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RFI - Traffic Impact Statement · MCU23/0008
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() fernway Traffic Impact Statement 7 Woodland Drive, Peregian Beach QLD 4573 May 2023, Issue 2 OO@
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Page 2
Type of Report: Traffic Impact Statement
Site Location: 7 Woodland Drive, Peregian Beach QLD 4573
Prepared for: Capital Prudential Funds Management
Prepared by: Fernway Engineering Pty Ltd (ABN 38 475 511 899)
Version Author Signature Release Date
2.0 Supun Perera 05 May 2023
BE (Hons), MS, PhD,
M.AITPM, NER (4787402),
RPEQ (18501)
Disclaimer
This report has been prepared based on information available at the date of
publication. Fernway Engineering will not be liable for any loss, damage, cost or
expense incurred or arising because of any person relying on information in this
report. Reproduction of this report or any part is not permitted without the prior
written consent of Fernway Engineering.
© Copyright 2023 by Fernway Engineering
7 Woodland Drive, Peregian Beach QLD 4573
Page 3
Table of Contents
1. Introduction ............................................................................................................................................................................... 1
2. Background............................................................................................................................................................................... 2
3. Public and Active Transport Accessibility ........................................................................................................5
4. Parking Provision Requirements .............................................................................................................................. 7
4.1 Car parking requirements ................................................................................................................................... 7
4.2 Motorcycle parking requirements ...............................................................................................................8
4.3 Bicycle parking requirements .........................................................................................................................9
5. Public Parking Availability .......................................................................................................................................... 10
6. Parking Design Review ..................................................................................................................................................13
6.1 Caretaker’s car space...........................................................................................................................................13
6.2 Office car spaces .....................................................................................................................................................14
6.3 Disability-accessible car space....................................................................................................................14
6.4 Blind aisle clearance .............................................................................................................................................15
6.5 Gradients within parking modules.............................................................................................................15
6.6 Gradient of the access driveway ................................................................................................................15
6.7 Driveway width ..........................................................................................................................................................15
6.8 Vehicle maneuverability ....................................................................................................................................15
6.9 Site servicing ...............................................................................................................................................................17
6.10 Headroom clearance............................................................................................................................................17
6.11 Motorcycle spaces .................................................................................................................................................17
6.12 Bicycle spaces ...........................................................................................................................................................17
6.13 Pedestrian sight distance availability ..................................................................................................... 18
6.14 Driveway location ................................................................................................................................................... 19
6.15 Sight distance for exiting vehicles ............................................................................................................20
7 Woodland Drive, Peregian Beach QLD 4573
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7. Traffic Impact Assessment ........................................................................................................................................ 24 8. Conclusions............................................................................................................................................................................26 Appendix A – Detailed Parking Survey Results...................................................................................................28 Appendix B – Swept Path Assessment Results ..................................................................................................29 7 Woodland Drive, Peregian Beach QLD 4573
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1. Introduction
Fernway Engineering has been engaged by Capital Prudential Funds Management to
provide a traffic impact statement in relation to the proposed Innovation Office and
Caretaker’s residence development at 7 Woodland Drive in Peregian Beach (‘subject
site).
The scope of this report is as follows:
• Review the project background along with the existing traffic and parking
conditions in the vicinity of the subject site;
• Describe the public transport services and active transport infrastructure
available to access the subject site;
• Assess the likely car parking demand generated by the proposed development,
based on statutory parking requirements;
• Understand the existing levels of on-and off-street public parking availability
within walking distance of the subject site, and their occupancy levels, through a
parking survey conducted across typical weekday business hours.
• Review the design of the proposed on-site car park and vehicular access design
with reference to the relevant standards;
• Provide an estimate of the additional peak hour and daily traffic impact
generated as a result of the proposed development; and
• Make a conclusion based on the above findings.
7 Woodland Drive, Peregian Beach QLD 4573 Page | 1
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2. Background The subject site is currently vacant and includes 709 sqm of land area. It is situated at the corner of Woodland Drive / Rufous Street intersection. Rufous Street at the site frontage is a local access road with a cul-de-sac end and is approx 125m long. It includes an undivided carriageway with one traffic lane in each direction. Figure 1 illustrates the location of the subject site in an aerial view. The subject site is zoned ‘Innovation’ under the Noosa Plan 2020. The land uses surrounding the site include ‘Recreation and open space’ to the west and south, ‘Low- density residential’ to the north and north-west, and ‘Innovation’ to the east. Figure 2 shows the land use zoning map for the site locality. The current proposal seeks to construct a mixed-use building within the subject site to provide six (6) office units and one caretaker’s dwelling. On-site car parking is proposed to accommodate a total of 12 car spaces (including a disability-accessible car space + 2 tandem car spaces). Vehicle access to the site is proposed off Rufous Street via a two- way driveway. Figure 3 shows the proposed site layout plan while Table 1 provides a summary of the proposed land uses and areas. 7 Woodland Drive, Peregian Beach QLD 4573 Page | 2
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Subject Site
Figure 1: Location of the subject site
Subject Site
Figure 2: Local zoning map
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Figure 3: Proposed site layout plan
Table 1: Summary of proposed areas
Land Use Unit Area
Caretaker’s dwelling (one bedroom) 0 58.52 sqm
Commercial (offices) 1 82.25 sqm
2 50.54 sqm
3 55.77 sqm
4 79.09 sqm
5 55.71 sqm
6 59.71 sqm
Total commercial floor area 383.07 sqm
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3. Public and Active Transport
Accessibility
The locality of the subject site was assessed for public transport options likely to be
utilised by prospective staff members at the proposed office units.
Bus route 620 (Noosa Heads to Maroochydore) operates on David Low Way with bus
stops in both directions located approx. 200m (2-minute walk) from the subject site. This
service operates between 5.45am to 10.40pm Monday to Friday, with a frequency of one
service every 30 minutes during peak periods (hourly services outside the peak periods).
A paved footpath is available from the subject site to the bus stops on David Low Way.
Also, David Low Way includes a formal cycleway on both sides.
Figure 4 shows the public and active transport infrastructure available within the site
vicinity.
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Subject Site
Bus stop
Footpath
Cycleway
Figure 4: Local public and active transport connections
7 Woodland Drive, Peregian Beach QLD 4573 Page | 6
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4. Parking Provision Requirements
The parking provision requirements for the proposed development have been
determined with reference to the parking rates presented in Table 9.4.1.4 (Minimum
parking requirements including end-of-trip facilities) within Section 9.4.1 Driveways and
Parking Code of the Noosa Plan 2020.
4.1 Car parking requirements
Table 9.4.1.4 of the Noosa Plan provides the following car parking rates:
• Caretaker’s accommodation – one covered car space
• Office - If:
located in the Major Centre Zone in Noosa Heads:
• one space per 20m2 for the ground floor; and
• one space per 30m2 for the second and third floors; or
otherwise one space per 20m²
Application of the above rates to the proposed development (which is not located
within the Major Centre Zone in Noosa Heads) with 1 caretaker dwelling and 383.07 sqm
of office space leads to a requirement of 21 car spaces (rounded up to the nearest
whole number). This requirement consists of 20 spaces for office use and 1 space for the
caretaker.
The proposed development includes a total of 12 car spaces (11 for office + 1 for
caretaker). This proposed parking provision includes a shortfall of 9 car spaces for office
use. As such, dispensation is sought as a part of this application, in relation to 9 office car
spaces.
Justification for office car parking shortfall
Based on the parking rate provided in the Noosa Plan, the proposed office use should
provide a total of 20 car spaces.
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For comparison, The parking rate provided in the RMS Guide to Traffic Generating Developments (TfNSW, 2002) in relation to commercial uses has been investigated. This guide states that in unrestrained situations (i.e. where the parking demand is to be fully met on-site), commercial uses should provide 1 space per 40m2 gross floor area. Application of this rate to the proposed development with 383.07 sqm of office space leads to a requirement of 10 car spaces. The proposal provides a total of 11 car spaces for office use – which exceeds the relevant requirement under the parking rate provided in the RMS Guide. As such, the proposed on-site parking provisions for the office component are considered adequate in this instance. Further, considering the public transport accessibility for the site as well as the availability of time unrestricted on and off-street parking spaces on Rufous Street, it is expected that in case of a parking demand overspill from the site, it can be readily accommodated within the surrounding local area. Section 5 presents results from a parking inventory and occupancy survey undertaken for the immediate locality of the subject site (250m distance, 3-minute walk). From these results, it is evident that there are some 114 public car parking spaces within easy walking distance of the subject site. The worst-case peak occupancy level was recorded at 10am, where only 18 car spaces were vacant. Across all time periods, there are at least 18 vacant public car parking spaces in the locality of the site. As such, the shortfall of 9 car spaces from the proposed development, can be readily accommodated within the existing public parking within the local area of the site, without exhausting the overall availability of public parking for other uses. 4.2 Motorcycle parking requirements Table 9.4.1.4 of the Noosa Plan provides the following motorcycle parking rates: • Accommodation activity (caretaker’s dwelling): one space per two dwellings • Business activity (office use): One space per 100 sqm or part thereof use area Application of the above rates to the proposed development with a single caretaker’s dwelling and office use with 383.07 sqm of area leads to a requirement of 4 motorcycle spaces (rounded up to the nearest whole number). The site plans indicate provision for 4 7 Woodland Drive, Peregian Beach QLD 4573 Page | 8
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motorcycle spaces. As such, a dispensation is sought for a single motorcycle space as a part of this application. 4.3 Bicycle parking requirements Table 9.4.1.4 of the Noosa Plan provides the following bicycle parking rates: • Accommodation activity (caretaker’s dwelling): one space per two dwellings • Business activity (office use): one space per 50m² up to 500m² Application of the above rates to the proposed development with a single caretaker’s dwelling and office use with 383.07 sqm of area leads to a requirement of 8 bicycle spaces (rounded up to the nearest whole number). The site plans indicate provision for 8 bicycle spaces which satisfies the above requirement. 7 Woodland Drive, Peregian Beach QLD 4573 Page | 9
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5. Public Parking Availability The availability and occupancy of the nearby public on and off-street parking spaces were investigated through a parking survey that was carried out on a typical weekday (outside of school holidays), between 7am to 6pm. The parking survey considered all available on and off-street parking opportunities within 250m (3-minute walk) of the subject site, as shown in Figure 5. Table 2 shows the summary of the parking survey results – note that the results presented in this table have omitted the parking available within Z1 (North of Peregian Tennis Club) as this car park includes only reserved parking. Detailed parking survey results are presented in Appendix A of this report. Figure 6 shows the level of occupied and vacant car spaces recorded across each hour of the survey. From these results, it is evident that there are some 114 public car parking spaces within easy walking distance of the subject site. Only 9 of these 114 car spaces are time restricted (at 1 hour, between 7am to 5pm, Mon-Fri). The peak occupancy period is observed generally between 9am to noon. The worst-case peak occupancy level was recorded at 10am, where only 18 car spaces were vacant. Across all time periods, there are at least 18 vacant public car parking spaces in the locality of the site. 7 Woodland Drive, Peregian Beach QLD 4573 Page | 10
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Subject Site Figure 5: Areas considered in the parking survey 7 Woodland Drive, Peregian Beach QLD 4573 Page | 11
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fernway Table 2: Summary of parking survey results 1. Woodland Dr Unrestricted 2. Rufous st Unrestricted 2P (7am-spm Mon-Fri) Unrestricted Total % Capacity Zone 2 120 100 80 yn o a 2 6o 8 40 20 ° 7am 8am gam 1oam ilam Noon 1pm 2pm 3pm 4pm 5pm 6pm ™Occupied spaces Vacant spaces Figure 6: Occupied and vacant public parking spaces 7 Woodland Drive, Peregian Beach QLD 4573
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6. Parking Design Review This section provides a review of the proposed on-site car parking design with reference to the relevant design standards. Figure 7 shows the proposed car parking layout plan with key dimensions outlined. Figure 7: Key dimensions of the proposed car parking layout 6.1 Caretaker’s car space Based on AS 2890.1, the user class for the caretaker’s car spaces is 1A (residential/all- day parking). User class 1A car spaces must be designed at 2.4m width, 5.4m length and 5.8m aisle width. In addition, Figure 5.2 of AS 2890.1 outlines the design envelop around parked vehicles to be kept clear of columns, walls and obstructions. 7 Woodland Drive, Peregian Beach QLD 4573 Page | 13
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The proposed caretaker’s car space is designed at 2.4m width (with clearance around
the car space provided as per Figure 5.2 of AS 2890.1) and 5.4m length. This car space
has access to a 6.1m wide aisle behind it.
6.2 Office car spaces
Based on AS 2890.1, the critical user class for the office car spaces is 2 (medium-term
parking), assuming they are also used by visitors. User class 2 car spaces must be
designed at 2.5m width, 5.4m length and 5.8m aisle width. Alternatively, the car space
can be designed at 4.8m of length, where parking is to a low kerb which allows 600 mm
overhang (provided the first 600 mm immediately behind it is unobstructed, is not
another parking space and is not required as a footway or for some similar purpose). In
addition, Figure 5.2 of AS 2890.1 outlines the design envelop around parked vehicles to
be kept clear of columns, walls and obstructions.
The proposed office car spaces are designed to satisfy the above-identified minimum
dimensional requirements (including the reduced length at 4.8m with 600mm overhang
into the grass-patched area beyond the wheelstop).
6.3 Disability-accessible car space
Based on AS 2890.6 – 2009, the disability-accessible car spaces should be designed as
follows:
• The disability-accessible car parking space should be designed at 2.4m width
and 5.4m length (with 5.8m aisle width);
• A shared space of equal dimensions shall be provided adjacent to the car
parking space; and
• Both the car parking space and the shared space should indicate appropriate line
markings. The shared space should include a bollard in order to prevent
motorists from parking at this location.
The proposed single disability-accessible car space complies with the above
requirements.
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6.4 Blind aisle clearance AS 2890.1 requires the end of the vehicle aisle to be extended by an additional 1m beyond the last car space (so that the vehicle using this space can reverse out into the extended aisle area for forward exit). The proposed design provides an aisle extension of 1m length, beyond the last two car spaces (i.e. the disability-accessible space and the caretaker’s space). 6.5 Gradients within parking modules AS 2890.1 states that parking modules, at maximum, should have a grade of 1 in 16 (measured in any direction other than parallel to the angle of parking). In addition, AS 2890.6 states that the disability-accessible car parking space and the shared area shall not exceed the grade of 1:40 in any direction. The proposed car parking modules are at grade and are therefore capable of complying with the above requirement. 6.6 Gradient of the access driveway In relation to the gradient of the access driveway, AS 2890.1 requires the first 6m into the car park to include a maximum grade of 5% (1 in 20). The first 6m of the proposed two- way driveway into the car park is at grade and therefore complies with the above requirement. 6.7 Driveway width This proposed driveway off Rufous Street is of two-way nature and can be designed to satisfy the minimum width of 5.5m for two-way driveways as prescribed in AS 2890.1. 6.8 Vehicle maneuverability In order to investigate the manoeuvrability conditions of a vehicle entering and exiting the proposed car spaces, swept path assessments were undertaken using the AutoTURN software (the industry standard vehicle swept path assessment software). 7 Woodland Drive, Peregian Beach QLD 4573 Page | 15
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For the simulation of the vehicle swept paths, the template of a 99th percentile vehicle
(B99) was used (in line with the dimensions specified in AS 2890.1-2004). Figure 8 shows
this template which represents the largest passenger vehicle size in Australia (typically
an SUV or a similar vehicle).
Figure 8: Template of the B99 vehicle used in swept paths (AS 2890.1:2004)
The swept path results are presented in Appendix B of this report. It is noted that the
Blue and Cyan colour lines in the swept paths indicate the front and rear tyre tracks of
the vehicle, respectively, while the Black colour of the swept paths indicates the vehicle
body (the Green colour line indicated the centreline of the swept path while the dashed
Red colour lines indicate the 300mm vehicle body clearance envelop).
From the swept path results, the following can be concluded:
1) A large passenger vehicle can turn around at the end of the car parking aisle,
using the turning bay, to exit the site in forward gear when all other car spaces
are occupied.
2) Except for the cornermost caretaker’s car space, the other spaces can be
accessed without any additional corrections. This level of maneuverability is
considered typical and acceptable for a car park of this size (the user of the
caretaker’s car space will be a regular user who is familiar with the parking
layout).
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6.9 Site servicing Waste collection for the site will occur at kerbside on Rufous Street at the site frontage. As such, vehicles other than passenger vehicles are not expected to access the car park. Site servicing vehicles will include vans and utes (no trucks) that are represented by the B99 vehicle template. They can be scheduled to enter the car park outside business hours so that conflicts between vehicles can be avoided. These service vehicles are capable of turning around at the end of the parking aisle, using the turning bay, to exit the site in forward gear without reliance on other car spaces (as shown in the swept path results). 6.10 Headroom clearance The proposed office car spaces and the caretaker’s car space are designed to achieve a minimum headroom clearance of 2.2m as required by AS 2890.1. AS 2890.6 requires a minimum headroom clearance of 2.5m above the disability-accessible car space (including the shared space). This level of headroom is available above the disability- accessible and shared spaces. 6.11 Motorcycle spaces AS 2890.1 states a requirement of 2.5m length and 1.2m width for motorcycle spaces. The proposed 4 motorcycle spaces are capable of complying with the above-identified minimum dimensional requirements. 6.12 Bicycle spaces AS 2890.3:2015 states a bicycle spacing envelop requirement of 1.8m length and 0.5m width. The proposed bicycle spaces comply with the above-identified minimum dimensions. 7 Woodland Drive, Peregian Beach QLD 4573 Page | 17
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6.13 Pedestrian sight distance availability AS 2890.1 requires a sight triangle of 2.5m length by 2m width, to be provided at the site egress location, to ensure sufficient sight distance is available for pedestrians. This requirement is illustrated in Figure 9. Figure 9: Pedestrian sight distance requirement (AS 2890.1:2004) Figure 10 illustrates the preservation of the pedestrian sight triangle at the proposed vehicle egress point off Rufous Street. It is noted that since the proposed driveway is designed to cater for two-way movements, the pedestrian sight triangle is only required towards the left-hand side of a vehicle exiting the site. As can be seen, the required sight triangle is preserved of obstructions within the proposed design, within the subject site. Any landscaping/trees within this area should be less than 1.15m in height (this is the driver's eye height as per AS 2890.1). 7 Woodland Drive, Peregian Beach QLD 4573 Page | 18
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2m
2.5m
Figure 10: Proposed pedestrian sight distance preservation at the site egress point
6.14 Driveway location
AS 2890.1 requires driveways near intersections to be located with a 6m offset from the
tangent point of the kerbline of the frontage road. This requirement is extracted to
Figure 11. The driveway to the proposed development achieves an offset of 6.83m from
the tangent point of Rufous Street, as shown in Figure 7. Therefore, the proposed
driveway location complies with the relevant Australian Standard requirement.
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Figure 11: Prohibited locations of access driveways (AS 2890.1:2004) 6.15 Sight distance for exiting vehicles AS 2890.1:2004 provides safe sight distances (SSD) for vehicles entering traffic from a driveway. These requirements have been extracted in Figure 12. Rufous Street does not include a posted speed limit. Therefore, for the sight distance assessment, the default local road speed limit of 50 km/h has been adopted conservatively. On this basis, to ensure a desirable 5-second gap, a sight distance of 69m is required (to both left and right-hand sides) along the frontage road for a driver exiting the subject site. 7 Woodland Drive, Peregian Beach QLD 4573 Page | 20
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Figure 12: Sight distance requirements for domestic driveways (AS 2890.1:2004) Figure 13 shows the sight distance availability for vehicles exiting the site onto Rufous Street. As can be seen, a clear sight line towards the right-hand side of a driver exiting the site can be achieved up to the Woodlane Drive / Rufous Street intersection, without any permanent obstructions in the public domain. Also, the required 69m sight distance can be achieved towards the left-hand side of a driver exiting the site without any permanent obstructions outside the site boundary. However, the sight envelop encroaches over the southwestern corner of the site. Figure 14 shows the site plan and the required sight envelop. As can be seen, the section of the southwestern corner of the site that encroaches over the sight envelop is proposed to accommodate landscaping. Any landscaping within this section should be conditioned to be less than 1.15m in height (this is the driver's eye height as per AS 2890.1). Figure 15 shows a street view image of Rufous Street. It shows the location of a vehicle on Rufous Street 69m away from the frontage of the driveway to the subject site. As can be seen, a clear line of sight can be achieved between this vehicle on Rufous Street and a vehicle exiting the site. 7 Woodland Drive, Peregian Beach QLD 4573 Page | 21
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Location of a driver exiting
the site (2.5m set back from
the edge of Rufous Street)
Area within the site
encroached upon by the
sight triangle
Figure 13: Sight distance availability for exiting vehicles
7 Woodland Drive, Peregian Beach QLD 4573 Page | 22
Page 27
69m length along
northbound traffic
lane on Rufous Street
Site area encroached
upon by the sight triangle
Location of a driver
exiting the site (2.5m set
back from the edge of
Rufous Street)
Figure 14: Southwestern corner of the site to be kept clear of obstructions
Location of a driver exiting
the site (2.5m set back from
the edge of Rufous Street)
Figure 15: Sight distance between a vehicle on Rufous Street and a vehicle exiting the site
7 Woodland Drive, Peregian Beach QLD 4573 Page | 23
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7. Traffic Impact Assessment
The expected peak hour and daily traffic generation potential of the proposal have been
estimated using the trip rates from the Guide to Traffic Generating Developments (RMS
2002). In relation to commercial uses, the RMS Guide to Traffic Generating
Developments (2002) provides the following trip rates:
• Evening peak hour vehicle trips = 2 per 100 sqm GFA
• Daily vehicle trips = 10 per 100sqm GFA
In relation to residential dwellings, the RMS Guide to Traffic Generating Developments
(2002) provides the following trip rates:
• Peak hour vehicle trips = 0.85 per dwelling
• Daily vehicle trips = 9 per dwelling
Table 2 summarises the traffic generation calculation for the proposed development,
on the basis of the above-identified trip rates.
Table 2: Daily and peak hour traffic generation potential of the proposal
Component Proposal Peak hour trip rate Peak hour Daily trip Daily
trips rate trips
Caretaker’s 1 unit 0.85 trips 1 trip 9 trips 9 trips
dwelling
Commercial 383.07 sqm 2 trips per 100 sqm 8 trips 10 trips per 39 trips
of GFA GFA (assumed for both 100 sqm
AM and PM peaks) GFA
Total trips 9 peak 48 daily
hour trips trips
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As identified above, the proposed development has the potential to generate 9 peak- hour trips and 48 daily trips. The above-identified levels of peak-hour and daily trips are not expected to have any material impacts on the existing traffic conditions of the local road network particularly since Rufous Street is a no-through local access road. 7 Woodland Drive, Peregian Beach QLD 4573 Page | 25
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8. Conclusions
Based on this traffic impact statement, the following can be concluded:
1) The site has convenient access to Bus route 620 (Noosa Heads to
Maroochydore) with bus stops in both directions located within approx. 200m (2-
minute walk). A paved footpath is available from the subject site to the bus stops
on David Low Way. Also, David Low Way includes a formal cycleway on both
sides.
2) The proposal has a statutory parking requirement of 21 car spaces (1 caretaker
space + 20 office spaces), 4 motorcycle spaces and 8 bicycle spaces.
3) The development provides a total of 12 car spaces (1 caretaker space + 11 office
spaces including a single disability accessible space), 4 motorcycle spaces and 8
bicycle spaces.
4) The proposed car parking provisions include a shortfall of 9 car spaces for the
office component, against the Noosa Plan requirements. As such, a dispensation
is sought as a part of this application for 9 office car spaces. This is justifiable due
to the following:
a. Based on the parking inventory and occupancy survey undertaken for the
immediate locality of the subject site (250m distance, 3-minute walk) on a
typical weekday (outside school holidays) across business hours, it is
evident that there are some 114 public car parking spaces within easy
walking distance. The worst-case peak occupancy level was recorded at
10am, where only 18 car spaces were vacant. Across all time periods,
there are at least 18 vacant public car parking spaces in the locality of the
site. As such, the shortfall of 9 car spaces from the proposed
development, can be readily accommodated within the existing public
parking within the local area of the site, without exhausting the overall
availability of public parking for other uses.
b. Application of the parking rate provided for commercial uses within the
RMS Guide to Traffic Generating Developments (TfNSW, 2002) to the
proposed office component of the development leads to a requirement
7 Woodland Drive, Peregian Beach QLD 4573 Page | 26
Page 31
of 10 car spaces. The proposal provides a total of 11 car spaces for office
use – which exceeds the relevant requirement under the parking rate
provided in the RMS Guide. As such, the proposed on-site parking
provisions for the office component are considered adequate in this
instance. It is noted that the site has convenient public transport
accessibility which offers those accessing the site an alternative option to
private vehicle trips.
5) The proposed car parking design achieves compliance in relation to the relevant
design standards. The swept path results reveal generally satisfactory levels of
maneuverability for the vehicles accessing the proposed car spaces. A large
passenger vehicle can turn around at the end of the car parking aisle, using the
turnaround bay, when all other car spaces are occupied.
6) The proposed driveway location complies with the relevant requirement in AS
2890.1.
7) A driver exiting the site can achieve sufficient levels of sight distance towards
both sides of Rufous Street. Any landscaping within the section of the
southwestern corner of the site that encroaches over the sight envelop should
be conditioned to be less than 1.15m in height (this is the driver's eye height as
per AS 2890.1).
8) The proposal is expected to generate some 48 daily trips and 9 trips (both in and
out) during each AM and PM peak hour periods. These many trips are not
considered significant and are not expected to have any material impacts on the
existing local traffic operations on Rufous Street.
7 Woodland Drive, Peregian Beach QLD 4573 Page | 27
Page 32
Appendix A – Detailed Parking Survey
Results
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Page 33
()fernway Appendix B - Swept Path Assessment Results 7 Woodland Drive, Peregian Beach QLD 4573 © Page | 29
Page 34
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() fernway engineering ABN 38 475 511 899 traffic engineering and planning PO Box 75 1300 651 258 Artarmon NSW 1570 [email protected] www.fernway.net.au
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