Traffic and Transport Assessment Traffic and
Transcription
Traffic and Transport Assessment Traffic and
Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East CG130604 Prepared for Bibelston Pty Ltd atf The Tomand Trust 16 December 2013 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East Document Information Prepared for Bibelston Pty Ltd atf The Tomand Trust Project Name 315-319 Burwood Highway, Burwood East File Reference CG130604REP001F01.docx Job Reference CG130604 Date 16 December 2013 Contact Information Cardno Victoria Pty Ltd Trading as Cardno ABN 47 106 610 913 150 Oxford Street, Collingwood Victoria 3066 Australia Telephone: (03) 8415 7777 Facsimile: (03) 8415 7788 International: +61 3 8415 7777 [email protected] www.cardno.com Document Control Version Date Author F01 16/12/13 Julian Stone Author Initials Reviewer Reviewer Initials Andrew Carr © Cardno. Copyright in the whole and every part of this document belongs to Cardno and may not be used, sold, transferred, copied or reproduced in whole or in part in any manner or form or in or on any media to any person other than by agreement with Cardno. This document is produced by Cardno solely for the benefit and use by the client in accordance with the terms of the engagement. Cardno does not and shall not assume any responsibility or liability whatsoever to any third party arising out of any use or reliance by any third party on the content of this document. 16 December 2013 Cardno ii Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East Table of Contents 1 Introduction 5 2 Background and Existing Conditions 6 2.1 2.2 2.3 2.4 2.5 2.6 2.7 3 4 5 6 8 6 7 7 8 8 9 10 11 12 12 12 13 Proposed Development 14 3.1 3.2 3.3 14 14 15 General Car Parking and Access Bicycle Parking Design Considerations 16 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 16 16 17 17 17 17 18 18 Car Parking Spaces Ramp Grades and Access Pedestrian Sight Lines Bicycle Parking and Access Car Garages Internal Roadway Height Clearances Garbage Collection and Loading Bicycle Parking Considerations 19 Car Parking Considerations 20 6.1 6.2 6.3 20 20 21 21 21 21 6.4 7 Location and Land Use Previous Approval Planning Zones Road Network 2.4.1 Burwood Highway 2.4.2 Mahoneys Road Parking Surveys Traffic Volumes Sustainable Transport 2.7.1 TravelSmart Map 2.7.2 Public Transport 2.7.3 Bicycle Network Statutory Car Parking Requirements Proposed Car Parking Provision Car Parking Demand Assessment 6.3.1 Case Studies 6.3.2 Anticipated Parking Demand Other Considerations Traffic Considerations 22 7.1 7.2 7.3 7.4 7.5 7.6 22 22 23 23 24 25 Traffic Generation Traffic Distribution Generated Traffic Volumes Future Traffic Volumes Intersection Analysis Previous Traffic Impact Conclusions 16 December 2013 26 Cardno iii Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East Appendices Appendix A Swept Path Diagrams Tables Table 2-1 Public Transport Provision 12 Table 3-1 Proposed Development 14 Table 5-1 Planning Scheme Bicycle Parking Requirements – Clause 52.34 19 Table 6-1 Planning Scheme Car Parking Requirements – Clause 52.06-5 20 Table 7-1 Generated Traffic Volumes 22 Table 7-2 Directional Traffic Distribution 22 Table 7-3 Rating of Degrees of Saturation 24 Table 7-4 Existing/Future SIDRA Intersection Analysis Summary 24 Figures Figure 2-1 Site Location 6 Figure 2-2 Planning Scheme Zones 7 Figure 2-3 Burwood Highway (eastbound carriageway) looking west near the subject site 8 Figure 2-4 Mahoneys Road looking south towards the intersection with Burwood Highway 9 Figure 2-5 On-Street Parking Survey Results 10 Figure 2-6 Turning Movement Counts 11 Figure 2-7 TravelSmart Map 12 Figure 2-8 Principal Bicycle Network 13 Figure 3-1 Site Access and Car Park Layout 15 Figure 7-1 Generated Traffic Volumes 23 Figure 7-2 Future Traffic Volumes 23 16 December 2013 Cardno iv Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 1 Introduction Cardno was retained by Bibelston Pty Ltd atf The Tomand Trust to undertake a traffic and transport assessment of the proposed residential development at 315-319 Burwood Road, Burwood East. In the course of preparing this assessment, the subject site and its environs have been inspected, plans of the development examined, and all relevant traffic and parking data collected and analysed. 16 December 2013 Cardno 5 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 2 Background and Existing Conditions 2.1 Location and Land Use The subject site is located at the north-east corner of the intersection between Burwood Highway and Mahoneys Road, as shown in Figure 2-1. Figure 2-1 Site Location Subject Site Copyright © Discway Maps The subject site has most recently been a vacant lot, while previous uses have included a Crown Coaches depot. The site has a frontage to Mahoneys Road of approximately 80m, a frontage to Burwood Highway of approximately 50m and a frontage to the service road off Burwood Highway of approximately 30m. The site is bordered on its northern side by residential dwellings and on its western side by a commercial development. The subject site includes three crossovers to Mahoneys Road, one crossover to Burwood Highway and one crossover to the Burwood Highway service road. Other uses in the vicinity of the site include a mix of residential, commercial and sporting grounds. Of note, the Peter James Centre is located on the opposite side of Mahoneys Road, the Burwood East Reserve is located on the opposite side of Burwood Highway and the Tally Ho Business Park is located to the southeast. 16 December 2013 Cardno 6 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 2.2 Previous Approval In March 2010 a Panel Report was prepared for Amendment C117 to the Whitehorse Planning Scheme and the joint Planning Application WH/2008/522 for the subject site. The application was approved, with a four storey office building with basement car parking and single storey supermarket and retail building on the subject site. With regard to traffic and transport, the previous approved development generated a peak car parking demand for 251 spaces, which was suitably accommodated by the proposed provision of 259 car spaces. It is noted that this was a reduced car parking provision from the requirements of Clause 52.06 of the Planning Scheme. The development was expected to generate in the order 326 vehicle movements during the Friday commuter peak hour. The panel report concluded that the projected traffic volumes could be accommodated by the surrounding road network. 2.3 Planning Zones Figure 2-2 shows the location of the site and the Whitehorse Planning Scheme Zones. Figure 2-2 Planning Scheme Zones Subject Site Figure 2-2 demonstrates that the subject site is located within the Mixed Use Zone (MUZ). The permitted uses for the MUZ are listed in Clause 32.04 of the Whitehorse Planning Scheme. 16 December 2013 Cardno 7 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 2.4 Road Network 2.4.1 Burwood Highway Burwood Highway is a major arterial road orientated generally east-west between Warrigal Road in the west to Monbulk Road in the east. To the west of Warrigal Road, the road continues as Toorak Road. In the vicinity of the site, Burwood Highway comprises two separate carriageways with three traffic lanes each. The carriageways are separated by a median of approximately 15m which includes tram lines in each direction, as shown in Figure 2-3. At the frontage of the site there is a service road which runs off Burwood Highway on the northern side of the highway. The service road provides for kerbside parking on its northern face which is generally unrestricted. At the frontage of the subject site, a speed limit of 80km/h applies. Figure 2-3 Burwood Highway (eastbound carriageway) looking west near the subject site 16 December 2013 Cardno 8 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 2.4.2 Mahoneys Road Mahoneys Road is a local road orientated north-south between Burwood Highway in the south and Canterbury Road in the north. In the vicinity of the site, Mahoneys Road comprises a pavement width of approximately 12m, allowing for a traffic lane in each direction and kerbside parking on each side of the road, as shown in Figure 2-4. At the frontage of the subject site, a speed limit of 50km/h applies. The intersection between Burwood Highway and Mahoneys Road allows for vehicles to turn left and right-in to Mahoneys Road from Burwood Highway however vehicles from Mahoneys Road to Burwood Highway are only able to turn left. Figure 2-4 Mahoneys Road looking south towards the intersection with Burwood Highway 16 December 2013 Cardno 9 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 2.5 Parking Surveys To better understand the parking characteristics in the area, Trans Traffic Surveys were commissioned to undertake on-street parking occupancy surveys in the vicinity of the site on Thursday 29 August and Saturday 31 August 2013. The surveys were conducted hourly on the Thursday from 4:00pm to 8:00pm and on the Saturday from 11:00am to 8:00pm. The survey area included the Burwood Highway service road and Mahoneys Road (from Burwood Highway to de Havilland Avenue) which has an on-street parking capacity for 65 spaces. On the Thursday the peak occupancy occurred at 4:00pm when 51 of the 65 spaces were occupied (78% occupancy). On the Saturday the peak occupancy occurred at 1:00pm and 2:00pm when 41 of the 65 spaces were occupied (63% occupancy, 24 spaces available). Outside of business hours (9:00am-5:00pm) on the Thursday there were no less than 31 spaces unoccupied and available for use. The results of the surveys are shown graphically in Figure 2-5. Figure 2-5 On-Street Parking Survey Results 70 60 51 50 40 34 41 30 20 24 10 0 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM Saturday Parking Occupancy Thursday Parking Occupancy On-Street Parking Capacity 16 December 2013 Cardno 10 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 2.6 Traffic Volumes Turning movement counts were undertaken for the intersection of Burwood Highway and Mahoneys Road on Thursday 29 August (4:00pm-7:00pm) and Friday 30 August (7:00am-9:00am). The peak hour began on the Thursday at 5:15pm and on the Friday at 7:45am. The results of the turning movement counts are shown in Figure 2-6. Figure 2-6 Turning Movement Counts In addition, gap surveys were also undertaken on Burwood Highway at the intersection with Mahoneys Road on Thursday 29 August (4:00pm-7:00pm) and Friday 30 August (7:00am-9:00am). A gap analysis has been undertaken to determine the capacity for vehicles to make a left turn from Mahoneys Road into Burwood Highway heading eastbound. For the gap analysis a gap time of five seconds and headway time of three seconds has been adopted. The surveys identified that on the Thursday during the peak hour (5:15pm-6:15pm) there were 173 gaps with a capacity for 330 vehicles and on the Friday during the peak hour (7:45am-8:45am) there were 184 gaps with a capacity for 315 vehicles. 16 December 2013 Cardno 11 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 2.7 Sustainable Transport 2.7.1 TravelSmart Map The TravelSmart map for the City of Whitehorse in the vicinity of the site is shown in Figure 2-7. Figure 2-7 TravelSmart Map Subject Site 2.7.2 Public Transport The site has good public transport accessibility, with the following services located within close proximity, as indicated in Table 2-1. Table 2-1 Public Transport Provision Service Route No’s Route Description Nearest Stop Tram 75 City (Spencer St) - Vermont South Burwood Highway Bus 732 Box Hill - Upper Ferntree Gully via Vermont South, Knox City, Mountain Gate Burwood Highway 735 Box Hill to Nunawading Hawthorn Road 736 Mitcham - Blackburn via Vermont South, Glen Waverley, Forest Hill Hawthorn Road 765 Mitcham - Box Hill via Brentford Square, Forest Hill, Blackburn Hawthorn Road 902 Chelsea - Airport West (SMARTBUS Service) Springvale Road 16 December 2013 Cardno 12 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 2.7.3 Bicycle Network Melbourne’s Principal Bicycle Network (PBN) was established in 1994 and provides maps of major bicycle routes around Melbourne and surrounding suburbs. The PBN maps show a network of cycle routes that provide access and connectivity between key destinations. The PBN has recently been updated in draft form, as shown in Figure 2-8. The draft PBN includes Mahoneys Road and the shared path to the west of the site as part Principal Bicycle Routes, providing excellent access to the subject site. Figure 2-8 Principal Bicycle Network Subject Site 16 December 2013 Cardno 13 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 3 Proposed Development 3.1 General Based on the plans prepared by Plus Architecture, it is proposed to redevelop the site for the purposes of a residential development, containing a six storey apartment building with roof deck, and townhouse dwellings. The development schedule is shown in Table 3-1. Table 3-1 Proposed Development Component No/Area Apartments - 1 bedroom - 2 bedroom 23 82 Townhouses 45 3.2 Car Parking and Access A single garage parking space is proposed for each of the townhouses with access provided via the internal roadways which connect to the external road network via a crossover to the service road from Burwood Highway, and Mahoneys Road. Also accessed from the internal road network are 15 visitor parking spaces. Two of the townhouses have three bedrooms and a double garage. Parking for the apartments is proposed via a car park within the ground and first floors, having access to Mahoneys Road via two separate crossovers. The ground floor car park includes 65 parking spaces and the first floor car park includes 46 parking spaces. There are a number of spaces which are proposed as part of a car shifter system which will provide independent access to each of the spaces. The proposed four vehicle access points to the site results in the existing crossover to Burwood Highway being reinstated as kerb and channel as well as modifications to the existing crossovers to Mahoneys Road. The layout of the site is shown in Figure 3-1. 16 December 2013 Cardno 14 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East Figure 3-1 Site Access and Car Park Layout Internal Road Access Apartment Mahoneys Road First Floor Car Park Ground Floor Car Park Internal Road Access Service Road Visitor Parking 3.3 Bicycle Parking A 32 space bicycle parking is shown for the residential apartments within a secure compound on the ground floor, with bicycle parking for the townhouses to be accommodated within the garages of each dwelling. A further 4 visitor bicycle spaces are proposed located on-site at the south east corner. 16 December 2013 Cardno 15 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 4 Design Considerations 4.1 Car Parking Spaces The car park and access design has been assessed against the requirements of the Whitehorse Planning Scheme and the Australian Standard for off-street car parking (AS/NZS 2890.1). The parking spaces within the apartment building have generally been designed with dimensions of 2.6m wide, by 4.9m long and accessed from an aisle width of at least 6.4m, in accordance with Clause 52.06 of the Planning Scheme. It is noted that there are columns which restrict the aisles in some points to less than the 6.4m required in the Planning Scheme. To demonstrate that these spaces are accessible for the B85 design vehicle swept path diagrams have been prepared and are attached as Appendix A. Where parking spaces are located adjacent a hard wall they have been widened by an additional 0.3m to assist with door opening. Aisle extensions have been provided to assist with access to the parking spaces at the end of the aisle. Swept path diagrams have been prepared to demonstrate that the spaces at the end of the aisles are accessible by a B85 design vehicle, and are attached as Appendix A. Columns are shown located outside of the clearance envelope given in Clause 52.06 of the Planning Scheme. There are a number of spaces on each of the parking levels within the apartment building which are provided behind another parking space. To ensure that these spaces can be independently accessed it is proposed to install car shuffler systems which shift parking spaces horizontally so that the parking spaces at the rear can be accessed. The car shuffler systems are shown with dimensions of 2.6m wide by 5.6m long. These dimensions allow for a Klaus Parkboard PQ system, or similar product, to be accommodated which has a platform width of 2.58m, able to accommodate vehicles to a length of 5.0m and width of 2.28m. The columns are shown located outside of the shuffler system so that they will not block the shifting platforms. 4.2 Ramp Grades and Access Vehicle access to the car park within the apartment building is proposed via one of two crossovers to Mahoneys Road, each with a width of 6.1m to allow two-way traffic. The ramp between the ground floor and the first floor car park has a maximum grade of 1:5.2 over 15.65m, with grade transitions of 1:8 over 2m at each end of the ramp, in accordance with Clause 52.06 of the Planning Scheme. The grade within the initial 6m from the frontage of the site has a grade of 1:10 in accordance with the Planning Scheme. 16 December 2013 Cardno 16 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 4.3 Pedestrian Sight Lines The two access points to the internal roadway which accesses the townhouses each provide clear site lines for vehicles exiting the site to spot pedestrians on the footpath at the frontage of the site. According to Clause 52.06 of the Planning Scheme the two accessways to the apartment building car park require sight triangles which are 50 percent clear of visual obstructions extending at least 2m along the frontage of the site from the exit lane and 2.5m along the exit lane from the frontage. As the two access points are provided with two lanes then strictly speaking the sight triangle clearances are only required on the exit lane side of the access points. The proposed development is to provide mirrors and signage to improve safety for passing pedestrians in-lieu of sight triangles. It is noted that the access point to the first floor car park will have vehicles leaving the site after coming down a ramp which means that it is easier for departing vehicles to hold position while giving way to pedestrians. 4.4 Bicycle Parking and Access A bicycle parking compound is shown within the ground floor of the apartment building with 32 bicycle spaces. The bicycle parking facilities are shown as vertically hung bike racks with a separation of 0.45m between racks, length of 1.2m and area behind the rack of 1.5m. These dimensions are in accordance with the Bicycle Victoria product sheet for a ‘Ned Kelly’ bicycle parking rail when staggered in height. Access to the bicycle parking compound is proposed from the lobby which is accessed from the Mahoneys Road frontage. 4.5 Car Garages The garages for the townhouses have minimum internal lengths of 6m which is in accordance with Clause 52.06 of the Planning Scheme, however the majority of the garages have widths which do not meet the required 3.5m. They generally have minimum widths of 3m which is considered to accommodate the B99 design vehicle which has a width of 1.94m. The internal width of 3.0m accords with the requirements of AS2890.1-2004 for an enclosed garage. It is noted that the additional area required as part of the Planning Scheme dimensioned single garages is for use as storage space for bikes and bins, amongst others. The plans show that the garages have areas outside of the minimum dimensions discussed, which can be used for storage. Considering this the proposed garages are considered to accommodate a parked vehicle and meet the storage demands of residents. 4.6 Internal Roadway The internal roadway provides access to the townhouses with access to Mahoneys Road and the Burwood Highway service road. The road includes a section in the north-east portion of the site which has a minimum width of approximately 3.9m, apart from this the minimum width of the road throughout the site is shown as 4m. Strictly speaking this minimum width restricts the internal roadway to one lane of traffic however it is noted that there are a number of passing opportunities along the length of the road at the access points to the driveways. Swept paths have been prepared which show a vehicle propping within a garage accessway as another vehicle passes in the opposite direction. This is considered to be an appropriate arrangement given the relatively low speeds and volumes which will be using the roadway. Appendix A shows swept paths of passing vehicles. Access to the visitor parking spaces beneath the canopy of the apartment building is provided via the internal roadway. The internal roadway provides these spaces with a reduced accessway width from the Planning Scheme required width of 6.4m. Swept paths have been prepared and are included within Appendix A which demonstrates access to these spaces. The internal roadway has been designed to allow an 8.8m loading-vehicle/service-vehicle to circulate the site. The 8.8m design vehicle is also larger than the MFB mark 4 pumper truck, and is thus considered an appropriate design vehicle for fire services vehicle access. The swept paths showing the 8.8m rigid vehicle circulating the site are attached within Appendix A. 16 December 2013 Cardno 17 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 4.7 Height Clearances A minimum height clearance of 2.1m is provided throughout the car parking levels in accordance with Clause 52.06 of the Planning Scheme. 4.8 Garbage Collection and Loading As noted above, the internal roadway has been designed to accommodate an 8.8m loading vehicle which will be used to collect waste within the site. A bin storage area is shown at the front of the roadway leading to the apartment visitor spaces which will result in the garbage collection vehicle not having to travel up this cul-de-sac section of the internal roadway. 16 December 2013 Cardno 18 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 5 Bicycle Parking Considerations The bicycle parking provision requirements are specified under Clause 52.34 of the Planning Scheme for various uses. For a residential use, Clause 52.34 specifies the following: Table 5-1 Planning Scheme Bicycle Parking Requirements – Clause 52.34 Component Dwelling Area/No 150 Requirement Rate Total 1 space per 5 dwellings for residents 1 space per 10 dwellings for visitors 30 15 It is considered that the garages provided for the townhouses are large enough to accommodate a bicycle where required. As such it is recommended that resident bicycle parking need only be provided for apartment residents. The proposed development is therefore considered to generate a demand for 21 spaces for residents (105/5 = 21) and the 15 spaces for visitors (15=150/10). A total of 36 bicycle parking spaces are to be provided to meet the statutory requirements for the proposed development, with 21 spaces for apartment residents and 15 visitor spaces. Townhouse resident bicycle parking is to occur in garages. 16 December 2013 Cardno 19 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 6 Car Parking Considerations 6.1 Statutory Car Parking Requirements Clause 52.06 of the Whitehorse Planning Scheme specifies the following car parking provision requirements for residential developments. Table 6-1 Planning Scheme Car Parking Requirements – Clause 52.06-5 Use Area/ No. Rate Car Parking Measure Total Dwelling 148 1 to each one or two bedroom dwelling, plus 148 spaces 2 2 to each three or more bedroom dwelling (with studies or studios that are separate rooms counted as bedrooms), plus 4 spaces 150 1 for visitors to every 5 dwellings for developments of 5 or more dwellings 30 spaces Total 182 spaces Considering the Planning Scheme requirements, a total of 182 parking spaces should be provided for the development, consisting of 152 spaces for residents and 30 spaces for visitors 6.2 Proposed Car Parking Provision It is proposed to provide a single garage for each of the two bedroom townhouses and two spaces for each of the three bedroom townhouses, to meet the residential parking requirements of Clause 52.06 for residents. Within the ground and first floor car parks, 105 spaces are to be provided for use by residents of the apartments to meet the requirements of Clause 52.06. Visitor parking is provided on the ground floor of the site, accessed from the internal roadway which also provides access to the townhouses. There are a total of 15 spaces proposed for use by visitors which represents a shortfall from the Planning Scheme requirements by 15 spaces. Clause 52.06-6 of the Whitehorse Planning Scheme states that an application to reduce or waive the requirement for car spaces must be accompanied by a Car Parking Demand Assessment, which includes an assessment of the following: > The short-stay and long-stay car parking demand likely to be generated by the proposed use. > The availability of public transport in the locality of the land. > The anticipated car ownership rates of likely or proposed visitors to or occupants (residents or employees) of the land. > Any empirical assessment or case study. 16 December 2013 Cardno 20 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 6.3 Car Parking Demand Assessment 6.3.1 Case Studies Case study data for residential visitor parking held by Cardno shows that residential visitor parking demands vary throughout the day, with peak visitor parking demands typically occurring after 5:00pm on weekdays and on weekends. The results of these surveys indicate that the weekend and after hours visitor parking demand is generally in the order of half the peak level. Adopting the Planning Scheme visitor parking rates as a basis for this assessment indicates a visitor parking demand of 0.2 spaces per apartment after 5:00pm on weekdays and on weekends, with a lower demand of 0.1 spaces per apartment adopted during weekday business hours. Applying these rates to the proposed 150 residential dwellings equates to a weekday evening and weekend visitor parking demand for 30 spaces, with a visitor parking demand for up to 15 spaces expected during business hours. 6.3.2 Anticipated Parking Demand As noted previously, the proposed provision of parking for residents of the development meets the requirements of Clause 52.06 of the Planning Scheme. The proposed provision of 15 on-site spaces for use by visitors to the development is expected to meet the visitor demands during weekday business hours. Outside of weekday business hours the expected peak demand for 30 visitor parking spaces exceeds the provision of on-site visitor parking, representing a shortfall of 15 spaces. 6.4 Other Considerations Clause 52.06-6 of the Whitehorse Planning Scheme further states that a permit may be granted to reduce the number of spaces below the likely demand assessed by the Car Parking Demand Assessment, giving consideration to the following, as appropriate: > The Car Parking Demand Assessment. > Any relevant local planning policy or incorporated plan. > On street parking in residential zones in the locality of the land that is intended to be for residential use. > Access to or provision of alternative transport modes to and from the land. > Any other matter specified in a schedule to the Parking Overlay. > Any other relevant consideration. As detailed within the Car Parking Demand Assessment, the expected parking demands of the proposed development produce a shortfall for visitor parking of up to 15 spaces, outside of weekday business times. The parking surveys, within section Figure 2-5, identify that outside of business hours there were no less than 24 spaces within the surveyed area unoccupied at any time, with a larger number of spaces becoming available outside of business hours. It is considered that the peak visitor parking demand can be partially accommodated within the on-site parking for visitors of 15 spaces, with the further demand for up to 15 further spaces accommodated by the availability of not less than 24 spaces on-street in the immediate area. The visitor parking is thus expected to be accommodated through a combination of on-site visitor parking, and on-street parking available in the immediate area. 16 December 2013 Cardno 21 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 7 Traffic Considerations 7.1 Traffic Generation It is generally accepted that single dwelling lots in outer urban areas generate traffic at a rate of up to 8-10 vehicles per day per lot. Multi-unit and higher density dwelling lots in outer urban areas generate lower levels of traffic, typically in the order of 5-7 vehicle movements per day, subject to location and proximity to public transport and retail/services. Recent surveys undertaken by Cardno at apartment complexes in Toorak, South Yarra, Jolimont and most recently Beacon Cove have shown daily traffic generation rates ranging from 2.5 to 4.6 movements per unit with peak hour generation rates of between 0.25 and 0.5 vehicle movements per unit with an allocated parking space. For the purpose of this assessment and considering the parking allocations of the different components of the development, a daily traffic generation rate of 5 movements per apartment and 6 movements per townhouse has been adopted, with 10 percent of these movements occurring during the peak hour periods. Furthermore, a distribution of 80% inbound and 20% outbound in the AM peak hour and 60% inbound and 40% outbound in the PM peak hour has been adopted based on case study data. The anticipated traffic volumes generated by the proposed development are shown in Table 7-1 Table 7-1 Component Generated Traffic Volumes Number Peak Hour Traffic Generation Rate Total Peak Hour Movements AM Peak Movements PM Peak Movements Inbound Outbound Inbound Outbound Apartments 105 0.5 movements per dwelling 53 11 42 32 21 Townhouses 45 0.6 movements per dwelling 27 5 22 16 11 80 16 64 48 32 Total 7.2 Traffic Distribution Considering the characteristics of the surrounding area, in particular the location of retail precincts and the direction of central Melbourne, the directional distribution shown in Table 7-2 has been adopted. Table 7-2 Directional Traffic Distribution Direction Percentage North 20% East 20% West 60% It is anticipated that the outbound townhouse traffic heading westbound will predominantly exit the site to the Burwood Highway service road and do a u-turn on Burwood Highway with a small portion exiting onto Mahoneys Road and then making a u-turn further east on Burwood Highway. Of the vehicles exiting from the apartment building onto Mahoneys Road which are to be heading westbound, it is expected that the majority of the vehicles will head east on Burwood Highway and then perform a u-turn, with a small proportion heading north on Mahoneys Road and using the local road network to ultimately head eastbound. 16 December 2013 Cardno 22 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 7.3 Generated Traffic Volumes Applying the traffic generation rates and distributions detailed above it is expected that the following additional vehicle movements will be distributed to the intersection of Burwood Highway and Mahoneys Road during the AM and PM peaks, as shown in Figure 7-1. Figure 7-1 Generated Traffic Volumes 7.4 Future Traffic Volumes By superimposing the expected traffic volumes shown in Figure 7-1 to the existing traffic volumes shown in Figure 2-6, the future traffic volumes shown in Figure 7-2 could be expected. Figure 7-2 Future Traffic Volumes 16 December 2013 Cardno 23 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 7.5 Intersection Analysis To determine the impact that the proposed development will have on the intersection of Burwood Highway and Mahoneys Road, the intersection was analysed using SIDRA Intersection for the existing and expected future conditions. This computer package, originally developed by the Australian Road Research Board, provides information about the capacity of an intersection in terms of a range of parameters, as described below: Degree of Saturation (D.O.S.) is the ratio of the volume of traffic observed making a particular movement compared to the maximum capacity for that movement. Various values of degree of saturation and their rating are shown in Table 7-3. Table 7-3 Rating of Degrees of Saturation D.O.S. Rating Up to 0.6 Excellent 0.6 to 0.7 Very Good 0.7 to 0.8 Good 0.8 to 0.9 Fair 0.9 to 1.0 Poor Above 1.0 Very Poor The 95th Percentile (95%ile) Queue represents the maximum queue length, in metres, that can be expected in 95% of observed queue lengths in the peak hour; and Average Delay is the delay time, in seconds, which can be expected over all vehicles making a particular movement in the peak hour. The results of the SIDRA Intersection analysis are summarised in Table 7-4. Table 7-4 Existing/Future SIDRA Intersection Analysis Summary PM Peak AM Peak Approach Existing Conditions Future Conditions Degree of Saturation th 95 %ile Queue Average Delay Degree of Saturation 95th%ile Queue Average Delay Mahoneys Road - North 0.645 26.4 m 25.9 sec 0.728 33.9 m 28.9 sec Burwood Highway - West 0.206 2.5 m 1.2 sec 0.208 3.7 m 1.6 sec Sports Ground Access - South 0.021 0.5 m 25.2 sec 0.021 0.5 m 25.7 sec Burwood Highway - East 0.277 3.7 m 0.8 sec 0.281 3.9 m 0.8 sec Intersection 0.645 26.4 m 2.9 sec 0.728 33.9 m 3.4 sec Mahoneys Road - North 0.349 9.7 m 23.2 sec 0.399 11.6 m 24.1 sec Burwood Highway - West 0.232 5.8 m 1.8 sec 0.252 6.5 m 2.1 sec Sports Ground Access - South 0.116 2.7 m 20.7 sec 0.118 2.7 m 20.9 sec Burwood Highway - East 0.377 10.2 m 2.3 sec 0.417 11.5 m 2.5 sec Intersection 0.377 10.2 m 3.0 sec 0.417 11.6 m 3.3 sec The SIDRA analysis indicates that the traffic generated by the proposed development will have minimal impact on the operation of the intersection between Burwood Highway and Mahoneys Road and that the intersection will continue to operate within capacity following the proposed development of the site. 16 December 2013 Cardno 24 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East The SIDRA analysis shows that the busiest operation of the subject intersection is during the AM peak when the intersection is shown to operate with a degree of saturation of 0.728 post development of the site. It is noted that this represents an increase of just 0.083 to the degree of saturation for this intersection. The primary impact on this intersection is isolated to the north leg on Mahoneys Road which sees slight increases to the 95th percentile queue and average delays. The increase of the 95th percentile queue by 7.5m is equivalent to less than two additional vehicles at the northern approach to the intersection. It is noted that the post development average queue lengths on the northern approach to the subject intersection are determined to be 13.7m during the AM peak, representing an increase of just 3.1m with the traffic generated by the proposal. There are minimal delays to traffic movements on Burwood Highway as a result of the additional traffic generated by the proposed development. The SIDRA analysis adopted default bunching parameters of 10% and 15% for the west and east approaches, respectively. Observations of the intersection indicate that the actual percentage of vehicles within bunches is significantly higher. It is considered that this assessment is conservative as the traffic on Burwood Highway is coordinated by the nearby intersections to travel in bunches, therefore creating additional access opportunities for surrounding access streets. Given the existing and future operation of the Burwood Highway and Mahoneys Road intersection, it is considered that the relative change to intersection operation is minimal and the network will continue to operate within its capacity. 7.6 Previous Traffic Impact It is noted that the peak anticipated traffic generation of 80 vehicles per hour is considerably less than the previously approved peak hour traffic generation of 329 vehicles per hour for the Planning Application WH/2008/522. The previous approval for the site also included a majority of vehicle movements generated to the intersection of Burwood Highway and Mahoneys Road. The proposed development is considered to have less of an impact on the surrounding road network than the previously approved scheme. 16 December 2013 Cardno 25 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 8 Conclusions Based on the foregoing analysis it is concluded that; > It is proposed to redevelop the site for the purpose of a residential development, comprising 105 apartments and 45 townhouses; > The proposed layout and design of the car park has been assessed against the Whitehorse Planning Scheme and the Australian Standards, with swept path diagrams prepared to demonstrate access to the more restricted spaces; > Bicycle parking facilities are to be provided to meet the requirements of Clause 52.34 of the Planning Scheme; > The provision of one space to each of the two bedroom townhouses, two spaces to each of the three bedroom townhouses and one space for each of the residential apartments meets the parking provision requirements of Clause 52.06 of the Planning Scheme for residents; > The provision of on-site visitor parking is expected to meet the visitor parking demands of the development during weekday business hours; > The peak visitor parking demand is to be accommodated through a combination of on-site visitor parking and on-street parking in the vicinity; > The proposed development is anticipated to generate in the order of 80 vehicle movements during the peak hour periods; > The traffic generated by the proposal is considered to have a minimal impact on the operation of the nearby intersection between Burwood Highway and Mahoneys Road; and > The traffic generated by the proposal is considered to have minimal impact on Burwood Highway traffic. 16 December 2013 Cardno 26 Traffic and Transport Assessment 315-319 Burwood Highway, Burwood East 315-319 Burwood Highway, Burwood East APPENDIX A SWEPT PATH DIAGRAMS 16 December 2013 Cardno 27 2 STOREY TOWN HOUSE 2 STOREY TOWN HOUSE 2 STOREY TOWN HOUSE P.O.S P.O.S DINING DINING 2 STOREY TOWN HOUSES HIGH LEVEL WINDOW LAUNDRY P.O.S PRI VATE OPEN SPACE P.O.S HIGH LEVEL WINDOW SERVICE COURTYARD SERVICE COURTYARD LAUNDRY 90°16'30" 80.76 B MEALS 2 STOREY TOWN HOUSE LIVING E04 V V V 2 STOREY OFFICE BUILDING E02 E03 V V V V V V M AHONEYS ROAD E07 BIN COLLECTION AREA E06 G E10 E05 E09 80 68. 359°58' 30 73. 179°58' E08 2 2m 2 STOREY OFFICE BUILDING CAR SHUFFLER CAR SHUFFLER 2 2m HOSE CAR SHUFFLER 2 2m A CAR SHUFFLER OUTLINE OF APPROVED RETAIL EMPTY BAY OFCAR SHUFFLER A 2 2m REEL HOSE REEL 32 BIKES 21 RESIDENTS 11 VISITORS 2 2m 33.07 8.80 270°16'30" OUTLINE OF APPROVED TOWER 2 2m 2 2 6.5 4 °0 8 2 ' 4 5 " 06 10. 359°58' 0 1 . 2 2 " 0 3 ' 1 1 ° 8 6 2 21.03 270°16'30" 1.50 5.00 SERVICE VEHICLE meters B E01 BURWOOD HWY Width : 2.50 Track : 2.50 Lock to Lock Time : 6.0 Steering Angle : 38.7 P.O.S P.O.S DINING 2 STOREY TOWN HOUSES HIGH LEVEL WINDOW LAUNDRY SERVICE COURTYARD V V V V V E07 BIN COLLECTION AREA 4.91 E06 0.92 2.80 B85 meters Width : 1.87 Track : 1.77 Lock to Lock Time : 6.0 Steering Angle : 34.0 E05 80 68. 359°58' 2 2m 2 STOREY OFFICE BUILDING OUTLINE OF APPROVED RETAIL A 2 2m 33.07 2 7 0 ° 1 6 ' 3 0 " 06 10. 359°58' WN HOUSE 2 STOREY TOWN HOUSE 5.20 PRI VATE OPEN SPACE P.O.S B 0.95 3.05 MEALS 2 STOREY TOWN HOUSE LIVING CAR meters Width : 1.94 Track : 1.84 Lock to Lock Time : 6.0 Steering Angle : 33.5 E02 V V M AHONEYS ROAD V G E10 30 73. 179°58' E08 3186 3646 F 0.92 EMPTY BAY OFCAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER EMPTY BAY OFCAR SHUFFLER E09 CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER EMPTY BAY OFCAR SHUFFLER BALC E10 4.91 2.80 B85 meters Width : 1.87 Track : 1.77 Lock to Lock Time : 6.0 Steering Angle : 34.0 3186 3646 F 0.92 EMPTY BAY OFCAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER EMPTY BAY OFCAR SHUFFLER E09 CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER EMPTY BAY OFCAR SHUFFLER BALC E10 4.91 2.80 B85 meters Width : 1.87 Track : 1.77 Lock to Lock Time : 6.0 Steering Angle : 34.0 A 3186 3646 F 0.92 EMPTY BAY OFCAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER EMPTY BAY OFCAR SHUFFLER E09 CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER EMPTY BAY OFCAR SHUFFLER BALC E10 4.91 2.80 B85 meters Width : 1.87 Track : 1.77 Lock to Lock Time : 6.0 Steering Angle : 34.0 3186 3646 F 0.92 EMPTY BAY OFCAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER EMPTY BAY OFCAR SHUFFLER E09 CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER EMPTY BAY OFCAR SHUFFLER BALC E10 4.91 2.80 B85 meters Width : 1.87 Track : 1.77 Lock to Lock Time : 6.0 Steering Angle : 34.0 3186 3646 F 0.92 EMPTY BAY OFCAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER EMPTY BAY OFCAR SHUFFLER E09 CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER CAR SHUFFLER EMPTY BAY OFCAR SHUFFLER BALC E10 4.91 2.80 B85 meters Width : 1.87 Track : 1.77 Lock to Lock Time : 6.0 Steering Angle : 34.0