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Traffic Report - responses 11 to 16
TRAFFIC ENGINEERING
ASSESSMENT REPORT
RESPONSE TO INFORMATION RQUEST
PROPOSED SCHOOL CAMP FACILITY
& PERMACULTURE USE
59 KABI ROAD,
COOTHARABA
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Table of Contents
1 Introduction ............................................................................................................................................... 1
1.1 Purpose of this Report ....................................................................................................................... 1
1.2 Background and Site Context ............................................................................................................ 1
2 Development Proposal .............................................................................................................................. 4
2.1 Scale of Development ........................................................................................................................ 4
2.2 Vehicle Access.................................................................................................................................... 4
2.3 Parking Facilities ................................................................................................................................ 4
2.4 Clarification on Use............................................................................................................................ 5
3 First Principles Assessment of Traffic and Car Parking .............................................................................. 6
3.1 School Camp Use ............................................................................................................................... 6
3.2 School Holiday Use ............................................................................................................................ 6
3.3 Weekend Use..................................................................................................................................... 7
3.4 Summary ............................................................................................................................................ 7
3.5 Empirical Assessment of Demand: Luther Heights............................................................................ 9
4 Parking Assessment ................................................................................................................................. 11
4.1 Council Requirements ..................................................................................................................... 11
4.2 Summary of Parking Demand from First Principles ......................................................................... 11
4.3 Suitability of Parking Provision ........................................................................................................ 11
5 Traffic Impact Assessment....................................................................................................................... 12
5.1 Existing Site Traffic Generation ....................................................................................................... 12
5.2 Anticipated Site Traffic Generation ................................................................................................. 12
5.3 Base Traffic Data .............................................................................................................................. 13
5.4 Kabi Road Carriageway: Development Impacts .............................................................................. 16
5.5 Cootharaba Road / Kabi Road Intersection: Development Impacts ............................................... 17
6 Assessment of Site Layout ....................................................................................................................... 21
6.1 Car Parking ....................................................................................................................................... 21
6.2 Gradients ......................................................................................................................................... 21
6.3 Servicing and Bus Accessibility ........................................................................................................ 21
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6.4 Vehicle Access.................................................................................................................................. 22
6.5 Refuse .............................................................................................................................................. 22
7 Response to Information Request ........................................................................................................... 23
7.1 Preamble.......................................................................................................................................... 23
7.2 Issue Items 11 - 13 ........................................................................................................................... 23
7.3 Issue Items 14 - 16 ........................................................................................................................... 25
8 Conclusions .............................................................................................................................................. 26
APPENDICES
A Proposed Development Plans
B Council Code Response Table
C Traffic Survey Data
D SIDRA Intersection Outputs
E Swept Path Assessments
Author: Beth Meehan RPEQ No: 8373
RPEQ competencies: Civil Engineering (Traffic)
Signature: Date: 22 March 2023
Postal address: PO Box 399, CARINA QLD 4152
Email: [email protected]
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1 Introduction
1.1 Purpose of this Report
This report provides details of an assessment of the car parking and transport impacts of a proposed School
/ Group Camp facility, complementing the existing Permaculture use, at 59 Kabi Road, Cootharaba. The
proposal seeks to accommodate up to 299 campers over three villages, and will be supported by up to
50 staff.
This report has been updated to respond to the Information Request issued by Noosa Council on
27 October 2022. Section 7 of this report has been prepared to directly address the traffic engineering
items raised.
In preparing this report, reference has been made to:
Noosa Council’s online mapping.
Noosa Council’s Transport Code.
Plans of the proposed development prepared by Elevation Architecture, with a copy of relevant
drawings provided at Appendix A to this report.
A feature and level survey prepared by JFP Urban Consultants detailing the length of Kabi Road and
its intersection with Cootharaba Road, Project M3016, dated 13 March 2023.
Traffic surveys undertaken by Matrix, as detailed in this report.
The Information Request issued by Noosa Council on 27 October 2022.
An inspection of the site and its surrounds.
An assessment of the proposed development against the requirements of Noosa’s Transport Code is
provided at Appendix B to this report.
1.2 Background and Site Context
The subject site is located at 59 Kabi Road, Cootharaba, and is an existing 18-hole Golf Course and
Permaculture Farm. The property gains access via a private road which connects to the end of Kabi Road,
and some 88 existing car parking bays are provided within the site.
Kabi Road is a two way roadway with some 4.7m – 5.7m of seal. Kabi Road joins Cootharaba Road at a
T-junction, and is Give Way controlled.
Cootharaba Road is a two-way, two-lane roadway in the vicinity of Kabi Road, including a 6.0m
carriageway.
The site and its surrounds are shown on Figure 1 and the intersection of Kabi Road / Cootharaba Road is
shown in greater detail in Figure 2.
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Figure 1: Subject Site and Surroundings Source: NearMap (Image date: 10 June 2021) www.bmctraffic.com.au 2 BMC22089: 59 Kabi Road, Cootharaba 22 March 2023
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Figure 2: Kabi Road / Cootharaba Road Intersection Source: NearMap (Image date: 10 June 2021) www.bmctraffic.com.au 3 BMC22089: 59 Kabi Road, Cootharaba 22 March 2023
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2 Development Proposal
2.1 Scale of Development
Planning permission is sought for the establishment of Short-Term Accommodation (School / Group Camp)
facilities, within and associated with the existing Permaculture use. The existing Golf Course will be reduced
to 9-holes and it will be retained for use associated with the Camp operations only. This facility will not be
open to the public.
A total of 299 persons are to be accommodated at the proposed Camp, over three villages. This includes:
Village 1: 100 beds.
Village 2: 139 beds.
Village 3: 60 beds.
For the School Camp operation, the mode of arrival for campers will typically be bus. To support the School
/ School Holiday Camp operations, there are forecast to be 50 staff working from the site.
Further advice has been provided in relation to the intended use of the site, as discussed in Section 2.4.
2.2 Vehicle Access
It is proposed to maintain the existing vehicle access, which is a continuation of Kabi Road. The site’s main
access turns to the north within the site, which is the main access for buses and staff.
There will be an internal road throughout the development which allows for pick-up / set-down of campers
in close proximity to each of the Villages. The loop road in front of the Villages is intended to provide one-
way, clockwise, traffic flow and signage would assist in supporting this operation.
Bus pick-up / set-down will occur within the roadway directly in front of the building for each Village. This
loading will reduce the width and operation of the roadway whilst the bus is parked and/or loading. As any
impact will be limited to the loop road for the affected Village only, this is acceptable. The design enables
buses to drive in a forward gear only, to maximise safety for campers walking through the site.
It is intended that the majority of vehicles will be limited to the area south of the “Communal Area”.
2.3 Parking Facilities
The proposal includes a total of 126 formal and informal car parking spaces within the development, with:
88 cars retained within the existing car park.
14 gravel parking spaces at Village 1.
14 gravel parking spaces at Village 2.
10 gravel parking spaces at Village 3.
Bus parking is to be accommodated on the loop road for each of the Villages.
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2.4 Clarification on Use
It has been advised that the initial assumption that the facility would primarily be utilised for school camps
within the school term does not reflect the current intention for the site operations. It is proposed that, to
maximise the site’s potential, the proposed facilities will be available as follows:
School camps: as per the initial traffic report.
Weekend groups: hired to various sporting / community groups, up to full 299 beds.
School holiday use: use of the full facility for youth camps over the school holidays, typically
accommodating week-long camps.
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3 First Principles Assessment of Traffic and Car Parking
3.1 School Camp Use
Adopting a ‘first principles’ approach to car parking, the following are noted:
The 299 campers, including support staff from the school, will arrive by bus.
The 50 camp staff, working on the site, will arrive by private vehicle.
Assuming 25% of staff car-pool, due to the site location and demographic of camp staff, it is anticipated
that there will be a demand for 38 staff cars. These staff will arrive in the morning and depart in the
evening, resulting in 76 vehicle trips per day.
Campers and associated teaching staff are expected to travel to site by bus. Adopting an occupancy of
55 persons per bus, a total of seven (7) buses are anticipated, allowing for each village to have an
independent school group, as follows:
Village 1: 100 persons: 2 buses.
Village 2: 139 persons: 3 buses.
Village 3: 60 persons: 2 buses.
On the basis of the above, the following summarises the anticipated parking demand for school camp use:
38 car parks.
7 bus parks.
3.2 School Holiday Use
During the school holidays, week-long CYC holiday camps are intended to be offered on the site. It has been
advised that similar camps currently offered at the CYC Burleigh site experience an average attendance of
50% of the total capacity. As the intent is not to limit the potential operation of the camp facility on
school holidays, traffic and car parking impacts are based on the full 299 beds being utilised.
Again similar the CYC Burleigh operations, it has been advised that bus transport will be offered for
participants. It has been advised that 60% of attendees are expected to arrive by bus.
For the purpose of this assessment, it is assumed that:
Camps operate for 5 days, Monday – Friday.
60% of attendees arrive by bus, with a capacity of 55 persons / bus.
40% arrival by car, with an average car occupancy of 1.5 attendees / car (friend and family groups).
Staggered drop off, with a maximum of 80% of cars at one time on Monday;
100% of cars for pick-up will be on-site at the one time on Friday for collection.
50 external staff will be required to facilitate camp operations (25% car pool).
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Following adoption of the above assumptions, the expectation of traffic and parking operations for school
holiday camps includes:
38 staff cars; 76 vehicle trips per day.
4 buses, drop-off Monday, pick-up Friday; 8 trips on these days.
64 parent cars parked for drop-off on a Monday (total car parking demand 102 cars at this time).
80 parent cars parked for pick-up on a Friday (total car parking demand 118 cars at this time).
160 vehicle trips generated by parent pick-up / drop-off on a Monday and Friday (in and out).
The proposed 126 formal and informal car parks can accommodate the anticipated peak car parking
demand for the school holiday camp operations.
3.3 Weekend Use
Advice has been provided based on operations at CYC Burleigh and indicates for weekend groups, typical
arrival is 3 persons per car. As such, the 299 person capacity could be expected to generate a parking
demand of 100 cars, plus staff.
It may be that weekend users will coordinate buses for their arrival and departure, which would reduce
their traffic impact. This has, however, not been included in the traffic assumptions.
These groups typically arrive on a Friday evening and depart around midday on a Sunday.
For weekend operations, it is assumed that there are less external staff required, as each group expected to
operate semi-independently. An allowance of 10 staff is included in the calculations (25% car pool).
Whilst there is no intention to limit the number of persons who can utilise the site on weekends, it has
been advised that groups currently utilising CYC Burleigh are typically around 50 persons. This would be an
average of 17 cars (3 persons per car).
The following summarises the expectations for weekend use based on the above, and assuming full
utilisation of the 299 beds:
100 cars for campers, arriving Friday, departing Sunday.
An allowance has been made for, say, 20 vehicle trips on a Saturday.
8 staff cars parked, arriving and departing each day, 16 trips per day.
Car parking demand of 108 vehicles.
3.4 Summary
Table 1 has been prepared to summarise the parking generation anticipated from adoption of the first
principles approach outlined above. Table 2 sets out a summary of the anticipated traffic generation.
In reviewing the different utilisation during the school term and school holidays, it is noted:
School term: 40 weeks per year (77%).
School holidays: 12 weeks per year (23%).
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Table 1: Summary of Parking Generation Calculation from First Principles www.bmctraffic.com.au 8 BMC22089: 59 Kabi Road, Cootharaba 22 March 2023
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Table 2: Summary of Traffic Generation Calculations from First Principles
The peak days from a traffic generation perspective are a Friday and Sunday. The Monday is also a high
traffic generator on school holidays, with parents dropping off for holiday camps.
3.5 Empirical Assessment of Demand: Luther Heights
Parking
Applicable to the operation of the school camps during the school term, BMC Traffic was involved in
providing traffic and car parking advice for a similar camp facility, at Luther Heights. As part of those works,
car parking demand surveys were undertaken of the site operations.
The recorded peak (typical) car parking demand was 0.122 spaces / bed1.
Application of this car parking rate to the proposed 299 bed facility anticipates a parking demand of
37 spaces.
1
There was a performance on the site during the surveys which parents were invited to attend. As the site operators have confirmed there will
be no performances at this site, the car parking data for this outlier event has not been included.
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Traffic
Traffic surveys coordinated by BMC Traffic at Luther Heights Youth Camp recorded the following trip
generation rates:
AM peak hour traffic generation: 0.045 trips / bed (50%in / 50% out).
PM peak hour traffic generation: 0.012 trips / bed (50%in / 50% out).
Application of these rates to the proposed 299 bed facility estimates:
AM road network peak hour: 14 trips / hour.
PM road network peak hour: 4 trips / hour.
This private vehicle trip generation is expected to be primarily associated with staff use.
The first principles assessment which assumes 38 trips for staff is therefore considered conservative, if
anything, overstating the traffic impacts.
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4 Parking Assessment
4.1 Council Requirements
Under the Noosa Planning Scheme, as the proposal is primarily for the purpose of accommodating School /
Group Camps, the land use is undefined.
As such, there is no applicable car parking provision requirement rate under the Planning Scheme and an
empirical assessment is provided.
4.2 Summary of Parking Demand from First Principles
The information contained in Section 3 of this report includes:
School term:
- Weekday Peak: 38 cars / 7 buses
- Weekend Peak: 108 cars / NIL buses.
School holidays:
- Weekday Peak: 118 cars / 4 buses.
- Weekend Peak: 108 cars / NIL buses.
4.3 Suitability of Parking Provision
The proposal includes the provision of 126 car parking spaces (88 formal / 38 informal), which meets the
anticipated needs of the development.
The use of informal parking is appropriate, noting that the Application seeks full use of the 299 beds and it
is unlikely that the site will be fully occupied at all times.
On a weekday during the school term, the anticipated parking demand of 38 cars can be readily
accommodated in formal parking bays.
Coach parking will be accommodated on the roadway directly in front of each Village. The buses will drive
forward and park on the roadway, in a nose-to-tail arrangement, first in / first out. This is fit for purpose,
noting that each of the loop roads operates independently and, as such, other users will not be affected
whilst the buses are parked for loading or unloading.
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5 Traffic Impact Assessment
5.1 Existing Site Traffic Generation
To gain an understanding of the traffic which could have been generated by the site’s approved use, an
18-hole golf course, reference has been made to trip generation rates within the Institute of Transportation
Engineers (ITEs) ‘Common Trip Generation Manual’ 10th Edition.
The recommended trip generation rate for a golf course is 0.28 trips / acre. On the basis of a 67 acre golf
course (estimated), the anticipated peak hour trip generation would be in the order of 19 trips.
As public use of this facility will cease, this traffic will no longer be generated.
5.2 Anticipated Site Traffic Generation
Introduction
The following summarises the information contained in Section 3 of this report in relation to the traffic
generation anticipated for the development.
School Term
The school term use includes school camps with all attendees arriving by bus during weekdays, two
sessions per week, with weekend use of up to 299 beds for external groups. The anticipated daily trip
generation, as per Section 3 of this report is:
Wednesday: 76 car trips / 28 bus trips (camp changeover day).
Friday: 192 car trips / 14 bus trips (7 buses arrival and departure).
Sunday: 116 car trips.
School Holiday Use
The school holiday use includes 5-day camps, with weekend use of up to 299 beds for external groups. The
anticipated daily trip generation, as per Section 3 of this report is:
Monday: 236 car trips / 8 bus trips.
Friday: 352 car trips / 8 bus trips .
Sunday: 116 car trips.
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Peak Hour Traffic Impacts
It is expected that peak hour traffic impacts will primarily be those associated with the weekend groups,
noting that this has the higher proportion of car mode share. On the basis that all persons arrive around
6pm-7pm on a Friday, and depart around midday on a Sunday, the following trips are anticipated at the
times of turning movement counts:
Wednesday (midday): 14 buses in / 14 buses out.
Friday peak hour (arrival): 100 trips / hour entering traffic.
Sunday peak hour (departure): 100 trips / hour departing traffic.
It is assumed that staff will arrive and depart outside the peak hours.
For the purpose of this assessment, the traffic volumes for the 6:00pm – 7:00pm time period have been
utilised on the Friday, with the road network peak hour traffic volumes used as the base on Sunday.
Recognising the site location, all traffic is expected to have an origin / destination to the south of the site.
5.3 Base Traffic Data
As requested by Council, the following traffic data has been collected by sub-consultant Matrix.
Two week loop detection counts:
- Locations:
Kabi Road (30m east of Cootharaba Road).
Cootharaba Road (50m south of Kabi Road).
- Date of survey: Tuesday 14 February 2023 - Monday 27 February 2023.
Peak hour turning movement counts at Cootharaba Road / Kabi Road:
- Wednesday 15 February 2023: 11:00am – 2:00pm.
- Friday 17 February 2023: 4:00pm – 7:00pm.
- Sunday 19 February 2023: 11:00am – 2:00pm.
The results of the surveys are provided at Appendix C to this report.
The surveys recorded daily two-way traffic volumes in Kabi Road are summarised in Table 3.
Table 3: Kabi Road Daily Two-Way Traffic Volumes: Vehicles Per Day (Existing)
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The traffic volume data at the intersection identified that the peak hour within the survey time period was:
11:45am – 12:45pm on Wednesday 15 February 2023.
4:15pm – 5:15pm on Friday 17 February 2023.
11:15am – 12:15pm on Sunday 19 February 2023.
The site peak hour is however expected to be later on the Friday (6:00pm – 7:00pm) and the 6:00pm –
7:00pm data has been used for this assessment. The assessed peak hour existing traffic volumes are shown
in Figure 3 – 5.
Figure 3: Wednesday 11:45am – 12:45pm
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Figure 4: Friday 6:00pm – 7:00pm Figure 5: Sunday 11:15am – 12:15pm www.bmctraffic.com.au 15 BMC22089: 59 Kabi Road, Cootharaba 22 March 2023
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5.4 Kabi Road Carriageway: Development Impacts To estimate the likely two-day traffic volume on Kabi Road with the addition of development traffic, the daily traffic volume forecast from Section 3 of this report has been added to the recorded existing two-way traffic volumes (average). The anticipated two-way traffic flow on Kabi Road following completion of the development is provided in Table 4. Table 4: Summary of Kabi Road Daily Two-Way Traffic Volume Estimates: Vehicles Per Day Assuming full occupation of the camp at all times, the peak forecast two-way traffic volume on Kabi Road is 403 vehicles per day. The forecast daily volume ranges from 73 vehicles per day, with an average 167 vehicles per day. In considering the requirements for the roadway in Kabi Road, reference has been made to the AUSTROADS document Guide to Road Design Part 3: Geometric Design which at Table 4.5 includes information on single carriageway widths on rural roads. This is reproduced at Table 5, below. Table 5: Reproduction of Table 4.5 from AUSTROADS Part 3 As can be seen from the above Table, for a forecast maximum two-way traffic flow of 403 vehicles per day, the recommended carriageway width is 6.2m. www.bmctraffic.com.au 16 BMC22089: 59 Kabi Road, Cootharaba 22 March 2023
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A feature and level survey has been completed along the length of Kabi Road which has identified the
following:
The existing sealed width of the roadway varies around 4.7m – 5.7m.
There is an existing constraint of the culvert width to the eastern end of Kabi Road, with the sealed
width some 5.6m at this location.
Canopy over the roadway has been generally identified in the survey, as requested.
It is recommended that, with the exception of the section over the culvert which may be narrower due to
constraints of the culvert, Kabi Road be upgraded to a typical 6.2m seal width in accordance with the
AUSTROADS requirement.
Alternately, it would be possible to limit the operations of the proposed facility to reasonably expect less
than 150vpd on Kabi Road for the peak-repeatable event. This could be facilitated by limiting group sizes
outside of school camp operations. This would enable the existing carriageway of Kabi Road to
accommodate the proposed site operations. It is, however, understood that this is not an option which the
proposed site operator wishes to explore at this time.
5.5 Cootharaba Road / Kabi Road Intersection: Development Impacts
Introduction
There are two ways to determine the requirements for an intersection upgrade:
1. Assessment based on Turn Warrants.
2. Assessment based on calculated intersection operation.
These are both discussed below.
Turn Warrant Assessment
Figure 6 has been prepared to reproduce the Turn Warrants assessment requirement for an intersection
where the posted traffic speed is between 70km/hr and 100km/hr. This is reproduced from AUSTROADS
Guide to Traffic Management Part 6: Intersection, Interchanges and Crossing Management at Figure 3.25.
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Figure 6: Turn Warrant Requirements for Intersection Design
41vph max.
A line has been added to Figure 6 to overlay the through traffic volume that would be applicable to the
requirement for a right turn lane, representing the maximum hourly through traffic flow. This indicates that
regardless of any addition of right turning movements, the right turning traffic volume will not require
upgrade from a Basic Right Turn treatment.
As such, from a turn warrant perspective, the addition of site traffic does not increase the intersection
design requirement. Notwithstanding, the current intersection does not include the widening as per a
typical BAR treatment and upgrade could be undertaken to bring the intersection up to current standards.
Any required upgrade works should tie into the recommended 6.2m pavement width of Kabi Road, see
Section 5.4.
As this is not a requirement of the development traffic, it is suggested that the cost of this work could be
offset against any infrastructure contribution requirement.
SIDRA Intersection Assessment
Overlaying the forecast site traffic generation on recorded traffic volumes at the Cootharaba Road /
Kabi Road intersection requirements, Figure 7 – 9 estimate the turning volumes with the addition of
development traffic in the nominated hourly periods.
The operation of the Cootharaba Road / Kabi Road intersection with these traffic volumes, adopting a basic
intersection form (no turn lanes) has been calculated utilising SIDRA Intersection. The findings of the
assessment are provided at Appendix D to this report and summarised in Table 6.
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Figure 7: Wednesday 11:45am – 12:45pm: With Development Figure 8: Friday 6:00pm – 7:00pm: With Development www.bmctraffic.com.au 19 BMC22089: 59 Kabi Road, Cootharaba 22 March 2023
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Figure 9: Sunday 11:15am – 12:15pm: With Development
Table 6: Cootharaba Road / Kabi Road Operation Assessment: SIDRA Intersection
Wednesday Peak Friday Peak Sunday Peak
Approach 95 %le
th Avg Delay 95 %le
th Avg Delay 95th%le Avg Delay
DOS DOS DOS
Queue (m) (sec) Queue (m) (sec) Queue (m) (sec)
Cootharaba Road (S) 3% 1m 2 sec 6% 2m 5 sec 2% NIL <1 sec
Kabi Road 2% 1m 7 sec <1% NIL 6 sec 7% 2m 6 sec
Cootharaba Road (N) 2% NIL <1 sec <1% NIL <1 sec 2% NIL <1 sec
DOS = Degree of Saturation, which is a percentage of volume to capacity.
In the context of a maximum of 7% capacity of the intersection being utilised on any approach, the SIDRA
assessment indicates that upgrade works are required at the intersection of Cootharaba Road / Kabi Road
from a traffic volume / capacity perspective.
Vehicle Accessibility
The ability of the Kabi Road / Cootharaba Road intersection to accommodate the swept path of site design
vehicles is discussed in Section 6.3.
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6 Assessment of Site Layout
6.1 Car Parking
The main (formal) car parking at the front of the site is existing.
The new car parking areas are informal, with the parking areas shown as 5.5m long and 2.5m wide
(minimum), which meets the requirements of the Australian Standard for Off Street Car Parking for low
turnover parking.
6.2 Gradients
Information is to be provided and reviewed by the Civil Engineer in relation to gradients on the proposed
internal roads and their suitability.
6.3 Servicing and Bus Accessibility
The subject site requires access by buses / coaches and delivery vehicles.
The accessibility of the site by the required design vehicles, specifically a 12.5m coach (as per AUSTROADS)
and 14.5m coach (as per AUSTROADS) have been considered in the design. The design has been informed
by the results of swept path assessments.
Graphical outputs of the swept path assessments, undertaken utilising the computer program AutoTRACK,
are reproduced at Appendix E to this advice. The swept path assessments, which have now been updated
on the a feature and level survey base at the Kabi Road / Cootharaba Road intersection, demonstrate:
Buses can enter and exit the site in a forward gear.
Buses can access the loop road for each Village for pick up and drop off, travelling in a clockwise
direction.
A 12.5m Heavy Rigid Vehicle (HRV) can rear load in the loading area provided adjacent to the
“Communal Area”.
For access to/from Kabi Road at Cootharaba Road, accessing to/from the south, utilising the existing
intersection form, the following are noted:
A 14.5m long coach can enter its the wheels well contained within the roadway, with a minor
encroachment over the Kabi Road centre line on entry. This is acceptable on the basis of:
- low traffic volumes,
- the likelihood that left turning vehicle out of Kabi Road will be positioned further to the
south of the centre line; and
- the entering coach can wait for the roadway to be clear prior to entering, recognising low
traffic volumes.
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A 14.5m long coach can exit from Kabi Road to Cootharaba Road, utilising the full width of
Cootharaba Road, noting that the vehicle can wait for both traffic lanes to be clear prior to exiting
Kabi Road.
A 12.5m bus / Heavy Rigid Vehicle can enter Kabi Road with its wheels fully contained within the
Kabi Road carriageway without crossing the centre line in Kabi Road.
A 12.5m bus / Heavy Rigid Vehicle can exit from Kabi Road to Cootharaba Road, utilising the full
width of Cootharaba Road, noting that the vehicle can wait for both traffic lanes to be clear prior to
exiting Kabi Road.
As such, appropriate vehicle accessibility by the site design vehicles is anticipated for the development
with the current intersection form.
Based on traffic volume projections, upgrades of the Kabi Road /Cootharaba Road intersection will be
required to achieve a 6.2m pavement width in Kabi Road and to achieve the minimum Type BAR treatment
in Cootharaba Road. The concept design for any intersection upgrade should include consideration of the
swept paths of both the 12.5m and 14.5m bus.
6.4 Vehicle Access
The proposal seeks to maintain connectivity to Kabi Road at its existing location, which is a continuation of
Kabi Road (gated), prior to a 90degree bend internally.
Swept path assessments demonstrating appropriate accessibility by the 14.5m coach (AUSTROADS 2013),
the site’s largest design vehicle, is provided at Appendix E.
6.5 Refuse
A screened wheelie-bin storage area has been provided for each Village. These bins are to be transported
by the site manager to the “Communal Area’s” loading area for collection.
Accessibility of the loading area by a 12.5m HRV has been demonstrated, with this representing the largest
service vehicle typically utilised for refuse collection.
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7 Response to Information Request
7.1 Preamble
In response to their initial review of the Development Application, Noosa Council issued an Information
Request on 27 October 2022.
Discussions were held between BMC Traffic and Noosa Council officers to clarify the requirements prior to
preparation of this response.
The traffic engineering items of the Information Request are reproduced and discussed directly below,
noting the report has generally been updated to address these items.
7.2 Issue Items 11 - 13
Council has concerns that the existing formation in Kabi Road and at the intersection with Cootharaba Road
will not be sufficient to cater for the heavy vehicles that are associated with the proposed use. Council has
concerns with the potential conflicts with other road users (residents and the other passenger vehicles in
Kabi Road and the general public at the intersection).
Swept Paths. The paths have been overlaid over aerial photos and Council has concerns that the paths are
not sufficiently accurate:
i. Cootharaba Rd / Kabi Rd intersection. The paths appear to be tight to safely turn, and widening
works may be required to ensure 14.5m coach can be safely accommodated while also ensuring
that the road edge is suitably set-back and protected from edge deterioration caused by coaches.
ii. Kabi Road appears to have a 5.0-5.5m wide sealed formation with no shoulder. Noting that this
width cannot have a white dividing line installed. Passing oncoming traffic would require vehicles
to drive with one side of the vehicle on the sealed road surface and one side off the sealed road
on the grass. This is not recommended as vehicles may lose control due to different traction
levels, especially in inclement weather.
Pavement. The existing road pavement and wearing surface is unlikely to have been constructed to cater for
the proposed vehicle traffic, specifically the heavy vehicles.
i. The increase in traffic movements, and more specifically heavy vehicles has the potential to
deteriorate the road pavement and wearing surface.
ii. Consideration should also be given to the impacts of construction traffic associated with the
construction of the earthworks, internal roads and drainage and buildings
iii. Particular attention must be given to the intersection and other turning paths due to the
potential impacts of the heavy vehicles screwing and turning their wheels
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Information Required
11. Provide a survey plan which indicates the dimensions of:
11.1. the existing formation in Kabi Road between the intersection with Cootharaba Road and the site
entrance,
11.2. the existing formation of the intersection of Kabi Road and Cootharaba Road, and
11.3. roadside and overhanging vegetation.
A feature and level survey has now been undertaken by JFP Urban Consultants, with the information to be
provided to Council as part of this response.
12. Provide additional comment and swept paths from the Traffic Consultant which:
12.1. includes swept paths based on the survey
12.2. assesses the current formation extents as determined by the survey and includes
recommendations on any necessary improvements to ensure that the concerns have been
suitably addressed
12.3. includes a risk assessment/road safety audit based on the proposed development, existing road
conditions and proposed improvements
Swept path assessments have been updated on the feature and level survey, with the swept paths
discussed in Section 6.3 of this report.
A turn warrant assessment indicates that the most basic intersection treatment, a BAR / BAL is appropriate
for the Kabi Road / Cootharaba Road intersection, see Section 5.5 of this report. The current intersection
does not meet these requirements, with no widening of the Cootharaba Road carriageway to facilitate
passing. As the development is not expected to add to left turn movements into Kabi Road, it is suggested
that upgrade works could include:
Provision of a BAR treatment on Cootharaba Road.
Upgrade of Kabi Road, along its length and including at the intersection, to 6.2m pavement width.
Of the above, it is noted that the BAR treatment is not triggered by this development and represents the
minimum intersection design requirement of AUSTROADS.
13. Provide an assessment of the existing formation of Kabi Road and the intersection of Kabi Road with
Cootharaba Road. The assessment must be based on pavement testing of the existing formation and
include recommendations on any improvement works necessary to cater for the proposed vehicle
movements
Please see Section 5.4 of this report for further detail resulting in a recommended upgrade to a 6.2m
pavement width. Alternately it would be possible to limit the use of the site such that upgrade of Kabi Road
would not be required, however the site operator does not want to explore this option at this point in time.
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BMC22089: 59 Kabi Road, Cootharaba
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7.3 Issue Items 14 - 16
The submitted traffic report suggests that the camps will not be in school holidays and will be “seasonal”.
This is contrary to previous discussions which suggested that “holiday camps” and other similar activities
will occur.
The submitted traffic report has been based on a number of assumptions rather than on site specific traffic
counts. It is well known locally that Kabi Golf Course historically had very low usage and as a result
generated low traffic movements. Similarly the assumptions regarding traffic movements on the wider
network may not be correct.
Information Required
14. Provide an amended report that is based on current site specific traffic counts. The counts must be
undertaken in 2 locations, on Kabi Road and on Cootharaba Road in the vicinity of Kabi Road (to the
south of Kabi Road). The traffic data must include but not be limited to:
14.1. data obtained over a 2 week period at each location
14.2. vehicle date/time stamped, vehicle classes recorded, and direction of travel recorded
To respond to the Information Request, traffic count data was collected by sub-contractor Matrix Traffic
and Transport. This included two week tube count data on both Kabi Road and Cootharaba Road.
This existing traffic data, and on-flowing assessment of traffic impacts, is provided in the body of this
report.
15. Provide risk assessment and comment based on the traffic count data in regard to the need for
improvements to the Kabi Road/Cootharaba Road intersection to cater for the turning traffic (eg Basic
Right Turn treatment and associated shoulder widening on Cootharaba Rd)
Assessment of the Cootharaba Road / Kabi Road intersection is now provided in the body of this report,
including both a turn warrant assessment and operational assessment.
There is no change to the requirement for the intersection layout as part of the development, noting that
upgrade would be required to achieve the minimum Basic Right-Turn (BAR) requirement.
16. Provide additional comment in the report in regard to the proposed use periods
There was a misunderstanding at the time of preparing the traffic engineering report for lodgement of the
Development Application. It is intended that the proposal will operate 52 weeks of the year, and the intent
is to not have limitations or caps placed on numbers at any time.
On this basis, the traffic engineering assessment contained within this report has been updated.
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BMC22089: 59 Kabi Road, Cootharaba
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8 Conclusions
Following the assessment and analyses presented in this report, it is concluded that:
An empirical assessment of the site’s peak car parking demand for the various uses at a full 299 bed
occupancy is summarised below:
- School Camp: 38 cars / 7 buses.
- School Holiday Camp:
102 cars / 4 buses at drop off.
118 cars / 4 buses at pick up.
- Weekend Use: 108 cars.
The proposed 126 car parks (88 formal / 38 informal) on the site is expected to accommodate
typical site demands.
The car parking is either existing, or informal, with the informal (new) parking designed in
consideration of the Australian Standards.
Appropriate on-site accessibility by 12.5m and 14.5m rigid vehicles has been demonstrated by
swept path assessments.
The traffic generation for the various use components is detailed in the body of this report.
Assuming the site’s 299 beds are fully occupied, the daily two-way traffic volume on Kabi Road,
with the addition of the development, is 73 – 403 vehicles per day. On this basis, upgrade of the
existing Kabi Road carriageway to a 6.2m wide seal width is recommended.
The traffic generated by the development at the Kabi Road / Cootharaba Road intersection does
not trigger upgrade works. It is however noted that the existing intersection does not meet the BAR
design requirements of AUSTROADS.
The intersection of Kabi Road / Cootharaba Road, at a minimum, will need to be upgrade to match
the upgraded 6.2m Kabi Road pavement width.
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BMC22089: 59 Kabi Road, Cootharaba
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Appendix A Development Plans www.bmctraffic.com.au 27 BMC22089: 59 Kabi Road, Cootharaba 22 March 2023
Page 31
vegetation
ack
8 ree setb
t
zone vegetation
7 9
8
t
6 ifican
sign es
tre
existing dam
10
pr
ot
ec
te
d
ve
ge
ta expansion of productive
tio
n permaculture area as +12.610
required
vegetation 11 vegetation existing dam
VILLAGE 1
12 vegetation
8
3
zone ck
9 +14.500
etba
g.o.p
trees nt
tree s
14 spaces
fica
+12.780
5
signi
13
pr
op
+14.800 os
ed
9 Hole Golf +16.000 ex
Course retained t
ru end
n ed
ca
19 no
e
+14.000
+19.200 8
Padmount
14
Transformer
RW
15
Communal
16
19 Area VILLAGE 2 9
+15.280
4 +16.700 seale 10
17
d ro
follow adway - fu
16
15
s exis ll
ting g extent 11
ed
18
17
rade
g
ain
rk ting
din
12
ret
loa
14
car exis
e
g.o.p 13 pe xisti
14 spaces div rmac ng pr
pa
"st
14 apl ersifie ulture oduct proposed
es" d iv
- re by a orcha e activity field at
fer ddin rds
15 Re Per g s ~RL 9.000
por ma ite
t cul
tur
roo
e fed
nursery (relocate exp
an kitc ame
existing chicken perm sion of hen nitie
coop structure) 16 acu p
ltu roduc ette s/
requ re area tive
expansion of productive ired as
1 permaculture area as
required 17
chicken
system vege
2
Fire Storage
ame sting
s
Tanks compost
ntitie
system
o
comp
productive
permaculture -
market garden
- refer Permaculture vegetation
vegetation Report for details
vegetation
ne
d zo
g.o.p significant
10 spaces tree
azar
fire h
one
bush
ffer z
vegetation tree setback
existing raised island +16.000 16 proposed
existing shrub in centre of activity field zone
to be flattened so
d bu
roadway to be removed and at ~RL 16.000
buses can drive over existing internal area to be asphalted to
roadways retained
azar
match surrounding roadway
and allow bus maneuvering
fire h
VILLAGE 3 15
bush
Existing
Maintenance
Sheds 14
13
existing maintenace
sheds retained productive
permaculture -
orchards & staples
existing orchards diversified by
adding site "staples" - refer
Permaculture Report
vegetation
bu
sh
fir
e
ha
za
rd
bu
ffe
rz
on
e
Revision Project Architect Stage Project No.
01 Consultant Co-ordination Issue 23/06/2022 CYC Noosa Campsite CG DEVELOPMENT APPROVAL 1302-01 Proposed Development Site Plan
02 Consultant Co-ordination Issue 11/07/2022 48 Kabi Road Cootharaba QLD
A-DA-01.04 04
03 Revised Site Plans 21/07/2022
Client Drawn Status Scale
04 Revised Site Plan 4/08/2022
Christian Youth Council CG/KK PRELIMINARY (NOT FOR CONSTRUCTION) 1:1000 at A1
Revision
(07) 3251 6900 [email protected] Elevation Architecture Pty Ltd ACN 606 170 807 © Copyright reserved this document is and shall remain the property of Elevation Architecture. Unauthorised use of this document in any form whatsoever is prohibited. All information to be printed in colour. Figured dimensions take precedence over scale dimensions. Contractors must verify all dimensions on site before commencing any work or making shop drawings. P:\Data 1\1302-01 CYC Noosa Campsite\5.2 Development Application\5.2.1 ArchiCAD\1302-01_Master DA 24.pln
Page 32
Appendix B
Transport Code Response Table
Strategic Transport Network Table 9.4.7.3 Criteria for assessable development (part)
Performance outcomes Acceptable Outcomes Design Response
Strategic Transport Network
PO1 AO1.1 Can Comply with Performance Outcome
Traffic generation from Where the development leads to the Please refer to the body of this report for
development is considered in a need to increase transport infrastructure detailed information relating to the
localised and a Shire wide in the Shire, the development development’s potential traffic engineering
context to ensure that— contributes to the transport network in impacts.
accordance with Council’s infrastructure
1. the transport network has network planning. Any upgrade required by Council to a BAR
the capacity to safely and Editor’s Note— Council may require the on Cootharaba Road is based on the
preparation of a Transport Impact Assessment minimum intersection requirement and is
efficiently accommodate Report.
projected movements; not triggered by development impacts.
2. development does not have AO1.2 Not Applicable
an adverse impact upon the Development provides for high trip
functioning of the road The use is not a high traffic generator.
generating land uses, such as higher
network; and density residential development and
3. development includes employment generators, to be located
measures to improve in and around activity centres and
transport options rather around major public transport hubs.
than relying on the
widening of roads.
PO2 AO2.1 Complies with Acceptable Outcome
Development respects the road Arterial and distributor roads are The development is not expected to impact
hierarchy and supports the designed so they can operate with the operation of the arterial or distributor
acceptable volumes of traffic during road network.
peak times.
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Performance outcomes Acceptable Outcomes Design Response
intended function of adjacent AO2.2 Not Applicable
and nearby roads. Collector and local streets are provided New roads are not provided as part of this
to support short trips for local traffic development.
Editor’s Note — The Noosa Shire road moving in and between
hierarchy is depicted on Regional
neighbourhoods.
Infrastructure Overlay Maps.
AO2.3 Not Applicable
Local streets are designed to New roads are not provided as part of this
discourage through traffic and traffic is development.
channelled towards collector streets to
ensure that traffic volumes on local
streets are kept low.
AO2.4 Not Applicable
A collector street is provided parallel to New roads are not provided as part of this
arterials particularly where they pass development.
through centres.
AO2.5 Not Applicable
Appropriate width of road and verge is New roads are not provided as part of this
provided to allow streets to perform development.
their designated functions in the street
network.
PO3 Complies with Performance Outcome
Development access does not No acceptable outcome provided The development access is existing, at the
compromise the functions of end of Kabi Road.
particular roads as indicated in
the road hierarchy, and does not Please refer to the body of this report,
adversely impact on the safety, specifically Section 5, for detailed
capacity and operations of the information relating to the development’s
road system. potential traffic engineering impacts.
.
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Transport Connectivity Table 9.4.7.3 Criteria for assessable development (part)
Design Response
Performance outcomes Acceptable Outcomes
Transport Connectivity
PO4 No acceptable outcome provided Alternate Solution
The transport network, including The proposal connects to the only road to
roads and pathways, has high levels which it has access.
of connectivity, both within the
development site and to the
surrounding area.
PO5 AO5.1 Complies with Acceptable Outcome
Development is designed to Development is designed and The site has been designed to
facilitate efficient, safe and arranged to: accommodate all vehicles for which
accessible bus services that 1. provide on-site or off-site public access is anticipated, including staff
connect to existing and future public transport facilities, having regard (private) vehicles and buses. Vehicle
passenger transport facilities. to the specific nature and scale of access continues to be provided at the
development, and the number of existing connection to Kabi Road.
people involved in the use;
2. provide convenient and attractive
linkages to existing and proposed
public transport facilities; and
3. maximise accessibility for all
anticipated users.
AO5.2 Complies with Acceptable Outcome
Roads catering for buses are: The site has been designed to
1. arterial, distributor, or collector accommodate bus access, with both
roads; 12.5m and 14.5m coaches.
2. roads which provide highly
accessible routes; The Kabi Road / Cootharaba Road
3. roads that provide for the intersection and the length of Kabi Road,
shortest and most direct route are capable of accommodating these size
for an efficient public transport vehicles.
service; and
4. roads that can efficiently service
adjoining development areas.
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Design Response
Performance outcomes Acceptable Outcomes
AO5.3 N/A
Roads catering for buses provide Buses servicing this site will be private
convenient connections to existing charter buses only.
and future public passenger transport
facilities.
AO5.4 N/A
Bus routes are located to maximise Buses servicing this site will be private
patron catchment and to consider charter buses only.
personal safety, lighting and traffic
management.
AO5.5 N/A
Development on bus routes does not Buses servicing this site will be private
impact on bus stop infrastructure or charter buses only.
the efficient running of bus services.
AO5.6 Complies with Acceptable Outcome
Roads catering for buses are The site has been designed to
designed and constructed in accommodate bus access, with both
accordance the relevant State 12.5m and 14.5m coaches.
government standards.
Editor’s Note — Queensland’s Department of The Kabi Road / Cootharaba Road
Transport and Main Roads, and the TransLink intersection and the length of Kabi Road,
division within the Department have design are capable of accommodating these size
standards for public transport networks and
infrastructure. vehicles.
PO6 AO6.1 N/A
Development enhances connectivity Development provides direct and Buses servicing this site will be private
between existing and future public convenient pathway linkages charter buses only.
passenger transport facilities and between existing and future public
other transport modes. passenger transport facilities. Due to the rural location, there is limited
potential for active transport travel by
staff.
AO6.2 N/A
Development provides wayfinding
information for existing public
transport facilities and interconnecting
transport modes. .
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Pedestrian and cycle infrastructure Table 9.4.7.3 Criteria for assessable development (part)
Design Response
Performance outcomes Acceptable Outcomes
Pedestrian and cycle infrastructure
PO7 Complies with Performance Outcome
Road planning and development No acceptable outcome provided Due to the rural location, there is limited
designs for pedestrian and cycle potential for active transport travel by
movements and provides for future staff.
connectivity and integration with
adjoining sites.
AO8 Not Applicable
PO8
Roads provide for on-road cycling in Due to the rural location, there is limited
Development provides for cyclists
accordance with the standards potential for active transport travel by
on roads as required for each
specified in Council’s Planning staff.
category of road as identified in the
Scheme Policy PSP6 Engineering
Noosa Road Hierarchy.
Design Standards – Roads, drainage
and earthworks.
PO9 Not Applicable
Development is designed to AO9.1
Pathway planning and design is in Due to the rural location, there is limited
encourage walking and cycling potential for active transport travel by
wherever possible over the use of accordance with pedestrian and
cycling aspects of Austroads Guides. staff.
private vehicles.
AO9.2 Alternate Solution
Attractive and safe pedestrian and Consistent with the camp experience, it is
cycle connections to and through the expected that campers will walk
site are provided with shade trees, throughout the campgrounds utilising
graded walking and cycle paths and unformed paths.
lighting.
AO9.3
Pathways are provided to cater for Alternate Solution
shared use and cater for both See above.
commuting and recreational usage.
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Design Response
Performance outcomes Acceptable Outcomes
AO9.4
Pathways have ramps at all kerbs Alternate Solution
designed for wheelchair and pram See above.
access across roads.
AO9.5 Alternate Solution
Development has convenient and See above.
prominent pedestrian entrances that:
1. are orientated towards the street; and
2. cater for universal access.
AO9.6 Alternate Solution
Pathways are adequately lit and have
See above.
navigational signs.
AO9.7 Alternate Solution
Pedestrian and cycle pathways are See above.
designed and constructed to:
1. provide a stable, smooth surface,
including across driveways, sections and
joins;
2. be easily maintained;
3. have a width and longitudinal gradient to
cater for projected usage;
4. provide clear sight-lines for safe use; and
5. be free of any obstructions such as
fences, signage and bollards
AO9.8 Not Applicable
Pedestrian routes border the frontages
of residential land, public parks and
business uses with routes through
parking lots or at the rear of lots
avoided.
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Road Design and Construction Table 9.4.7.3 Criteria for assessable development (part)
Design Response
Performance outcomes Acceptable Outcomes
Road Design and Construction
PO10 AO10 Not Applicable
Roads and pathways are planned and Road planning and design is in There are no publicly available new roads
designed to support the function of the accordance with Council’s proposed as part of this Application.
road hierarchy and ensure that— Planning Scheme Policy PSP6
Engineering Design Standards – Internal roads have been tested by 12.5m
1. design and alignment of roads,
Roads, drainage and earthworks. and 14.5m buses and are fit-for-purpose.
intersections and all associated
works—
1. convey the primary function of
each type of street;
2. provide a safe environment for all
users;
3. are adequate for the design
speed environment;
4. are adequate for predicted traffic
volumes;
5. maintains the safe and efficient
functioning of the road network
incorporating roundabouts as a
preference to T intersections;
6. are compatible with existing
infrastructure;
7. are easily maintained by Council
equipment; and
8. where appropriate, have the
ability to accommodate public
transport services;
2. road pavement surfaces—
1. are durable enough to carry
estimated wheel loads of
travelling and parked vehicles;
2. provide for the safe passage of
vehicles, pedestrians, cyclists,
and discharge of stormwater run-
off from contributing catchments
and the preservation of all-
weather access;
3. kerb and channel—
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Design Response
Performance outcomes Acceptable Outcomes
1. controls vehicle movement by
delineating the carriageway for all
users;
2. conveys road pavement run-off to
stormwater drainage in a manner
that allows the road to be
trafficable in 1%AEP local rainfall
events; and
4. verges and footpaths provide—
1. safe access for pedestrians and
cyclists clear of obstructions;
2. an access area for vehicles onto
properties;
3. a corridor allocated for services
and utilities; and
4. additional amenity for minor
roads.
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Activity Centres and Community Facilities Table 9.4.7.3 Criteria for assessable development (part)
Design Response
Performance outcomes Acceptable Outcomes
Activity Centres and Community Facilities N/A
Environmental Protection Table 9.4.7.3 Criteria for assessable development (part)
Design Response
Performance outcomes Acceptable Outcomes
Environmental Protection To be addressed by Civil / Environmental Engineer
External Works and Infrastructure Table 9.4.7.3 Criteria for assessable development (part)
Performance outcomes Acceptable Outcomes Design Response
External Works and Infrastructure
PO14 AO14 N/A
Development is provided with Where not already existing, the The surrounding infrastructure is consistent
external works— following infrastructure components with the rural zoning of land, including a
1. along the full extent of the frontage are provided at the frontage of the sealed carriageway in Kabi Road between
of the site to an appropriate site— the site access and Cootharaba Road.
standard having regard to the 1. full width sealed road;
specified function of the road; and 2. concrete kerb and channel where
2. provided beyond the site’s frontage appropriate;
if required. 3. forming and grading to footpaths;
4. vehicular kerb and footpath
crossings;
5. a constructed bikeway;
6. a constructed footpath;
7. a constructed carriageway;
8. required alterations to public
utility mains, services or
installations;
9. construction of any required
alterations to public utility mains,
services or installations;
10. stormwater drainage works; and
11. installation of electrical conduits.
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PO15 Can Comply with Performance Outcome
Any alterations or repairs to No acceptable outcome provided It is recommended that repair of any
infrastructure as a result of the damage to existing infrastructure caused
development are made at no cost to as a result of construction of this project be
Council. included as a Condition of Approval.
PO16 Complies with Performance Outcome
Road infrastructure is proven to be No acceptable outcome provided Swept path assessments have
suitable for its use prior to Council demonstrated suitability of the Kabi Road /
accepting the dedicated asset. Cootharaba Road intersection to
accommodate the site’s design vehicle.
Staged development Table 9.4.7.3 Criteria for assessable development (part)
Design Response
Performance outcomes Acceptable Outcomes
Staged development
PO17 No acceptable outcome This development will be conducted in
Staged development is planned, provided single stage.
designed and constructed to ensure
that—
1. each stage of the development can
be constructed without interruption
to services and utilities provided to
the previous stages;
2. the infrastructure provided is
capable of servicing the entire
development; and
3. the materials used are consistent
throughout the development.
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Appendix C Traffic Count Data www.bmctraffic.com.au 39 BMC22089: 59 Kabi Road, Cootharaba 22 March 2023
Page 43
Job No. : AUQLD5939
Client : BMC Traffic
Suburb : Cootharaba
Location : 1. Cootharaba Rd / Kabi Rd
Day/Date : Wed, 15th Feb 2023
Weather : Fine
Description : Classified Intersection Count
: Intersection Diagram
Cootharaba Rd
Hour Starting Vehicle Type
Total Total
Northbd Southbd
37 Selected 0 27 1 28
37% Hour & Vehicle Type 0% 96% 4% 36%
N
35 (Vol) 0 30 1 31
Peak
35% (%) 0% 97% 3% 40%
3 3 Total
9U 8 7 50% 50% Eastbd
Peak
(Vol)
(%)
Peak Hour 11:45 to 12:45
Kabi Rd
6U 0 0
0% 0%
6 0 0
0% 0%
4 3 2
100% 100%
2 3 3U 3 2 Total
43% 29% Westbd
37 35 2 0 (Vol) 33
Peak
36% 95% 5% 0% (%) 41%
39 37 2 0 29
38% 95% 5% 0% 36%
Total Total
Northbd Southbd
Cootharaba Rd
Page 44
Job No. : AUQLD5939
Client : BMC Traffic
Suburb : Cootharaba
Location : 1. Cootharaba Rd / Kabi Rd
Day/Date : Fri, 17th Feb 2023
Weather : Fine
Description : Classified Intersection Count
: Intersection Diagram
Cootharaba Rd
Hour Starting Vehicle Type
Total Total
Northbd Southbd
24 Selected 0 13 0 13
24% Hour & Vehicle Type 0% 100% 0% 21%
N
44 (Vol) 0 34 0 34
Peak
44% (%) 0% 100% 0% 55%
1 1 Total
9U 8 7 25% 25% Eastbd
Peak
(Vol)
(%)
Peak Hour 16:15 to 17:15
Kabi Rd
6U 0 0
0% 0%
6 1 0
100% 0%
4 0 1
0% 100%
2 3 3U 1 1 Total
50% 50% Westbd
44 43 1 0 (Vol) 34
Peak
43% 98% 2% 0% (%) 54%
25 24 1 0 14
25% 96% 4% 0% 22%
Total Total
Northbd Southbd
Cootharaba Rd
Page 45
Job No. : AUQLD5939
Client : BMC Traffic
Suburb : Cootharaba
Location : 1. Cootharaba Rd / Kabi Rd
Day/Date : Sun, 19th Feb 2023
Weather : Fine
Description : Classified Intersection Count
: Intersection Diagram
Cootharaba Rd
Hour Starting Vehicle Type
Total Total
Northbd Southbd
34 Selected 0 29 1 30
35% Hour & Vehicle Type 0% 97% 3% 34%
N
41 (Vol) 0 35 0 35
Peak
42% (%) 0% 100% 0% 40%
0 3 Total
9U 8 7 0% 75% Eastbd
Peak
(Vol)
(%)
Peak Hour 11:15 to 12:15
Kabi Rd
6U 0 0
0% 0%
6 0 1
0% 100%
4 1 0
100% 0%
2 3 3U 1 1 Total
50% 50% Westbd
41 41 0 0 (Vol) 36
Peak
41% 100% 0% 0% (%) 41%
35 33 2 0 29
35% 94% 6% 0% 33%
Total Total
Northbd Southbd
Cootharaba Rd
Page 46
Job No Client AUQLD5939 - Cootharaba BMC Traffic Site ATC 1 - Kabi Road (Week 1) Location Cootharaba, QLD Site No 1 Start Date 14-Feb-23 Description Volume Summary Direction _ Combined MATR Trot andl re Day of Week Hour Mon Wed Thu Fri Starting 20-Feb 15-Feb | 16-Feb | 17-Feb AM Peak 6 5 6 4 4 PM Peak 7 0:00 0 1:00 0 2:00 0 3:00 0 4:00 1 5:00 0 6:00 3 7:00 3 8:00 0 9:00 4 10:00 6 11:00 3 12:00 2 13:00 3 14:00 2 15:00 7 16:00 4 17:00 4 18:00 1 19:00 1 20:00 0 21:00 0 22:00 0 23:00 0 Total 7-19 39) ‘40 46 35 35 6-22 4 | 4 | 51 | 41 | 39 6-24 43 43 51 42 39 0-24 44 | 45 | 52 | 42 | 39 AUQLD5939 MATRIX ATC 7 Day Austroads 13 Bin MAR 2023 Cootharaba Volume Summary 22/03/2023 Select Site 1. ATC 1 - Kabi Road (Week 1) Select Direction Combined v
Page 47
Job No AUQLD5939 - Cootharaba Select Site Client BMC Traffic 1. ATC 1 ~ Kabi Road (Week 2) Site ATC 1 - Kabi Road (Week 2) Location Cootharaba, QLD Select Direction Site No 1 Start Date | 21-Feb-23 Description Volume Summary MAT R *K is Direction _ Combined Combined v offic and Transp Day of Week Hour Mon Tue Wed Thu Fri Sat Sun. Starting 27-Feb | 21-Feb | 22-Feb | 23-Feb | 24-Feb | 25-Feb | 26-Feb | W'Day | 7 Day AM Peak 14 7 7 6 4 7 2 Ave Ave PM Peak 6 0:00 0 1:00 0 2:00 0 3:00 0 4:00 2 5:00 0 6:00 1 7:00 5 8:00 7 9:00 3 10:00 5 11:00 14 2 1 3 2 6 5 6 3 0 2 2 0 0 12:00 9 13:00 5 14:00 7 15:00 7 16:00 4 17:00 1 18:00 0 19:00 0 20:00 1 21:00 0 22:00 0 23:00 0 Total 7) 55) 59 | 6 | 46 | «44 ~~ 59 52 7-19 63 48 ST 55 37 40 19 ST a5 6-22 6 | 53 | 57 | 6 | 4 | 44 | 23 57 50 6-24 68 53 57 63 45 44 23 57 50 0-24 72 | 55 | 59 | 6 | 46 | 44 | 23 59 52 AUQLD5939 MATRIX ATC 7 Day Austroads 13 Bin MAR 2023 Cootharaba Volume Summary 22/03/2023
Page 48
Job No AUQLD5939 - Cootharaba Select Site Client BMC Traffic 2. ATC 2 = Cootharaba Road (Week 1) Site ATC 2 - Cootharaba Road (Week 1) Location Cootharaba, QLD Select Direction site NO Z Combined ¥ Start Date 14-Feb-23 Description Volume Summary MAT RI Direction _ Combined nen zy Day of Week Hour Mon Tue Wed Thu Fri Sat Sun. Starting 20-Feb | 14-Feb | 15-Feb | 16-Feb | 17-Feb | 18-Feb | 19-Feb | W'Day | 7 Day AM Peak 61 74 76 74 80 72 72 Ave Ave PM Peak 75 83 81 84 74 66 61 831 789 0:00 2 0 0 1 1 1 4 1 1 1:00 0 1 0 0 0 2 0 0 0 2:00 2 0 0 0 0 2 1 0 1 3:00 2 1 2 2 0 1 2 1 1 4:00 5 6 3 2 3 0 1 4 3 5:00 14 13 15 27 13 7 4 16 13 6:00 41 55 50 50 32 18 13 46 37 7:00 55 74 65 63 68 38 35 65 57 8:00 58 64 71 74 80 42 39 69 61 9:00 61 42 55 54 70 55 56 56 56 10:00 55 48 76 63 54 53 72 59 60 11:00 53 48 57 69 55 72 71 56 61 12:00 58 52 56 45 59 60 61 54 56 13:00 43 70 62 37 61 60 53 55 55 14:00 60 68 62 66 65 44 48 64 59 15:00 75 83 81 84 74 66 47 79 73 16:00 53 68 64 62 73 45 52 64 60 17:00 68 51 61 43 54 45 47 55 53 18:00 34 22 34 51 36 30 21 35 33 19:00 13 10 24 23 25 22 16 19 19 20:00 11 11 16 17 13 13 10 14 13 21:00 6 5 8 15 8 12 7 8 9 22:00 0 8 6 7 8 7 2 6 5 23:00 3 2 0 3 3 9 4 2 3 Total 772) 802 | 868 | 858 | 855 | 704 | 606 | 831 | 789 7-19 673 690 744 711 749 610 602 713 683 6-22 744 | 771 | 842 | 816 | 827 | 675 | 648 800 760 6-24 747 781 848 826 838 691 654 808 769 0-24 772_| 302 | 868 | 858 | 85 | 704 | 666 831 789 AUQLD5939 MATRIX ATC 7 Day Austroads 13 Bin MAR 2023 Cootharaba Volume Summary 22/03/2023
Page 49
Job No AUQLD5939 - Cootharaba Select Site Client BMC Traffic 2. ATC 2 = Cootharaba Road (Week 2} Site ATC 2 - Cootharaba Road (Week 2) Location Cootharaba, QLD Select Direction site NO Z Combined ¥ Start Date | 21-Feb-23 Description Volume Summary MAT RIX Direction _ Combined nnd Day of Week Hour Mon Tue Wed Thu Fri Sat Sun. Starting 27-Feb | 21-Feb | 22-Feb | 23-Feb | 24-Feb | 25-Feb | 26-Feb | W'Day | 7 Day AM Peak 70 58 80 71 73 79 71 Ave Ave PM Peak 80 72 91 76 74 57 63 802 767 0:00 3 1 0 0 1 2 4 1 2 1:00 0 2 0 0 0 2 0 0 1 2:00 0 1 0 0 1 1 1 0 1 3:00 2 1 1 1 1 0 1 1 1 4:00 4 2 3 5 3 1 4 3 3 5:00 16 24 19 13 22 7 7 19 15 6:00 48 44 44 47 39 22 17 44 37 7:00 70 58 69 54 57 37 28 62 53 8:00 58 53 74 71 56 42 43 62 57 9:00 52 51 57 53 64 59 54 55 56 10:00 60 49 49 54 46 66 61 52 55 11:00 66 54 80 46 73 79 71 64 67 12:00 62 45 49 49 53 50 49 52 51 13:00 54 39 52 54 54 57 37 51 50 14:00 57 52 66 58 74 53 63 61 60 15:00 80 72 91 76 58 52 56 75 69 16:00 67 55 67 58 59 56 58 61 60 17:00 58 48 51 51 58 37 42 53 49 18:00 30 29 48 42 42 26 29 38 35 19:00 11 15 22 12 26 12 21 17 17 20:00 12 10 15 12 19 13 9 14 13 21:00 8 7 5 8 10 7 7 8 7 22:00 5 5 6 5 7 9 4 6 6 23:00 1 4 0 4 2 2 0 2 2 Total 824) 721 | 868 | 773 | 825 | 692 | 606 | 802 | 767 7-19 714 605 753 666 694 614 591 686 662 6-22 793 | 681 | 839 | 745 | 788 | 668 | 645 769 737 6-24 799 690 845 754 797 679 649 777 745 0-24 824 | 721 | 868 | 773 | 825 | 692 | 666 802 767 AUQLD5939 MATRIX ATC 7 Day Austroads 13 Bin MAR 2023 Cootharaba Volume Summary 22/03/2023
Page 50
Appendix D SIDRA Outputs www.bmctraffic.com.au 47 BMC22089: 59 Kabi Road, Cootharaba 22 March 2023
Page 51
MOVEMENT SUMMARY
Site: 101 [Wednesday Kabi Road, Cootharaba (Site Folder: General)]
Output produced by SIDRA INTERSECTION Version: 9.1.2.202
Wednesday Midday
Site Category: (None)
Give-Way (Two-Way)
Vehicle Movement Performance
Demand Flows Arrival Flows 95% Back Of Queue Aver.
Mov Mov Deg. Aver. Level of Prop. Eff. Aver.
Turn No. of
ID Class [ Total HV ] [ Total HV ] Satn Delay Service [ Veh. Dist ] Que Stop Rate Speed
Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Cootharaba Road
2 T1 All MCs 34 0.0 34 0.0 0.033 0.0 LOS A 0.1 1.2 0.10 0.21 0.10 57.5
3 R2 All MCs 17 100.0 17 100.0 0.033 7.0 LOS A 0.1 1.2 0.10 0.21 0.10 50.4
Approach 51 33.3 51 33.3 0.033 2.3 NA 0.1 1.2 0.10 0.21 0.10 54.9
East: Kabi Road
4 L2 All MCs 18 94.1 18 94.1 0.017 6.8 LOS A 0.1 0.8 0.12 0.53 0.12 48.9
6 R2 All MCs 1 0.0 1 0.0 0.017 5.5 LOS A 0.1 0.8 0.12 0.53 0.12 52.3
Approach 19 88.9 19 88.9 0.017 6.7 LOS A 0.1 0.8 0.12 0.53 0.12 49.1
North: Cootharaba Road
7 L2 All MCs 1 0.0 1 0.0 0.017 5.5 LOS A 0.0 0.0 0.00 0.02 0.00 57.3
8 T1 All MCs 32 0.0 32 0.0 0.017 0.0 LOS A 0.0 0.0 0.00 0.02 0.00 59.8
Approach 33 0.0 33 0.0 0.017 0.2 NA 0.0 0.0 0.00 0.02 0.00 59.7
All Vehicles 102 33.0 102 33.0 0.033 2.5 NA 0.1 1.2 0.07 0.21 0.07 55.1
www.bmctraffic.com.au 48
BMC22089: 59 Kabi Road, Cootharaba
22 March 2023
Page 52
MOVEMENT SUMMARY
Site: 101 [Friday Kabi Road, Cootharaba (Site Folder: General)]
Output produced by SIDRA INTERSECTION Version: 9.1.2.202
Friday evening
Site Category: (None)
Give-Way (Two-Way)
Vehicle Movement Performance
Demand Flows Arrival Flows 95% Back Of Queue Aver.
Mov Mov Deg. Aver. Level of Prop. Eff. Aver.
Turn No. of
ID Class [ Total HV ] [ Total HV ] Satn Delay Service [ Veh. Dist ] Que Stop Rate Speed
Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Cootharaba Road
2 T1 All MCs 25 5.0 25 5.0 0.060 0.0 LOS A 0.3 2.4 0.07 0.47 0.07 55.7
3 R2 All MCs 106 5.0 106 5.0 0.060 5.5 LOS A 0.3 2.4 0.07 0.47 0.07 53.0
Approach 132 5.0 132 5.0 0.060 4.5 NA 0.3 2.4 0.07 0.47 0.07 53.5
East: Kabi Road
4 L2 All MCs 1 5.0 1 5.0 0.001 5.6 LOS A 0.0 0.0 0.06 0.56 0.06 52.5
6 R2 All MCs 1 5.0 1 5.0 0.001 5.6 LOS A 0.0 0.0 0.06 0.56 0.06 52.2
Approach 2 5.0 2 5.0 0.001 5.6 LOS A 0.0 0.0 0.06 0.56 0.06 52.4
North: Cootharaba Road
7 L2 All MCs 1 5.0 1 5.0 0.008 5.6 LOS A 0.0 0.0 0.00 0.04 0.00 56.9
8 T1 All MCs 14 5.0 14 5.0 0.008 0.0 LOS A 0.0 0.0 0.00 0.04 0.00 59.6
Approach 15 5.0 15 5.0 0.008 0.4 NA 0.0 0.0 0.00 0.04 0.00 59.4
All Vehicles 148 5.0 148 5.0 0.060 4.1 NA 0.3 2.4 0.06 0.43 0.06 54.1
www.bmctraffic.com.au 49
BMC22089: 59 Kabi Road, Cootharaba
22 March 2023
Page 53
MOVEMENT SUMMARY
Site: 101 [Sunday Kabi Road, Cootharaba (Site Folder: General)]
Output produced by SIDRA INTERSECTION Version: 9.1.2.202
Sunday Midday
Site Category: (None)
Give-Way (Two-Way)
Vehicle Movement Performance
Demand Flows Arrival Flows 95% Back Of Queue Aver.
Mov Mov Deg. Aver. Level of Prop. Eff. Aver.
Turn No. of
ID Class [ Total HV ] [ Total HV ] Satn Delay Service [ Veh. Dist ] Que Stop Rate Speed
Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Cootharaba Road
2 T1 All MCs 43 5.0 43 5.0 0.023 0.0 LOS A 0.0 0.0 0.01 0.01 0.01 59.8
3 R2 All MCs 1 5.0 1 5.0 0.023 5.5 LOS A 0.0 0.0 0.01 0.01 0.01 56.8
Approach 44 5.0 44 5.0 0.023 0.1 NA 0.0 0.0 0.01 0.01 0.01 59.8
East: Kabi Road
4 L2 All MCs 106 5.0 106 5.0 0.069 5.7 LOS A 0.3 2.1 0.11 0.54 0.11 52.3
6 R2 All MCs 1 5.0 1 5.0 0.069 5.6 LOS A 0.3 2.1 0.11 0.54 0.11 52.1
Approach 107 5.0 107 5.0 0.069 5.7 LOS A 0.3 2.1 0.11 0.54 0.11 52.3
North: Cootharaba Road
7 L2 All MCs 1 5.0 1 5.0 0.020 5.6 LOS A 0.0 0.0 0.00 0.02 0.00 57.1
8 T1 All MCs 37 5.0 37 5.0 0.020 0.0 LOS A 0.0 0.0 0.00 0.02 0.00 59.8
Approach 38 5.0 38 5.0 0.020 0.2 NA 0.0 0.0 0.00 0.02 0.00 59.8
All Vehicles 189 5.0 189 5.0 0.069 3.3 NA 0.3 2.1 0.06 0.31 0.06 55.3
www.bmctraffic.com.au 50
BMC22089: 59 Kabi Road, Cootharaba
22 March 2023
Page 54
Appendix E Swept Path Assessments www.bmctraffic.com.au 51 BMC22089: 59 Kabi Road, Cootharaba 22 March 2023
Page 55
14.5
2.6 7.75 1.3
Long Rigid Bus (14.5 m)
Overall Length 14.500m
Overall Width 2.500m
Overall Body Height 3.102m
Min Body Ground Clearance 0.337m
Track Width 2.500m
Lock to Lock Time 6.00s
Curb to Curb Turning Radius 15.000m
Long Rigid Bus (14.5 m
)
)
Bus (14.5 m
Roadway Edge
Long Rigid
14.5m Long Rigid Bus 59 Kabi Rd, Cootharaba
AUSTROADS 2013 Vehicle Drawing No: BMC22089-ATR21 Version: 1
(07) 3398 4649
www.bmctraffic.com.au Scale 1:200 at A4 Prepared By: Beth Meehan RPEQ #8373 Date: 22/03/2023
Page 56
14.5
2.6 7.75 1.3
Long Rigid Bus (14.5 m)
Overall Length 14.500m
Overall Width 2.500m
Overall Body Height 3.102m
Min Body Ground Clearance 0.337m
Track Width 2.500m
Lock to Lock Time 6.00s
Long Rigid Bus (14
Curb to Curb Turning Radius 15.000m
.5 m )
Long Rigid Bus (14.5 m)
Roadway Edge
14.5m Long Rigid Bus 59 Kabi Rd, Cootharaba
AUSTROADS 2013 Vehicle Drawing No: BMC22089-ATR22 Version: 1
(07) 3398 4649
www.bmctraffic.com.au Scale 1:200 at A4 Prepared By: Beth Meehan RPEQ #8373 Date: 22/03/2023
Page 57
12.5
2.2 6.2 1.3
Single Unit Truck/Bus (12.5 m)
Overall Length 12.500m
Overall Width 2.500m
Overall Body Height 4.300m
Min Body Ground Clearance 0.490m
Track Width 2.500m
Lock to Lock Time 6.00s
Curb to Curb Turning Radius 12.500m
Single Unit Truck/Bus (1
2.5 m)
Roadway Edge
(12.5 m)
Truck/Bus
Single Unit
12.5m Single Unit Truck / Bus 59 Kabi Rd, Cootharaba
AUSTROADS 2013 Vehicle Drawing No: BMC22089-ATR23 Version: 1
(07) 3398 4649
www.bmctraffic.com.au Scale 1:200 at A4 Prepared By: Beth Meehan RPEQ #8373 Date: 22/03/2023
Page 58
12.5
2.2 6.2 1.3
Single Unit Truck/Bus (12.5 m)
Overall Length 12.500m
Overall Width 2.500m
Overall Body Height 4.300m
Min Body Ground Clearance 0.490m
Track Width 2.500m
Lock to Lock Time 6.00s
Curb to Curb Turning Radius 12.500m
Single Unit Truck/Bu
s (12.5 m)
Single Unit Truck/Bus (12.
Roadway Edge
) m 5 m)
us (12.5
t Truck/B
ni
Single U
12.5m Single Unit Truck / Bus 59 Kabi Rd, Cootharaba
AUSTROADS 2013 Vehicle Drawing No: BMC22089-ATR24 Version: 1
(07) 3398 4649
www.bmctraffic.com.au Scale 1:200 at A4 Prepared By: Beth Meehan RPEQ #8373 Date: 22/03/2023
Page 59
Long Rigid Bus (14.5 m)
11
Long Rigid Bus (14.5 m) 12 Long Rigid Bus (14.5 m)
14.5
12
2.6 7.75 1.3
Long Rigid Bus (14.5 m)
Overall Length 14.500m
Overall Width 2.500m
Overall Body Height 3.102m
Min Body Ground Clearance 0.337m
Track Width 2.500m
Lock to Lock Time 6.00s
Curb to Curb Turning Radius 15.000m
14.5m Coach at Site Connection to Kabi Rd CYC Noosa
AUSTROADS (2013) Drawing No: BMC22089-ATR05 Version: 1
(07) 3398 4649 Scale 1:400 at A4 Prepared By: Beth Meehan RPEQ #8373 Date: 8/08/2022
www.bmctraffic.com.au
Page 60
)
ck/Bus (12.5 m
Single Unit Tru
)
ck/Bus (12.5 m
Single Unit Tru
12.5
2.2 6.2 1.3
Single Unit Truck/Bus (12.5 m)
Overall Length 12.500m
Overall Width 2.500m
Overall Body Height 4.300m
Min Body Ground Clearance
Track Width
Lock to Lock Time
Curb to Curb Turning Radius
0.490m
2.500m
6.00s
12.500m
1
Single Unit Truck/Bus (12.5 m)
Single Unit Truck/Bus (12.5 m)2
2
12.5m Coach / Truck CYC Noosa
AUSTROADS (2013) Vehicle Drawing No: BMC22089-ATR06 Version: 1
(07) 3398 4649
www.bmctraffic.com.au
Scale 1:400 at A4 Prepared By: Beth Meehan RPEQ #8373 Date: 8/08/2022
Page 61
(14.5 m)
us
Long Rigid B
(14.5 m)
Long Rigid Bus
3
14.5
2.6 7.75 1.3
Long Rigid Bus (14.5 m)
Overall Length 14.500m
Overall Width 2.500m
Overall Body Height 3.102m
Min Body Ground Clearance 0.337m
Track Width 2.500m
Lock to Lock Time 6.00s
Curb to Curb Turning Radius 15.000m
Long Rigid Bus (14.5 m)
Long Rigid Bus (14.5 m)
4
14.5m Rigid Bus (Coach) CYC Noosa
AUSTROADS (2013) Vehicle Drawing No: BMC22089-ATR07 Version: 1
(07) 3398 4649
www.bmctraffic.com.au
Scale 1:400 at A4 Prepared By: Beth Meehan RPEQ #8373 Date: 8/08/2022
Page 62
11
6
Single
Unit Tr
uck/Bus
5 m) (12.
6
12
12.5
Single Unit Truck/Bus (
zone ck
9 +14.500
12.5 m)
2.2 6.2 1.3
etba
Single Unit Truck/Bus (12.5 m)
Overall Length 12.500m
Overall Width 2.500m
Overall Body Height 4.300m
Min Body Ground Clearance 0.490m
Track Width 2.500m
g.o.p
Lock to Lock Time 6.00s
Curb to Curb Turning Radius 12.500m
trees nt
6
tree s
14 spaces
fica
Single Unit Truck/Bus (12.5 m)
signi
13
SiSinnglgleeUniUnit tTrTruuck/ck/Bus
Bus (1(12.2.55m)m)
5
+14.800
6
19
+19.200
14
Single Unit
Tr
15
uck/Bus (12.
5 m)
Communal 6
m) 5
Bus (12.
19 Area
t Truck/
ni
Single U
+16.700 seale
d roa
16
dway
15
12.5m Coach / Truck at Village 1 CYC Noosa
AUSTROADS (2013) Vehicle Drawing No: BMC22089-ATR08 Version: 1
(07) 3398 4649
www.bmctraffic.com.au
Scale 1:800 at A4 Prepared By: Beth Meehan RPEQ #8373 Date: 8/08/2022
Page 63
12
.7
+14.000 80
(07) 3398 4649
www.bmctraffic.com.au
12.5
RW
2.2 6.2 1.3
Single Unit Truck/Bus (12.5 m)
Overall Length
Overall Width
12.500m
2.500m
VILLAGE 2
Overall Body Height 4.300m
Min Body Ground Clearance 0.490m
Track Width 2.500m
Lock to Lock Time
Curb to Curb Turning Radius
6.00s
12.500m
7 +15.280
Single Unit
Truck/Bus (
12.5 m)
Single U
nit Truck
/
18
Bus (12.
5 m)
Single U
nit Truck
/Bus (12.
Single Unit
Truck/Bus ( 5 m)
12. 5 m)
g.o.p
14 spaces 7
Single Unit Tr
uck/Bus (12.
5 m)
8 Single Unit Tru
Single Unit Tr ck/Bus (12.5 m)
nursery 7uck/Bus (12.5 m)
(relocate
existing chicken
coop structure)
AUSTROADS (2013) Vehicle
8
17
hicken
system
g
12.5m Coach / Truck at Village 2 & 3
ostin
8
comp
Scale 1:800 at A4
vegetation
8
g.o.p
10 spaces
8Single Unit Truck/Bus (12.
5 m)
Single Unit Truck/Bus (12.5 m)
CYC Noosa
Drawing No: BMC22089-ATR09
+16.000
Version:
1
VILLAGE 3
Prepared By: Beth Meehan RPEQ #8373 Date: 8/08/2022
Page 64
e
13 pe xist
div rmac ing pr
"st
14 apl ersifie ulture oduc proposed
es" d tiv
- re by a orcha e activity field at
fe dd rd
Re r Per ing s s ~RL 9.000
por ma ite
t cul roo
tur
e f ed
exp
an kitc amen
perm sion o hen itie
acu f prod ette s/
ltu u
requ re area ctive
i re d
12.5
as
2.2 6.2 1.3
Single Unit Truck/Bus (12.5 m)
Overall Length 12.500m
Overall Width 2.500m
Overall Body Height 4.300m
Min Body Ground Clearance 0.490m
9
Track Width
Lock to Lock Time
Curb to Curb Turning Radius
2.500m
6.00s
12.500m vegetation
Single Unit Truck/
Single Unit Tru Bus (12.5 m)
ck/Bus (12.5 m)
9
9
ne
d zo
significant
tree
azar
i re h
f
bush
proposed
tree setback
activity field zone
12.5m Coach / Truck at Turn Around CYC Noosa
AUSTROADS (2013) Vehicle Drawing No: BMC22089-ATR10 Version: 1
(07) 3398 4649
www.bmctraffic.com.au
Scale 1:800 at A4 Prepared By: Beth Meehan RPEQ #8373 Date: 8/08/2022
Page 65
(07) 3398 4649
www.bmctraffic.com.au
19
Single Unit Truck/Bus (12.5 m)
loading
10
.5
12
0m
.50
12 500mm
1.3 2. 300 m
4. 490 m
0. 500
6.2
m) 2. 00s 0m
.5 6. .50
12
Single Unit Truck/Bus (12.5 m)
12
(12.5 m)
s(
k /Bu
2.2 ruc
it T h nce
Un ngt ht ara
ingleall Le idth Heigd Cle s
S ver ll W ody un
ra ro diu
O ve ll B G Ra
Single Unit Truck/Bus
O vera ody th Timening
B
O in W ock Tuid r
M rack to L urb
T ck to C
Lo urb
C
AUSTROADS (2013) Vehicle
Single Unit Truck/Bus (12.5 m)
carpark retained
12.5m Coach / Truck at Turn Around
Scale 1:400 at A4
CYC Noosa
11
e
r ag
Drawing No: BMC22089-ATR11
Sto
e s
Fir Tank
Version:
1
Single Unit Truck/Bus (12.5 m)
Prepared By: Beth Meehan RPEQ #8373 Date: 8/08/2022
Page 66
12
11
Long R
igid Bus
(14.5 m
)
14.5 12
12
Long Rigid Bus (14.5
zone ck
2.6 7.75 1.3
9 Long Rigid Bus (14.5 m)
Overall Length
Overall Width
14.500m
2.500m
m)
etba
Overall Body Height 3.102m
Min Body Ground Clearance 0.337m
Track Width
Lock to Lock Time
Curb to Curb Turning Radius
2.500m
6.00s
15.000m
12
g.o.p
trees nt
tree s
14 spaces
fica
Long Rigid Bus (14.5 m)
signi
13
12
12
+14.800
12
12
19
12
+19.200
Padmount
14
12
Transformer
12
Long R
igid Bu
s (14.5
m)
Communal
19 Area
+16.700 seale
5 m)
d roa
Bus (14.
16
dway
15
gid
Long Ri
17
14.5m Coach at Village 1 CYC Noosa
AUSTROADS (2013) Vehicle Drawing No: BMC22089-ATR12 Version: 1
(07) 3398 4649
www.bmctraffic.com.au
Scale 1:800 at A4 Prepared By: Beth Meehan RPEQ #8373 Date: 8/08/2022
Page 67
(07) 3398 4649
12
.7
www.bmctraffic.com.au
+14.000 80
RW
VILLAGE 2
+15.280
18
13
13
g.o.p
14 spaces
14.5
14.5
2.6 7.75 1.3
Long Rigid Bus (14.5 m)
Long Rigid Bus
Overall Length 14.500m
(14.5 m)
Overall Width 2.500m
Overall Body Height 3.102m Long Rigid Bus
Min Body Ground Clearance 0.337m (14.5 m) 2.6 7.75 1.3
Track Width 2.500m
Lock to Lock Time 6.00s
Curb to Curb Turning Radius 15.000m
Long Rigid Bus (14.5 m)
Overall Length 14.500m
Overall Width 2.500m
Long Rigid Bus (14.
nursery Overall Body Height
5 m) 3.102m
Min Body Ground Clearance 0.337m
Track Width 2.500m
Lock to Lock Time 6.00s14
(relocate Curb to Curb Turning Radius 15.000m
existing chicken 13
coop structure) 14
AUSTROADS (2013) Vehicle
14.5m Coach at Village 2 & 3
17
hicken
g
ostin
Scale 1:800 at A4
comp
14
14
vegetation
g.o.p
10 spaces
CYC Noosa
Long Rigid Bus
(14.5 m)
14 Long Rigid Bus (14.5 m)
Drawing No: BMC22089-ATR13
+16.000
Version:
1
VILLAGE 3
Prepared By: Beth Meehan RPEQ #8373 Date: 8/08/2022
Page 68
d
14 "st ivers
apl
es" ified b proposed
- re y a activity field at
fe dd
15 Re r Per ing s ~RL 9.000
por ma ite
t cul roo
tur
e fe d
exp
an kitc amen
perm sion o hen itie
acu f prod
ltu u ette s/
requ re area ctive
ired as
15
vegetation
Long Rigid Bus
(14.5 m)
Long Rigid Bus
(14.5 m)
15
15
14.5
2.6 7.75 1.3
Long Rigid Bus (14.5 m)
Overall Length 14.500m
Overall Width 2.500m
ne
Overall Body Height 3.102m
Min Body Ground Clearance 0.337m
Track Width 2.500m
Lock to Lock Time 6.00s
Curb to Curb Turning Radius 15.000m
d zo
significant
tree
a za r
fire h
bush
proposed
tree setback
activity field zone
at ~RL 16.000
14.5m Coach at Turn Around CYC Noosa
AUSTROADS (2013) Vehicle Drawing No: BMC22089-ATR14 Version: 1
(07) 3398 4649
www.bmctraffic.com.au
Scale 1:800 at A4 Prepared By: Beth Meehan RPEQ #8373 Date: 8/08/2022