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Att5 - Traffic Impact Report
TRAFFIC ENGINEERING
ASSESSMENT REPORT
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
3 Parking Assessment ................................................................................................................................... 5
3.1 Council Requirements ....................................................................................................................... 5
3.2 Empirical Assessment of Parking Demand: First Principles ............................................................... 5
3.3 Empirical Assessment of Parking Demand: Luther Heights............................................................... 5
3.4 Suitability of Parking Provision .......................................................................................................... 6
4 Traffic Impact Assessment......................................................................................................................... 7
4.1 Existing Site Traffic Generation ......................................................................................................... 7
4.2 Anticipated Site Traffic Generation ................................................................................................... 7
4.3 Development Impacts ....................................................................................................................... 8
5 Assessment of Site Layout ......................................................................................................................... 9
5.1 Car Parking ......................................................................................................................................... 9
5.2 Gradients ........................................................................................................................................... 9
5.3 Servicing and Bus Accessibility .......................................................................................................... 9
5.4 Vehicle Access.................................................................................................................................... 9
5.5 Refuse .............................................................................................................................................. 10
6 Conclusions .............................................................................................................................................. 11
APPENDICES
A Proposed Development Plans
B Code Response Tables
C Swept Paths
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Author: Beth Meehan RPEQ No: 8373 RPEQ competencies: Civil Engineering (Traffic) Signature: Date: 8 August 2022 Postal address: PO Box 399, CARINA QLD 4152 Email: [email protected] www.bmctraffic.com.au TOC 2 BMC22089: 59 Kabi Road, Cootharaba 8 August 2022
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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
Camp facility, complementing the existing Permaculture use, at 59 Kabi Road, Cootharaba. The proposal
seeks to accommodate up to 300 campers over three villages, and will be supported by up to 50 staff.
In preparing this report, reference has been made to:
Noosa Shire Council’s online mapping.
Noosa Shire 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.
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 5.0m – 5.5m 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 8 August 2022
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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 8 August 2022
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2 Development Proposal
2.1 Scale of Development
Planning permission is sought for the establishment of Short‐Term Accommodation (School 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 300 persons are to be accommodated at the proposed Camp, over three villages. This includes:
Village 1: 100 beds.
Village 2: 140 beds.
Village 3: 60 beds.
As this is primarily a School Camp operation, the mode of arrival for campers will typically be bus.
To support the Camp operations, there are forecast to be 50 staff working from the site.
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 throughout 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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3 Parking Assessment
3.1 Council Requirements
Under the Noosa Planning Scheme, as the proposal is primarily for the purpose of accommodating School
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.
3.2 Empirical Assessment of Parking Demand: First Principles
Adopting a ‘first principles’ approach to car parking, the following are noted:
The 300 campers and support staff from their 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.
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, as follows:
Village 1: 100 persons: 2 buses.
Village 2: 140 persons: 3 buses.
Village 3: 60 persons: 2 buses.
The following summarises the anticipated parking demand:
38 car parks.
7 bus parks.
3.3 Empirical Assessment of Parking Demand: Luther Heights
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 300 bed facility anticipates a parking demand of
37 spaces. This is comparable to the first principles assumptions approach, outlined above.
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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3.4 Suitability of Parking Provision The proposal includes the provision of 126 car parking spaces (88 formal / 38 informal), which readily meets the anticipated needs of the development. 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. www.bmctraffic.com.au 6 BMC22089: 59 Kabi Road, Cootharaba 8 August 2022
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4 Traffic Impact Assessment
4.1 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.
4.2 Anticipated Site Traffic Generation
Private Vehicle: Passenger Car
Traffic surveys coordinated by BMC Traffic at Luther Heights Youth Camp, a similar facility to that proposed,
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 300 bed facility estimates:
AM road network peak hour: 14 trips / hour.
PM road network peak hour: 4 trips / hour.
The private vehicle trip generation will be associated with staff use. The empirical car parking demand
assessment anticipates a demand for 37 vehicles, which is considered reasonable on the basis of car
sharing.
It is assumed that these will arrive and depart each day, as such, 74 vehicles per day are forecast.
Buses
It is expected that campers and school staff will arrive by bus, outside of road network peak periods. As per
the parking assessment (see Section 3), adopting a capacity of 55 persons per bus anticipates a total of
7 buses to transport the persons associated with 300 beds.
For peak season, assuming two camp groups, per village, per week, results in an anticipated:
28 buses / week.
56 bus movements / week.
This is based on arrivals on Monday and Wednesday, and departures on Wednesday and Friday.
Furthermore, it is assumed each bus is individually booked, and not back‐loaded.
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4.3 Development Impacts
As the proposal replaces a facility where users primarily arrive by private car, with a use where users
primarily arrive by bus, an anticipated reduction in peak hour traffic volumes is anticipated.
The following traffic generation is anticipated as part of this development:
Up to 74 passenger vehicle movements per day (staff).
On days where the is a changeover of camps, up to 28 bus movements per day (14 buses).
It is important to note in terms of the anticipated site generation that:
School camps do not operate on school holidays, and operate a maximum of 40 weeks per year.
School camps are seasonal, and it is not expected that the camp will be fully occupied with 2 camps
per Village on all weeks.
Whilst there are 300 beds at full capacity for all three Villages, it is likely that a proportion of camps
will have less than full capacity in the Villages.
As such, the above outlines the maximum traffic which could be generated and the ‘peak repeatable’ traffic
generation is expected to be lower.
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5 Assessment of Site Layout
5.1 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.
5.2 Gradients
Information is to be provided and reviewed by the Civil Engineer in relation to gradients on the proposed
internal roads.
5.3 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 C to this advice. The swept path assessments 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.
Buses can access Kabi Road to/from Cootharaba Road, utilising the existing intersection form.
A 12.5m Heavy Rigid Vehicle (HRV) can rear load in the loading area provided adjacent to the
“Communal Area”.
As such, appropriate vehicle accessibility by the site design vehicles is anticipated for the development.
5.4 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 C.
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5.5 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. www.bmctraffic.com.au 10 BMC22089: 59 Kabi Road, Cootharaba 8 August 2022
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6 Conclusions
Following the assessment and analyses presented in this report, it is concluded that:
An empirical assessment of the site’s car parking demand, based on a similar operation, is that
38 cars are required.
The proposed 126 car parks (88 formal, 38 informal) on the site is readily capable of
accommodating the anticipated demand.
The site is anticipated to generate some 14 vehicle movements in the road network PM peak hour,
which is less than that likely to have been generated by the former golf course use (19 trips).
The key likely traffic impact of the development is associated by the increase in heavy vehicle (bus)
movements. Assuming there are two camps per Village per week at full capacity, there could be
56 bus movements per week (maximum 28 bus movements per day).
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.
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Appendix A Development Plans www.bmctraffic.com.au 12 BMC22089: 59 Kabi Road, Cootharaba 8 August 2022
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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 17
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 Complies with Performance Outcome
Traffic generation from Where the development leads to the The site replaces a golf course use, and the
development is considered in a need to increase transport infrastructure overall traffic generation is anticipated to
localised and a Shire wide in the Shire, the development decrease.
context to ensure that— contributes to the transport network in
accordance with Council’s infrastructure There is an anticipated increase in the
1. the transport network has network planning. number of Heavy Vehicles, with buses
the capacity to safely and Editor’s Note— Council may require the transporting campers to/from the facility.
preparation of a Transport Impact Assessment
efficiently accommodate Report.
projected movements;
2. development does not have AO1.2 Not Applicable
an adverse impact upon the Development provides for high trip
The use is not a high traffic generator.
functioning of the road 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. Due to the low
particular roads as indicated in anticipated vehicle trip generation of the
the road hierarchy, and does not development (due to bus use for campers),
adversely impact on the safety, which replaces an Approved public golf
capacity and operations of the course, the existing intersection of
road system. Kabi Road / Cootharaba Road is expected
to successfully manage development traffic.
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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 existing Kabi Road /
3. roads that provide for the Cootharaba Road, in addition to the length
shortest and most direct route of Kabi Road connecting to the site, are
for an efficient public transport both capable of accommodating these
service; and size vehicles.
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 existing Kabi Road /
Transport and Main Roads, and the TransLink Cootharaba Road, in addition to the length
division within the Department have design of Kabi Road connecting to the site, are
standards for public transport networks and
infrastructure. both capable of accommodating these
size 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.
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Design Response
Performance outcomes Acceptable Outcomes
AO6.2 N/A
Development provides wayfinding
information for existing public
transport facilities and interconnecting
transport modes.
Editor’s Note— Council has design
standards that apply to wayfinding signage.
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.
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Design Response
Performance outcomes Acceptable Outcomes
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.
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
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Design Response
Performance outcomes Acceptable Outcomes
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.
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—
www.bmctraffic.com.au 20
BMC22089: 59 Kabi Road, Cootharaba
8 August 2022
Page 24
Design Response
Performance outcomes Acceptable Outcomes
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—
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.
www.bmctraffic.com.au 21
BMC22089: 59 Kabi Road, Cootharaba
8 August 2022
Page 25
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.
www.bmctraffic.com.au 22
BMC22089: 59 Kabi Road, Cootharaba
8 August 2022
Page 26
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.
www.bmctraffic.com.au 23
BMC22089: 59 Kabi Road, Cootharaba
8 August 2022
Page 27
Appendix C Swept Path Assessments www.bmctraffic.com.au 24 BMC22089: 59 Kabi Road, Cootharaba 8 August 2022
Page 28
Bus (12.5 m)
Single Unit Truck/
Single Unit Truck/Bus (12.5 m)Single Unit Truck/Bus (12.5 m)
12.5
/Bus (12.5 m)
2.2 6.2 1.3
Single Unit Truck/Bus (12.5 m)
Single Unit Truck
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
12.5m Coach / Truck at Cootharaba Rd / Kabi Rd CYC Noosa
AUSTROADS (2013) Drawing No: BMC22089-ATR01 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 29
(12.5 m) us
Single Unit Truck/B
6
SinglSienUnigletUniTrutck/TruBck/usB(12.us 5(1m)2.5 m) Single Unit Truck/Bus (12.5 m) Single Unit Truck/Bus (12.5 m)
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
12.5m Coach / Truck at Cootharaba Rd / Kabi Rd CYC Noosa
AUSTROADS (2013) Drawing No: BMC22089-ATR02 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 30
4.5 m)
Long Rigid Bus (1
7 8 Long Rigid Bus (14.5 m) Long Rigid Bus (14.5 m)
14.5
2.6 7.75 1.3
Long Rigid Bus (14.5 m)
Overall Length 14.500m
(14.5 m)
Overall Width 2.500m
Overall Body Height 3.102m
Min Body Ground Clearance 0.337m
Long Rigid Bus
Track Width 2.500m
Lock to Lock Time 6.00s
Curb to Curb Turning Radius 15.000m
14.5m Coach at Cootharaba Rd / Kabi Rd CYC Noosa
AUSTROADS (2013) Drawing No: BMC22089-ATR03 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 31
10
LongLongRiRigigdidBusBus(14.(14.55m)m) Long Rigid Bus (14.
(14.5 m)
9 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
14.5m Coach at Cootharaba Rd / Kabi Rd CYC Noosa
AUSTROADS (2013) Drawing No: BMC22089-ATR04 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 32
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 33
)
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 34
(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 35
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 36
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 37
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 38
(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 39
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 40
(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 41
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