2-6 Bathurst Road, Orange - Proposed Takeaway Food and Drink Premises Transport Impact Assessment - Orange City Council
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2-6 Bathurst Road, Orange Proposed Takeaway Food and Drink Premises Transport Impact Assessment Prepared by: GTA Consultants (Group) Pty Ltd for Spectrum Retail Group on 19/05/2021 Reference: N207010 Issue #: A
2-6 Bathurst Road, Orange
Proposed Takeaway Food and Drink Premises
Transport Impact Assessment
Client: Spectrum Retail Group
on 19/05/2021
Reference: N207010
Issue #: A
Quality Record
Issue Date Description Prepared By Checked By Approved By Signed
Connor Hoang,
A 19/05/2021 Final Rhys Hazell Rhys Hazell
Kedar Ballurkar
© GTA Consultants (Group) Pty Ltd [ABN 51 137 610 452] 2021
The information contained in this document is confidential and intended
GTA Report (NSW)
solely for the use of the client for the purpose for which it has been
prepared and no representation is made or is to be implied as being
made to any third party. Use or copying of this document in whole or in
part without the written permission of GTA Consultants constitutes an Melbourne | Sydney | Brisbane
infringement of copyright. The intellectual property contained in this
document remains the property of GTA Consultants.
Adelaide | Perth
CONTENTS
1. Introduction 3
1.1. Background 3
1.2. Purpose of Report 3
1.3. References 3
2. Existing Conditions 4
2.1. Site Location 4
2.2. Transport Network 5
2.3. Traffic Volumes 8
2.4. Intersection Operation 9
3. Development Proposal 11
3.1. Overview 11
4. Parking and Traffic Appraisal 12
4.1. Car Parking 12
4.2. Bicycle Parking & Associated Facilities 14
4.3. Loading Facilities 14
4.4. Traffic Assessment 14
5. Conclusion 17
Appendices
A. SIDRA Modelling results
B. Design review and swept paths
Figures
Figure 2.1: Subject site and surrounding environs 4
Figure 2.2: Aerial view 4
Figure 2.3: Land use classification map 5
Figure 2.4: Bathurst Road (looking north adjacent to the site) 6
Figure 2.5: Endsleigh Avenue (looking west from the site) 7
Figure 2.6: Local Bus Routes 8
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2-6 Bathurst Road, Orange, Proposed Takeaway
Food and Drink Premises
Figure 2.7: Existing peak hour traffic volumes 9
Figure 3.1: Proposed site layout 11
Figure 4.1: Existing Endsleigh Avenue crossover 13
Figure 4.2: Weekday PM peak hour site generated traffic volumes 15
Tables
Table 2.1: Surrounding road network 6
Table 2.2: Sidra level of service criteria 9
Table 2.3: Existing intersection operation – Bathurst Road/ William Street/ Endsleigh Avenue 10
Table 4.1: DCP car parking requirements 12
Table 4.2: Distribution and Assignment of Development Traffic 15
Table 4.3: Post development operation – Bathurst Road/ William Street/ Endsleigh Avenue 15
N207010 // 19/05/2021
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2-6 Bathurst Road, Orange, Proposed Takeaway
Food and Drink Premises
INTRODUCTION
1. INTRODUCTION
1.1. Background
A development application is to be lodged with Orange City Council for a proposed development at 2-6
Bathurst Road, Orange. The proposal incorporates a takeaway food and drink premises be occupied by
Guzman y Gomez, including on-site parking and drive through facilities.
Spectrum Retail Group engaged GTA, now Stantec (GTA) to prepare a Transport Impact Assessment for the
proposed development.
1.2. Purpose of Report
This report sets out an assessment of the anticipated transport implications of the proposed development,
including consideration of the following:
• existing traffic and parking conditions surrounding the site
• suitability of the proposed parking in terms of supply (quantum) and layout
• service vehicle requirements
• the traffic generating characteristics of the proposed development
• suitability of the proposed access arrangements for the site
• the transport impact of the development proposal on the surrounding road network.
1.3. References
In preparing this report, reference has been made to the following:
• Orange Local Environmental Plan (LEP) 2011
• Orange Development Control Plan (DCP) 2004
• Australian Standard/ New Zealand Standard, Parking Facilities, Part 1: Off-Street Car Parking AS/NZS
2890.1:2004
• Australian Standard, Parking Facilities, Part 2: Off-Street Commercial Vehicle Facilities AS 2890.2:2018
• Australian Standard / New Zealand Standard, Parking Facilities, Part 6: Off-Street Parking for People
with Disabilities AS/NZS 2890.6:2009
• plans for the proposed development prepared by Richmond + Ross
• other documents and data as referenced in this report.
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Food and Drink Premises 3
EXISTING CONDITIONS
2. EXISTING CONDITIONS
2.1. Site Location
The site is at 2-6 Bathurst Road, Orange, occupying approximately 1,700 square metres. The site has a
frontage of 37 metres to the north on Bathurst Road and 45 metres to the west on Endsleigh Avenue. It has a
land use classification of B6 – Enterprise Corridor and is currently unoccupied with the previous use being for
car sales. Surrounding properties include a mix of retail, fast food outlets, commercial and residential.
The location of the site is shown in Figure 2.1 and Figure 2.2.
Figure 2.1: Subject site and surrounding environs
Base image source: https://www.street-directory.com.au/ accessed March 2021
Figure 2.2: Aerial view
Base image source: Nearmap
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2-6 Bathurst Road, Orange, Proposed Takeaway
Food and Drink Premises 4
EXISTING CONDITIONS
Figure 2.3: Land use classification map
Base image source: Orange City Council LEP 2011 accessed 22 March 2021
2.2. Transport Network
2.2.1. Road Hierarchy
Roads are classified according to the functions they perform. The main purpose of defining a road’s functional
class is to provide a basis for establishing the policies which guide the management of the road according to
their intended service or qualities.
In terms of functional road classification, State roads are strategically important as they form the primary
network used for the movement of people and goods between regions, and throughout the State. Transport
for NSW (TfNSW) is responsible for funding, prioritising and carrying out works on State roads. State roads
generally include roads classified as freeways, state highways, and main roads under the Roads Act 1993,
and the regulation to manage the road system is stated in the Australian Road Rules, most recently amended
on 19 March 2018.
TfNSW defines four levels in a typical functional road hierarchy, ranking from high mobility and low
accessibility, to high accessibility and low mobility. These road classes are:
Arterial Roads – Controlled by TfNSW, typically no limit in flow and designed to carry vehicles long distance
between regional centres.
Sub-Arterial Roads – Managed by either Council or TfNSW under a joint agreement. Typically, their operating
capacity ranges between 10,000 and 20,000 vehicles per day, and their aim is to carry through traffic
between specific areas in a sub region or provide connectivity from arterial road routes (regional links).
Collector Roads – Provide connectivity between local sites and the sub-arterial road network, and typically
carry between 2,000 and 10,000 vehicles per day.
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Food and Drink Premises 5
EXISTING CONDITIONS
Local Roads – Provide direct access to properties and the collector road system and typically carry between
500 and 4,000 vehicles per day.
A summary of the key roads surrounding the site is provided in Table 2.1, and shown in Figure 2.4 and Figure
2.5.
Table 2.1: Surrounding road network
Road Classification Description
• Two-way with two travel lanes in each direction.
Arterial (State) • Kerbside parking is not permitted in vicinity of the site.
Bathurst Road
Road • Posted speed limit of 50 kilometres per hour.
• Carriageway is approximately 16-metres-wide.
• Two-way with one travel lane in each direction.
• 45-degree time restricted parking is generally signposted on both sides
Endsleigh Avenue Local Road of the road.
• Posted speed limit of 50 kilometres per hour.
• Carriageway is approximately 20-metres-wide.
• Two-way with one travel lane in each direction.
• 45-degee parking restricted parking generally permitted along both
William Street Collector Road sides of the road.
• Posted speed limit of 50 kilometres per hour.
• Carriageway approximately 20-metres-wide.
Figure 2.4: Bathurst Road (looking north adjacent to the site)
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Transport Impact Assessment // Issue: A
2-6 Bathurst Road, Orange, Proposed Takeaway
Food and Drink Premises 6
EXISTING CONDITIONS
Figure 2.5: Endsleigh Avenue (looking west from the site)
2.2.2. Public Transport
The site is near Orange Town Centre and benefits from access to an extensive number of public transport
services as summarised below.
Bus Services
Bus routes can be accessed from the following stops within a 400 metre walk of the site:
• Summer Street before Lords Place:
o Route 530: Bathurst to Orange
o Route 531: Orange City Centre to Glenroi
o Route 532: East Orange (loop from Orange City Centre)
o Route 538: Charles Sturt University to Orange City Centre.
• Peisley Street (Orange Station):
o Route 530: Bathurst to Orange
o Route: 537: Orange Hospital to Orange City Centre
o Regional: Orange to Sydney (via Bathurst).
Local bus stops and routes in the vicinity of the site are illustrated in Figure 2.6.
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Food and Drink Premises 7
EXISTING CONDITIONS
Figure 2.6: Local Bus Routes
Source: Buslines Group
Train Services
The site is within a 300 metre walk of Orange Station, which provides services to key regional centres,
including Bathurst, Sydney (Central) to the east and Dubbo and Broken Hill to the west.
The Dubbo XPT (route 427 and 428) has a single daily service between Dubbo and Sydney, stopping at
Orange. The Broken Hill Explorer service stops at Orange on Mondays between Broken Hill and Sydney, with
a return stop on Tuesdays.
2.2.3. Walking and Cycling
The site is near the Orange Town Centre with safe pedestrian crossings provided on all intersections along
Bathurst Street. Orange Station can also conveniently be accessed via an overpass accessed from Endsleigh
Avenue.
2.3. Traffic Volumes
A turning movement count was completed at the Bathurst Road/ William Street/ Endsleigh Avenue
intersection on Monday 22 February 2021 during the afternoon peak period, specifically 2:45 pm to 5:30 pm.
The survey results indicate that the afternoon peak hour occurs between 4:15 pm and 5:15 pm, with the
traffic volumes shown in Figure 2.7.
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2-6 Bathurst Road, Orange, Proposed Takeaway
Food and Drink Premises 8EXISTING CONDITIONS
Figure 2.7: Existing peak hour traffic volumes
2.4. Intersection Operation
The operation of the Bathurst Road/ William Street/ Endsleigh Avenue intersection has been assessed using
SIDRA INTERSECTION1 (SIDRA), a computer-based modelling package which calculates intersection
performance.
The commonly used measure of intersection performance, as defined by TfNSW, is vehicle delay. SIDRA
determines the average delay that vehicles encounter and provides a measure of the level of service.
Table 2.2 shows the criteria that SIDRA adopts in assessing the level of service.
Table 2.2: Sidra level of service criteria
Average delay per Traffic signals,
Level of service (LOS) Give way & stop sign
vehicle (secs/veh) roundabout
A Less than 14 Good operation Good operation
Good with acceptable Acceptable delays and
B 15 to 28
delays and spare capacity spare capacity
Satisfactory, but accident
C 29 to 42 Satisfactory
study required
Near capacity, accident
D 43 to 56 Near capacity
study required
At capacity, at signals
At capacity, requires other
E 57 to 70 incidents will cause
control mode
excessive delays
Extreme delay, major
F Greater than 70 Extra capacity required
treatment required
Table 2.3 presents a summary of the existing operating conditions of the Bathurst Road/ William Street/
Endsleigh Avenue intersection.
1
Program used under license from Akcelik & Associates Pty Ltd.
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Food and Drink Premises 9EXISTING CONDITIONS
Table 2.3: Existing intersection operation – Bathurst Road/ William Street/ Endsleigh Avenue
Degree of Average delay 95th percentile queue Level of service
Leg
saturation (DOS) (sec) (m) (LOS)
Bathurst Road (W) 0.30 9 48 A
Bathurst Road (E) 0.31 10 35 A
Endsleigh Avenue (S) 0.05 6 2 A
William Street (N) 0.32 32 32 C
Overall 0.32 13 48 A
Table 2.3 demonstrates that the intersection currently operates well during the PM peak hour, achieving a
Level of Service of A with acceptable delays and spare capacity.
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2-6 Bathurst Road, Orange, Proposed Takeaway
Food and Drink Premises 10DEVELOPMENT PROPOSAL
3. DEVELOPMENT PROPOSAL
3.1. Overview
The proposal seeks approval for the construction and operation of a takeaway and food and drink premises,
incorporating a drive-thru facility. A total of 188 square metres of internal floor area and 25 square metres of
outdoor seating area is proposed with seating for 38 customers (30 internal seats and eight outdoor seats).
Vehicle access is proposed via a two-way crossover on Endsleigh Avenue in a similar location to the existing
crossover and incorporating part of the existing right of way. On-site parking for 13 vehicles (including one
waiting bay) and a designated drive-thru with two separate order lanes and capacity for 13 queued vehicles
is also included. Loading would occur outside peak periods and within a section of the drive-thru.
The proposed layout of the site is shown in Figure 3.1.
Figure 3.1: Proposed site layout
Source: Overall Site Plan, Richmond + Ross, 18 May 2021.
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2-6 Bathurst Road, Orange, Proposed Takeaway
Food and Drink Premises 11PARKING AND TRAFFIC APPRAISAL
4. PARKING AND TRAFFIC
APPRAISAL
4.1. Car Parking
4.1.1. DCP Requirement
The car parking requirements for different development types are set out in Orange Development Control
Plan (DCP) 2004. Table 4.1 includes a summary of the relevant car parking rates for the proposed
development.
Table 4.1: DCP car parking requirements
Parking Spaces
Description No. Parking Rate
Requirement Provided
Fast-food outlet
30 seats Greater of
(internal) 1 space per 2 seats (internal seats only)
Car parking 38 seats or 13-15 13
(internal and 1 space per 3 seats
external) (internal and external seats)
Extension area for queuing of cars for a
drive-thru facility is required. Queue 5-12 queuing 13 queuing
Drive-thru N/A
length of 5 to 12 cars measured from spaces spaces
pick-up point [1].
[1] A minimum of 4 car spaces must be provided for cars queued from the ordering point.
Based on the above, application of the applicable DCP rates results in the need to provide between 13 and
15 parking spaces with 15 spaces required to strictly comply with the greater provision. Provision has been
made for 13 parking spaces and is generally consistent with the DCP requirement noting a minor shortfall of
two spaces.
The queuing capacity of 13 vehicles for the drive-thru exceeds the DCP requirement of five to 12 vehicles
and, as discussed below, better caters for the changing demands of such fast food facilities where drive-thru
demands have significantly increased since the data was released on which the statutory requirements rely.
4.1.2. Adequacy of Provision
The DCP parking rates for fast food outlets, adopted from the 2002 TfNSW Guide to Traffic Generating
Developments (TfNSW), do not account for more recent trends with an increasing proportion of customers
tending to use drive-thru facilities. This can partially be attributed to several technological advancements
improving the convenience of these facilities (e.g., cashless payment, electronic menus and order
confirmation screens), which also allow for larger orders to be more accurately made.
In this regard, the drive-thru facility has been designed to provide more than adequate capacity to cater for
the known demands associated with both parking and drive-thru usage.
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2-6 Bathurst Road, Orange, Proposed Takeaway
Food and Drink Premises 12PARKING AND TRAFFIC APPRAISAL
These provisions include:
• Queuing capacity for up to 13 cars from the pick-up point and exceed the DCP requirement of five to 12
spaces. The wide DCP range is adopted from the TfNSW Guide with the proposed operation more
comparable to a lower turnover KFC restaurant where a minimum of five spaces is required.
• The proposed waiting bay will ensure continued efficient operation of the drive-thru facility by
accommodating vehicles when large orders are made, and during peak periods.
• Two separate order lanes have been provided, where a single lane would be permissible under the DCP
and TfNSW Guide. There is also capacity for six cars to queue from the order points, which similarly
exceed the DCP requirement of four spaces.
It is therefore anticipated that capacity for 13 parking spaces (including one waiting bay) would adequately
cater for the parking demands with minimal impact to on-street parking during peak trading periods. The
proposal is also committed to reinstating the large crossover on Endsleigh Avenue with the area returned to
use for on-street parking. This area is shown in in Figure 4.1.
Figure 4.1: Existing Endsleigh Avenue crossover
With convenient access to the town centre and a range of bus services, casual staff would also tend to use
public transport to travel to the site, or be dropped off and picked up, therefore not generating much demand
for parking.
4.1.3. Car Parking Layout Review
The car park layout has been reviewed against the requirements of DCP 2014 and the Australian Standard
for Off Street Car Parking (AS/NZS2890.1:2004 and AS/NZS2890.6:2009). This assessment included a
review of the following:
• bay and aisle width
• adjacent structures
• turnaround facilities
• circulation roads
• height clearances
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Food and Drink Premises 13PARKING AND TRAFFIC APPRAISAL
• internal queuing
• parking for persons with disabilities.
The review indicates that the proposed car parking layout is expected to operate satisfactorily, subject to the
adoption of recommendations shown in Appendix B.
4.2. Bicycle Parking & Associated Facilities
The DCP does not stipulate any parking rates for bicycle parking facilities, although there would be ample
space to provide rails should this be required by Council.
4.3. Loading Facilities
For retail uses, the DCP requires specific provision to be made for, but not limited to, on-site areas for
delivery and service vehicle parking. The proposed fast food outlet will have very specific and regular service
vehicle demands which can be managed outside of trading hours (e.g., early morning).
In this regard, the car park will permit service vehicles to turn within site so that all access movements will be
undertaken in a forward direction. The swept path analysis in Appendix B demonstrates satisfactory
operation for the largest design vehicle to enter the site, being an 8.8 Medium Rigid Vehicle.
4.4. Traffic Assessment
4.4.1. Traffic Generation
The Guide to Traffic Generating Developments (TfNSW, 2002) does not publish trip rates for general fast
food outlets however specifies the following averaged peak trips for the following operators based on historic
surveys of sites:
• McDonalds: 180 vehicle trips per hour
• Kentucky Fried Chicken: 100 vehicle trips per hour.
The proposed Guzman y Gomez outlet is considered to operate more closely with a KFC outlet, and therefore
a total of 100 vehicle trips (50 in and 50 out) has been adopted for assessment of traffic impacts.
It is emphasised that the TfNSW Guide estimates the proportion of passing trade is typically at least 50% and
therefore the net increase in traffic generation would be a only maximum of 50 vehicle trips per hour, which is
considered reasonable noting the site fronts an arterial road.
Furthermore, the net increase in traffic generation associated with the proposed development should also
discount the previous uses of the site as a vehicle sales premises (which may operate under current DA
consents). A full increase in 50 vehicle trips has been applied however given the intersection counts were
undertaken when the subject site was vacant.
4.4.2. Distribution and Assignment
Based on observations of the road network and permissible turning movements, the assumed directional
distribution and assignment of development traffic is summarised in Table 4.2.
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Food and Drink Premises 14PARKING AND TRAFFIC APPRAISAL
Table 4.2: Distribution and Assignment of Development Traffic
Origin Destination
35% from Bathurst Street – West 45% from Bathurst Street – West and North
35% from Bathurst Street – East 35% to Kite Street - East
20% from Endsleigh Avenue – South 20% to Endsleigh Avenue – South
10% to William Street – North
In also assuming a directional split of traffic of 50 per cent inbound and 50 per cent outbound, the net change
in development volumes at the intersection of Bathurst Road/ Endsleigh Avenue/ William Street is illustrated in
Figure 4.2.
Figure 4.2: Weekday PM peak hour site generated traffic volumes
4.4.3. Traffic Impact
The study intersection has been reassessed to include traffic associated with the proposal following full
development. The SIDRA modelling results as summarised in Table 4.3, with the full results included in
Appendix A.
Table 4.3: Post development operation – Bathurst Road/ William Street/ Endsleigh Avenue
Existing Level of Degree of Average delay 95th percentile Level of service
Leg
Service saturation (sec) queue (m) (LOS)
Bathurst Road
A 0.31 10 49 A
(W)
Bathurst Road
A 0.31 10 37 A
(E)
Endsleigh
A 0.07 6 3 A
Avenue (S)
William Street
C 0.31 31 33 C
(N)
Overall A 0.31 13 49 A
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2-6 Bathurst Road, Orange, Proposed Takeaway
Food and Drink Premises 15PARKING AND TRAFFIC APPRAISAL
Table 4.3 demonstrates that the addition of development volumes will result in negligible changes to delay,
with the intersection continuing to operate with an overall Level of Service of A, indicating acceptable delays
and spare capacity.
It is also noted that this assessment is conservative given that that peak trading activity is likely to occur
outside the observed network peak hour between 4:15pm and 5:15pm, and with no discount in traffic applied
for the previous use of the site as a car sales premises.
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2-6 Bathurst Road, Orange, Proposed Takeaway
Food and Drink Premises 16CONCLUSION
5. CONCLUSION
Based on the analysis and discussions presented within this report, the following conclusions are made:
1. The proposed development incorporates a Takeaway Food and Drink Premises that will operate as a
Guzman y Gomez tenancy with 214 square metres floor area and seating for up to 38 customers
(internal and external).
2. The proposal generates a requirement for maximum 15 parking spaces under Orange Development
Control Plan 2004. With provision of 13 parking spaces, the site is expected to accommodate all
parking demands noting the shift in customer preferences for drive-thru facilities. With reinstatement of
existing crossovers, on-street parking supply along the site’s frontage would also increase.
3. The proposed drive-thru facility exceeds the DCP requirements and has been designed to
accommodate 13 queued vehicles within two order lanes. One car space has also been designated as a
waiting bay to further improve efficient operation.
4. The proposed parking layout is consistent with the dimensional requirements as set out in the Orange
DCP 2004 and/ or Australian/New Zealand Standard for Off Street Car Parking (AS/NZS2890.1:2004
and AS/NZS2890.6:2009).
5. Loading is expected to occur from the car park hardstand area out of business hours (e.g. early
morning) so there is no conflict with customer vehicle movements. The site layout is suitable for forward
entry and exit and can be managed internally.
6. The site is expected to draw 100 vehicle movements in the weekday PM peak period, with 50 per cent
of traffic comprising passing trade. The resulting additional trip generation of 50 trips per hour would in
any case occur outside of the surveyed network PM peak hour of 4:15 pm to 5:15 pm.
7. The intersection of Bathurst Road/ Endsleigh Avenue/ William Street operates at a Level of Service of A,
with SIDRA Intersection modelling demonstrating negligible traffic impacts with the addition of
development volumes. As such there is adequate capacity in the surrounding road network to cater for
the traffic generated by the proposal.
8. On this basis, the proposal can be supported from a traffic and transport perspective.
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2-6 Bathurst Road, Orange, Proposed Takeaway
Food and Drink Premises 17APPENDIX: SIDRA MODELLING
RESULTS
A.SIDRA MODELLING RESULTS
N207010 // 19/05/2021
A
Transport Impact Assessment // Issue: A
2-6 Bathurst Road, Orange, Proposed Takeaway
Food and Drink Premises A-1SITE LAYOUT
Site: 101 [BathurstRd/WilliamSt/EndsleighAve - EX Weekday PM]
Site Category: -
Signals - Fixed Time Isolated
SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: GTA CONSULTANTS | Created: Tuesday, 6 April 2021 9:08:21 AM
Project: P:\N20700-20799\N207010 2-6 Bathurst Road, Orange\Modelling\210330sid-N207010 2-6 Bathurst Road, Orange.sip8MOVEMENT SUMMARY
Site: 101 [BathurstRd/WilliamSt/EndsleighAve - EX Weekday PM]
Site Category: -
Signals - Fixed Time Isolated Cycle Time = 80 seconds (Site User-Given Cycle Time)
Variable Sequence Analysis applied. The results are given for the selected output sequence.
Movement Performance - Vehicles
Mov Turn Demand Flows Deg. Average Level of 95% Back of Queue Prop. Effective Aver. No. Average
ID Total HV Satn Delay Service Vehicles Distance Queued Stop Rate Cycles Speed
veh/h % v/c sec veh m km/h
South: Endsleigh Avenue
10 L2 43 2.0 0.047 5.9 LOS A 0.2 1.7 0.27 0.57 0.27 44.3
Approach 43 2.0 0.047 5.9 LOS A 0.2 1.7 0.27 0.57 0.27 44.3
East: Bathurst Road
1 L2 4 2.0 0.233 12.5 LOS A 4.6 34.9 0.50 0.43 0.50 42.3
2 T1 507 10.0 0.233 7.9 LOS A 4.6 35.0 0.50 0.42 0.50 35.3
3 R2 125 2.0 0.309 17.1 LOS B 2.9 20.8 0.61 0.72 0.61 31.6
Approach 637 8.4 0.309 9.8 LOS A 4.6 35.0 0.52 0.48 0.52 34.3
North: William Street
4 L2 114 2.0 0.276 32.8 LOS C 3.7 26.7 0.87 0.76 0.87 23.8
5 T1 47 2.0 0.317 27.6 LOS B 4.5 32.3 0.87 0.75 0.87 32.3
6 R2 91 2.0 0.317 32.2 LOS C 4.5 32.3 0.87 0.75 0.87 23.4
Approach 252 2.0 0.317 31.6 LOS C 4.5 32.3 0.87 0.75 0.87 25.8
West: Bathurst Road
7 L2 106 2.0 0.304 12.9 LOS A 6.2 46.5 0.52 0.54 0.52 35.8
8 T1 557 10.0 0.304 8.4 LOS A 6.3 48.1 0.52 0.49 0.52 34.0
9 R2 14 2.0 0.028 14.0 LOS A 0.3 1.8 0.49 0.63 0.49 37.3
Approach 677 8.6 0.304 9.2 LOS A 6.3 48.1 0.52 0.50 0.52 34.5
All Vehicles 1608 7.3 0.317 12.8 LOS A 6.3 48.1 0.57 0.53 0.57 32.3
Site Level of Service (LOS) Method: Delay (RTA NSW). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Movement Performance - Pedestrians
Mov Demand Average Level of Average Back of Queue Prop. Effective
ID Description Flow Delay Service Pedestrian Distance Queued Stop Rate
ped/h sec ped m
P4 South Full Crossing 53 34.3 LOS D 0.1 0.1 0.93 0.93
P1 East Full Crossing 53 34.3 LOS D 0.1 0.1 0.93 0.93
P2 North Full Crossing 53 34.3 LOS D 0.1 0.1 0.93 0.93
P3 West Full Crossing 53 34.3 LOS D 0.1 0.1 0.93 0.93
All Pedestrians 211 34.3 LOS D 0.93 0.93
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)
Pedestrian movement LOS values are based on average delay per pedestrian movement.
Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: GTA CONSULTANTS | Processed: Thursday, 1 April 2021 10:25:17 AMProject: P:\N20700-20799\N207010 2-6 Bathurst Road, Orange\Modelling\210330sid-N207010 2-6 Bathurst Road, Orange.sip8
MOVEMENT SUMMARY
Site: 101 [BathurstRd/WilliamSt/EndsleighAve - DEV Weekday PM]
Site Category: -
Signals - Fixed Time Isolated Cycle Time = 80 seconds (Site User-Given Cycle Time)
Variable Sequence Analysis applied. The results are given for the selected output sequence.
Movement Performance - Vehicles
Mov Turn Demand Flows Deg. Average Level of 95% Back of Queue Prop. Effective Aver. No. Average
ID Total HV Satn Delay Service Vehicles Distance Queued Stop Rate Cycles Speed
veh/h % v/c sec veh m km/h
South: Endsleigh Avenue
10 L2 67 2.0 0.072 6.0 LOS A 0.4 2.8 0.28 0.58 0.28 44.2
Approach 67 2.0 0.072 6.0 LOS A 0.4 2.8 0.28 0.58 0.28 44.2
East: Bathurst Road
1 L2 23 2.0 0.243 13.1 LOS A 4.8 36.6 0.51 0.46 0.51 41.6
2 T1 498 10.0 0.243 8.5 LOS A 4.9 36.9 0.51 0.45 0.51 34.4
3 R2 125 2.0 0.313 17.8 LOS B 3.0 21.3 0.63 0.72 0.63 31.2
Approach 646 8.2 0.313 10.4 LOS A 4.9 36.9 0.53 0.50 0.53 33.9
North: William Street
4 L2 114 2.0 0.261 31.8 LOS C 3.7 26.2 0.85 0.76 0.85 24.2
5 T1 53 2.0 0.311 26.8 LOS B 4.6 33.0 0.86 0.74 0.86 32.7
6 R2 91 2.0 0.311 31.3 LOS C 4.6 33.0 0.86 0.74 0.86 23.8
Approach 257 2.0 0.311 30.6 LOS C 4.6 33.0 0.86 0.75 0.86 26.3
West: Bathurst Road
7 L2 106 2.0 0.306 13.5 LOS A 6.3 47.1 0.54 0.55 0.54 35.4
8 T1 547 10.0 0.306 8.9 LOS A 6.4 48.8 0.54 0.50 0.54 33.4
9 R2 33 2.0 0.069 14.8 LOS B 0.6 4.5 0.52 0.66 0.52 36.8
Approach 686 8.4 0.306 9.9 LOS A 6.4 48.8 0.54 0.51 0.54 34.1
All Vehicles 1657 7.0 0.313 13.1 LOS A 6.4 48.8 0.57 0.55 0.57 32.5
Site Level of Service (LOS) Method: Delay (RTA NSW). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Movement Performance - Pedestrians
Mov Demand Average Level of Average Back of Queue Prop. Effective
ID Description Flow Delay Service Pedestrian Distance Queued Stop Rate
ped/h sec ped m
P4 South Full Crossing 53 34.3 LOS D 0.1 0.1 0.93 0.93
P1 East Full Crossing 53 34.3 LOS D 0.1 0.1 0.93 0.93
P2 North Full Crossing 53 34.3 LOS D 0.1 0.1 0.93 0.93
P3 West Full Crossing 53 34.3 LOS D 0.1 0.1 0.93 0.93
All Pedestrians 211 34.3 LOS D 0.93 0.93
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)
Pedestrian movement LOS values are based on average delay per pedestrian movement.
Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: GTA CONSULTANTS | Processed: Thursday, 1 April 2021 11:46:42 AMProject: P:\N20700-20799\N207010 2-6 Bathurst Road, Orange\Modelling\210330sid-N207010 2-6 Bathurst Road, Orange.sip8
APPENDIX: DESIGN REVIEW AND
SWEPT PATHS
B.DESIGN REVIEW AND SWEPT
PATHS
N207010 // 19/05/2021
B
Transport Impact Assessment // Issue: A
2-6 Bathurst Road, Orange, Proposed Takeaway
Food and Drink Premises B-15
3100
10000
3110
Z
GOME
4
00
Y
26
00
54
²
ZMAN
188 m
1400
10000
U
GFA-G
2400
3
2400
10000
2600
4000
2600
1475
2
3300
5400
6700
5400
10000
2600
1
10000
10000
10000
A
DESIGNED DESIGN CHECK SCALE 0 1.25 2.5 5 2-6 BATHURST ROAD, ORANGE, NSW, 2080
Melbourne
Sydney
03 9851 9600
02 8448 1800 PRELIMINARY PLAN WARNING R.ZHANG R.HAZELL A3 1:250
Brisbane 07 3113 5000 BEWARE OF UNDERGROUND SERVICES
Adelaide 08 8334 3600
FOR DISCUSSION PURPOSES ONLY THE LOCATIONS OF UNDERGROUND SERVICES ARE
SUBJECT TO CHANGE WITHOUT
GTAconsultants Perth 08 6169 1000
NOTIFICATION
APPROXIMATE ONLY AND THEIR EXACT POSITION
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROVED BY DATE ISSUED CAD FILE NO. CAR PARK COMPLIANCE REVIEW
www.gta.com.au GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
R.HAZELL 19 MAY 2021 N207010-01-P3.DWG
DRAWING NO. N207010-01-01
N207010- 01 SHEET 01
---- OF 06
-P ISSUE .d
P35
3100
10000
3110
Z
GOME
4
00
Y
26
00
54
²
ZMAN
188 m
1400
10000
U
GFA-G
2400
3
2400
10000
2600
4000
2600
1475
2
3300
5400
6700
5400
10000
2600
1
10000
10000
10000
A
DESIGNED DESIGN CHECK SCALE 0 1.25 2.5 5 2-6 BATHURST ROAD, ORANGE, NSW, 2080
Melbourne
Sydney
03 9851 9600
02 8448 1800 PRELIMINARY PLAN WARNING R.ZHANG R.HAZELL A3 1:250
Brisbane 07 3113 5000 BEWARE OF UNDERGROUND SERVICES
Adelaide 08 8334 3600
FOR DISCUSSION PURPOSES ONLY THE LOCATIONS OF UNDERGROUND SERVICES ARE
SUBJECT TO CHANGE WITHOUT
GTAconsultants Perth 08 6169 1000
NOTIFICATION
APPROXIMATE ONLY AND THEIR EXACT POSITION
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROVED BY DATE ISSUED CAD FILE NO. VEHICLE SWEPT PATH ASSESSMENT
www.gta.com.au GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
R.HAZELL 19 MAY 2021 N207010-01-P3.DWG
DRAWING NO. N207010-01-02
N207010- 02 SHEET 02
---- OF 06
-P ISSUE .d
P35
3100
10000
3110
Z
GOME
4
00
Y
26
00
54
²
ZMAN
188 m
1400
10000
U
GFA-G
2400
3
2400
10000
2600
4000
2600
1475
2
3300
5400
6700
5400
10000
2600
1
10000
10000
10000
A
DESIGNED DESIGN CHECK SCALE 0 1.25 2.5 5 2-6 BATHURST ROAD, ORANGE, NSW, 2080
Melbourne
Sydney
03 9851 9600
02 8448 1800 PRELIMINARY PLAN WARNING R.ZHANG R.HAZELL A3 1:250
Brisbane 07 3113 5000 BEWARE OF UNDERGROUND SERVICES
Adelaide 08 8334 3600
FOR DISCUSSION PURPOSES ONLY THE LOCATIONS OF UNDERGROUND SERVICES ARE
SUBJECT TO CHANGE WITHOUT
GTAconsultants Perth 08 6169 1000
NOTIFICATION
APPROXIMATE ONLY AND THEIR EXACT POSITION
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROVED BY DATE ISSUED CAD FILE NO. VEHICLE SWEPT PATH ASSESSMENT
www.gta.com.au GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
R.HAZELL 19 MAY 2021 N207010-01-P3.DWG
DRAWING NO. N207010-01-03
N207010- 03 SHEET 03
---- OF 06
-P ISSUE .d
P35
3100
10000
3110
Z
GOME
4
00
Y
26
00
54
²
ZMAN
188 m
1400
10000
U
GFA-G
2400
3
2400
10000
2600
4000
2600
1475
2
3300
5400
6700
5400
10000
2600
1
10000
10000
10000
A
DESIGNED DESIGN CHECK SCALE 0 1.25 2.5 5 2-6 BATHURST ROAD, ORANGE, NSW, 2080
Melbourne
Sydney
03 9851 9600
02 8448 1800 PRELIMINARY PLAN WARNING R.ZHANG R.HAZELL A3 1:250
Brisbane 07 3113 5000 BEWARE OF UNDERGROUND SERVICES
Adelaide 08 8334 3600
FOR DISCUSSION PURPOSES ONLY THE LOCATIONS OF UNDERGROUND SERVICES ARE
SUBJECT TO CHANGE WITHOUT
GTAconsultants Perth 08 6169 1000
NOTIFICATION
APPROXIMATE ONLY AND THEIR EXACT POSITION
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROVED BY DATE ISSUED CAD FILE NO. VEHICLE SWEPT PATH ASSESSMENT
www.gta.com.au GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
R.HAZELL 19 MAY 2021 N207010-01-P3.DWG
DRAWING NO. N207010-01-04
N207010- 04 SHEET 04
---- OF 06
-P ISSUE .d
P35
3100
10000
3110
Z
GOME
4
00
Y
26
00
54
²
ZMAN
188 m
1400
10000
U
GFA-G
2400
3
2400
10000
2600
4000
2600
1475
2
3300
5400
6700
5400
10000
2600
1
10000
10000
10000
A
DESIGNED DESIGN CHECK SCALE 0 1.25 2.5 5 2-6 BATHURST ROAD, ORANGE, NSW, 2080
Melbourne
Sydney
03 9851 9600
02 8448 1800 PRELIMINARY PLAN WARNING R.ZHANG R.HAZELL A3 1:250
Brisbane 07 3113 5000 BEWARE OF UNDERGROUND SERVICES
Adelaide 08 8334 3600
FOR DISCUSSION PURPOSES ONLY THE LOCATIONS OF UNDERGROUND SERVICES ARE
SUBJECT TO CHANGE WITHOUT
GTAconsultants Perth 08 6169 1000
NOTIFICATION
APPROXIMATE ONLY AND THEIR EXACT POSITION
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROVED BY DATE ISSUED CAD FILE NO. VEHICLE SWEPT PATH ASSESSMENT
www.gta.com.au GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
R.HAZELL 19 MAY 2021 N207010-01-P3.DWG
DRAWING NO. N207010-01-05
N207010- 05 SHEET 05
---- OF 06
-P ISSUE .d
P35
3100
10000
3110
Z
GOME
4
00
Y
26
00
54
²
ZMAN
188 m
1400
10000
U
GFA-G
2400
3
2400
10000
2600
4000
2600
1475
2
3300
5400
6700
5400
10000
2600
1
10000
10000
10000
A
DESIGNED DESIGN CHECK SCALE 0 1.25 2.5 5 2-6 BATHURST ROAD, ORANGE, NSW, 2080
Melbourne
Sydney
03 9851 9600
02 8448 1800 PRELIMINARY PLAN WARNING R.ZHANG R.HAZELL A3 1:250
Brisbane 07 3113 5000 BEWARE OF UNDERGROUND SERVICES
Adelaide 08 8334 3600
FOR DISCUSSION PURPOSES ONLY THE LOCATIONS OF UNDERGROUND SERVICES ARE
SUBJECT TO CHANGE WITHOUT
GTAconsultants Perth 08 6169 1000
NOTIFICATION
APPROXIMATE ONLY AND THEIR EXACT POSITION
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROVED BY DATE ISSUED CAD FILE NO. VEHICLE SWEPT PATH ASSESSMENT
www.gta.com.au GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
R.HAZELL 19 MAY 2021 N207010-01-P3.DWG
DRAWING NO. N207010-01-06
N207010- 06 SHEET 06
---- OF 06
-P ISSUE .d
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