Wembley Sports Park Integrated Access, Traffic and Car Parking Plan

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AECOMWembley Sports Park Integrated Access, Traffic and Car Parking Plan13Figure 6 Existing Daily Traffic 1Salvado RoadSalvado Road runs along the northern boundary of the site. It has one lane in each direction, with several parallelparking spaces along the north side and a few along the south side near the Jersey Street intersection. Thespeed limit along Salvado Road is currently posted at 50 kilometres per hour.Salvado Road is classified as an Access Road to the west of Jersey Street and a Distributor B Road to the east. Itis under the authority of the Town of Cambridge and has a sealed width of 10 metres.From count data supplied by the Town of Cambridge, the average weekday traffic on Salvado Road (east ofVeryard Crescent) is 5,560 (refer to Figure 6). The average weekday peak hourly volumes (on Salvado Road,east of Veryard Crescent) from the count data are:AM peak (8:00-9:00am): 560vph eastbound and 190vph westboundPM peak (3:00-4:00pm): 200vph eastbound and 340vph westboundThe peak hourly traffic volumes counted (on Salvado Road, east of Veryard Crescent) on Saturday 6 August 2011from the video surveys were approximately as follows:Sat peak (12:15-1:15pm): 245vph eastbound and 380vph westboundThe peak hourly flow on Salvado Road west of Selby Street (for the video surveys) was about 80vph; with 50vpheastbound and 30vph westbound.Hay StreetHay Street runs along the southern boundary of the site. It is designated as a Distributor A Road, and is underthe control of Town of Cambridge (adjacent to the site). It contains two lanes in each direction with a wide centralmedian. Each carriageway has a sealed width of approximately 10 metres. The posted speed limit is 60kilometres per hour at the south eastern end of the site and a school speed limit zone of 40km/h is present.Jersey StreetApproximately 500 metres to the east of the site is Jersey Street, a two lane bi-directional single carriageway roadwith a painted narrow median, classed as a Distributor B Road, under the authority of the Town of Cambridge.The section south of Jolimont Terrace/Hart Lane is under the authority of the City of Subiaco. The posted speedlimit is 50 kilometres per hour and the sealed width varies around 9.5 metres.1The traffic volumes for Selby Street were derived from Scats data for the period 14 May 2011 to 18 June 2011 supplied by Main Roads.Traffic volumes for Salvado Road were obtained from tube counts for the period 27 July 2011 to 7 August 2011 supplied by the Town ofCambridge.T:\60218676 - Wembley PK TA\8 Issued Docs\8.1 Reports\Comprehensive Integrated Access RevF.docxRevision F - 8 February 2012
AECOMWembley Sports Park Integrated Access, Traffic and Car Parking Plan142.5 Access ArrangementSite AccessThe existing access arrangements are illustrated in Figure 7.Figure 7Existing Access to SiteSalvado RoadAdministrationBuilding AccessSelby StreetLeft InHardstand Public Car ParkLeft outSource: ©2010 Google – Map Data ©2010 Google, Whereis (R), Sensis Pty Ltd.Access to the administration building for the Matthews’ Netball Centre is off Salvado Street approximately 100metres east of Selby Street. This access has limited car movements and provides access to only 6 car parkingspaces. The access is unsignalised and all movements are permitted.Access to and from the main (hardstand public) car park are via two points. Entry is via a left turn slip lane offSelby Street (the southbound carriageway) at the northern end of the car park (south of Kirwan Street). Exit is viaa left out only junction (with two lanes) located at the southern end of the existing car park (north of WhitfieldStreet).Vehicles accessing the site from the south along Selby Street are currently undertaking u-turn movements at theAlderbury Street intersection. Vehicles exiting the site and wanting to head north along Selby Street are makingu-turns at the signalised intersection with Hay Street. Alternatively, some vehicles have been seen to make illegalright turns from the car park exit, across the median, to head north. The demands for both access from the south,and egress to the north, are believed to be suppressed because of the associated movement restrictions.Current Traffic DemandThe arrivals and departures to and from the hardstand public car park were surveyed on Saturday, 6 August 2011during a typical PNA event. Almost 3,400 vehicles entered and exited the car park between 7:00am and 7:00pm.The observed arrivals and departures are illustrated in Figure 8 in 5 minute intervals. The peak 15-minutearrivals were 250 vehicles (7:45-8:00am) and the peak 15-minute departures were 298 (5:15-5:30pm). From thisdata, the estimate average dwelling time (departure time minus arrival time) for vehicles using the car park is 90minutes.T:\60218676 - Wembley PK TA\8 Issued Docs\8.1 Reports\Comprehensive Integrated Access RevF.docxRevision F - 8 February 2012
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