for manoeuvring into and
out of the loading area.
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7 Active Transport Considerations
7.1 Pedestrians
The design illustrates two (2) pedestrian connections from Lot 3 and 7 to the verge of the unnamed private road
as shown in Figure 10. The internal walkways in Lot 3 provide connectivity to a pedestrian bridge that allows
pedestrians to access the existing Noosa Civic Shopping Centre. In addition, pedestrian crossings are provided
between Lot 3 and 7 for better accessibility.
Figure 10 Pedestrian Routes
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7.2 Bicycle Parking
Minimum parking provision for the proposed development is specified within Table 9.4.1.4 of NSC’s Driveway
and Parking Code (DPC). The relevant bicycle parking requirements for the proposed development are as
follows:
Accommodation activity - one (1) space per two (2) dwellings/guestrooms/accommodation units.
Business/Community/Entertainment activity – (a) one (1) space per 50m2 up to 500m2, and (b) one (1)
space per 500m2 in excess of 500m2.
Bicycle parking demands for the Project are summarised in Table 9.
Table 9 Bicycle Parking Provision
Planning Scheme Required
Land Use Yield Parking Spaces
Rate
Lot 3 & Lot 7 (Partial)
2
Retail 13,700 m GFA
Shopping Cinema 3,050 m2 GFA 1 space per 50m2 up to
Centre 500m2, and 1 space per 52 spaces
Bowling /
1,540 m2 GFA 500m2 in excess of 500m2
Entertainment
Commercial 2,800 m2 GFA
Residential 96 units 1 space per 2 units 48 spaces
Total Required 100 spaces
The proposal provides end-of-trip facilities that consist of 90 secured bicycle parking spaces at the southern end
of Lot 3. In addition, 10 publicly available bicycle parking spaces will be provided within the development. As
such, the total provision of 100 bicycle parking spaces complies with the DPC’s acceptable outcome.
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8 Operational Assessment
8.1 Study Locations
Detailed analysis has been undertaken at the intersections shown on Figure 11, noting that the broader road
network has been considered as part of the prior infrastructure agreement process.
Figure 11 Study Intersections
ID Intersection Form Authority
I1 Hofmann Dr / Noosa Civic Access Rd roundabout
I2 Eenie Creek Rd / Reef St roundabout
I3 Noosa Civic Access Rd / Unnamed Rd roundabout
A1 Lot 3 Northern Access Road / Unnamed Road priority-controlled intersection Council
A2 Lot 7 Northern Access Road / Unnamed Road priority-controlled intersection
A3 Lot 7 Southern Access Road / Unnamed Road priority-controlled intersection
A4 Lot 3 Southern Access Road / Unnamed Road priority-controlled intersection
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8.2 Assessed Scenario
For the purpose of the traffic assessment conducted herein, the year of opening of the proposed development
has been assumed to be 2026. Reflective of this, the following assessment scenarios have been assessed:
2022 ‘Survey’: To establish existing operational conditions and baseline results.
2026 ‘Background’: To establish the year of opening baseline operating conditions in the absence of
the subject development.
2026 ‘With Development’: To identify the incremental impact of development traffic on operating
conditions at the year of opening.
2036 ‘Background’: To establish the 10-year design horizon operating condition in the absence of the
subject development.
2036 ‘With Development’: To identify the incremental impact of development traffic on operating
conditions at the 10-year design horizon.
8.3 Existing Traffic Demands
In order to ascertain the existing traffic demands on the study road network, Austraffic were commissioned by
SLR to conduct traffic surveys at the study intersections I1 to I4 shown in Figure 11. The surveys were carried
out during the weekday PM (3pm to 7pm) and Saturday midday (10am to 2 pm) peak periods on Thursday 5
May 2022 and Saturday 7 May 2022 respectively.
In reviewing the survey data, it was observed that the peak hour traffic conditions occurred at:
Thursday PM (PM): 3:15pm to 4:15pm;
Saturday midday (SAT): 11:15am to 12:15pm.
The assessed traffic volumes are included at Appendix D.
8.4 Background Traffic Growth
The HTC 2016 Study has adopted a growth rate of 0.8% per annum from 2015 to 2036 across the Noosa Shire
network. The study forecasted the population projections within the Noosa Shire according to 2011 census data,
which resulted in an average of 0.83% per annum. As such, SLR has adopted a traffic growth on the external
road network of 0.8% per annum consistent with HTC’s traffic study.
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8.5 Development Traffic Demands
8.5.1 Retail (Shopping Centre) Use New Trips
The adopted traffic generation methodology for shopping centre use in Lot 3 and 7 is summarised below:
1. Obtain trip generation survey data for the existing shopping centre site.
2. Forecast trip generation of the expanded site.
The traffic surveys identified that on the surveyed days, the existing shopping centre generated:
1,578 trips during the Thursday evening peak hour at a rate of 4.98 trips/100 sq.m GLA
2,223 trips during the Saturday morning peak hour at a rate of 7.02 trips/100 sq.m GLA
It is important to note, that the traffic generation rate of a retail centre does not linearly increase as GLA
increases. That is, as the total GLA of a shopping centre increases, the centre’s catchment area still remains the
same, and in turn, the traffic generation of the centre is limited. This results in the floor area of an expanded
centre generating traffic at a decreasing rate as the size of the centre increases.
To account for this phenomenon, SLR has adopted the traffic generation rate decay profile outlined in the Pre-
Construction Process Manual prepared by TMR. The adopted decay curves are illustrated on
Figure 12, with the revised traffic generation rates summarised in Table 10.
Figure 12 Shopping Centre Traffic Generation Decay Curve
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Table 10 Calibrated Traffic Generation for Expansion GLA
Thursday PM Saturday Midday
Scenario Yield (GLA)
Trip Rate Trips Trip Rate Trips
Existing 31,670 m2 GLA 4.98 vph / 100m2 1,577 vph 7.02 vph / 100m2 2,223 vph
2 2 2
Proposed 49,960 m GLA 3.94 vph / 100m 1,968 vph 5.80 vph / 100m 2,898 vph
Net Change + 18,290 m2 GLA - + 477 vph - +701 vph
The adopted rates identified through the site-specific assessment were then benchmarked against the rates
detailed in the Guide to Traffic Generating Development Updated Traffic Survey (RMS GTGD) prepared by NSW
Roads and Maritime Services (RMS). The benchmarking exercise established that the adopted rates were similar
to those suggested within the RMS guideline:
The adopted figure of 3.94 vph / 100m2 is slightly lower than the rate of 4.4 vph / 100m2 suggested by
the RMS guideline for the Thursday PM peak.
The adopted figure of 5.80 vph / 100m2 is slightly higher than the rate of 5.5 vph / 100m2 suggested by
the RMS guideline for the Saturday midday peak.
Therefore, in balance, the adoption of the above assumptions is considered to be reasonable.
8.5.2 Retail (Shopping Centre) Use Drop-in Trips
When considering trips generated by the development, it is important to consider that not all trips are new to
the local road network. Traffic that already exists on the road network should be discounted to account for the
‘drop-in’ component, which is detailed in below:
Diverted drop-in trips: Traffic travelling on the surrounding road network unrelated to the Noosa
Village Mixed-Use Precinct, that divert and modify their travel route to visit as they pass by; and
Undiverted drop-in trips: Traffic travelling with the original intention of visiting the existing Noosa Civic
shopping centre, instead continue through to visit the Noosa Village Mixed-Use precinct.
SLR applied a generic discount to simplify consideration of the above factors. According to Table C8.2 of
Austroads’ Guide to Traffic Generating Developments (2020), a shopping centre with greater than 20,000m2
consists of a segmentation of traffic generation of 63% new trips, 18% diverted drop-in trips and 19% undiverted
drop-in trips. Considering that the retail development of the Project will share an internal pedestrian pathway
with the existing Noosa Civic shopping centre, applying a 40% drop-in rate, accounting for both diverted and
undiverted drop-in trips, for a combined shopping centre area (GLA) of 49,960m2 is appropriate.
8.5.3 Other Land Uses New Trips
For development uses other than retail (shopping centre), the following sources have been reviewed to obtain
traffic generation data:
QLD Government’s Traffic Generation Data 2006-2019 (QLD Open Data)1;
Roads and Traffic Authority’s (RTA) Guide to Traffic Generating Developments Version 2.2 2002 (GTGD
2002); and
1
Open data portal source: https://www.data.qld.gov.au/dataset/traffic-generation-data-2006-2019
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RMS Guide to Traffic Generating Developments Technical Direction TDT 2013/04a (GTGD 2013).
Peak hour traffic demands for the development other than the retail (shopping centre) uses are forecasted
based on the following traffic generation data source and are summarised in Table 11:
Residential Area – Adopted as the traffic generation rates provided for a ‘High density residential flat
dwellings’ use in the Road and Maritime Service’s (RMS) Guide to Traffic Generating Developments
Technical Direction TDT (2013/04a) (GTGD 2013).
Commercial Use – The 85th percentile traffic generation rate for a ‘Office Park’ use was calculated from
the respective Weekday PM and Saturday midday peak hour data from the QLD Open Data source.
Trips summarised in Table 11 are all assigned as ‘new’ trips on the road network. The assessed traffic volumes
are included at Appendix D.
Table 11 Development Traffic Generation Forecast
Trip Rate Trips
Land Use Yield
PM SAT PM SAT
2 2 2
Commercial area 2,800 m GFA 1.9 vph / 100m GFA 0.1 vph / 100m GFA 53 vph 3 vph
Residential area 96 units 0.65 vph / dwelling 0.65 vph / dwelling 62 vph 62 vph
Total 115 vph 65 vph
Noted that the development traffic demands outlined in Table 10 and Table 11 are considered to be
conservative as no allowance has been made for cross-utilisation. For instance, an employee might complete
grocery shopping after work as a shared trip to / from the proposed site. In addition, the peak traffic generation
of each component land use is unlikely to coincide in practice, however for the purposes of this assessment it
has been conservatively assumed that they will coincide. As such, SLR anticipates that in practice the peak traffic
generation will be lower than what is assessed herein.
8.6 Traffic Distribution
New trips to the proposed development have been distributed to the surrounding road network based on
economic data provided by Stockwell. Table 12 overleaf presents the distribution percentages provided and
further breaks these down based on the external road network.
The same traffic distribution proportions have been adopted for new trips generated by all developments,
including surrounding developments within the Noosa Business Centre masterplan.
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Table 12 External Traffic Distribution
Provided
Direction Description
Percentages
North
To/from the south-west and west of the broader external road network utilising
(Hofmann 30%
Hofmann Drive to access/egress the site.
Drive)
North
To/from the north, far north, east and far east of the broader external road
(Walter Hay 45%
network utilising Walter Hay Drive to access/egress the site.
Drive)
South (Walter
To/from the south utilising Walter Hay Drive to access/egress the site. 25%
Hay Drive)
Total 100%
8.7 Assessment Software
The study intersections were analysed for each of the aforementioned scenarios using SIDRA Intersection 9
software (SIDRA). SIDRA is an industry recognised analysis tool used to estimate the capacity and operational
performance of intersections based on a variety of input parameters including geometrical data and traffic
volumes. SIDRA provides an estimate of an intersection’s operation by reporting a number of numerical outputs
including Degree of Saturation (DOS), queues and delays.
8.8 Performance Criteria
8.8.1 Intersection Performance Thresholds
DOS thresholds, as defined in Guidelines for Assessment of Road Impacts of Development (GARID) 2006, have
been used to understand the operational performance of an intersection. Whilst it is noted that these thresholds
are no longer adopted by the GTIA, these parameters are still considered to be relevant and appropriate for
assessing the capacity and performance of an intersection, particularly when assessing its operational
performance under existing conditions. The DOS thresholds, as defined by the GARID, are presented in Table 13
below.
Table 13 DTMR GARID Intersection Performance Thresholds
Intersection Type DOS Threshold
Signalised intersections Less than or equal to 0.90
Roundabouts Less than or equal to 0.85
Priority controlled intersections Less than or equal to 0.80
DOS values exceeding the thresholds presented in Table 13 indicate that the intersection is nearing its practical
capacity, and therefore, road users are likely to experience rapidly increasing delays and queuing. Mitigation
works may be required to maintain satisfactory operation at such a point.
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8.8.2 Critical Delay
The RMS (now TfNSW) Guide to Traffic Generating Developments (2002) recommends that the average delay
statistic for the critical movement provides a better indication of intersection performance and safety for
roundabouts and priority-controlled intersections than DOS. A summary of the delay thresholds recommended
by TfNSW is provided in Table 14.
Table 14 Critical Delay Thresholds
LOS Description Critical Delay (sec/vehicle)[1]
A Good operation < 14 sec
B Acceptable delays and spare capacity 15 - 28 sec
C Satisfactory 29 - 42 sec
D Near capacity 43 - 56 sec
E At capacity, requires other control mode 57 - 70 sec
[1] For traffic signals, the average delay of all movements should be reported. For roundabouts and priority-control intersections, the highest average
delay of the critical movement should be reported.
8.9 Intersection Assessment
8.9.1 I1 - Hofmann Dr / Noosa Civic Access Rd Roundabout
The Hofmann Dr / Noosa Civic Access Rd Roundabout is an existing three-leg roundabout. The existing
intersection form is shown in Figure 13. Summary output from the SIDRA assessment is presented in Table 15,
with detailed output provided at Appendix E.
Figure 13 Hofmann Dr / Noosa Civic Access Rd Roundabout Form
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Table 15 I1 - Hofmann Dr / Noosa Civic Access Rd Roundabout – SIDRA Output
Weekday PM Peak Saturday Midday Peak
Scenario Critical Critical
95%tile 95%tile
Max DOS Delay Max DOS Delay
Queue (m) Queue (m)
(sec/veh) (sec/veh)
2022 Survey 0.34 13.8 16.2 0.35 14.2 17.0
2026 Background 0.36 13.9 17.2 0.37 14.4 18.1
2026 With Development 0.44 14.0 23.8 0.51 14.7 28.7
2036 Background 0.39 14.0 19.6 0.40 14.6 20.5
2036 With Development 0.48 14.2 26.8 0.52 15.0 29.4
The results presented in Table 15 indicate that the Hofmann Dr / Noosa Civic Access Rd Roundabout would
operate within acceptable performance thresholds under all assessment scenarios.
8.9.2 I2 - Hofmann Dr / Rene St / Loading Bay Access Roundabout
The Hofmann Dr / Rene St / Loading Bay Access Roundabout is an existing four-leg roundabout. The existing
intersection form is shown in Figure 14. Summary output from the SIDRA assessment is presented in Table 16,
with detailed output provided at Appendix E.
Figure 14 Hofmann Dr / Rene St / Loading Bay Access Roundabout Form
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Table 16 I2 - Hofmann Dr / Noosa Civic Access Rd Roundabout – SIDRA Output
Weekday PM Peak Saturday Midday Peak
Scenario Critical Critical
95%tile 95%tile
Max DOS Delay Max DOS Delay
Queue (m) Queue (m)
(sec/veh) (sec/veh)
2022 Survey 0.22 10.4 9.5 0.22 10.4 9.3
2026 Background 0.24 10.5 10.0 0.23 10.4 10.0
2026 With Development 0.29 10.7 13.3 0.28 10.6 13.0
2036 Background 0.25 10.6 11.0 0.25 10.5 10.9
2036 With Development 0.31 10.8 14.7 0.30 10.7 14.3
The results presented in Table 16 indicate that the Hofmann Dr / Noosa Civic Access Rd Roundabout would
operate within acceptable performance thresholds under all assessment scenarios.
8.9.3 I3 - Noosa Civic Access Rd / Unnamed Road Roundabout
The Noosa Civic Access Rd / Unnamed Road Roundabout is a three-leg roundabout. The current intersection
form of the roundabout is shown in Figure 15.
Figure 15 Noosa Civic Access Rd / Unnamed Road Roundabout Form
At the time of undertaking this assessment, the Noosa Civic Access Road / Unnamed Road roundabout was
impacted by construction activities. As a result, a survey count could not be obtained to understand the existing
traffic demands. Given that this roundabout is newly constructed, the travel patterns utilising this roundabout
are not mature. A site inspection was conducted on 9 May 2023 to understand the traffic performance of the
intersection, and according to observations, the roundabout typically experiences low traffic demands presently.
To conservatively assess this roundabout, SLR has applied an estimated 120 traffic movements to the right-turn
traffic from the eastern leg and left-turn traffic from the northern leg as background traffic. It is noted that these
additional traffic movements were not distributed to the external road network and there were no reductions
applied to other study intersections. Traffic volumes assessed for this intersection are included at Appendix D.
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Summary output from the SIDRA assessment is presented in Table 17, with detailed output provided at
Appendix E.
Table 17 I3 - Noosa Civic Access Rd / Unnamed Road Roundabout – SIDRA Output
Weekday PM Peak Saturday Midday Peak
Scenario Critical Critical
95%tile 95%tile
Max DOS Delay Max DOS Delay
Queue (m) Queue (m)
(sec/veh) (sec/veh)
2022 Survey 0.08 12.0 2.8 0.08 12.0 2.8
2026 Background 0.08 12.0 3.0 0.08 12.0 3.0
2026 With Development 0.20 12.4 8.5 0.22 12.8 8.7
2036 Background 0.09 12.1 3.3 0.09 12.1 3.3
2036 With Development 0.21 12.4 8.8 0.24 12.9 10.8
The results presented in Table 17 indicate that by adopting the estimated traffic volumes, the Walter Hay Dr /
Noosa Civic Access Rd Roundabout is expected to operate within acceptable performance thresholds under all
assessment scenarios.
8.9.4 A1 - Lot 3 Northern Access Road / Unnamed Road Intersection
The Lot 3 Northern Access Road / Unnamed Road Intersection is a proposed priority-controlled three-leg
intersection. The proposed intersection form is shown in Figure 16. Summary outputs from the SIDRA
assessment is presented in Table 18, with detailed outputs provided at Appendix E.
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Figure 16 Lot 3 Northern Access Road / Unnamed Road Intersection Form
Table 18 A1 - Lot 3 Northern Access Road / Unnamed Road Intersection – SIDRA Output
Weekday PM Peak Saturday Midday Peak
Scenario Critical Critical
95%tile 95%tile
Max DOS Delay Max DOS Delay
Queue (m) Queue (m)
(sec/veh) (sec/veh)
2026 With Development 0.12 6.5 4.3 0.17 6.9 5.7
2036 With Development 0.12 6.5 4.3 0.17 6.9 5.7
The results presented in Table 18 indicate that the proposed A1 Access Road would operate within acceptable
performance thresholds under all assessment scenarios.
8.9.5 A2 - Lot 7 Northern Access Road / Unnamed Road Intersection
The Lot 7 Northern Access Road / Unnamed Road Intersection is a proposed three-leg priority-controlled
intersection. The proposed intersection form is shown in Figure 17. Please note that this intersection form is
indicative only and is subject to future site plans for Lot 7. Summary outputs from the SIDRA assessment is
presented in Table 19, with detailed outputs provided at Appendix E.
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Figure 17 Lot 7 Northern Access Road / Unnamed Road Intersection Form
Table 19 A2 - Lot 7 Northern Access Road / Unnamed Road Intersection – SIDRA Output
Weekday PM Peak Saturday Midday Peak
Scenario Critical Critical
95%tile 95%tile
Max DOS Delay Max DOS Delay
Queue (m) Queue (m)
(sec/ veh) (sec/ veh)
2026 With Development 0.02 5.6 0.4 0.02 5.6 0.5
2036 With Development 0.02 5.6 0.4 0.02 5.6 0.5
The results presented in Table 19 indicate that the proposed A2 Access Road would operate within acceptable
performance thresholds under all assessment scenarios.
8.9.6 A3 - Lot 7 Southern Access Road / Unnamed Road Intersection
The Lot 7 Southern Access Road / Unnamed Road Intersection is a proposed three-leg priority-controlled
intersection. The proposed intersection form is shown in Figure 18. Please note that this intersection form is
indicative only and is subject to future site plans for Lot 7. Summary outputs from the SIDRA assessment is
presented in Table 20, with detailed outputs provided at Appendix E.
Page 38
Section 39
Stockwell Development Group Pty Ltd SLR Ref No: 620.30926-R01-v1.0 TIA 20230524.docx
Traffic Impact Assessment May 2023
Proposed Noosa Civic Village Mixed Use Development
Figure 18 Lot 7 Southern Access Road / Unnamed Road Intersection Form
Table 20 A3 - Lot 7 Southern Access Road / Unnamed Road Intersection – SIDRA Output
Weekday PM Peak Saturday Midday Peak
Scenario Critical Critical
95%tile 95%tile
Max DOS Delay Max DOS Delay
Queue (m) Queue (m)
(sec/ veh) (sec/ veh)
2026 With Development 0.02 5.6 0.4 0.02 5.6 0.5
2036 With Development 0.02 5.6 0.4 0.02 5.6 0.5
The results presented in Table 20 indicate that the proposed A3 Access Road would operate within acceptable
performance thresholds under all assessment scenarios.
8.9.7 A4 - Lot 3 Southern Access Road / Unnamed Road Intersection
The Lot 3 Southern Access Road / Unnamed Road Intersection is a proposed three-leg priority-controlled
intersection. The proposed intersection form is shown in Figure 19. Summary outputs from the SIDRA
assessment is presented in Table 21, with detailed outputs provided at Appendix E.
Page 39
Section 40
Stockwell Development Group Pty Ltd SLR Ref No: 620.30926-R01-v1.0 TIA 20230524.docx
Traffic Impact Assessment May 2023
Proposed Noosa Civic Village Mixed Use Development
Figure 19 Lot 3 Southern Access Road / Unnamed Road Intersection Form
Table 21 A4 - Lot 3 Southern Access Road / Unnamed Road Intersection – SIDRA Output
Weekday PM Peak Saturday Midday Peak
Scenario Critical Critical
95%tile 95%tile
Max DOS Delay Max DOS Delay
Queue (m) Queue (m)
(sec/ veh) (sec/ veh)
2026 With Development 0.20 6.1 5.3 0.27 6.6 7.4
2036 With Development 0.20 6.1 5.3 0.27 6.6 7.4
The results presented in Table 21 indicate that the proposed A4 Access Road would operate within acceptable
performance thresholds under all assessment scenarios.
Page 40
Section 41
Stockwell Development Group Pty Ltd SLR Ref No: 620.30926-R01-v1.0 TIA 20230524.docx
Traffic Impact Assessment May 2023
Proposed Noosa Civic Village Mixed Use Development
9 Code Response
The traffic and transport aspects of the proposed expansion have been assessed against the relevant
requirements of Council’s development codes, with responses provided at Appendix F.
Page 41
Section 42
Stockwell Development Group Pty Ltd SLR Ref No: 620.30926-R01-v1.0 TIA 20230524.docx
Traffic Impact Assessment May 2023
Proposed Noosa Civic Village Mixed Use Development
10 Summary and Conclusions
SLR has been engaged by Stockwell to undertake a Traffic Impact Assessment (TIA) in relation to the proposed
expansion of the existing Noosa Civic Shopping Centre located at 28 Eenie Creek Road, Noosaville. The proposal
comprises an expansion to accommodate a mixed-use precinct including additional retail yield as well as new
entertainment (bowling and cinema facilities), commercial and residential uses.
Based on the analysis and assessment undertaken as part of this TIA, the following conclusions are made:
Servicing for lots 3 and 7 by the largest foreseeable vehicles can be accommodated within the specified
loading areas and this has been demonstrated through swept path analysis;
The total number of car parks provided by the proposed development is 913 spaces. This supply is
lower than Council’s acceptable outcome as stated in NSC’s DPC. As a result, this assessment
demonstrated compliance with PO1 from Council’s DPC as follows:
SLR conducted a parking demand assessment which demonstrated that the plausible peak hour
demand for the proposed development is 913 spaces when considering the temporal parking
demand profiles for the differing tenancy types within the development;
Visitors to the site are likely to visit multiple land uses during their trips, and residential tenants
who live within the precinct will likely visit the shopping centre by foot;
The proximate location of the future public transport facility and extensive end-of-trip facilities,
inclusive of secured bicycle parking spaces, are anticipated to further encourage active and public
transport rather than reliance on private vehicles;
Council’s strategic intent for transport aims to encourage active and public transport modes of
transport, and a relaxation in car parking supply will promote such a mode shift.
The traffic design of the development site layout is compliant with the requirements of the relevant
design standards and guidelines;
The operational assessment conducted herein demonstrates the following:
I1 - Hofmann Dr / Noosa Civic Access Rd Roundabout: No upgrading required;
I2 - Hofmann Dr / Rene St / Loading Bay Access Roundabout: No upgrading required;
I3 - Noosa Civic Access Rd / Unnamed Rd Roundabout: No upgrading required; and
Proposed Access A1 – A4: The proposed access arrangements are sufficient to accommodate
development traffic in 2036.
Page 42
Section 43
APPENDIX A Development Plans
Section 44
Sim
1 1 2 Rev. Date Description Iss. Appr.
2000 3000 2000 A 23.05.2023 DEVELOPMENT APPLICATION ISSUE MM GS
RL 8.00
NOMINAL
1 STAIR FROM
LEVEL1 BASEMENT RAMP
EX
BIO
IST
ING
-BA
VAN
SIN
RAMP
FO
OT
2
TO BASEMENT STAIR FROM
PA
VAN LEVEL 1/2
TH
3 VAN
VE
HIC
VAN
LE
4
CR
OS
SO
VE
EX
R
IST
ING
5
FO
OT
PA
2
BIO
4
LOA
TH
300
UNDERCROFT CARPARK
-BA
D
BIO
DOC ING
SIN
-BA
87 PARKING BAYS
SIN
K
6 Y EN
T
VE
BB SE
M
SE
HIC
LO AIR BA
REFUSE
FU
ST OM RE
LE
FR REFUSE AND LOADING
C
SCREENED AND
RO
LOADING
7
S
CK
SS
RA SETBACK FROM
OV
LE STREET
YC
ER
EMERGENCY BIC
BAY
SWITCHROOM
SUBSTATION
8 Do not scale this drawing. Verify all dimensions on site before commencing
any work. Copyright © 2023 Buchan. This drawing remains the property of
NOOSA CIVIC 1 AME
N IT
IES REFUSE COMMERCIAL
The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
prior consent is forbidden.
EXISTING CENTRE 5000
9
NT
File
EME
\ACCDocs\Buchan\719021-R22-Noosa_Civic_Precinct\
AS
STAIR
NOTE:
MB
FRO IR
FROM BASEMENT
STA
INTERTENANCY WALLS LIFT
SHOWN INDICATIVELY TO LEVEL 1 AREA SCHEDULE (GFA)
10
& BASEMENT
EL 1 RETAIL (ground floor) 13,700m2
EASEMENT AM EL 1
CINEMA 3,050m2
LEV
RL (first floor)
L IFT
LEV
RETAIL RETAIL RETAIL
IR
STAIR FROM
ENTERTAINMENT 1,540m2
TO
STA
8.95 (first floor)
LEVEL 1/2
TO
11 COMMERCIAL (first floor) 2,800m2
PEDESTRIAN
CROSSING
PEDESTRIAN BRIDGE LINE OF AWNING OVER
RESIDENTIAL (ground floor) 950m2
CONNECTION OVER 3,140m2
12 BICYCLE RACKS BICYCLE RACKS (first floor)
(second floor) 3,950m2
3002
23000
3003
EASEMENT AK
MAIN STREET
CAR PARKING SCHEDULE
TO LEVEL 1 & LEVEL 2
INTERTENANCY WALLS SHOWN INDICATIVELY
13
(PRIVATE ROAD)
COV
LOT 3 GROUND LEVEL NORTH 87
inclusive of STANDARD 85
E
COVENANT J CIVIC PLAZA CIVIC SPINE LINE OF AWNING OVER
LOT 7
STAIR
NAN
PW D 2
14 FUTURE BASEMENT
inclusive of STANDARD
699
684
T AJ
DEVELOPMENT PW D 15
LOT 7 GROUND LEVEL 95
15 3 STAIR TO LEVEL 1 3 inclusive of STANDARD
PW D
93
2
2000 NOTE:
LIFT TO
LEVEL 1 & 32 95 2000
STAIR INTERTENANCY WALLS BASEMENT
STAIR STAIR PARKING PARKING STREET GROUND LEVEL 32
NOTE:
16
TO LEVEL 1 SHOWN INDICATIVELY STAIR TO BASEMENT TO LEVEL 1 & LEVEL 2 TO LEVEL 1 BAYS BAYS inclusive of STANDARD 32
PW D N/A
4 RL
RETAIL RETAIL 2 RETAIL 3 TOTAL COMBINED LOT 3 / 7 / STREET 913
3000 3002 3000
EM E M
inclusive of STANDARD 894
17
BAS IR FRO
8.95
NT
PWD 19
STA
PEDESTRIAN
11000
INTERNAL STREET CROSSING BICYCLE PARKING SCHEDULE
18 STAIR
TO LEVEL 1
& LEVEL 2 LOT 3 PUBLIC BICYCLE RACK 12
LOBBY
19 RL
LIFT
TO LEVEL 1
LANDSCAPED RETAINING
BATTER TO TIE INTO
END OF TRIP SECURE STORAGE 90
& LEVEL 2 LOT 7 PUBLIC BICYCLE RACK 8
LIFT FROM BASEMENT
20 8.25 EXISTING TOPOGRAPHY
TOTAL COMBINED LOT 3 / 7 / STREET 110
VEHICLE LANES
BICYCLE LANE
BICYCLE LANE
RETAIL
FROM BASEMENT
TYPE 2A
CARPARING
CARPARING
TRAVELATORS
SECURE PRIVATE
PARALELL
PARALELL
NOTE: TYPE 1A CORRDIOR TO ACCESS
21 INTERTENANCY WALLS
SHOWN INDICATIVELY
GROUND FLOOR
APARTMENTS
APARTMENT SCHEDULE (SMALL DWELLING)
LIFT
LOT 3 1 BEDROOM, 1 BATH 24
RL TO LEVEL 1 & 2 2 BEDROOM, 2 BATH 30
TYPE 1A
22
7.50 STAIR FROM BASEMENT
3 BEDROOM, 2 BATH 5
END OF TRIP
TYPE 1A
FACILITIES
STAIR
FROM LEVEL 1 &
LEVEL 2 LOT 7 1 BEDROOM, 1 BATH 24
LOBBY 2 BEDROOM, 2 BATH 13
23
TO LEVEL 1 & LEVEL Section 45
2
TYPE 1A
TOTAL COMBINED LOT 3 / 7 96
AMENITIES TY TYPE 2A
RL
RETAIL RETAIL TY
PE
1A Project
PE
NOOSA CIVIC VILLAGE
1A
STAIR
24
6.75
SI N
BIO-BA
TY
PE
1A
2 MIXED USE DEVELOPMENT
PLANT
TY TYPE 2A 2002
25 PE
2A 28 Eenie Creek Rd
ER
Noosaville QLD 4566
V
STAIR FROM BASEMENT
SSO
E CRO
26
ICL
RL
VEH
6.00 TY
PE
2A
SIN
BA
ST
EXTERNAL
FR AIR
STAIR TO
O-
PLANT AND EQUIPMENT Project Number
BI
LE O M
LE VEL 1
27 VE
L2 & 719021
Status
REFUSE DEVELOPMENT APPLICATION
LOADING DOCK Date Plotted 23/05/2023 2:55:14 PM
R
VE
28
N
RL
SO
Date Issued 23.05.2023
5.25
OS
CR
Scale 1 : 500 @A1
LE
HIC
0 5 10 20 30M
VE
29 PLANT Drawing Title
RL FLOOR PLAN
H
TPAT
4.50
30
G FOO
EASEMENT AL
IN
EXIST
RAMP TO
ALONG FULL LENGTH BASEMENT CARPARK
OF WEST BOUNDARY
EASEMENT CB Drawing Number Revision
A-DA-1000 A
A B C D E F G H I J K L M N O P Q R S T U
1 2 Brisbane Studio
2000 2000 + 61 7 3859 9222 / buchangroup.com.au
Section 46
Sim
1 1 2 Rev. Date Description Iss. Appr.
2000 3000 2000 A 23.05.2023 DEVELOPMENT APPLICATION ISSUE MM GS
1 400
0 RAMP UP EDGE OF
TO GROUND CARPARK
8700
OVER
10
RAMP DOWN
56
2
FROM GROUND
0
2800
3
58
00
8500
58
4
00
8500
85
00
5
2
75
4
300
00
8800
6
85
00
8500
LOBBY
58
00
7
58
8500
00
PLANT
58
8
00
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
8500
prior consent is forbidden.
9 NOOSA CIVIC LOBBY
File
\ACCDocs\Buchan\719021-R22-Noosa_Civic_Precinct\
8500
EXISTING CENTRE
10
8500
EASEMENT AM
11
8500
12 PEDESTRIAN BRIDGE
CONNECTION OVER
8500
13
8500
14
8500
15 3
LOBBY
2000
8500
16
4
8500
699 PARKING BAYS
3000
17
8500
18
4250 4250
TYPICAL
19 2700 2700 2700
20
5400
LOBBY
8500
5400
21
TYPICAL
8500
6200
22
5400
8500
LOBBY
LOBBY
5400
23
8500
Project
24 NOOSA CIVIC VILLAGE
2 MIXED USE DEVELOPMENT
8500
2002
25 28 Eenie Creek Rd
Noosaville QLD 4566
8500
26
8500
Project Number
27 719021
Status
DEVELOPMENT APPLICATION
8500
Date Plotted 23/05/2023 11:59:31 AM
28
N
Date Issued 23.05.2023
Scale
8500
1 : 500 @A1
LINE OF BUILDING ABOVE 0 5 10 20 30M
29 Drawing Title
BASEMENT PLAN
8500
EXTERNAL EXIT GATES
30
RAMP UP
TO GROUND
RAMP DOWN
FROM GROUND
Drawing Number Revision
A-DA-1010 A
4250 8500 5800 8500 8500 8500 8500 8500 8500 8500 8500 8500 8500 8500 8500 8500 8500 8500 5850 4300
A B C D E F G H I J K L M N O P Q R S T U
1 2 2 Brisbane Studio
2000 3000 2000 + 61 7 3859 9222 / buchangroup.com.au
The text continues on section 47.
Used in these records
Appendix E- Traffic Impact Statement.pdfRelated documentApplication case desk ↗
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