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Rfi - Attachment B - Traffic Report
Traffic Engineering Report Proposed Residential Development At 101-105 Eumundi Noosa Road, Noosaville On behalf of Altum Property Group
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About TTM
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Australian development and infrastructure industry.
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Revision Record
No. Author Reviewed/Approved Description Date
1. A. Stamatiou Draft RFI Report 02/02/21
2. A. Stamatiou D. Grummitt Draft RFI Report 08/02/21
3. A. Stamatiou Draft RFI Report 09/02/21
4. A. Stamatiou D. Grummitt RFI Report 10/02/21
5. A. Stamatiou D. Grummitt Updated RFI Report 11/02/21
© 2021 - TTM Consulting Pty Ltd ABN 65 010 868 621
Level 8, 369 Ann Street, Brisbane. PO Box 12015 George Street Brisbane 4003
Page 3
Contents
1 Introduction ..........................................................................................................................................4
1.1 Background .................................................................................................................................. 4
1.2 Scope ............................................................................................................................................ 4
1.3 Information Request Summary .................................................................................................... 5
1.4 Site Location ................................................................................................................................. 5
1.5 Development Profile .................................................................................................................... 7
1.6 Access ........................................................................................................................................... 8
1.7 Parking.......................................................................................................................................... 8
1.8 Service Vehicles ............................................................................................................................ 8
1.9 Pedestrians ................................................................................................................................... 8
2 Existing Transport Infrastructure ............................................................................................................9
2.1 The Road Network ........................................................................................................................ 9
2.2 Road Planning............................................................................................................................... 9
2.3 Public Transport and Pedestrian Facilities .................................................................................... 9
3 Site Access Arrangements .................................................................................................................... 10
3.1 Proposed Access Arrangements .................................................................................................10
3.2 Left-In / Left-Out Access Provision .............................................................................................11
4 Car Parking Arrangements ................................................................................................................... 12
4.1 Council Parking Supply Requirement .........................................................................................12
4.2 Car Park Layout ..........................................................................................................................12
5 Service Vehicle Arrangements .............................................................................................................. 14
5.1 Council Requirements ................................................................................................................14
5.2 Proposed Service Vehicle Arrangements and Their Adequacy ...................................................14
6 Traffic Impact Assessment ................................................................................................................... 15
6.1 Estimated Development Traffic Generation and Distribution ....................................................15
6.2 Potential Traffic Impacts ............................................................................................................15
7 Active Transport .................................................................................................................................. 16
7.1 Public Transport .........................................................................................................................16
7.2 Pedestrians .................................................................................................................................16
7.2.1 Proposed Pedestrian Access ...........................................................................................16
Site: 101-105 Eumundi Noosa Road, Noosaville 2
Reference: 20BRT0474
Page 4
7.2.2 Pedestrian Crossing ........................................................................................................16
7.3 Cyclist Requirements ..................................................................................................................16
8 Summary and Conclusions ................................................................................................................... 17
8.1 Vehicular Site Access ..................................................................................................................17
8.2 Car Parking Arrangements..........................................................................................................17
8.3 Impact on Surrounding Road Network .......................................................................................17
8.4 Service Vehicle Arrangements ....................................................................................................17
8.5 Active Transport Facilities ..........................................................................................................17
8.6 Conclusion ..................................................................................................................................17
Appendix A Proposed Site Plan................................................................................................................. 18
Appendix B Service Vehicle Swept Paths .................................................................................................. 19
Table Index
Table 1.1: Information Request Summary ......................................................................................................... 5
Table 2.1: Local Road Hierarchy ......................................................................................................................... 9
Table 3.1: Noosa Eumundi Road Access Requirements, Proposed Provisions and Compliance ...................... 10
Table 4.1: Parking Supply Requirement ........................................................................................................... 12
Table 4.2: Parking Design Requirements ......................................................................................................... 12
Figure Index
Figure 1.1: Site location ..................................................................................................................................... 6
Figure 1.2: Site area ........................................................................................................................................... 7
Site: 101-105 Eumundi Noosa Road, Noosaville 3
Reference: 20BRT0474
Page 5
1 Introduction
1.1 Background
TTM Consulting has been engaged by Altum Property Group to prepare a traffic engineering report
investigating a proposed residential development. It is understood that a Development Application has been
lodged with Noosa Shire Council.
This report incorporates a response to items 3 & 4 of the Noosa Shire Council information request dated 12
January 2021 (application reference MCU20/0150). Section 1.3 of this report provides a summary of the
traffic engineering issues raised by Council and the respective sections of this report that address these
issues.
1.2 Scope
This report investigates the transport aspects associated with the proposed development. The scope of the
transport aspects investigated includes:
• Parking supply required to cater for development demand
• Parking layout to provide efficient and safe internal manoeuvring
• Identification of likely traffic volumes and traffic distribution from the future development and the likely
traffic impact of development on the public road network
• Access configuration to provide efficient and safe manoeuvring between the site and the public road
network
• Internal road layout to provide efficient and safe internal manoeuvring for service vehicles
• Suitability of access and internal facilities to provide for pedestrian and cyclist operation
• Access to suitable level of public transport
To assess the proposed transport arrangements, the development plans have been assessed against the
following guidelines and planning documents:
• Noosa Shire Council Planning Scheme, specifically:
- Driveways and Parking Code
- Transport Code
- PSP 9 Waste Management
• Australian Standard 2890
Site: 101-105 Eumundi Noosa Road, Noosaville 4
Reference: 20BRT0474
Page 6
1.3 Information Request Summary
Table 1.1 provides a summary of the information request items raised and the response location within the
report.
Table 1.1: Information Request Summary
Item / Issue Location
Issue
The planning report submitted with the application advises that a traffic report would be presented
to Council once finalised. At the time of writing this information request the traffic report has not
been received. It is noted that the access is proposed onto a busy important road in the network,
near a zebra crossing and a crest in the road, without provision for turning / passing lanes. Council’s
preliminary investigation suggests that the access should be restricted to left turns only, and that the
existing refuge island at the zebra crossing should be extended north along Eumundi Noosa Road to
north of the access so as to satisfactorily restrict traffic movements to left turns only.
Information Required
3. A Traffic Report which includes the following at a minimum:
i. Assessment of the capacity, operation and safety (including sight lines and interaction with the Section 3
zebra crossing) of the proposed site access to the end of the ten year design horizon (if left in / left
out is proposed to no capacity assessment is required) ii. A review of parking bays, manoeuvring
areas, queuing areas, loading, set down, pickup areas and driveways confirming that they are
designed in accordance with the Australian Standards for Parking Facilities.
iii. A review of the capacity for waste collection vehicles to collect waste from the site in Section 3 & Appendix B
compliance with Planning Scheme Policy PSP9 – Waste Management
iv. Review of the carport and carpark spaces compliance with AS/NZS 2890.1-2004, in particular Section 4.3 & Appendix B
door opening requirements and column sizes (with columns located clear of parking space
requirements).
v. Review of the proposed pedestrian path along the centre of the parking aisle. Section 7 & Appendix A
vi. Provision of disabled parking at the rate specified in the BCA. Section 4.3
Further RFI items may be issued following provision of the Traffic Report
Issue
The submitted plan does not include sufficient detail to demonstrate that the garages, garage doors
and aisle width comply with the Australian Standard.
Information Required
4. Provide sufficient detail to demonstrate that the garages, garage door widths and the aisle widths Section 4.3 & Appendix A
are in accordance with section 5.4 of AS/NZS2890.1:200
1.4 Site Location
The site is located at 101-105 Eumundi Noosa Road, Noosaville, as shown in Figure 1.1 and Figure 1.2. The
property description is Lot 1 on RP230931. The site has road frontage to Eumundi Noosa Road, and is
currently occupied by an existing building. Access to the site currently via a three driveway crossovers.
Site: 101-105 Eumundi Noosa Road, Noosaville 5
Reference: 20BRT0474
Page 7
Approximate
Site Location
Figure 1.1: Site location
Site: 101-105 Eumundi Noosa Road, Noosaville 6
Reference: 20BRT0474
Page 8
Site Figure 1.2: Site area 1.5 Development Profile The proposed development is a multiple residential dwelling consisting of 34 units/ townhouse as follows: • Type 01 - 5 x 85m2 • Type 02 - 1 x 105m2 • Type 03 - 14 x 75m2 • Type 04 - 9 x 78m2 • Type 05 - 5 x 92m2 Site: 101-105 Eumundi Noosa Road, Noosaville 7 Reference: 20BRT0474
Page 9
1.6 Access
The development plan includes the following access arrangements:
• Eumundi Noosa Road access located at the western side of the subject site. The characteristics of this
access include:
- Type B driveway access (IPWEAQ)
- 6.5m wide at the property boundary
- Priority control
- All turns permitted
1.7 Parking
The development proposal includes a total of 52 parking spaces as follows:
• 33 resident spaces, which are located on-grade via car ports
• 7 resident spaces, which are located on-grade via garages
• 11 visitor/general spaces, which are located on-grade
• 1 PWD space, located on grade, adjacent to the site frontage
1.8 Service Vehicles
All service vehicles will enter and exit the site in a forward gear via Eumundi Noosa Road, with a single
reversing manoeuvre to be performed onsite for a turnaround provision. The largest design vehicle is a 9.9m
waste collection vehicle (WCV).
1.9 Pedestrians
A pedestrian path is provided on the south western boundary, between buildings 3 and 4. The pedestrian
path is provided in front of the visitor spaces and connects to the internal driveway.
Internal footpath connections are provided from the internal driveway to the front door entrances.
Site: 101-105 Eumundi Noosa Road, Noosaville 8
Reference: 20BRT0474
Page 10
2 Existing Transport Infrastructure
2.1 The Road Network
The roads in the immediate vicinity of the site are administered by Noosa Shire Council. The hierarchy and
characteristics of roads in the immediate vicinity of the site are shown below in Table 2.1.
Table 2.1: Local Road Hierarchy
Road Speed Limit Lanes Classification
Eumundi Noosa Road 60kph 2 (divided) Distributor
Goodchap Street 60kph 2 (undivided, plus parking) Distributor
Headland Drive 60kph 2 (undivided, plus parking) Collector
Eumundi Noosa Road has a road reserve width of 30m, with a 11.5m-12.5m wide carriageway at the site
frontage. Kerb and channel is constructed on the eastern side of the road only. The intersections of Eumundi
Noosa Road with Goodchap Street and Gibson Road are roundabout intersections. Eumundi Noosa Road and
Headland Drive is a priority controlled intersection.
2.2 Road Planning
TTM have reviewed Council’s Local Government Infrastructure Plan (LGIP) mapping for future road network.
It is understood that there are several roadway projects within the wider road network. However the road
network upgrades in the immediate vicinity of the site as follows:
• R10 (upgrade roundabout capacity) at the intersection of Eumundi Noosa Road / Walter Hay Drive and
estimated to be completed 2021-2026.
• R05 (upgrade roundabout capacity) at the intersection of Eumundi Noosa Road / Gibson Road and
estimated to be completed 2021-2026.
• PW17.1 (pathway widening) on Eumundi Noosa Road for part of Ventura to Goodchap Street.
It is understood that there are no land dedication requirements for the subject site resulting from these
upgrades.
2.3 Public Transport and Pedestrian Facilities
Buses
Translink has bus routes (628, 630, 632) that utilise Eumundi Noosa Road, with the nearest on-street bus
stop being located approximately 50m to the north of the site. Services to Tewantin operate approximately
every 60 minutes in peak and non-peak periods.
Pedestrians and Cyclists
A pedestrian crossing and refuge island is located on the western frontage of the site. Pedestrian footpaths
are located on both sides of Eumundi Noosa Road. Dedicated onstreet cycle lanes are located on Eumundi
Noosa Road and Goodchap Street.
Site: 101-105 Eumundi Noosa Road, Noosaville 9
Reference: 20BRT0474
Page 11
3 Site Access Arrangements
3.1 Proposed Access Arrangements
Table 3.1 details the site access design and location standards, proposed provisions and compliance.
Table 3.1: Noosa Eumundi Road Access Requirements, Proposed Provisions and Compliance
Design Aspect Council Requirement Proposed Provision Compliance
Minimum Intersection Separation 6m from tangent point of kerb Over 100m Compliant
7m from pedestrian crossing
Pedestrian Visibility Splays 2m x 2.5m on exit side 2m x 2.5m on exit side Compliant
Sight Distance - 60kph Desirable – 83m 93m to south Compliant
Minimum - 65m >93m to north Compliant
Design Type Type B2 (IPWEAQ) Type B2 (IPWEAQ) Compliant
Width/ Entry and Exit Widths 6-9m 6.5m Compliant
Minimum Queuing Provisions - 1 car (7.9m) See note below
Gradient of first 6m 1:20 (5%) Generally Flat Compliant
The proposed access arrangements generally comply with Council requirements, however the following item
is resolved with a performance solution.
Queuing
The development proposal provides 7.9m queuing (1 car) to the proposed first conflict point.
As detailed further in Section 6, it is expected that the peak vehicle movements into/out of the site will be
17vph during the peak-hour periods. The probability (using the Poisson distribution method) of more than 1
vehicle entering the site at the same time (or say within a 30 second period whilst a car is manoeuvring
in/out of initial parking spaces) and all requiring to queue in advance of the first internal car parking space,
extending back onto Eumundi Noosa Road, is less than 1%. As such, the proposed internal queuing capacity
of 1 vehicle is sufficient to cater for the 99th percentile entry queue of the site and is therefore considered
acceptable.
With respect to entry queue capacity, it is noted that the car parking areas accessed from this driveway will
comprise of low-turnover residential and visitor parking spaces. It is also proposed that the first parking
spaces within the site will be residential and PWD parking, which are expected to only turn over 1-2 times a
day. Therefore, the probability of a car manoeuvring from these spaces at the same time as another car
trying to enter/exit will be low.
Overall, the proposed access arrangements are considered suitable for the proposed development and ‘fit
for purpose’.
Site: 101-105 Eumundi Noosa Road, Noosaville 10
Reference: 20BRT0474
Page 12
3.2 Left-In / Left-Out Access Provision In accordance with the information request, TTM recommends the development restrict turns at the site access to a left-in / left-out arrangement. The existing refuge island at the pedestrian crossing is to be extended north along Eumundi Noosa Road, as demonstrated in TTM’s drawing 20BRT0747-03A. Note that this is a concept functional layout to demonstrated right turns will be restricted. Further detail and design options will be subject to detailed design and operational works approvals. A swept path analysis of the WCV and a B85 access movements are demonstrated in TTM drawings 20BRT0747-01B and 20BRT0747-02B. These drawings show that the crossover design suitably accommodates the WCV and B85 vehicles. Site: 101-105 Eumundi Noosa Road, Noosaville 11 Reference: 20BRT0474
Page 13
4 Car Parking Arrangements
4.1 Council Parking Supply Requirement
Council parking requirements for this type of development are identified in Table 4.1.
Table 4.1: Parking Supply Requirement
Land Use Council Requirement Extent Requirement Provision
Small dwelling (<100m2) 1 covered space up to two bedrooms; 28 Units 28
2 covered spaces for three or more 5 Units 10
bedrooms; and 40 (covered
1 visitor space per four dwellings 33 Units 9 resident spaces)
12 (visitor spaces)
Non-small dwelling 2 covered spaces per dwelling (may be 1 Unit 2
in tandem; and
1 space per four dwellings 1 Unit 1
Total 50 52
In accordance with the BCA requirements, class 1 & 2 buildings do not require PWD bays. Despite this, the
development proposes 1 PWD (Class 5) parking space and therefore exceeds the BCA requirement.
The proposed parking supply exceeds the Council requirements and are, therefore, considered suitable.
4.2 Car Park Layout
Table 4.2 identifies the characteristics of the proposed parking area with respect to the Council
requirements. The last column identifies the compliance of each design aspect. Where compliance with
Council is not achieved, further information is provided below.
Note the revised plans have been updated to demonstrate internal door openings no longer impact car
spaces.
Table 4.2: Parking Design Requirements
Design Aspect Minimum Council Standard Proposed Provision Compliance
(AS2890.1)
Standard bay parking space 5.4m 5.4m Compliant
length
Parking space width:
− Residential 2.4m 2.6m (min) Compliant
− Visitor 2.6m 2.6m Compliant
Enclosed Single Garage
− Length 5.4m 6m Compliant
− Width 3m 3m Compliant
− Door opening 2.4m 2.6m Compliant
Enclosed Double Garage
− Length 5.4m 5.4m & 6m Compliant – see note below
− Width 5.4m 5.4m Compliant
Site: 101-105 Eumundi Noosa Road, Noosaville 12
Reference: 20BRT0474
Page 14
Design Aspect Minimum Council Standard Proposed Provision Compliance
(AS2890.1)
− Door opening 4.8m 5.1m Compliant
Aisle Width:
− Parking aisle 5.5m + 0.3m clearance (1 side) 6.2m Compliant
− Circulation aisle 5.5m + 0.6m clearances 6.5m Compliant
Parking envelope clearance - 0.25m into bay within 0.3m & 0.2m 0.2m into bay within Compliant
Column intrusion into bay within 1.2m of front of bay 0.9m of front of bay
Parking envelope clearance – Space 0.3m clear of wall Space 0.3m clear of wall Compliant
space adjacent to wall
Parking envelope clearance - Located between 0.75m and 1.75m Located between 0.75m Compliant
Column adjacent to bay of aisle and 0.85m of aisle
Maximum Gradient:
− PWD parking bay 1:40 (2.5%) Generally Flat Compliant
− Parking bay 1:20 (5.0%) Generally Flat Compliant
− Parking aisle 1:16 (6.25%) Generally Flat Compliant
Height Clearance
− General Min. 2.2m (2.3m PWD) 2.2m min Compliant
Parking Aisle Extension 1m beyond last bay 1m beyond last bay Compliant
The proposed parking layout arrangements comply with all Council requirements and are, therefore,
considered suitable.
Site: 101-105 Eumundi Noosa Road, Noosaville 13
Reference: 20BRT0474
Page 15
5 Service Vehicle Arrangements 5.1 Council Requirements For the proposed development, Council requires that adequate provision is made for the standing, parking, loading and unloading, access and manoeuvring of service vehicles within the development site. 5.2 Proposed Service Vehicle Arrangements and Their Adequacy Access is provided for the largest design vehicle, a 9.9m WCV. Provision is to ensure that: • The vehicles can enter and leave the site safely in a forward direction. • The vehicles can traverse the site on circulation roads and aisles to access service areas. • The vehicles can manoeuvre on-site to allow parking and loading or unloading on the circulation road. Service vehicles up to and including a 9.9m WCV are able to enter/exit the site in a forward motion via Eumundi Noosa Road. The WCV vehicles will perform single reversing manoeuvre to turnaround onsite. A swept path analysis for the 9.9m WCV design vehicle has been performed to demonstrate safe manoeuvring of the vehicles, as shown in drawing 20BRT0474-01B in Appendix B. Given that these larger service vehicle movements are expected to occur outside of peak hours, the internal traffic flows will be very low, this is not expected to have an impact on the internal operation of the site. All internal onsite design complies with 2890.2-2002 Parking Facilities Part 2 Off-street commercial design. Site: 101-105 Eumundi Noosa Road, Noosaville 14 Reference: 20BRT0474
Page 16
6 Traffic Impact Assessment 6.1 Estimated Development Traffic Generation and Distribution The NSW RTA, Guide to Traffic Generating Developments, recommends using specific generation rates for planning purposes and has been used as the basis of this assessment. Application of these rates to the existing and proposed development is provided below: • Weekday peak hour vehicle trips = 0.65 per dwelling The proposed development traffic equates to 21vph (in+out). The inbound / outbound distribution of development traffic is based on the following: • 20% of development traffic is inbound in the AM Peak, with the remaining 80% outbound • 80% of development traffic is inbound in the PM Peak, with the remaining 20% outbound 6.2 Potential Traffic Impacts Based on this distribution, the development is expected to generate 17 outbound vehicles and 4 inbound vehicles in the AM peak hour. Note that the inbound/outbound distribution will be reversed in the PM peak hour. This generation equates to approximately 1 vehicle entering or exiting the site every 3 minutes during the peak hour periods. This increase in traffic is not considered to significantly impact the operation of the external road network given that it will distribute between all directions once arriving at the Eumundi Noosa Road / Goodchap Street roundabout and further into the local road network. Therefore, a detailed assessment is not considered to be warranted. Site: 101-105 Eumundi Noosa Road, Noosaville 15 Reference: 20BRT0474
Page 17
7 Active Transport 7.1 Public Transport Access to public transport from the site is considered adequate, due to the presence of a bus stop on Eumundi Noosa Road approximately 50m north of the site, and its connectivity to Tewantin. 7.2 Pedestrians 7.2.1 Proposed Pedestrian Access Pedestrian access to the site is considered suitable with a pedestrian access point available along the south western site frontage. Additionally, due to the nature of the development, vehicular movements are expected to be low volume and low speed. As such, shared use of the vehicle access and circulation aisle for pedestrian movements is considered to be appropriate and acceptable. 7.2.2 Pedestrian Crossing The proposed access provides an increased separation between the existing pedestrian crossing. Therefore, safety and sight distances have improved and considered to be a better outcome. 7.3 Cyclist Requirements There no planning scheme requirements for cyclist and end of trip facilities for this development. Site: 101-105 Eumundi Noosa Road, Noosaville 16 Reference: 20BRT0474
Page 18
8 Summary and Conclusions 8.1 Vehicular Site Access The development proposal will remove three existing driveway accesses and provide a 6.5m wide type B2 crossover. The crossover is proposed to restrict movements to a left-in / left-out arrangement. The driveway is located approximately 7.2m from the pedestrian crossing (at the kerb) and is designed in accordance with Council requirements. The on-site queuing provisions will contain one vehicle within the development and is therefore deemed to be appropriate. 8.2 Car Parking Arrangements The proposed parking supply for the site exceeds Council accepted parking requirements. The parking layout, as a minimum, complies with Council requirements. Overall, TTM considers the proposed car parking arrangements for this development are adequate. 8.3 Impact on Surrounding Road Network Assessment of the proposed development indicates that the development will not have a significant impact on the road network. The existing refuge island at the pedestrian crossing is proposed to be extended north along Eumundi Noosa Road to restrict traffic movements to a left-in / left-out arrangement. Further detail and design options will be subject to detailed design and operational works. No additional mitigating road works are required. 8.4 Service Vehicle Arrangements Servicing for this development will be facilitated in the circulation aisles, accessed off Eumundi Noosa Road. The largest design vehicle, a 9.9m WCV, can manoeuvre on site in order to enter and exit in a forward gear, with a single reversing manoeuvre to be performed for turnaround provisions. Overall, the proposed service vehicle arrangements are considered adequate to meet the needs of the proposed development. 8.5 Active Transport Facilities The current public transport infrastructure and proposed site provisions for pedestrian facilities is considered adequate for the development. 8.6 Conclusion Based on the assessment contained within this report, TTM see no traffic engineering reason why the relevant approvals should not be granted. Site: 101-105 Eumundi Noosa Road, Noosaville 17 Reference: 20BRT0474
Page 19
Appendix A Proposed Site Plan Site: 101-105 Eumundi Noosa Road, Noosaville 18 Reference: 20BRT0474
Page 20
COMMON CLOTHESLINE
AREA FOR APARTMENTS
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49.97 PLANS FOR CROSS OVER
DETAIL
SITE PLAN LEVEL 1 GROUND
1:200
PROPOSED MULTIRESIDENTIAL DEVELOPMENT, ALTUM CONSTRUCTIONS fe aa ae A BEUCKBURNEJICKSON
issue: 06 date : 05-02-21
EUMUNDI NOOSA ROAD, NOOSAVILLE SITE PLAN LEVEL 1 6ROUND seca seqvewaee ncacetn
7186-24-Altum Townhouses Noosaville Saturday, 6 February 2021 4:13 pm The designs, drawings and specification are copyright and always remain the property of Blackburne Jackson Design Pty Ltd.
Page 21
Appendix B Service Vehicle Swept Paths Site: 101-105 Eumundi Noosa Road, Noosaville 19 Reference: 20BRT0474
Page 22
RCV ( Front Lift)
l:\synergy\projects\20brt\20brt0474 101-105 eumundi noosa road, noosaville\3 - plans\ttm\21 02 09-03a\20brt0474_03a.dwg
PROPOSED B2
CROSSOVER SPLAYS
RCV ( Front Lift 9.9
RCV ( Front Lift)
) Overall Length
Overall Width
9.900m
2.500m
Overall Body Height 3.600m
Min Body Ground Clearance 0.150m
Track Width 2.500m
Lock-to-lock time 6.00s
Wall to Wall Turning Radius 11.830m
1.42 1.3 3.1 1.333
VEHICLE CLEARANCE
500mm (DASHED LINE)
BLUE - VEHICLE BODY
SCALE PROJECT PROJECT NUMBER ORIGINAL SIZE
0 2.5 5 7.5 10 12.5m
T TM CONSULTING PTY LTD 101 - 105 EUMUNDI NOOSA ROAD, NOOSAVILLE 20BRT0474 A3
ABN 65 010 868 621 DRAWING TITLE DRAWING NUMBER REVISION
SCALE 1:250 AT ORIGINAL SIZE
LEVEL 8, 369 Ann Street, BRISBANE, QLD, 4000
NORTH CLIENT P.O. BOX 12015, BRISBANE, QLD, 4003 WASTE COLLECTION - SWEPT PATH ANALYSIS 20BRT0474-01 B
B 08-02-21 UPDATED ISSUE AS AS DG
T: (07) 3327 9500 F: (07) 3327 9501 DESIGN VEHICLE - RCV (FRONT LIFT) DATE SHEET
ALTUM PROPERTY GROUP
A 18-01-21 ORIGINAL ISSUE LD AS DG E: [email protected] W: www.ttmgroup.com.au 8 Feb 2021 1 OF 1
REV. DATE AMENDMENT DESCRIPTION DRAWN CHECKED APPROVED
Page 23
B85 Vehicle (Realistic min radius) (20 4)
4.91
B85 Vehicle (Realistic min radius) (2004)
Overall Length 4.910m
Overall Width 1.870m
Overall Body Height 1.421m
Min Body Ground Clearance 0.159m
Track Width 1.770m
PROPOSED B2 0.92 2.8
Lock-to-lock time 4.00s
CROSSOVER SPLAYS Curb to Curb Turning Radius 5.750m
VEHICLE CLEARANCE
300mm (DASHED LINE)
B85 Vehicle (Realistic min radius) (20 4)
B85Vehicle(R
e alistcminradiu
s)(20 4)
l:\synergy\projects\20brt\20brt0474 101-105 eumundi noosa road, noosaville\3 - plans\ttm\21 02 09-03a\20brt0474_03a.dwg
BLUE - VEHICLE BODY
SCALE PROJECT PROJECT NUMBER ORIGINAL SIZE
0 2 4 6 8 10m
T TM CONSULTING PTY LTD 101 - 105 EUMUNDI NOOSA ROAD, NOOSAVILLE 20BRT0474 A3
ABN 65 010 868 621 DRAWING TITLE DRAWING NUMBER REVISION
SCALE 1:200 AT ORIGINAL SIZE
LEVEL 8, 369 Ann Street, BRISBANE, QLD, 4000
NORTH CLIENT P.O. BOX 12015, BRISBANE, QLD, 4003 SITE ACCESS - SWEPT PATH ANALYSIS 20BRT0474-02 B
B 08-02-21 UPDATED ISSUE AS AS DG
T: (07) 3327 9500 F: (07) 3327 9501 DESIGN VEHICLE - B85 DATE SHEET
ALTUM PROPERTY GROUP
A 18-01-21 ORIGINAL ISSUE LD AS DG E: [email protected] W: www.ttmgroup.com.au 8 Feb 2021 1 OF 1
REV. DATE AMENDMENT DESCRIPTION DRAWN CHECKED APPROVED
Page 24
INSTALL
ONLY
2m
R2-14L
23.88m
1m
RETAIN EXISTING
LINE MARKING
INSTALL
l:\synergy\projects\20brt\20brt0474 101-105 eumundi noosa road, noosaville\3 - plans\ttm\21 02 09-03a\20brt0474_03a.dwg
TIE INTO EXISTING
R2-6R
NOTE: FURTHER DETAIL AND DESIGN OPTIONS WILL BE SUBJECT TO DETAILED DESIGN AND OPERATIONAL WORKS
SCALE PROJECT PROJECT NUMBER ORIGINAL SIZE
0 2 4 6 8 10m
T TM CONSULTING PTY LTD 101 - 105 EUMUNDI NOOSA ROAD, NOOSAVILLE 20BRT0474 A3
ABN 65 010 868 621 DRAWING TITLE DRAWING NUMBER REVISION
SCALE 1:200 AT ORIGINAL SIZE
LEVEL 8, 369 Ann Street, BRISBANE, QLD, 4000
NORTH CLIENT P.O. BOX 12015, BRISBANE, QLD, 4003 MEDIAN EXTENSION ANALYSIS 20BRT0474-03 B
B 11-02-21 UPDTED ISSUE AS AS DG PROPOSED SITE ACCESS - CONCEPT FUNCTIONAL LAYOUT DATE SHEET
ALTUM PROPERTY GROUP T: (07) 3327 9500 F: (07) 3327 9501
A 09-02-21 ORIGINAL ISSUE SD AS DG E: [email protected] W: www.ttmgroup.com.au 11 Feb 2021 1 OF 1
REV. DATE AMENDMENT DESCRIPTION DRAWN CHECKED APPROVED