DOCSLIB.ORG

Transport Plan

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Transport Plan TRANSPORT PLAN For the construction and operation of a Photovoltaic (PV) Facility in Dabenoris, South Africa Prepared for: Alternative Energy Solutions (Pty) Ltd PO Box 4939 Tygervalley, South Africa 7536 9142667 By: DB9 Consulting, PO Box 50398, Cape Town 8002 1 TRANSPORT STUDY Transport Study / Traffic Accommodation Plan (TAP) for the complete route between the point of departure to the point of delivery of the components. That route has not yet been finalized as the source of the components has not yet been finalised. However, it is currently assumed that the components will be delivered to Cape Town, which is the closest harbour. 2 Contents 1. INTRODUCTION ..............................................................................................................................................4 2. LOCATION OF THE PROPOSED VOLTAIC POWER GENERATION FACILITY ......................................................5 3. EXISTING ROAD NETWORK AND TRAFFIC CONDITIONS .................................................................................6 3.1.1 National Route 14 (N14) & Pella intersection SANRAL “N14-1 138,6E”..........................................8 3.1.2 Pella – Goodhouse road (PELLA ROAD) .............................................................................................9 3.1.3 Abnormal loads .............................................................................................................................. 10 3.2 EXISTING TRAFFIC CONDITIONS ............................................................................................................ 11 4. THE PROPOSED AES RENEWABLE ENERGY PHOTOVOLTAIC POWER GENERATION FACILITY..................... 12 4.1 Connection to the Grid .......................................................................................................................... 13 4.2 Centralised Control Facility and Security .............................................................................................. 13 4.3 Hours of operation ................................................................................................................................ 13 4.4 Access to the proposed facility.............................................................................................................. 13 5. TRAFFIC GENERATION AND DISTRIBUTION ................................................................................................. 14 5.1 Traffic generated ................................................................................................................................... 14 5.2 Trip distribution ..................................................................................................................................... 16 5.2.1 Peak hour traffic generation .......................................................................................................... 16 6. TRAFFIC IMPACT STATEMENT ..................................................................................................................... 18 6.1 Traffic implications of the proposed development ............................................................................... 18 6.2 Location of access point ........................................................................................................................ 18 6.3 Road safety ............................................................................................................................................ 18 6.4 Condition of road surfaces .................................................................................................................... 19 6.5 Driver distraction ................................................................................................................................... 19 6.6 Liaison with road authorities ................................................................................................................. 19 7. RECOMMENDATIONS .................................................................................................................................. 20 ANNEXURE A ................................................................................................................................................... 21 3 1. INTRODUCTION Alternative Energy Solutions (Pty) Ltd PO Box 4939 Tygervalley, South Africa 7536 (hereafter referred to as AES) is the primary project developer of a photovoltaic power generation facility. AES appointed EIMS consultants to carry out an Environmental Impact Assessment (EIA) in terms of the National Environmental Management Act (NEMA), (Act No. 107 of 1998) as amended in 2010, for the construction and operation of the photovoltaic power generation facility and associated infrastructure. AES then appointed DB9 Consulting Pty (Ltd) to undertake a specialist transport study for the proposed facility. This Transport study addresses the following traffic and transportation related implications of the proposed photovoltaic power generation facility: Existing traffic volumes on the N14 & Pella Road passing the site Acceptability from a traffic safety point of view of the location of the entrance/s to the proposed facility Safety of drivers from possible visual distraction from the photovoltaic panels, given the surrounding context (not applicable, distance from Pella Road min. 1.3km for North site, 2km for West site, 6km from South site) Risk posed by construction and operational vehicles Limitations of this Transport study Based on existing volumes of traffic, recommendations for mitigation measures for traffic impacts, including: o Mitigation of visual distraction (see above) o Avoidance of accidents o Other recommendations 4 2. LOCATION OF THE PROPOSED VOLTAIC POWER GENERATION FACILITY The proposed photovoltaic power generation facility is planned to be located to the west of Pella in the Northern Cape. The site is located adjacent to the Pella - Goodhouse road (hereafter referred to as Pella Road) as shown in Figure 1 (Letter “A”) below. Figure 1: locality map 5 3. EXISTING ROAD NETWORK AND TRAFFIC CONDITIONS 3.1 Description of the potential traffic routing During construction the materials and equipment will be routed to the site as follows: Cape Town Harbour, onto the N1 freeway, then turning onto the N7, thereafter onto the N14. (750km)From the N14, after about 700km turn left into the Pella Road, then travelling west, back towards Goodhouse. This routing is shown on local and regional aerials in Figure 3. Figure 2: Cape Town harbour to N7 6 Figure 3: N7 to Pella road 7 3.1.1 National Route 14 (N14) & Pella intersection SANRAL “N14-1 138,6E” Photo 1: National Route 14 (N14) and the Pella intersection National Road 14 (N14), a national route, extends in a west - east direction as it passes the Pella intersection. A site visit was undertaken on 11 March 2013 and the following observations were recorded along the N14 and Pella intersection during this site visit: Horizontal and vertical alignment of N14: Straight before the intersection and straight to the east and west of the intersection. Flat vertical alignment on both sides of the intersection. Road width: N14 is 7.0m wide made up of 3.5m lanes with small shoulders. Photo 2: National road 14 (N14) past Pella intersection, towards Upington 8 Condition of the road surface: Asphalt surface in excellent condition as road has recently been resurfaced and remarked. Services: Telephone line ± 6m from the edge of the N14 along Lighting and street lighting: None. Street furniture: Very minimal road signs; warning, information and regulatory signs. Public transport activity and facilities: very few. Pedestrian activity and footpaths formal and informal: None. Speed limit: N14: 120km/h Vegetation: Low level sparse brush, very few trees Evidence of animal activity: None 3.1.2 Pella – Goodhouse road (PELLA ROAD) The Pella - Goodhouse route extends from National Road 14 (N14) past the town of Pella and then continues for about 60km north then west past the Dabenoris Farm without any settlement or towns along the road. A site visit was undertaken on 11 March 2013 and the following observations were recorded along the Pella Road during this site visit: Straight gravel road 6 – 8m wide. Straight, tarred for a few kilometers and thereafter a gentle gravel road before straightening up again curving and ever changing slightly, with gentle curves, dips and hills. No flooding had been observed. Photo 3: Pella Road towards Goodhouse 9 Road level: The natural ground is flat and the Pella Road is constructed approximately at ground level on both sides, varying along the route. Drainage: Natural. Condition of the road surface: gravel surface in good condition. Services: Electrical power line ± 4m from the edge of the Pella Road along the east side of Pella Road. Lighting and street lighting: None. Street furniture: Very minimal road signs; warning, information and regulatory signs. Public transport activity and facilities: None. Pedestrian activity and footpaths formal and informal: None. Speed limit: Pella Road: 80km/h Vegetation: Low level sparse brush, no trees Evidence of animal activity: None (only past Dabenoris going west, back on the way to Springbok. Existing access: None. Sight distances from existing access point: Good in all directions, no restrictions. 3.1.3 Abnormal loads AES has confirmed that there will be one (1) or two (2) abnormal loads and all other loads will conform to normal load height and weight restrictions. All other
Load more

Recommended publications
  • Life Cycle Carbon Footprint of the North-South Corridor Road Network Philippa Notten and Ilhaam Patel December 2013
    Life Cycle Carbon Footprint of the North-South Corridor Road Network Philippa Notten and Ilhaam Patel December 2013 Revamping the Regional Railway Systems in Eastern and Southern Africa Mark Pearson and Bo Giersing Regional Integration Research Network Discussion Paper (RIRN/DP/12/01) Regional Integration Research Network www. Open Dialogues for Regional Innovation trademarksa.org/rirn Preface Since its establishment in 2009, TradeMark Southern Africa (TMSA) has supported the COMESA-EAC-SADC Tripartite in developing and implementing its regional integration agenda. TMSA has provided this support by focusing on regional market integration to establish a free trade area in the Tripartite region, trade facilitation, infrastructure development and industrial development. One of the work areas under the infrastructure development pillar is TMSA’s support for the design, upgrade and construction of regional transport corridors. TMSA commissioned Camco Clean Energy and The Green House to undertake a study for estimating the carbon footprint of the North-South Corridor road network (NSC) according to international best-practice standards. This was done through a life-cycle analysis approach by determining the carbon footprint of individual road links forming part of the NSC in their respective construction, maintenance, rehabilitation and operational phases. Thereafter, the individual carbon footprints of NSC roads in different phases were added to determine and analyse the overall carbon footprint of the NSC. The study is innovative by being the first of its kind to consider and determine the contribution of a wide variety of greenhouse gasses arising from road construction activities, equipment and materials over the entire life-cycle of roads.
    [Show full text]
  • Explore the Northern Cape Province
    Cultural Guiding - Explore The Northern Cape Province When Schalk van Niekerk traded all his possessions for an 83.5 carat stone owned by the Griqua Shepard, Zwartboy, Sir Richard Southey, Colonial Secretary of the Cape, declared with some justification: “This is the rock on which the future of South Africa will be built.” For us, The Star of South Africa, as the gem became known, shines not in the East, but in the Northern Cape. (Tourism Blueprint, 2006) 2 – WildlifeCampus Cultural Guiding Course – Northern Cape Module # 1 - Province Overview Component # 1 - Northern Cape Province Overview Module # 2 - Cultural Overview Component # 1 - Northern Cape Cultural Overview Module # 3 - Historical Overview Component # 1 - Northern Cape Historical Overview Module # 4 - Wildlife and Nature Conservation Overview Component # 1 - Northern Cape Wildlife and Nature Conservation Overview Module # 5 - Namaqualand Component # 1 - Namaqualand Component # 2 - The Hantam Karoo Component # 3 - Towns along the N14 Component # 4 - Richtersveld Component # 5 - The West Coast Module # 5 - Karoo Region Component # 1 - Introduction to the Karoo and N12 towns Component # 2 - Towns along the N1, N9 and N10 Component # 3 - Other Karoo towns Module # 6 - Diamond Region Component # 1 - Kimberley Component # 2 - Battlefields and towns along the N12 Module # 7 - The Green Kalahari Component # 1 – The Green Kalahari Module # 8 - The Kalahari Component # 1 - Kuruman and towns along the N14 South and R31 Northern Cape Province Overview This course material is the copyrighted intellectual property of WildlifeCampus. It may not be copied, distributed or reproduced in any format whatsoever without the express written permission of WildlifeCampus. 3 – WildlifeCampus Cultural Guiding Course – Northern Cape Module 1 - Component 1 Northern Cape Province Overview Introduction Diamonds certainly put the Northern Cape on the map, but it has far more to offer than these shiny stones.
    [Show full text]
  • Ncta Map 2017 V4 Print 11.49 MB
    here. Encounter martial eagles puffed out against the morning excellent opportunities for river rafting and the best wilderness fly- Stargazers, history boffins and soul searchers will all feel welcome Experience the Northern Cape Northern Cape Routes chill, wildebeest snorting plumes of vapour into the freezing air fishing in South Africa, while the entire Richtersveld is a mountain here. Go succulent sleuthing with a botanical guide or hike the TOURISM INFORMATION We invite you to explore one of our spectacular route and the deep bass rumble of a black- maned lion proclaiming its biker’s dream. Soak up the culture and spend a day following Springbok Klipkoppie for a dose of Anglo-Boer War history, explore NORTHERN CAPE TOURISM AUTHORITY Discover the heart of the Northern Cape as you travel experiences or even enjoy a combination of two or more as territory from a high dune. the footsteps of a traditional goat herder and learn about life of the countless shipwrecks along the coast line or visit Namastat, 15 Villiers Street, Kimberley CBD, 8301 Tel: +27 (0) 53 833 1434 · Fax +27 (0) 53 831 2937 along its many routes and discover a myriad of uniquely di- you travel through our province. the nomads. In the villages, the locals will entertain guests with a traditional matjies-hut village. Just get out there and clear your Traveling in the Kalahari is perfect for the adventure-loving family Email: [email protected] verse experiences. Each of the five regions offers interest- storytelling and traditional Nama step dancing upon request. mind! and adrenaline seekers.
    [Show full text]
  • Hello Limpopo 2019 V7 Repro.Indd 1 2019/11/05 10:58 Driving the Growth of Limpopo
    2019 LIMPOPOLIMPOPO Produced by SANRAL The province needs adequate national roads to grow the economy. As SANRAL, not only are we committed to our mandate to manage South Africa’s road infrastructure but we place particular focus on making sure that our roads are meticulously engineered for all road users. www.sanral.co.za @sanral_za @sanralza @sanral_za SANRAL SANRAL Corporate 5830 Hello Limpopo 2019 V7 Repro.indd 1 2019/11/05 10:58 Driving the growth of Limpopo DR MONNICA MOCHADI especially during high peak periods. We thus welcome the installation of cutting-edge technology near the he Limpopo provincial government is committed Kranskop Toll Plaza in Modimolle which have already to the expansion and improvement of our primary contributed to a reduction in fatalities on one of the Troad network. busiest stretches of roads. Roads play a critical role in all of the priority SANRAL’s contribution to the transformation of the economic sectors identified in the Provincial Growth construction sector must be applauded. An increasing and Development Strategy, most notably tourism, number of black-owned companies and enterprises agriculture, mining and commerce. The bulk of our owned by women are now participating in construction products and services are carried on the primary road and road maintenance projects and acquiring skills that network and none of our world-class heritage and will enable them to grow and create more jobs. tourism sites would be accessible without the existence This publication, Hello Limpopo, celebrates the of well-designed and well-maintained roads. productive relationship that exists between the South It is encouraging to note that some of the critical African National Roads Agency and the province of construction projects that were placed on hold have Limpopo.
    [Show full text]
  • Ben Schoeman Freeway
    Jurgens Weidemann Technical Director BKS (Pty) Ltd [email protected] Ben Schoeman Freeway BACKGROUND of Johannesburg, Ekurhuleni (East Rand) and Tshwane In 2008 SANRAL launched the Gauteng Freeway (Pretoria region). The project aims to provide a safe and reli- Improvement Project (GFIP) which is a far-reaching up- able strategic road network and to optimise, among others, grading programme for the province’s major freeway traffic flow and the movement of freight and road-based networks in and around the Metropolitan Municipalities public transport. 1 The GFIP is being implemented in phases. The first phase 1 Widened to five lanes per carriageway comprises the improvement of approximately 180 km of 2 Bridge widening at the Jukskei River existing freeways and includes 16 contractual packages. The 3 Placing beams at Le Roux overpass network improvement comprises the adding of lanes and up- 4 Brakfontein interchange – adding a third lane grading of interchanges. Th e upgrading of the Ben Schoeman Freeway (Work Package 2 C of the GFIP) is described in this article. AIMS AND OBJECTIVES Th e upgraded and expanded freeways will signifi cantly re- duce traffi c congestion and unblock access to economic op- portunities and social development projects. Th e GFIP will provide an interconnected freeway system between the City of Johannesburg and the City of Tshwane, this system currently being one of the main arteries within the north-south corridor. One of the most significant aims of this investment for ordinary citizens is the reduction of travel times since many productive hours are wasted as a result of long travel times.
    [Show full text]
  • Geotechnical Investigations for the Gautrain Mass Transit Rapid Link Over Dolomite Bedrock in the Centurion Area
    GEOTECHNICAL INVESTIGATIONS FOR THE GAUTRAIN MASS TRANSIT RAPID LINK OVER DOLOMITE BEDROCK IN THE CENTURION AREA BY GLORY ADEOYE MOMUBAGHAN DISSERTATION SUBMITTED IN PARTIAL FULFILMENT OF THE REQUIREMENTS FOR THE DEGREE MASTER IN SCIENCE IN ENGINEERING AND ENVIRONMENTAL GEOLOGY IN THE FACULTY OF NATURAL AND AGRICULTURAL SCIENCES AT THE UNIVERSITY OF PRETORIA DECEMBER 2012 © University of Pretoria ACKNOWLEDGEMENTS I honour my creator God Almighty, who in his infinite mercy has seen me through this phase of my career. The author wish to acknowledge the permission given by the Gauteng Provincial Government and Bombela Concession Company to access and utilise the data obtained from the geotechnical investigation works in the study area for the purpose of this dissertation. Special thanks to Mr Roger Storry, (Chief Geotechnical Manager-Bombela Civils Joint Ventures) for facilitating the permission to use geotechnical investigation data from Bombela CJV and also Mr Royce Tosen (Deputy Geotechnical Manager-Bombela Civils Joint Ventures) for being my mentor and for his assistance in obtaining the data when l once lost all the data due to computer problems. Appreciation goes to the Department of Geology at the University of Pretoria for giving me the opportunity to do my study there. I am deeply indebted to my promoter Professor Louis Van Rooy for accommodating me on the post graduate list of students under his supervision and for his guidance all through the period of this dissertation. Thanks to Professor Harrison Atagana, Dr Blanco Awilda and Dr Kanny Kabeya for proof- reading this work. Special love to my wife Mrs Thandi Momubaghan for her moral support, and for assisting during the typing of this dissertation.
    [Show full text]
  • Gautrain Construction Update
    Month end 30 April 2008 Gautrain construction update SOUTHERN SECTION Within the station box, waler beams and struts have been Underground section installed to provide temporary lateral support to the perimeter Park Station walls during station box excavation. Excavation of the single-track rail tunnel towards Emergency Shaft 2 in Houghton has reached approximately 310 m from the Emergency Shaft 1 (Hillbrow) tunnel portal. Construction of the underground station box and The single-track rail tunnel between Park Station and Sandton multi-storey parkade foundation is making good progress. Station will feature seven emergency access shafts. These shafts will provide emergency services personnel access to the tun- 1 nels below. At the bases of these shafts there will be safe havens where passengers can gather in case of an emergency. The land required for Emergency Shaft 1 in Hillbrow is in the process of being expropriated. Site establishment and shaft exca- vation will start once this process has been completed. Emergency Shaft 2 (The Wilds, Houghton) At Shaft E2, shaft lining was completed to the 38 m depth above the cavern and grouting ahead of the cavern excavation was in progress. Once this cavern is complete, an adit linking the bottom of the shaft to the tunnel alignment will be excavated, from where two rail tunnel sections will be excavated. The one tunnel will head south towards Park Station, while the other 2 tunnel will head north towards Rosebank Station. Emergency Shaft 3 (Riviera) Construction of this shaft will start soon. The construction site has been hoarded and site establishment has commenced.
    [Show full text]
  • SANRAL-Integrated-Report-Volume-1
    2020 INTEGRATED REPORT VOLUME ONE LEADER IN INFRASTRUCTURE DEVELOPMENT The South African National Roads Agency SOC Limited Integrated Report 2020 The 2020 Integrated Report of the South African National Roads Agency SOC Limited (SANRAL) covers the period 1 April 2019 to 31 March 2020 and describes how the Agency gave effect to its statutory mandate during this period. The report is available in print and electronic formats and is presented in two volumes: • Volume 1: Integrated Report is a narrative and statistical description of major developments during the year and of value generated in various ways. • Volume 2: Annual Financial Statements and the Corporate Governance Report. In selecting qualitative and quantitative information for the report, the Agency has strived to be concise but reasonably comprehensive and has followed the principle of materiality—content that shows the Agency’s value-creation in the short, medium and long term. The South African National Roads Agency SOC Limited | Reg no: 1998/009584/30 The South African National Roads Agency SOC Limited | Reg no: 1998/009584/30 THE SOUTH AFRICAN NATIONAL ROAD AGENCY SOC LTD INTEGRATED REPORT Volume One CHAIRPERSON’S REPORT 1 CHIEF EXECUTIVE OFFICER’S REPORT 5 SECTION 1: COMPANY OVERVIEW 12 Vision, Mission and Principal Tasks and Objectives 13 Business and Strategy 14 Implementation of Horizon 2030 15 Board of Directors 20 Executive Management 21 Regional Management 22 SECTION 2: CAPITALS AND PERFORMANCE 24 1. Manufactured Capital 25 1.1 Road development, improvement and rehabilitation
    [Show full text]
  • 2018 INTEGRATED REPORT Volume 1
    2018 INTEGRATED REPORT VOLUME 1 Goals can only be achieved if efforts and courage are driven by purpose and direction Integrated Report 2017/18 The South African National Roads Agency SOC Limited Reg no: 1998/009584/30 THE SOUTH AFRICAN NATIONAL ROADS AGENCY SOC LIMITED The South African National Roads Agency SOC Limited Integrated Report 2017/18 About the Integrated Report The 2018 Integrated Report of the South African National Roads Agency (SANRAL) covers the period 1 April 2017 to 31 March 2018 and describes how the agency gave effect to its statutory mandate during this period. The report is available in printed and electronic formats and is presented in two volumes: • Volume 1: Integrated Report is a narrative on major development during the year combined with key statistics that indicate value generated in various ways. • Volume 2: Annual Financial Statements contains the sections on corporate governance and delivery against key performance indicators, in addition to the financial statements. 2018 is the second year in which SANRAL has adopted the practice of integrated reporting, having previously been guided solely by the approach adopted in terms of the Public Finance Management Act (PFMA). The agency has attempted to demonstrate the varied dimensions of its work and indicate how they are strategically coherent. It has continued to comply with the reporting requirements of the PFMA while incorporating major principles of integrated reporting. This new approach is supported by the adoption of an integrated planning framework in SANRAL’s new strategy, Horizon 2030. In selecting qualitative and quantitative information for the report, the agency has been guided by Horizon 2030 and the principles of disclosure and materiality.
    [Show full text]
  • Matrolab Group (Pty) Ltd - Executed Project List (4 Yrs)
    MATROLAB GROUP (PTY) LTD - EXECUTED PROJECT LIST (4 YRS) CLIENT PROJECT DESCRIPTION LOCATION TYPE OF WORK Year Executed Contract N.001-192-2007/1GFIP - Ballustrades BKS c/o SANRAL Gauteng, RSA Concrete Site Laboratory Mar-10 Project Contract N.012-112-2009/1F Rehabilitation of North West Province, KV3 c/o SANRAL Soils and Seals Site Laboratory Apr-10 N12 RSA CONTRACT N017-030-2005/4 FOR DNNN2: NEW Soils, Concrete and Seals Site Aurecon c/o SANRAL Mpumalanga, RSA Apr-10 CONSTRUCTION: LEANDRA TO LEVEN STATION Laboratory CONTRACT NO NRA N.012-140-2009/1F North West Province, KV3 c/o SANRAL Soils and Seals Site Laboratory Dec-10 REHABILITATION OF NATIONAL ROUTE 12 RSA CONTRACT NO NRA R.037-010-2008/2F KV3 c/o SANRAL Limpopo, RSA Soils and Seals Site Laboratory Jan-11 RECONSTRUCTION OF NATIONAL ROUTE R37 WORK PACKAGE B: NATIONAL ROAD 1 SECTION Soils, Chemical, Seals, Asphalt, SANRAL 20 BETWEEN 14th AVENUE & BUCCLEUCH Gauteng, RSA Jan-11 Concrete Site Laboratory INTERCHANGES CONTRACT : NO. 27199/1 FOR THE North West Province, Soils, Concrete and Asphalt Site UWP c/o SANRAL CONSTRUCTION OF SECTION 1 OF THE Mar-11 RSA Laboratory BAKWENA N4 TOLL ROAD CONTRACT No. 0245-70-49 FOR Road D4170 Bigen Africa Limpopo. RSA Soils and Seals Site Laboratory Apr-11 and D4167 between R37 and Maandagshoek EXECUTED PROJECT LIST Page 1 MATROLAB GROUP (PTY) LTD - EXECUTED PROJECT LIST (4 YRS) Jeffares & Green c/o CONTRACT N007-023-2010/1F: Moorreesburg Western Cape Soils and Seals Site Laboratory May-11 SANRAL HHO Africa c/o City of CONTRACT C880: Koeberg Interchange
    [Show full text]
  • Directions to Johannesburg Campus Contents
    19.07.2016 (V1.1) DIRECTIONS TO JOHANNESBURG CAMPUS Location: Plot 160 the end of Scorpion Trail Road (off Mnandi Road) GPS Coordinates: S25° 56.824 E28° 2.282 CONTENTS: (Click on the heading to view the selected directions with a map) Driving from O. R. Tambo International Airport (JHB), Bonaero Park, Kempton Park .....................2 Driving from Fourways, Sandton via the R511............................................................... ...............4 Driving from Arcadia, Pretoria via N1 Rd and N14............................................................... .........5 Driving from Arcadia, Pretoria via N14............................................................... ..........................6 Driving from Lanseria Airport via N14............................................................... ...........................8 Driving from AISJ Pretoria Campus, Pretoria via R1 Rd & N14..................................................... 9 19.07.2016 (V1.1) DRIVING FROM O.R TAMBO INTERNATIONAL AIRPORT (JHB), BONAERO PARK, KEMPTON PARK 1. Head southwest on O R Thambo Airport Rd toward To Parking Rd 22 m 2. O R Thambo Airport Rd turns slightly left and becomes Short Term Parking Rd 200 m 3. Turn right toward Exit 46 750 m 4. Take exit 46 on the right to merge onto R24 toward Johannesburg 8.4 km 5. Take the exit onto N12/R24 1.7 km 6. Take exit 113 for N3 S/N12 toward M2/Kimberley/Germiston/Durban 400 m 7. Keep right at the fork, follow signs for N3 N/N1/Pretoria 750 m 2 19.07.2016 (V1.1) Turn left onto N3 15.0 km Continue onto N1 Rd 7.7 km Take exit toward R511 350 m 11. Slight right onto William Nicol Dr km 12. Continue onto R511 6.0 km 13. Turn right onto Mnandi 1.1 km 14.
    [Show full text]
  • Directions and A
    CSIR - Hartebeesthoek CSIR Satellite Applications Centre Physical address: Farm No 502 JQ, District Krugersdorp Tel: (012) 334 5000 Hartbeespoort Dam Polokwane Hartbeespoort Pretoria Broederstroom N4 Magalies Toll Road Church Street Atteridgeville Centurion N1 Pelindaba Garage R55 R511 Hekpoort Hartebeesthoek R512 N14 Lanseria 5 Diepsloot R562 Midrand N1 Muldersdrift Kempton Park R47 Sandton N3 Randburg 5 N1 R24 Tarlton Hendrik Potgieter Johannesburg International Airport Krugersdorp Johannesburg CSIR - Hartebeesthoek Directions: The CSIR Satellite Applications Centre (SAC) is approximately 60km North West of Johannesburg and 90km West of Pretoria. All roads to the centre are tarred, have a minimum width of 6m and are specified to carry a maximum load of 60 tons. In addition to the map to the centre, the directions below may be helpful. From Johannesburg International Airport: Take the R24 heading towards Johannesburg. At the Gillooly's Interchange, approximately 10km from the airport, take the N3 North offramp heading for Pretoria (north bound). Approximately 12km from the Gilloolys Interchange, the road will become the N1. In total, you will travel on this road for approximately 25km. Get off the highway at the 14th Avenue offramp, which is marked Roodepoort. Turn right (west), passing under the freeway (bridges). At the 3rd set of traffic lights, turn right onto the M47 (Hendrik Potgieter Drive). Proceed for approximately 20km at which time you will reach a set of traffic lights at the N14/M47 crossing (Pinehaven). Cross the intersection and proceed for a further 10km until you reach a T-junction (Oaktree). This is the junction of the R563/M47. Turn right, heading west and proceed for a further 10km towards Hekpoort.
    [Show full text]