Overview NOVEMBER 2009
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M2 Upgrade Environmental Assessment NSW Roads and Traffic Authority 23
3. Project alternatives This section outlines the project development process, examines the possible alternatives to the project and explains the design decisions that have led to the formulation of the preferred project that is the subject of this environmental assessment. Director-General’s Requirements Where addressed Project justification This justification must include an assessment of alternatives considered Chapter 3 demonstrate that the project will enhance the use of public transport Sections 3.1, 9.1 demonstrate that the project will not unduly induce traffic and exacerbate congestion in Sections 3.1, 9.1 the medium to longer term within the adjoining subregions The assessment must specifically address how the proposed park and ride facility will Section 3.1.3 enhance public transport patronage, including a cost benefit analysis 3.1 Alternatives to the project As demonstrated in Chapter 2 of this report, there is a need to address existing constraints and traffic congestion on the M2 Motorway, as it currently operates as the second most trafficked corridor in Sydney. In its current form, the M2 Upgrade project provides an opportunity to better utilise an existing asset, by adding to it to increase its capacity. A range of alternatives to the M2 Upgrade project were identified and considered as part of the development of the project, including the following: x Alternative one – Do nothing. x Alternative two – Other road based improvement options, including: Line marking to add additional lanes within the existing carriageway. Upgrade of the local sub-arterial and arterial road network. x Alternative three – Provision of public transport – increase provision for public transport within the M2 Motorway catchment. -
Space For: Easy Access
Space for: easy access HARDSTAND 9–13 MCPHERSON STREET, BANKSMEADOW, NSW OVERVIEW 2 Opportunity 9–13 McPherson Street offers up to 25,620 sqm of hardstand for lease in South Sydney’s the popular industrial precinct of Banksmeadow. Strategically located within close proximity of Port Botany and Sydney Airport, the site is ideal for port and airport related users. VIEW FROM ABOVE 3 Sydney CBD Port Botany Freight Line Sydney Airport Beauchamp Road 9-13 McPherson Street Botany Road Foreshore Road Port Botany LOCATION 4 Access from major arterials Southern Cross Drive to 9–13 McPherson Street General Holmes Drive Sydney Airport Stephen Road W e n M5 East Freeway tw or Unrivalled th A General Holmes Drive v en access ue Botany Road 9–13 McPherson Street is ideally positioned only 1.2 km from Port Botany Container Terminal and 6.6 km from 9–13 McPherson Street Sydney Airport. The estate offers excellent access to McPherson Street Sydney arterial road network via the M5 Foreshore Road Motorway and Westconnex. A range of shops and services are available along the nearby Botany Road. To/from M5 Freeway To/from Southern Cross Drive Bumborah Point Road To/from Sydney International Container Terminal Port Botany To/from Sydney Airport Signalised intersection Military Rd CENTR ALLY CONNECTED 6.1KM 8.8KM to M5 to Westconnex 1.2KM Motorway 6.6KM to Port to Sydney Botany Airport y a 5 hw Q ig ue HAMENITY en S es t inc Pr l E na V Ca dra A an T 309 lex E Randwick A E G R N T I N S CANAL ROAD N N HARCOURT PARADE Coogee U A D D CHURCH R GARDENERS ROAD AVENUE -
West Met X C Clubs WEST METROPOLITAN CROSS COUNTRY CLUBS INC PO BOX 454 BAULKHAM HILLS 1755
West Met X C Clubs WEST METROPOLITAN CROSS COUNTRY CLUBS INC PO BOX 454 BAULKHAM HILLS 1755 www.westmetxcclubs.com.au MARCH 31st Sat West Metropolitan Cross-Country Events No 1 BLACTOWN CITY GAMES - CROSS COUNTRY EVENTS in GWS ANNE AQUILINA RESERVE SOUTH – ROOTY HILL / DOONSIDE Registration From 1:15pm 2km 2:00pm 4km 2:25pm 8km 3:00pm Venue: Anne Aquilian Reserve South, Eastern Road Rooty Hill / Doonside. Course: Track flat (vehicle width) rolled gravel. Start on grass for approx 75m then right turn on to track for 960m turn and back to finish at end of track. Track through the Western Sydney Parklands. Rating of 1 2km circuit Western Sydney Parklands also includes – Blacktown Internation Sports Park (BISP)- Athletic Track, 2 x AFL Ground, # of Cricket Pitches, 4 x Softball, 3 x Baseball, Soccer training fields and New Soccer facilities under construction $7 million (Anne Aquilina Reserve South) and plenty of parking close to venues. Start / Finish: Opposite the new Soccer fields, just passed the main fenced off the Main Soccer Field. There is construction, earth works (more soccer fields) and there will be soccer games on so there will be vehicle movements. Directions From M2 / M7 exit into Power Street (go left), turn right into Knox Road then right into Eastern Road Opposite Blacktown International Sports Park (BISP) is before the M7 overpass). From M7 / M4, exit into Great Western Highway (east), then next left into Doonside Road, follow into Eastern Road (Eastern Road goes to the left before the round about). Opposite BISP From M2 Exit Left after Winston Hills, then straight ahead into Abbott Road, continue on into Prospect HWY, then right at traffic lights into Wall Park Av (next set of lights after Centro Seven Hills Shop C), then left into Blacktown Road (towards M4), then next right into Bungarribee Road. -
Prospect Highway Upgrade Project Update Roads and Maritime Services | June 2019
Prospect Highway upgrade Project update Roads and Maritime Services | June 2019 Prospect Highway and M4 Motorway interchange looking north west The NSW Government has committed construction funding for the Prospect Highway upgrade between Reservoir Road, Prospect and St Martins Crescent, Blacktown. Once complete, this upgrade will help reduce congestion, improve travel times and meet future traffic demands in the area. Project background Features Prospect Highway is a major roadway through Key features of the upgrade include: western Sydney which connects motorists with: • Widening 3.6 kilometres of Prospect Highway • M4 Motorway to four lanes with a central median (two lanes • Great Western Highway in each direction) • Old Windsor Road • Duplicating the bridges over M4 Motorway and Great Western Highway • M2 Motorway. • A new two way link road between Great Around 35,000 vehicles currently use Prospect Western Highway and Prospect Highway, Highway each day, including 5000 heavy vehicles. with traffic lights at each end of the new road Additionally, Prospect Highway links the Wetherill • New traffic lights at: Park industrial area and Greystanes employment – Stoddart Road area with M4 Motorway, Great Western Highway – M4 Motorway eastbound entry and and Blacktown City centre. The corridor serves exit ramps as a key route for many businesses across western Sydney. – Reservoir Road Prospect Highway between Reservoir Road, • Changing access arrangements at: Prospect and St Martins Crescent, Blacktown – Tudor Avenue currently has only one lane in each direction, which – Roger Place causes congestion and delays for motorists. – Vesuvius Street Roads and Maritime Services will upgrade – Ponds Road Prospect Highway to provide a 3.6 kilometre four lane divided road which will cater for forecast • Upgrading the existing shared path on the transport growth along this corridor. -
Draft Draft Draft Draft Draft Draft
M4 Motorway from Mays Hill to Prospect DRAFTBefore andDRAFT after opening ofDRAF the T M4 Motorway from Mays Hill to Prospect Sydney case studies in induced traffic growth Michelle E Zeibots Doctoral Candidate Institute for Sustainable Futures University of Technology, Sydney PO Box 123 Broadway NSW 2007 Australia [email protected] www.isf.uts.edu.au tel. +61-2-9209-4350 fax. +61-2-9209-4351 DRAFT WorkingDRAFT Paper DRAFT Sydney case studies in induced traffic growth 1 M4 Motorway from Mays Hill to Prospect The original version of this data set and commentary was completed in May 1997 and presented in two parts. These DRAFTwere: DRAFT DRAFT 1. Road traffic data for western Sydney sector arterials: Great Western Highway and M4 Motorway 1985 – 1995 2. Rail ticketing data and passenger journey estimates for the Western Sydney Rail Line 1985 – 1995 These have now been combined and are presented here as part of an ongoing series of case studies in induced traffic growth from the Sydney Metropolitan Region. In the first, report which focussed on road traffic volumes, an error was made. The location points of road traffic counting stations were incorrect. Although this error does not affect the general conclusions, details of some of the analysis presented in this version are different to that presented in the original papers listed above. Some data additions have also been made, and so the accompanying commentary has been expanded. Acknowledgements During the collation of this data Mr Barry Armstrong from the NSW Roads & Traffic Authority provided invaluable information on road data collection methods as well as problems with data integrity. -
Viva Energy REIT Portfolio
Property Portfolio as at 31 December 2018 ADDRESS SUBURB STATE/ CAP RATE CARRYING MAJOR TENANT TERRITORY VALUE LEASE EXPIRY Cnr Nettleford Street & Lathlain Drive Belconnen ACT 6.18% $10,180,000 2034 Cnr Cohen & Josephson Street Belconnen ACT 6.22% $3,494,183 2027 Cnr Mort Street & Girrahween Street Braddon ACT 5.75% $4,240,000 2028 Lhotsky Street Charnwood ACT 6.69% $7,070,000 2033 17 Strangways Street Curtin ACT 6.74% $3,933,191 2028 25 Hopetoun Circuit Deakin ACT 6.49% $4,657,265 2030 Cnr Ipswich & Wiluna Street Fyshwick ACT 6.51% $2,840,000 2027 20 Springvale Drive Hawker ACT 6.50% $5,360,000 2031 Cnr Canberra Avenue & Flinders Way Manuka ACT 6.18% $8,100,000 2033 172 Melrose Drive Phillip ACT 6.00% $5,010,000 2030 Rylah Crescent Wanniassa ACT 6.49% $3,120,000 2027 252 Princes Highway Albion Park NSW 6.28% $6,041,239 2031 Cnr David Street & Guinea Street Albury NSW 7.08% $5,273,140 2031 562 Botany Road Alexandria NSW 4.79% $12,178,139 2034 124-126 Johnston Street Annandale NSW 4.25% $4,496,752 2027 89-93 Marsh Street Armidale NSW 8.76% $3,386,315 2028 Cnr Avalon Parade & Barrenjoey Road Avalon NSW 4.51% $4,190,223 2027 884-888 Hume Highway (Cnr Strickland Street) Bass Hill NSW 4.99% $4,225,892 2028 198 Beach Road Batehaven NSW 7.08% $5,374,877 2031 298 Stewart Street (Cnr Rocket Street) Bathurst NSW 6.53% $6,010,223 2029 59 Durham Street Bathurst NSW 7.00% $6,810,000 2033 Cnr Windsor Road & Olive Street Baulkham Hills NSW 4.75% $10,020,000 2028 Cnr Pacifi c Highway & Maude Street Belmont NSW 6.19% $3,876,317 2030 797 Pacifi c Highway -
Archaeological Method Statement for Chatswood Dive
Sydney Metro, City & Southwest Archaeological Method Statement for Chatswood Dive Prepared by AMBS Ecology & Heritage for John Holland CPB Ghella Joint VentureV FINAL November 2017 AMBS Reference: 16314 AMBS Ecology & Heritage www.ambs.com.au [email protected] 02 9518 4489 Sydney Metro, City & Southwest Archaeological Method Statement for Chatswood Dive Document Information AMBS Ecology & Heritage 2017, Sydney Metro, City & Southwest Citation: Archaeological Method Statement for Chatswood Dive. Consultancy report to John Holland CPB Ghella Joint Venture. AMBS Ref: 16314 Chatswood AMS Version 1: Draft Report issued October 2017 Versions: Version 2: Final Draft Report issued October 2017 Version 3: Final Report issued November 2017 Robert Muir, Senior Environment Coordinator Recipient: Tunnel and Station Excavation Works Sydney Metro City & Southwest Approved by: Jennie Lindbergh AMBS Director Historic Heritage AMBS Ecology & Heritage II Sydney Metro, City & Southwest Archaeological Method Statement for Chatswood Dive Contents 1 Introduction ....................................................................................................... 1 1.1 Chatswood Dive ..................................................................................................................... 1 1.2 Sydney Metro Historical Archaeological Assessment and Research Design Report .............. 2 1.3 Methodology & Authorship ................................................................................................... 3 2 Historic Context ................................................................................................ -
New Clearways on the Cumberland Highway – Constitution Hill to Liverpool, from Monday 12 December
November 2016 New clearways on the Cumberland Highway – Constitution Hill to Liverpool, from Monday 12 December The NSW Government is acting to reduce congestion and delays by introducing new clearways on Sydney’s roads. Roads and Maritime Services is installing new clearways on the Cumberland Highway between Old Windsor Road, Constitution Hill and the Hume Highway, Liverpool. We have included a map to help explain where the new clearways will be implemented. Supplementing the existing No Stopping/No Parking restrictions with clearways will help to improve traffic flow and reduce delays by allowing us to tow vehicles that stop illegally or breakdown. This will ensure all lanes are available to traffic when the road is near capacity. The new clearway hours will operate in both directions from: 6am to 7pm on weekdays 8am to 8pm on weekends. The existing No Stopping and No Parking restrictions will continue to operate outside these clearway times. The changes to the clearway will be operational from Monday 12 December 2016. Any vehicles parked in the clearway on or after this date would risk being fined and towed. What is a clearway? You must not stop or park on a length of road where a clearway sign is present. The drivers of public buses and taxis are permitted to stop when dropping off or picking up passengers. If your vehicle is left on a clearway it will be towed away, usually to a nearby street and fines apply. To report a vehicle parked in a clearway or if your vehicle has been towed from a clearway, please call Transport Management Centre on 131 700. -
Technical Paper 1 Traffic Report
Technical Paper 1 Traffic report 1 WestConnex Updated Strategic Business Case Contents List of Tables ..................................................................................................................................................... 3 List of Figures .................................................................................................................................................... 4 Preface .............................................................................................................................................................. 6 Terminology ....................................................................................................................................................... 7 1 Executive summary .................................................................................................................................... 8 1.1 Background to this report ................................................................................................................... 8 1.2 Traffic methodology ........................................................................................................................... 9 1.3 Road network performance without WestConnex ........................................................................... 10 1.4 Traffic effects of WestConnex.......................................................................................................... 12 1.5 Traffic operations and influence on WestConnex design ............................................................... -
Car Parking and Commercial Facilities International Terminal Precinct
SYDNEY AIRPORT Car parking and commercial facilities International Terminal Precinct Major Development Plan SYDNEY AIRPORT Car parking and commercial facilities International Terminal Precinct Major Development Plan Approved version APRIL 2005 Prepared by Sydney Airport Corporation Limited Airport Central Level 10, 241 O’Riordan Street MASCOT NSW 2020 CONTENTS SUMMARY ................................................................................................................................. i 1 INTRODUCTION .............................................................................................................. 1 1.1 Background to the proposal ..................................................................................... 1 1.2 Overview of the proposal ......................................................................................... 1 1.3 Proponent details ..................................................................................................... 2 1.4 SACL’s objectives for the proposed development ................................................... 3 1.5 The MDP process and other project approvals........................................................ 3 1.6 Structure of this MDP ............................................................................................... 4 2 BACKGROUND AND NEED FOR THE PROPOSAL ..................................................... 5 2.1 Background to the proposal ..................................................................................... 5 2.2 Need for the -
Northconnex: Subsurface Stratum Acquisition
Proceedings of the 21st Association of Public Authority Surveyors Conference (APAS2016) Leura, New South Wales, Australia, 4-6 April 2016 NorthConnex: Subsurface Stratum Acquisition Kit Panya Roads and Maritime Services [email protected] ABSTRACT NorthConnex is a proposed 9 km tunnel motorway designed to link the M1 Pacific Motorway in Wahroonga to the Hills M2 Motorway in Pennant Hills. The tunnel is part of the NSW Government’s State Infrastructure Strategy forming an essential link in the Sydney Orbital Network and expected to cost $3 billion. In January 2015, NorthConnex received official project approval by the NSW Government. The earliest access date required for tunnel construction was July 2015. The NorthConnex project team engaged the Roads and Maritime Services (RMS) Cadastral Survey Unit for the stratum acquisition of approximately 900 lots. The acquisition was predominantly subsurface, but also included surface land, strata title, and community title acquisition. Between the project approval date and the tunnel access requirements, we had a timeframe of two months to acquire the first 80 lots in the initial stage. This paper outlines how the RMS Cadastral Survey Unit was able to respond, using a plan production and lodgement strategy unique to previous motorways. With Land and Property Information (LPI), we developed the Subsurface Stratum Definition Strategy to allow for the compilation of boundaries for subsurface acquisition plans. Once the strategy was in place, the extent of acquisition was determined from analysis of spatial data and the tunnel model. Compiled plan production, and occasionally field surveys, could then take place to complete the acquisition process. -
Westconnex New M5 5-122 Roads and Maritime Services Environmental Impact Statement
(blank page) WestConnex New M5 5-122 Roads and Maritime Services Environmental impact statement (blank page) WestConnex New M5 5-124 Roads and Maritime Services Environmental impact statement 5.8.1 Operational management control systems and incident and emergency response The project has been designed to include control systems to ensure safe and efficient operation of the New M5 under normal operating conditions, and to respond to incidents and other emergency events that may occur. These control systems would include: • A central motorway control centre to manage the New M5 when it is operational • Traffic monitoring and management systems along the project • Air quality monitoring and management systems within the main alignment tunnels • Incident and emergency response infrastructure • Maintenance facilities • Motorway tolling infrastructure. Motorway control centre A WestConnex motorway control centre would be provided within the Burrows Road motorway operations complex (MOC5) (refer to Figure 5-42). The motorway control centre would be the central building for all communications and control of the project’s operational management control systems. The motorway control centre would be staffed 24 hours a day, seven days a week, and would require around 26 full time equivalent staff. The motorway control centre would include a video wall and operating interfaces for all monitoring and control systems, an incident control facility, training and incident response room, air conditioning, power supply systems and workforce facilities (ie amenities). An indicative layout of the motorway control centre is shown in Figure 5-42. Urban design principles would be applied to the motorway control centre to integrate the building with St Peters interchange and the surrounding landscape to minimise its visual impact.