New Helderfontein K46 Filling Station

NEW HELDERFONTEIN K46 FILLING STATION

PROPOSED NEW FILLING STATION FOR HELDERFONTEIN ON K46, GAUTENG PROVINCE

MAY 2016

Issue1 WSP PROJECT NO.: 21667

FEASIBILITY STUDY & IMPACT ON SURROUNDING SITES 21667

NEW HELDERFONTEIN K46 FILLING STATION Issue1

Issue/Revision Issue 1 Revision 1 Revision 2 Revision 3

Remarks Submitted to Client

Date May 2016

Prepared by Basetsana Kgatle Civil Technician

Checked by Eben Kotze Pr Tech Eng

Signature

Authorised by Eben Kotze Pr Tech Eng

Signature

Project Number 21667

File Reference Z:\21000\21667 CPD William Nicol FS, Helderfontein\11 - Reports\11.2 Feasibility Report\Feasibility Study\21667 - R511 Filling Station.docx

Eben Kotze Pr Tech Eng

E-mail Address: [email protected] Contact Number: 012 762 1200

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WSP SA Civil and Structural Engineers (Pty) Ltd. 2 Pretoria

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Table of Contents Page No.

1 Background ...... 5

1.1 INTRODUCTION ...... 5 1.2 STUDY AREA ...... 5 1.3 TRAFFIC GROWTH WITHIN THE STUDY AREA ...... 5 1.4 FUTURE ROADS ...... 6 1.5 EVALUATION OF STUDY SITE ...... 6

2 Impact on Existing Sites ...... 7

2.1 COMPETITOR SITES ...... 7 2.2 CATCHMENT MARKETS ...... 7 2.3 COMPETITOR SITES INVESTIGATION ...... 7 2.3.1 CALTEX R511 (Witkoppen Motors) ...... 7 2.3.2 BP Fourways Garden ...... 8 2.3.3 BP Fourways Crossing...... 8 2.3.4 ENGEN Fourways ...... 8 2.3.5 SASOL Fourways Mall ...... 8 2.3.6 CALTEX Cedar Road ...... 9 2.3.7 BP Service Station (East of R511) ...... 9 2.3.8 BP Service Station (West of R511) ...... 9 2.3.9 Future Sites ...... 10 2.4 IMPACT ON EXISTING SITES ...... 10 2.5 CONCLUSION ON COMPETITOR STATIONS ...... 13

3 Estimated Sales of Proposed Site ...... 14

3.1 TRAFFIC DEMAND (ADT) ...... 14 3.2 AVERAGE FILL (F) ...... 15 3.3 INTERCEPTION RATES (P) ...... 15 3.4 FULL TRADING DAYS IN A MONTH (D) ...... 17 3.5 EXPECTED MONTHLY SALES ...... 17

4 Feasibility of Proposed Site ...... 19

5 Other Traffic Engineering Considerations ...... 21

5.1 IMPACT ON TRAFFIC FLOW PAST THE SITE (SAFETY) ...... 21 5.1.1 During the Construction Phase ...... 21 5.1.2 During the Operational Phase ...... 21 5.2 DELIVERY VEHICLE PATH ...... 22

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6 Conclusion ...... 23

Tables

Table 1 : Expected Shared Traffic ...... 12 Table 2 : Loss of Sales ...... 13 Table 3: Expected Interception Rates ...... 16 Table 4 : Estimated Fuel Sales per Month ...... 18 Table 5 : Typical Costs of a New Filling Station...... 19

Figures

Figure 1 : Locality Plan Figure 2 : Competitor Sites

Annexures

Annexure A: Photos Annexure B: Future Developments Map (JHB North) Annexure C: Proposed Access Layout Annexure D: Traffic Count

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1 Background

1.1 INTRODUCTION

WSP l Parsons Brinckerhoff (WSP) was appointed to investigate a site for the development of a filling station. A study was launched into opening and operating a filling station on Helderfontein, which is situated alongside the R511 (K46) approximately 5.2km south of Diepsloot, in the Gauteng Province.

This evaluation is for a modern filling station with a canopy covered forecourt, a number of pumps selling petrol and diesel fuels and a modern ±200m² convenience store, all on a site that has enough space to accommodate such a development.

The purpose of the study is to determine if the proposed site is feasible for opening and operating a modern, benchmark filling station. The study considers the development viability by assessing the impact on competitor stations and the projected volume of fuel to be sold.

1.2 STUDY AREA

The location of the site is indicated on the locality map in Figure 1, with photographs of the site shown in Annexure A (all figures and annexures can be found at the back of the report).

The study site lies opposite the Valley Centre and is situated in an area that is mostly developed, most of which accommodate private estate/residence. It is located on the north eastern corner of the R511 / Broadacres Drive intersection, (with GPS coordinates: S25o59’37.45 and E28o00’58.45).

The R511 is a major north-south arterial road running on the western urban edge between the western suburbs of Pretoria and the northern suburbs of Johannesburg. The area is located between two of the country’s major commercial centres, Johannesburg and Pretoria, and has long been a region of extreme and rapid development, with the two cities now almost joined. New residential suburbs (Dainfern and Steyn City), commercial centres (Diepsloot Mall) and golfing estates (Steyn City and Copper Leaf) have been or are currently being developed in close proximity to the R511. Given the amount and scale of developments in the area (especially to the north), and with very few existing filling stations to cater for such a growing demand, the region has excellent potential for filling station developments.

1.3 TRAFFIC GROWTH WITHIN THE STUDY AREA

The study site is located near one of fastest developing areas in the Gauteng Province. WSP has commissioned a number of traffic surveys in the area in recent years. These surveys indicate annual traffic growth rates of between 6% and 10%.

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The subject site is however located on the southern periphery of this development zone. A lower growth rate is therefore expected along the R511 past the site, especially due to the site being located to the south of this area. For the subject site, an 8% annual traffic growth rate was assumed for the next 3 years.

A future development plan for the northern region of Johannesburg is attached as Annexure B. By taking all these developments into account, it is evident that the traffic demand on the road network in the area will increase drastically, over the short to medium term.

1.4 FUTURE ROADS

Upgrading of the R511 (K46) is planned as part of the surrounding developments, as well as by the Provincial Government. This future road planning has been considered for the proposed filling station.

1.5 EVALUATION OF STUDY SITE

The study site was investigated in June 2015. A qualitative assessment was made and the site was ranked according to the following scale:

Very Poor Poor Average Good Very Good

 Visibility: The site is located alongside a straight section of the R511. With no natural obstructions or developments potentially impairing the visibility, the site is clearly visible to passing traffic. The visibility can thus be described as VERY GOOD;

 Access: The proposed access layout drawing is attached as Annexure C. The site will be accessible to southbound traffic traveling along the R511 in the form of a left-in-left-out access and eastbound traffic travelling along Broadacres Drive in the form a left-in-left-out access. Although the site will only be accessible to southbound and eastbound traffic, direct accesses will be provided. These accesses are considered GOOD;

 Trading Market: The trading market is described as GOOD. The site is positioned to serve mainly the transit market along the R511. The traffic along this route does however consist of a high percentage minibus taxis;

 Competitor Stations: There are few existing filling stations located near the proposed site (and a few planned filling stations). There are also existing filling stations providing direct access of the R511 to southbound traffic in the region. The study site is thus rated GOOD in terms of opposition filling stations; and

 Traffic Volumes: The traffic survey indicated that the subject site is currently exposed to high volumes of traffic. Exposure to traffic can thus be described as GOOD.

Considering the criteria discussed above, it can be concluded that the study site has GOOD trading potential.

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2 Impact on Existing Sites

2.1 COMPETITOR SITES

To determine the impact on surrounding filling stations in an urban/suburban environment, it is typical to look at all existing filling stations within a 3km radius. For new filling stations proposed alongside arterial routes, existing stations which will share the same catchment markets is also considered. This guideline is used by various departments, major fuel companies and agencies.

The subject site will be positioned to mainly serve transit traffic travelling along the R511 (K46) and other local markets. These markets are currently served by eight (8) other stations in the region. There are also three (3) future stations which will fall inside the 3km radius of local market influence and along William Nicole Drive (R511)/K46. Figure 2 depicts these competitor filling stations in relation to the proposed site as well as the applicable catchment markets. Photographs of the competitor sites are also attached as Annexure A.

2.2 CATCHMENT MARKETS

Physical man-made barriers (such as freeways, railway lines, airports) or natural barriers (such as mountains, rivers and dams) create different markets for a site. For this study, types of commuters (local or transit) were used to divide the study area into the following existing markets to be served by the proposed filling station:

 A: The transit market along the R511;

 B: The surrounding local market of Dainfern;

 C: The surrounding local market of Beverly AH;

 D: The surrounding local market of Glenferness AH;

 E: The surrounding local market of future Century Helderfontein Development; and

 F: The future Riversands and Steyn City Development.

2.3 COMPETITOR SITES INVESTIGATION

2.3.1 CALTEX R511 (Witkoppen Motors)

This site is situated to the corner of R511 and Pieter Wenning Road opposite the entrance to the Indaba Hotel (approximately 1.1km by road south of the proposed site – with GPS coordinates S26o00’10.20 and E28o00’43.29). The building has a Fresh Stop and a Carwash.

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The following markets are served by this filling station:

 The surrounding local market of Beverley and Witkoppen.

High average fill rates were recorded when visited.

2.3.2 BP Fourways Garden

This site is located on the corner of Uranium Street and Bushwillow Avenue (approximately 2.5km by road south west of the proposed site – with GPS coordinates S26o00’29.03 and E28o00’12.20). The building has a c-store.

The following markets are served by this filling station:

 The surrounding local market of Witkoppen.

High average fill rates were recorded when visited.

2.3.3 BP Fourways Crossing

This site is located on the corner of R511 and Fourways Boulevard (approximately 2.5km by road south of the proposed site – with GPS coordinates S26o01’00.63 and E28o00’38.34). The building has a c-store, Car Wash and an ATM facility.

The following markets are served by this filling station:

 The surrounding local market of Pine Slopes AH.

High average fill rates were recorded when visited.

2.3.4 ENGEN Fourways

This site is located on the west of the R511 (approximately 2.7km by road south of the proposed site – with GPS coordinates S26o01’05.18 and E28o00’33.03). The building has a quick stop shop, corner bakery and an ATM facility.

The following markets are served by this filling station:

 The surrounding local market of Witkoppen.

High average fill rates were recorded when visited.

2.3.5 SASOL Fourways Mall

This site is located on the corner of Fourways Boulevard and Percy Street (approximately 3.2km by road south of the proposed site – with GPS coordinates S26o01’05.34 and E28o00’14.06). The building has a c- store.

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The following markets are served by this filling station:

 The surrounding local market of Roospark AH.

High average fill rates were recorded when visited.

2.3.6 CALTEX Cedar Road

This site is located on the east of the Cedar Road opposite the Cedar Square Shopping Centre (approximately 3.65km by road south of the proposed site – with GPS coordinates S26o00’57.70 and E28o00’01.532). The building has a Fresh Stop and a Carwash.

The following markets are served by this filling station:

 The surrounding local market of Roospark; and

 Cedar Road transit market (mainly southbound, very limited northbound)

High average fill rates were recorded when visited.

2.3.7 BP Service Station (East of R511)

This site is located on the east of the R511 (approximately 4.68km by road south of the proposed site – with GPS coordinates S26o02’07.37 and E28o00’41.63). The building has a Wild Bean Cafe.

The following markets are served by this filling station:

 The surrounding local market of Magaliessig; and

 R511 transit market (mainly southbound, very limited northbound)

High average fill rates were recorded when visited.

2.3.8 BP Service Station (West of R511)

This site is located on the west of the R511 (approximately 4.71km by road south of the proposed site – with GPS coordinates S26o02’09.07 and E28o00’39.29). The building has a Wild Bean Cafe.

The following markets are served by this filling station:

 The surrounding local market of Norscot; and

 R511 transit market (mainly northbound, very limited southbound) High average fill rates were recorded when visited.

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2.3.9 Future Sites

There are three proposed filling stations that were included as possible competitors in the study area, these filling stations are:  Proposed Engen Tanganani Filling Station – Located to the north of the site approximately 4.8km on the eastern side of the R511 (K46), just north of the Mnandi Road. This site will serve northbound traffic traveling along the R511;  Proposed Riversands Filling Station – Located to the north of the site on the eastern side of the R511 (K46), just north of the future Rose Road / R511 interchange approximately 5.8km. This site will serve southbound traffic traveling along the R511; and  Proposed Diepsloot Extension 11 Filling Station – Located to the north of the site on the eastern side of the R511 (K46), just south of the 1st Avenue. This site will serve southbound traffic traveling along the R511 and is approximately 3.6km to the north of the site.

2.4 IMPACT ON EXISTING SITES

Little knowledge is available on how drivers make their decision at which filling station to fill up, but it is believed to be influenced by the same factors determining the turn-in percentage (interception rate) to be discussed in Section 3.3. Other agencies, such as the Department of Energy, only consider road users’ access to a filling station and not all the factors influencing the interception rate.

Some research1 indicates several factors that influence the moving market between competing filling stations (i.e. when a site gains customers from other existing stations). Different petrol brands play a very small role in consumer motivations. The price of the convenience store goods plays a limited role in re- patronage. Aesthetic factors, impact on re-patronage and total customer experience (i.e. the interception rate factors mentioned previously) lead people to become more frequent patrons of a filling station. In short, it is the station that delivers the best overall experience and service to customers that outperforms competitors.

The assessment of the impact the proposed filling station will have on the competitor filling stations in the area was mainly based on the shared traffic streams, but all other factors discussed have also been considered.

The amount of traffic shared between the study site and existing sites mainly depend on the following:

 The distance between the sites;

 The number of lanes of the roads passing each site;

 Road alignment;

 Number of intersections between the sites; and

 Developments between the sites which can generate and attract traffic.

Shared traffic can more accurately be calculated by conducting traffic counts at intersections closest to competitor stations and other intersections where traffic can be diverted. In lieu of such information, a percentage of shared traffic is assumed based on WSP’s experience with conducting feasibility studies and knowledge regarding traffic movement in the study area.

1 M.M. Molefe. 2006. Consumer Motivations in Forecourt Convenience Retail in South Africa. University of Pretoria

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An estimation of the shared traffic between the study site and the existing competitor stations is summarised in Table 1.

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Table 1 : Expected Shared Traffic

TRAFFIC PERCENTAGE POTENTIAL GENERAL COMMENTS SHARED WITH OF TOTAL PASS-BY SITE FILLING STATION NEW FILLING TRAFFIC (Considered for Moving TRAFFIC [ADT] STATION [ADT] SHARED [%] Market Factor)

No direct access off the CALTEX R511 R511. Serving local market 1 24 000 8 400 35% (Witkoppen Motors) as well as the Pieter Wenning transit market.

No direct access off the 2 BP Fourways Garden 14 000 1 400 10% R511. Serving local market.

Direct access off the R511. BP Fourways 3 30 000 7 500 25% Serving transit and local Crossing market.

Direct access off R511. Serving local market as well 4 ENGEN Fourways 15 000 3 000 20% as transit R511 market (mainly northbound R511 traffic)

SASOL Fourways No direct access off the 5 14 000 1 400 10% Mall R511. Serving local market.

No direct access off Cedar 6 CALTEX Cedar Road 13 000 650 5% Road. Serving local market.

Direct access off R511. Serving local market as well BP Service Station 7 20 000 2 000 10% as transit R511 market (East of R511) (mainly southbound R511 traffic)

Direct access off R511. Serving local market as well BP Service Station 8 20 000 1 000 5% as transit R511 market (West of R511) (mainly northbound R511 traffic)

Proposed Riversands Direct access to be provided 9 30 000 12 000 40% Filling Station off R511 southbound traffic.

Proposed Engen Direct access to be provided 10 Tanganani Filling 30 000 12 000 40% off R511 southbound traffic. Station

Proposed Diepsloot Direct access to be provided 11 Extension 11 Filling 35 000 17 500 50% off R511 southbound traffic. Station

Note: The traffic shared between existing stations and the study site does not imply the same or proportional decrease in fuel sales. Passing road users are more likely to purchase fuel or turn into a filling station based on the factors discussed in Section 2.3. A summary of the potential loss in fuel sales is indicated in Table 2.

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Table 2 : Loss of Sales

PRESENT ESTIMATE (PRESENT FUEL ESTIMATED MOVING DECREASE IN 3 YEAR FUTURE SALES) – (SALE FUEL SALE MARKET SALES IF SITE SALES AFTER FILLING STATION DECREASE) POTENTIAL FACTOR [%] IS DEVELOPED IMPACT [LPM] [LPM] [LPM] [LPM]

CALTEX R511 1 (Witkoppen 350 000 5% 17 500 332 500 > 350 000 Motors)

BP Fourways 2 300 000 5% 15 000 285 000 > 300 000 Garden

BP Fourways 3 350 000 10% 35 000 315 000 > 350 000 Crossing

4 ENGEN Fourways 350 000 5% 17 500 332 500 > 350 000

SASOL Fourways 5 350 000 5% 17 500 332 500 > 350 000 Mall

CALTEX Cedar 6 300 000 <5% - - - Road

BP Service Station 7 300 000 5% 15 000 285 000 > 300 000 (East of R511)

BP Service Station 8 300 000 <5% - - - (West of R511)

Proposed 500 000 9 Riversands (estimated 12% 60 000 440 000 > 490 000 Filling Station future)

Proposed Engen 400 000 10 Tanganani Filling (estimated 15% 60 000 340 000 > 380 000 Station future)

Proposed Diepsloot 400 000 11 (estimated 15% 60 000 340 000 > 380 000 Extension 11 future) Filling Station

TOTAL ± 297’500

2.5 CONCLUSION ON COMPETITOR STATIONS

From Table 2 it can be seen that ± 297’500l/m will be lost by the competitor sites identified, due to the new proposed site. It is expected that the Proposed Engen Tanganani Filling Station, Proposed Riversands Filling Station and Proposed Diepsloot Extension 11 Filling Station will be the three filling stations to experience the most noticeable impact on fuel sales. Due to the number of future developments planned in the region (refer to the Future Developments Map, Annexure B), resulting in a much higher future traffic

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demand and new markets, these filling stations would still be able to achieve profitable monthly fuel sale volumes.

3 Estimated Sales of Proposed Site

The following empiric formula is used by the fuel industry to calculate the expected average litres of fuel to be sold in a month:

퐿 = 퐴퐷푇 × 퐹̅ × 푝 × 푑

Litres per month (L) = [Vehicles per day passing the site (ADT)] x

[Average fuel fill per vehicle (퐹̅)] x

[Percentage vehicles of pass-by traffic turning into the site (p)] x [Average full normal trading days in a month (d)]

Each one of these factors used in the calculation for fuel sales are discussed in the following subsections of this chapter.

3.1 TRAFFIC DEMAND (ADT)

Traffic Counts were used to determine the traffic demand and traffic volume for the study area. WSP commissioned a traffic count at the following intersection on Thursday 14 April 2016:

 R511 (K46) and Broadacres Drive Intersection.

The traffic count was classified according to 3 vehicle classes (i.e. light-, heavy- and minibus taxi vehicles). Details of the counts are attached at the back of the report as Annexure D.

The site is exposed to an Average Daily Traffic (ADT) volume of approximately 42’500 vehicles per day travelling along the R511 and Broadacres Drive, with heavy vehicles and taxis respectively constituting approximately 13% and 3% of the traffic. For the purpose of this investigation, the ADT is split as follows:

 15’532 veh/day travelling south along the R511, directly past the site;

 14’227 veh/day travelling north along the R511 past the site, but on the opposite side of the road (No access);

 2’134 veh/day travelling east along the Broadacres Drive, directly past the site; and

 9’610 veh/day travelling west along the Broadacres Drive past the site; but on the opposite side of the road (No access).

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As indicated on the attached Future Developments Map (Annexure B), Steyn City and Riversands development is planned north of the proposed site. This development will results in a major increase in traffic along William Nicol Drive (K46) past the site. The site is thus expected to be exposed to the following additional future traffic:

 3’500 veh/day to travel southbound along William Nicol Drive (K46) past the site as a result of the surrounding Steyn City and Riversands development.

3.2 AVERAGE FILL (퐹̅)

The average fill expected for the subject site was estimated, based on the following:

 Location of the site (low-income, medium-income or affluent area);

 Type of traffic to be served (local or transit); and

 Average fills recorded at other filling stations in the area.

The study site is located to mainly serve the transit market along the R511, but also local markets of Helderfontein. In order to get an indication of the average fill in die study area, surveys were conducted at the competitor filling stations. The average fills recorded at the competitor sites were between 10 and 26 litres per vehicle. The subject site’s average fill will more likely correspond with the higher fill rates recorded. The traffic passing the site along the R511 does however consist of a high percentage of minibus taxis, which will result in a lower fill rate. This will however increase the interception rate.

Based on the above, and from WSP’s experience with existing filling stations similar to the proposed station, an average fill of 21 litres per vehicle was adopted for the subject site.

3.3 INTERCEPTION RATES (P)

The turn-in percentages (interception rates) are determined by the following factors:

 Convenience (clean new facility and easily accessible);

 Visibility (adequate time to decide whether to use the facility or not);

 The amount of passer-by traffic (fixed, as per traffic count);

 Type of traffic (transit or local; income level of the area also a factor);

 Other nearby filling stations (competitor sites);

 Service provided to public (car wash, convenience shop, ATM; etc);

 Good accesses (proper deceleration and acceleration lanes);

 Location (homebound or workbound); and

 Site layout (large enough to provide proper site circulation).

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From previous experiences with filling station developments, WSP has determined the relationship between the interception rate and the passing traffic volumes of a site. This relationship is illustrated by the following graph and is used as a general guideline for estimating the interception rates expected for the subject site. These expected interception rates for the proposed development are also indicated on the graph, and tabulated in Table 3.

y = 885.92x-0.6293 Interception Rate vs ADT R2 = 0.3972 15

9 Local

3 R511 SB Interception Rate (%)Rate Interception

Broadacres Drive NB & SB 0 0 5000 10000 15000 20000 25000 30000 35000 40000 ADT (veh/day)

Table 3: Expected Interception Rates

ADT: ± 42’500 veh/day

TRAFFIC VOLUME ROAD AND DIRECTION ADOPTED INTERCEPTION RATE (veh/day)

R511 Southbound 16 532 2.75%

R511 Northbound 14 227 0%

Broadacres Drive Northbound 9 610 2.00% and Southbound

Broadacres Drive Local 2 134 6.00%

A relatively high interception rate is expected for the southbound traffic travelling along the R511. This traffic stream will have direct and easy access to the facility. This stream also consists of high percentage minibus taxis, which tend to have lower fills but higher interception rates. There are a few existing and proposed filling station located along R511. With these sites also to serve the southbound traffic flow, an interception rate higher than 6% is not expected.

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3.4 FULL TRADING DAYS IN A MONTH (D)

The definition of full normal trading days in a month is the number of typical weekday sales in a month. A typical weekday is a Tuesday, Wednesday or a Thursday during a week with no school holidays or public holidays. If there was no variation in the traffic there would have been 30.5 (365/12) full normal trading days in a month. If, for example, the weekend traffic demand is lower than during the week, the full normal trading days in a month becomes less. It is thus wrong to assume that a default value of 30.5 days should be used due to the fact that a 24 hour facility will be operated each day of the month.

Traffic patterns in the study area largely determine the number of trading days per month. For filling stations situated in areas largely exposed to commuter or transit traffic, a max of 28 full trading days in a month can be expected if the Saturdays have high traffic volumes. The 28 days is based on the theory that Sunday only count for half a trade day, resulting in only 6½ full days of trading each week.

For the subject site 28 trading days per month was assumed.

3.5 EXPECTED MONTHLY SALES

The estimated fuel sales are calculated in Table 4. A general guideline is used when estimating fuel sales for future years. Upon the first two years of operation a filling station’s fuel sales only reach a high percentage (85-95%) of its full potential. The full sales potential (100%) is usually only reached during the third year of operation.

Detailed calculations for diesel sales were not conducted for this study. Diesel sales normally constitute 4 – 12% of the total fuel sales as there are usually other competitors that already cater for the diesel market. For the purpose of the study and considering the surrounding area, it was assumed that diesel transactions will account for 15% of the monthly fuel sales. Furthermore, the average fill on diesel is more than that of petrol, but the profit per litre is lower. It is thus assumed that the typical profit on diesel transactions will be similar to the profit on petrol transactions. A summary of the estimated fuel sales is presented in Table 4.

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Table 4 : Estimated Fuel Sales per Month

K46 HELDERFONTEIN FILLING STATION MONTHLY SALES POTENTIAL PETROL & DIESEL

R 511 Broadacres Dr MOVEMENT Mov 10 & 12 (NB & Mov 8 & 9 (SB) Mov 3,7 & 11 (Local) SB)

Traffic Flow (13hr) - 2016 13 777 1 778 8 008 Traffic Flow (24hr) - 2016 16532 2134 9610 Average Fill (Litres/Veh) 21.0 21.0 21.0 Trading Days (Days/Month) 28 28 28 Interception Rate (%) 2.75% 6.00% 2.00% SUB-TOTAL 267 329 75 273 113 009

TOTAL ESTIMATED CURRENT MONTHLY SALES POTENTIAL 455 611

ANNUAL FORECAST - MONTHLY SALES POTENTIAL

PERIOD POTENTIAL GROWTH ESTIMATED LITRES TOTAL

Percentage Growth LITRES YEAR PETROL DIESEL of Potential Rate PER MONTH

1 2017 85% 8.00% 355 513 62 738 418 251 2 2018 95% 8.00% 429 126 75 728 504 854 3 2019 100% 8.00% 487 848 86 091 573 939

The estimated fuel sales for the proposed filling stations’ third year of operation are approximately 573’000 litres per month. As indicated in Table 2, it is expected that approximately 297 500 litres of this projected monthly fuel sale volume will be gained from existing competitor stations and other future stations within the study area. The remaining volume will be gained from various stations outside the study area, and most importantly, from the future vehicles on the road network as a result of the large number and the scale of the developments in the area.

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4 Feasibility of Proposed Site

WSP has previously consulted with filling station developers and considered several new filling station development cases for minimum monthly fuel sale thresholds. Table 5 below provides a summary of the typical costs associated with a new, modern filling station development located on a site roughly similar to the proposed site.

Table 5 : Typical Costs of a New Filling Station

COST ITEM COST COST

1. ZONED PROPERTY R 2 450 000.00 1.1 Rights, EIA, Licences, etc. R 500 000.00 1.2 Land Cost R 1 500 000.00 1.3 Developer Profit R 500 000.00 1.4 Bulk Service Contribution R 250 000.00 2. CIVIL ENGINEERING CONTRACT R 3 800 000.00 2.1 Access (External Roads) R 1 900 000.00 2.2 Internal Roads (incl. paving & kerbs) R 1 100 000.00 2.3 Earthworks R 500 000.00 2.4 Services R 100 000.00 3. BUILDER’S CONTRACT R 3 600 000.00 3.1 Building R 1 300 000.00 3.2 Canopy R 1 000 000.00 3.3 Signage R 200 000.00 3.4 Shop Fitting R 500 000.00 3.5 Computer & CCTV System R 300 000.00 3.6 Generator R 200 000.00 4. OTHER R 1 300 000.00 4.1 Franchise Fee R 250 000.00 4.2 Professional Fees R 800 000.00 4.3 Gardens, Irrigation and Fencing R 250 000.00 TOTAL R 11 150 000.00

FEASIBILITY STUDY & IMPACT ON SURROUNDING SITES 21667

NEW HELDERFONTEIN K46 FILLING STATION Issue1

The cost variation of a filling station development is largely influenced by the cost of the zoned property and the civil engineering works (mainly the cost of the earthworks and the accesses). Considering the costs tabulated in Table 5, major fuel companies generally regard such a site feasible if the projected fuel sales are in the region of 300’000 litres per month. Given the expected fuel sales tabulated in Table 4 (488 000L/m), it can be concluded that the proposed site will indeed be feasible for the development of a filling, if the typical estimated costs tabulated in table 5 is also considered.

FEASIBILITY STUDY & IMPACT ON SURROUNDING SITES 21667

NEW HELDERFONTEIN K46 FILLING STATION Issue1

5 Other Traffic Engineering Considerations

5.1 IMPACT ON TRAFFIC FLOW PAST THE SITE (SAFETY)

Road authorities have identified the possible negative impact a filling station can have on the traffic flow past a site. After proper research and the input from various experienced traffic engineers, the BB22 design manual was compiled to ensure the construction of proper and safe accesses to filling stations.

Preceding deceleration lanes and turning lanes at the accesses will assist vehicles to safely enter and exit the site. It is confirmed that the access to the proposed site can comply with the minimum standards of relevant design documents. The site is large enough to accommodate all minimum distances required. The existing road geometry also ensures good sight distances, which is a key factor in determining traffic safety at any intersection.

The impact of the proposed filling station on the existing traffic flow is considered for the following two phases:

5.1.1 During the Construction Phase

During the construction phase, construction vehicles or even abnormal vehicles or freight could affect and/or disrupt current traffic flows. During this phase possible traffic congestion or increase in congestion, temporary obstructions in the roadway and the influence on adjacent developments must be considered.

5.1.2 During the Operational Phase

During the operational phase the existing traffic flow patterns on the roadways adjacent to the proposed site are expected to vary and change over time. Filling stations are developments that intercept trips from the background traffic as opposed to other developments that generate additional trips. The interception of traffic could cause minor disruptions if not considered thoroughly.

The following issues should be considered to minimise the possible negative impacts the proposed filling station might have on the passing traffic during the operational phase:

 The detail design of the proposed filling station should adhere to the prescribed specifications (and subsequent approval) of the applicable road authorities;

 Care should be taken pertaining to the placing of signage in the proximity of access points to the proposed filling station;

 Issues pertaining to damages and poor condition of the roads in close proximity of the site should be reported to the applicable authority and custodian of the respective roads; and

2 GAUTRANS, 2002. BB2: Guidelines for Filling Stations Accesses. May 2002 Revised Draft Edition

FEASIBILITY STUDY & IMPACT ON SURROUNDING SITES 21667

NEW HELDERFONTEIN K46 FILLING STATION Issue1

 Appropriate signage and traffic measures should be implemented at the site to ensure safe and convenient access for passing traffic.

It is concluded that the impact on the existing traffic past the site will not be negatively affected by the proposed filling station’s operations if all possible issues mentioned are addressed.

5.2 DELIVERY VEHICLE PATH

Similar to road safety, the path of the delivery vehicle is also evaluated by the road authority. The geometric standards adopted in the design manuals allow for a delivery vehicle to enter and exit a site safely. Typically, the entrance lane width should be at least 5 m to accommodate a Single Unit + Trailer Heavy Vehicle. For light vehicles a minimum with of only 3.5m is required.

It is concluded that the proposed site will be able to accommodate such delivery vehicles.

FEASIBILITY STUDY & IMPACT ON SURROUNDING SITES 21667

NEW HELDERFONTEIN K46 FILLING STATION Issue1

6 Conclusion

The following conclusions were made with regard to the proposed filling station:

 The expected fuel sales for the proposed filling station development are summarised in Table 4. The estimated fuel sales for the proposed filling stations’ third year of operation is approximately 573’000 litres per month; which makes the proposed filling station feasible

 It is expected that the Proposed Engen Tanganani Filling Station, Proposed Riversands Filling Station and Proposed Diepsloot Extension 11 Filling Station will be the three filling stations to experience the most noticeable impact on fuel sales. Due to the number of future developments planned in the region (refer to the Future Developments Map, Annexure B), resulting in a much higher future traffic demand and new markets, these filling stations would still be able to achieve profitable monthly fuel sale volumes.

General Conclusion

 Considering the costs tabulated in Table 5, major fuel companies generally regard such a site feasible if the projected fuel sales are in the region of 300’000 litres per month. Given the expected fuel sales tabulated in Table 4, it can be concluded that the proposed site will indeed be feasible for the development of a filling station.

FEASIBILITY STUDY & IMPACT ON SURROUNDING SITES

NEW HELDERFONTEIN K46 FILLING STATION Issue1

Figures

Figure 1 : Locality Plan

Figure 2 : Competitor Sites

Schematic layout

NORTH

R511 TRAFFIC MOVEMENTS COUNTED DEVELOPMENT SITE

21667_CPD William Nicol FS,Helderfontein_1 Project: Figure Description: No. 21667 CPD WILLIAM NICOL FS, HELDERFONTEIN LOCALITY PLAN 1 Proposed 9 Filling Schematic layout Station

Proposed Filling Station 10 NORTH

Proposed Filling Station 11

N 14 F F CATCHMENT MARKETS:

(R511) William Nicol Drive (K46) A Transit Market Dainfern B Local Market C Beverley AH Local Market B E Glenfernes AH D Local Market Century Helderfontein E Local Market Future Riversands and Steyn City SITE D F Local Market

1 C COMPETITOR SITES:

2 1 Caltex R511 (Witkoppen Motors) 2 BP Fourways Gardens 3 BP Fourways Crossing 6 3 4 Engen Fourways 5 4 5 Sasol Fourways Mall 6 Caltex Cedar Rd 7 BP Service Station (East of R511) 8 BP Service Station (West of R511) 9 Proposed Riversands Filling Station

10 Proposed Engen Tanganani Filling Station 7 8 11 Proposed Diepsloot Ext.11 Filling Station

21667_ CPD Wiliam Nicol FS,Helderfontein _Competitor Site s _2.cdr Project: Figure Description: No. CPD WILLIAM NICOL FILLING STATION, HELDERFONTEIN COMPETITOR SITES 2 FEASIBILITY STUDY & IMPACT ON SURROUNDING SITES

NEW HELDERFONTEIN K46 FILLING STATION Issue1

Annexures

Annexure A: Photos

Annexure B: Future Developments Map (JHB North)

Annexure C: Proposed Access Layout

Annexure D: Traffic Count

FEASIBILITY STUDY & IMPACT ON SURROUNDING SITES

NEW HELDERFONTEIN K46 FILLING STATION Issue1

Annexure A

Photos

FRONT VIEW OF THE PROPOSED SITE

21667_1 Project: Figure Description: No. PROPOSED SITE HELDERFONTEIN K46 FILLING STATAION 1

CALTEX R511 (Witkoppen Motors)

21667_2 Project: Figure Description: No. HELDERFONTEIN K46 FILLING STATAION COMPETITOR SITE 2

BP Fourways Garden

21667_3 Project: Figure Description: No. COMPETITOR SITE HELDERFONTEIN K46 FILLING STATAION 3

BP Fourways Crossing

21667_4 Project: Figure Description: No. COMPETITOR SITE HELDERFONTEIN K46 FILLING STATAION 4

ENGEN Fourways

21667_5 Project: Figure Description: No. COMPETITOR SITE HELDERFONTEIN K46 FILLING STATAION 5

SASOL Fourways Mall

21667_6 Project: Figure Description: No. COMPETITOR SITE HELDERFONTEIN K46 FILLING STATAION 6

CALTEX CEDAR ROAD

21667_7 Project: Figure Description: No. COMPETITOR SITE HELDERFONTEIN K46 FILLING STATAION 7

BP Service Station (East of R511)

21667_8 Project: Figure Description: No. COMPETITOR SITE HELDERFONTEIN K46 FILLING STATAION 8

BP Service Station (West of R511)

21667_9 Project: Figure Description: No. COMPETITOR SITE HELDERFONTEIN K46 FILLING STATAION 9

VIEW OF THE PROPOSED ENGEN TANGANANI FILLING STATION

21667_10 Project: Figure Description: No. HELDERFONTEIN K46 FILLING STATAION COMPETITOR SITE 10

VIEW OF THE PROPOSED RIVERSANDS FILLING STATION

21667_11 Project: Figure Description: No. HELDERFONTEIN K46 FILLING STATAION COMPETITOR SITE 11

VIEW OF THE PROPOSED DIEPSLOOT EXT 11 FILLING STATION

21667_12 Project: Figure Description: No. HELDERFONTEIN K46 FILLING STATAION COMPETITOR SITE 12 FEASIBILITY STUDY & IMPACT ON SURROUNDING SITES

NEW HELDERFONTEIN K46 FILLING STATION Issue1

Annexure B

Future Developments Map (JHB North)

N14 Development

Tanganani

Country View Century Diepsloot Ext 16 West Century Riversands Valumax Diepsloot Ext 12 Blue Hills

Summit College Steyn City

Riverside View Ext 29

Chartwell Ext 1

Riverside View Ext 24, 25 & 26 Cosmo City Riverside View Ext 60 (Kleeve) Mushroom Century Helderfontein Farm

Waterfall Estate

Mall of Africa

LEGEND:

- Subject Site

Project: FUTURE DEVELOPMENT PLAN (Johannesburg North) FEASIBILITY STUDY & IMPACT ON SURROUNDING SITES

NEW HELDERFONTEIN K46 FILLING STATION Issue1

Annexure C

Proposed Access Layout

60.000

R20.000

R15.000

WILLIAM NICOL DRIVE (K46) EXISTING PUBLIC TRANSPORT FACILITY

DESIGN SPEED 100km/h

145.000

1.98 13.30

R15.000 1.00 10.00 BROADACRES DRIVE 0.00

R10.000 0.71 3.35

SASOL SEMI (SU+T) meters Tractor Width : 2.59 Lock to Lock Time : 6.0 Trailer Width : 2.59 Steering Angle : 40.0 Tractor Track : 2.59 Articulating Angle : 70.0 Trailer Track : 2.59

DESIGN VEHICLE

DESIGN SPEED 60km/h 45.000 LEGEND: 75.000

PROPOSED ROAD WIDENING PROPOSED NEW SITE BOUNDARY

CLIENT: PROJECT: SCALE @ A3: CHECKED: APPROVED: 1:1500 E. KOTZE E. KOTZE PR No.: --- CENTURY HELDERFONTEIN FILLING STATION DESIGN: DRAWN: DATE: - - ND MOKANSI 2016/04/25 B 2016-04-26 DM REVISED AS PER GAUTRANS COMMENTS E.K E.K PROJECT No: DRAWING No: REV: TITLE: A 2016-04-02 DM ISSUED FOR DISSCUSION - - WSP Group Africa (Pty) Ltd 2016/04/28 02:34:10 PM Z:\21000\21667 CPD William Nicol FS, Helderfontein\3 - Drawings\3.3 Drawings\XREF CIVIL\XREF_CIVIL 3.dwg REV DATE BY DESCRIPTION CHK APD Commercial Civils 21667 SKC001 B 314 Glenwood Road, Lynnwood Park, Pretoria, 0081 PROPOSED SITE AND ACCESS LAYOUT DRAWING STATUS: If drawing status = construction, a signed copy of this drawing (either in hardcopy PostNet Suite 287, Private Bag X025, Lynnwood Ridge, 0040 C COPYRIGHT RESERVED Tel: +27(0)12-762-1200 Fax: +27(0)12-762-1301 www.wspgroup.co.za PRELIMINARY or electronic format) is available at the office of origin and at the office of issue. The content of this document is privileged and confidential and may not be disclosed or reproduced without the express authorisation of the author, being "WSP GROUP AFRICA (PTY) LTD" PLOT DATE: CAD FILE NAME: TEMPLATE VERSION 1.0 FEASIBILITY STUDY & IMPACT ON SURROUNDING SITES

NEW HELDERFONTEIN K46 FILLING STATION Issue1

Annexure D

Traffic Count

SITE LOCATION: FOURWAYS JOB NR: UT2016-028 DRAWN: CG SURVEY DATE: 14 April 2016 DWG TITLE: UT2016-028 - HELDERFONTEIN SURVEY TIMES: 6H00-19H00 JOB TITLE: HELDERFONTEIN - TRAFFIC COUNT TRAFFIC SURVEY CONSULTANT: UNITRAF (PTY) LTD DWG NR: UT2016-028 - P1 SITE LOCATION: FOURWAYS JOB NR: UT2016-028 DRAWN: CG SURVEY DATE: 14 April 2016 DWG TITLE: UT2016-028 - HELDERFONTEIN SURVEY TIMES: 6H00-19H00 JOB TITLE: HELDERFONTEIN - TRAFFIC COUNT TRAFFIC SURVEY CONSULTANT: UNITRAF (PTY) LTD DWG NR: UT2016-028 - P1

WILLIAM NICOL DR (R511)

9 8 7 S S E E R R C C

A 6 A

R 10 R D D D 5 D A 11 A O 4 O R 12 R B B

1 2 3

WILLIAM NICOL DR (R511) Schematic layout

NORTH

2098 332 481 504 7490 1658

NORTH

1766 277 359 420 6242 1382

21667_ CPD William Nichol Filling Station, Helderfontein .cdr Project: Figure: No. CPD WILLIAM NICHOL FILLING STATION, 2016 EXISTING TRAFFIC VOLUMES HELDERFONTEIN SITE LOCATION: FOURWAYS JOB NR: UT2016-028 DRAWN: CG SURVEY DATE: 14 April 2016 DWG TITLE: UT2016-028 - HELDERFONTEIN SURVEY TIMES: 6H00-19H00 JOB TITLE: HELDERFONTEIN - TRAFFIC COUNT TRAFFIC SURVEY CONSULTANT: UNITRAF (PTY) LTD DWG NR: UT2016-028 - P1 2 0 0 7 9 4 1 1

WILLIAM NICOL DR (R511)

9 8 7 R R D D

210 S S 42 E 6 E R 10 R C 5 C 5 A 11 4260 A 17 D 4 D A 12 A

543 O O 184 R R B B

1 2 3

WILLIAM NICOL DR (R511) 4 7 7 9 1 4 5 2 1

Peak time : 06:45 - 07:45 Background peak : 5 5 3 0 4 1 1 7

WILLIAM NICOL DR (R511)

9 8 7 R R D D

144 S S 11 E 6 E R 10 R C C

28 A 11 2967 5 A 33 D D

A 12 4 A

431 O O 92 R R B B

1 2 3

WILLIAM NICOL DR (R511) 5 5 5 3 4 8 5 7

Peak time : 14:00 - 15:00 Background peak : 1 3 6 0 2 3 2 2 1

WILLIAM NICOL DR (R511) R R D D

160 S S 23 E E R R C C

39 A 4482 A 33 D D A A

447 O O 84 R R B B

WILLIAM NICOL DR (R511) 2 7 3 1 1 6 3 6 1 1

Peak time : 16:15 - 17:15 Background peak : SITE LOCATION: FOURWAYS JOB NR: UT2016-028 DRAWN: CG SURVEY DATE: 14 April 2016 DWG TITLE: UT2016-028 - HELDERFONTEIN SURVEY TIMES: 6H00-19H00 JOB TITLE: HELDERFONTEIN - TRAFFIC COUNT TRAFFIC SURVEY CONSULTANT: UNITRAF (PTY) LTD DWG NR: UT2016-028 - P1

WILLIAM NICOL DR (R511)

9 8 7 R R D D S S E E

R 6 R

C 10 C

A 5 A

D 11 D A 4 A

O 12 O R R B B

1 2 3

WILLIAM NICOL DR (R511)

AM PEAK (06H00 - 9H00) MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 DIRECTION: LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT PEAK HOUR CALCULATIONS TIME STARTING: NORTHBOUND EASTBOUND SOUTHBOUND WERSTBOUND TOTALS 06:00 06:15 25 181 5 50 1 2 1 334 6 26 2 98 731 06:15 06:30 29 227 4 49 1 7 4 333 8 33 2 92 789 06:30 06:45 27 372 8 42 2 9 4 317 17 38 2 87 925 06:45 07:00 47 385 6 41 5 10 1 359 18 74 2 126 1 074 3 519 07:00 07:15 55 395 15 47 5 9 6 349 13 59 1 140 1 094 3 882 07:15 07:30 73 347 16 52 3 11 5 330 30 48 - 154 1 069 4 162 07:30 07:45 42 347 22 44 4 12 5 364 29 29 2 123 1 023 4 260 Max volume 07:45 08:00 79 355 21 53 4 16 12 325 36 41 1 101 1 044 4 230 08:00 08:15 88 277 10 47 5 5 3 277 25 43 5 175 960 4 096 08:15 08:30 83 257 14 57 8 5 4 239 29 44 5 165 910 3 937 08:30 08:45 82 209 14 55 10 9 8 259 26 35 6 158 871 3 785 08:45 09:00 107 208 11 26 14 6 3 213 29 31 1 129 778 3 519 TOTALS 737 3 560 146 563 62 101 56 3 699 266 501 29 1 548 11 268

MID-DAY PEAK (09H00 - 15H00) MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 DIRECTION: LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT PEAK HOUR CALCULATIONS TIME STARTING: NORTHBOUND EASTBOUND SOUTHBOUND WERSTBOUND TOTALS 09:00 09:15 101 179 9 26 7 10 4 209 21 35 9 135 745 09:15 09:30 76 163 14 39 10 5 8 217 21 29 8 127 717 09:30 09:45 91 167 12 19 12 5 2 186 29 29 2 134 688 09:45 10:00 102 161 16 23 15 8 9 153 26 14 8 158 693 2 843 10:00 10:15 92 152 19 18 10 4 3 152 20 22 5 138 635 2 733 10:15 10:30 98 159 16 20 10 4 3 176 19 28 8 143 684 2 700 10:30 10:45 108 150 12 26 10 2 5 171 21 18 8 144 675 2 687 10:45 11:00 89 120 15 25 4 2 5 169 21 29 5 122 606 2 600 11:00 11:15 115 143 13 15 9 6 4 138 20 16 3 112 594 2 559 11:15 11:30 122 133 21 22 9 3 6 153 24 21 5 141 660 2 535 11:30 11:45 111 161 21 15 5 4 4 181 17 33 2 115 669 2 529 11:45 12:00 109 147 23 19 11 4 8 135 20 26 9 145 656 2 579 12:00 12:15 122 158 21 16 5 9 1 183 46 22 5 119 707 2 692 12:15 12:30 108 140 17 26 8 7 3 165 36 20 4 123 657 2 689 12:30 12:45 132 120 20 18 8 3 3 178 35 37 3 128 685 2 705 12:45 13:00 115 167 20 14 6 3 4 169 24 35 3 111 671 2 720 13:00 13:15 110 134 25 22 7 7 4 151 36 23 9 124 652 2 665 13:15 13:30 118 168 15 20 7 6 2 138 17 31 6 99 627 2 635 13:30 13:45 110 180 17 18 6 3 8 193 31 34 6 139 745 2 695 13:45 14:00 120 149 19 23 8 3 5 191 30 29 1 111 689 2 713 14:00 14:15 136 172 18 24 7 2 3 170 24 28 10 97 691 2 752 14:15 14:30 136 197 20 17 4 4 3 185 26 43 7 112 754 2 879 14:30 14:45 106 222 25 24 11 1 2 197 26 45 6 108 773 2 907 14:45 15:00 157 154 22 27 11 4 5 193 29 28 5 114 749 2 967 Max volume TOTALS 2 684 3 796 430 516 200 109 104 4 153 619 675 137 2 999 16 422

PM PEAK (15H00 - 18H00) MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 DIRECTION: LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT PEAK HOUR CALCULATIONS TIME STARTING: NORTHBOUND EASTBOUND SOUTHBOUND WERSTBOUND TOTALS 15:00 15:15 137 173 16 15 5 1 6 240 53 26 8 102 782 15:15 15:30 138 273 33 22 8 1 4 265 51 38 3 112 948 15:30 15:45 139 281 32 16 5 6 7 252 34 50 8 105 935 15:45 16:00 156 294 19 24 10 7 3 280 38 28 6 121 986 3 651 16:00 16:15 159 328 33 15 4 6 6 304 43 47 6 97 1 048 3 917 16:15 16:30 141 336 41 21 7 6 5 371 64 49 10 118 1 169 4 138 16:30 16:45 156 351 40 14 5 8 3 303 58 46 5 98 1 087 4 290 16:45 17:00 172 305 37 24 9 7 9 301 47 32 12 112 1 067 4 371 17:00 17:15 148 320 45 25 12 2 3 386 54 33 12 119 1 159 4 482 Max volume 17:15 17:30 191 300 32 14 14 8 10 295 33 30 14 84 1 025 4 338 17:30 17:45 192 303 48 17 17 3 3 270 54 42 16 105 1 070 4 321 17:45 18:00 185 242 41 21 8 5 3 286 53 35 22 90 991 4 245 18:00 18:15 164 278 53 20 12 6 4 232 59 40 28 123 1 019 4 105 18:15 18:30 166 292 44 15 11 - 9 203 51 38 7 121 957 4 037 18:30 18:45 155 248 43 24 20 - 9 167 38 27 16 90 837 3 804 18:45 19:00 165 176 37 16 11 1 5 133 22 29 20 98 713 3 526 TOTALS 2 564 4 500 594 303 158 67 89 4 288 752 590 193 1 695 15 793

Background peak hour MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 DIRECTION: LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT TIME STARTING: NORTHBOUND EASTBOUND SOUTHBOUND WERSTBOUND TOTALS 16:15 17:15 617 1312 163 84 33 23 20 1361 223 160 39 447 4 482 SITE LOCATION: FOURWAYS JOB NR: UT2016-028 DRAWN: CG SURVEY DATE: 14 April 2016 DWG TITLE: UT2016-028 - HELDERFONTEIN SURVEY TIMES: 6H00-19H00 JOB TITLE: HELDERFONTEIN - TRAFFIC COUNT TRAFFIC SURVEY CONSULTANT: UNITRAF (PTY) LTD DWG NR: UT2016-028 - P1 9 7 2 1 6 2 1 9

WILLIAM NICOL DR (R511) R R D D

160 S S 40 E E R R C C

8 A 3385 A 12 D D A A

552 O O 195 R R B B

WILLIAM NICOL DR (R511) 0 5 5 8 6 6 2 9

Peak time : 07:15 - 08:15 Background peak : 1 6 2 0 3 1 1 5

WILLIAM NICOL DR (R511) R R D D

135 S S 8 E E R R C C

28 A 2521 A 18 D D A A

425 O O 89 R R B B

WILLIAM NICOL DR (R511) 5 0 4 3 5 8 5 5

Peak time : 14:00 - 15:00 Background peak : 1 0 1 0 1 0 2 2 1

WILLIAM NICOL DR (R511) R R D D

149 S S 21 E E R R C C

39 A 3705 A 31 D D A A

436 O O 78 R R B B

WILLIAM NICOL DR (R511) 7 1 2 1 3 6 6 9 1

WILLIAM NICOL DR (R511)

9 8 7 R R D D S S E E

R 6 R

C 10 C

A 5 A

D 11 D A 4 A

O 12 O R R B B

1 2 3

WILLIAM NICOL DR (R511)

AM PEAK (06H00 - 9H00) MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 PEAK HOUR DIRECTION: LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT CALCULATIONS TIME STARTING: NORTHBOUND EASTBOUND SOUTHBOUND WERSTBOUND TOTALS 06:00 06:15 24 128 5 50 1 2 1 171 6 24 2 97 511 06:15 06:30 26 139 4 49 1 7 4 174 8 31 2 92 537 06:30 06:45 26 259 7 42 2 9 4 191 11 36 2 87 676 06:45 07:00 47 234 6 40 5 10 - 263 16 63 2 126 812 2 536 07:00 07:15 50 259 14 47 5 9 5 228 12 49 1 140 819 2 844 07:15 07:30 71 226 14 52 3 11 5 240 30 47 - 154 853 3 160 07:30 07:45 42 263 22 44 2 10 5 260 28 29 2 123 830 3 314 07:45 08:00 79 278 19 53 3 15 10 241 36 41 1 100 876 3 378 08:00 08:15 88 198 10 46 4 4 2 226 25 43 5 175 826 3 385 Max volume 08:15 08:30 83 210 14 57 8 5 4 190 28 44 5 163 811 3 343 08:30 08:45 82 163 13 54 8 7 5 202 25 34 6 157 756 3 269 08:45 09:00 107 150 11 26 9 5 2 180 29 29 1 128 677 3 070 TOTALS 725 2 507 139 560 51 94 47 2 566 254 470 29 1 542 8 984

MID-DAY PEAK (09H00 - 15H00) MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 PEAK HOUR DIRECTION: LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT CALCULATIONS TIME STARTING: NORTHBOUND EASTBOUND SOUTHBOUND WERSTBOUND TOTALS 09:00 09:15 101 125 9 26 6 9 4 174 20 34 9 134 651 09:15 09:30 76 126 14 39 9 4 7 185 21 29 8 127 645 09:30 09:45 91 115 12 18 8 5 - 148 29 28 2 129 585 09:45 10:00 102 122 15 23 14 8 8 121 26 14 8 158 619 2 500 10:00 10:15 92 114 19 18 9 - 3 118 18 22 5 138 556 2 405 10:15 10:30 98 126 16 20 6 4 3 143 17 26 8 143 610 2 370 10:30 10:45 108 127 12 25 4 2 3 128 19 17 8 142 595 2 380 10:45 11:00 89 86 15 25 3 2 5 131 21 29 5 121 532 2 293 11:00 11:15 115 118 13 14 6 5 4 105 18 15 2 111 526 2 263 11:15 11:30 122 104 19 21 6 2 5 121 24 19 5 136 584 2 237 11:30 11:45 111 131 20 14 - 3 3 141 17 29 2 112 583 2 225 11:45 12:00 109 112 20 19 10 3 5 108 19 25 9 145 584 2 277 12:00 12:15 122 127 17 16 5 6 1 147 44 21 5 118 629 2 380 12:15 12:30 108 106 16 23 7 4 2 125 36 19 4 122 572 2 368 12:30 12:45 132 92 18 17 6 3 2 137 34 33 3 125 602 2 387 12:45 13:00 115 134 17 13 6 - 2 138 23 33 3 111 595 2 398 13:00 13:15 110 111 24 21 5 6 4 114 36 21 9 124 585 2 354 13:15 13:30 118 129 14 18 2 3 - 99 15 25 6 94 523 2 305 13:30 13:45 110 137 15 17 2 2 6 136 30 29 6 137 627 2 330 13:45 14:00 120 119 18 22 4 2 3 134 29 24 1 108 584 2 319 14:00 14:15 136 129 18 23 4 1 3 125 23 25 10 96 593 2 327 14:15 14:30 136 148 19 17 2 3 2 131 25 38 7 111 639 2 443 14:30 14:45 106 166 25 22 7 1 2 138 25 44 6 106 648 2 464 14:45 15:00 157 107 22 27 5 3 5 142 28 28 5 112 641 2 521 Max volume TOTALS 2 684 2 911 407 498 136 81 82 3 189 597 627 136 2 960 14 308

PM PEAK (15H00 - 18H00) MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 PEAK HOUR DIRECTION: LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT CALCULATIONS TIME STARTING: NORTHBOUND EASTBOUND SOUTHBOUND WERSTBOUND TOTALS 15:00 15:15 137 131 15 15 4 1 5 169 47 24 8 97 653 15:15 15:30 138 212 30 22 4 - 3 183 37 35 3 110 777 15:30 15:45 139 211 28 15 5 5 5 196 32 39 8 98 781 15:45 16:00 156 218 19 22 7 6 2 213 38 25 6 118 830 3 041 16:00 16:15 159 254 32 13 3 4 6 256 42 43 6 95 913 3 301 16:15 16:30 141 231 41 19 6 5 5 284 64 48 10 113 967 3 491 16:30 16:45 156 255 40 13 5 7 3 252 46 45 5 97 924 3 634 16:45 17:00 172 212 37 23 9 7 9 210 47 27 12 110 875 3 679 17:00 17:15 148 233 44 23 11 2 3 265 53 29 12 116 939 3 705 Max volume 17:15 17:30 191 213 32 14 13 8 10 212 33 29 14 83 852 3 590 17:30 17:45 192 216 48 17 16 3 3 176 53 40 16 102 882 3 548 17:45 18:00 185 171 41 21 8 5 3 193 53 35 22 87 824 3 497 18:00 18:15 164 207 53 20 12 6 4 167 58 40 28 123 882 3 440 18:15 18:30 166 215 44 15 10 - 9 160 50 37 7 120 833 3 421 18:30 18:45 155 170 43 24 18 - 9 129 38 24 16 89 715 3 254 18:45 19:00 165 123 37 16 6 1 5 103 22 25 20 98 621 3 051 TOTALS 2 564 3 272 584 292 137 60 84 3 168 713 545 193 1 656 13 268

Background peak hour MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 DIRECTION: LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT TIME STARTING: NORTHBOUND EASTBOUND SOUTHBOUND WERSTBOUND TOTALS 16:15 17:15 617 931 162 78 31 21 20 1011 210 149 39 436 3 705 SITE LOCATION: FOURWAYS JOB NR: UT2016-028 DRAWN: CG SURVEY DATE: 14 April 2016 DWG TITLE: UT2016-028 - HELDERFONTEIN SURVEY TIMES: 6H00-19H00 JOB TITLE: HELDERFONTEIN - TRAFFIC COUNT TRAFFIC SURVEY CONSULTANT: UNITRAF (PTY) LTD DWG NR: UT2016-028 - P1 1 5 8 0 4

WILLIAM NICOL DR (R511) R R D D

25 S S 0 E E R R C C

0 A 995 A 0 D D A A

0 O O 1 R R B B

WILLIAM NICOL DR (R511) 5 7 7 1 4

Peak time : 06:15 - 07:15 Background peak : 4 1 6 0 1

WILLIAM NICOL DR (R511) R R D D

9 S S 0 E E R R C C

0 A 325 A 8 D D A A

3 O O 0 R R B B

WILLIAM NICOL DR (R511) 0 0 4 0 1

Peak time : 14:00 - 15:00 Background peak : 5 0 7 0 3

WILLIAM NICOL DR (R511) R R D D

10 S S 0 E E R R C C

0 A 725 A 1 D D A A

4 O O 0 R R B B

WILLIAM NICOL DR (R511) 4 0 3 1 3

Peak time : 16:45 - 17:45 Background peak : SITE LOCATION: FOURWAYS JOB NR: UT2016-028 DRAWN: CG SURVEY DATE: 14 April 2016 DWG TITLE: UT2016-028 - HELDERFONTEIN SURVEY TIMES: 6H00-19H00 JOB TITLE: HELDERFONTEIN - TRAFFIC COUNT TRAFFIC SURVEY CONSULTANT: UNITRAF (PTY) LTD DWG NR: UT2016-028 - P1

WILLIAM NICOL DR (R511)

9 8 7 S S E E R R C C

A 6 A R 10 R D D D D

A 11 5 A O O

R 12 4 R B B

1 2 3

WILLIAM NICOL DR (R511)

AM PEAK (06H00 - 9H00) MOVEMENT NR: 1 3 5 7 9 11 2 4 6 8 10 12 PEAK HOUR DIRECTION: LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT CALCULATIONS TIME STARTING: NORTHBOUND EASTBOUND SOUTHBOUND WERSTBOUND TOTALS 06:00 06:15 1 50 - - - - - 161 - 2 - 1 215 06:15 06:30 3 84 - - - - - 153 - 2 - - 242 06:30 06:45 1 111 1 - - - - 125 4 2 - - 244 06:45 07:00 - 145 - 1 - - - 91 1 11 - - 249 950 07:00 07:15 3 135 - - - - - 112 - 10 - - 260 995 Max volume 07:15 07:30 - 115 - - - - - 86 - - - - 201 954 07:30 07:45 - 78 - - 1 - - 95 - - - - 174 884 07:45 08:00 - 71 - - - - - 78 - - - - 149 784 08:00 08:15 - 71 - - - - - 45 - - - - 116 640 08:15 08:30 - 44 - - - - - 44 - - - - 88 527 08:30 08:45 - 37 - - 1 - - 43 - 1 - - 82 435 08:45 09:00 - 51 - - 2 - - 26 - 1 - - 80 366 TOTALS 8 992 1 1 4 - - 1 059 5 29 - 1 2 100

MID-DAY PEAK (09H00 - 15H00) MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 PEAK HOUR DIRECTION: LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT CALCULATIONS TIME STARTING: NORTHBOUND EASTBOUND SOUTHBOUND WERSTBOUND TOTALS 09:00 09:15 - 49 - - - - - 27 - 1 - - 77 09:15 09:30 - 30 - - - - - 26 - - - - 56 09:30 09:45 - 41 - - 1 - - 32 - - - - 74 09:45 10:00 - 26 - - 1 - - 26 - - - - 53 260 10:00 10:15 - 21 - - - - - 25 - - - - 46 229 10:15 10:30 - 25 - - 1 - - 22 - 2 - - 50 223 10:30 10:45 - 17 - - 1 - - 32 1 - - - 51 200 10:45 11:00 - 26 - - - - - 23 - - - - 49 196 11:00 11:15 - 18 - - - - - 26 - 1 - - 45 195 11:15 11:30 - 18 - - 1 - - 21 - 1 - - 41 186 11:30 11:45 - 21 - - 2 - - 28 - 2 - - 53 188 11:45 12:00 - 22 - - - - - 17 - - - - 39 178 12:00 12:15 - 21 - - - - - 19 - - - - 40 173 12:15 12:30 - 24 - - 1 - - 28 - 1 - - 54 186 12:30 12:45 - 17 - - - - - 30 - 3 - - 50 183 12:45 13:00 - 21 1 - - - - 23 - 1 - - 46 190 13:00 13:15 - 15 - - 1 - - 23 - 1 - - 40 190 13:15 13:30 - 27 - - 1 - - 28 2 4 - 2 64 200 13:30 13:45 - 26 1 - 4 - - 43 - 5 - 1 80 230 13:45 14:00 - 19 - - 1 - - 39 1 4 - 1 65 249 14:00 14:15 - 30 - - 3 - - 35 - 3 - - 71 280 14:15 14:30 - 35 - - 1 - - 46 1 5 - - 88 304 14:30 14:45 - 40 - - 1 - - 45 - 1 - 1 88 312 14:45 15:00 - 35 - - 3 - - 38 - - - 2 78 325 Max volume TOTALS - 624 2 - 23 - - 702 5 35 - 7 1 398

PM PEAK (15H00 - 18H00) MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 PEAK HOUR DIRECTION: LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT CALCULATIONS TIME STARTING: NORTHBOUND EASTBOUND SOUTHBOUND WERSTBOUND TOTALS 15:00 15:15 - 33 - - 1 - - 58 5 2 - - 99 15:15 15:30 - 54 1 - 1 - - 67 14 2 - 2 141 15:30 15:45 - 59 1 - - - - 52 - 11 - 6 129 15:45 16:00 - 64 - - 2 - - 60 - 2 - 1 129 498 16:00 16:15 - 62 - - - - - 43 - 4 - 1 110 509 16:15 16:30 - 97 - - - - - 78 - 1 - 1 177 545 16:30 16:45 - 89 - - - - - 49 12 - - - 150 566 16:45 17:00 - 85 - - - - - 87 - 4 - 1 177 614 17:00 17:15 - 84 1 - 1 - - 115 - 4 - 2 207 711 17:15 17:30 - 81 - - - - - 80 - 1 - 1 163 697 17:30 17:45 - 84 - - - - - 93 - 1 - - 178 725 Max volume 17:45 18:00 - 66 - - - - - 89 - - - - 155 703 18:00 18:15 - 70 - - - - - 63 1 - - - 134 630 18:15 18:30 - 74 - - 1 - - 41 - 1 - 1 118 585 18:30 18:45 - 76 - - 2 - - 36 - 3 - 1 118 525 18:45 19:00 - 50 - - 4 - - 29 - 4 - - 87 457 TOTALS - 1 128 3 - 12 - - 1 040 32 40 - 17 2 272

Background peak hour MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 DIRECTION: LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT TIME STARTING: NORTHBOUND EASTBOUND SOUTHBOUND WERSTBOUND TOTALS 16:45 17:45 - 334 1 0 1 0 0 375 0 10 0 4 725 SITE LOCATION: FOURWAYS JOB NR: UT2016-028 DRAWN: CG SURVEY DATE: 14 April 2016 DWG TITLE: UT2016-028 - HELDERFONTEIN SURVEY TIMES: 6H00-19H00 JOB TITLE: HELDERFONTEIN - TRAFFIC COUNT TRAFFIC SURVEY CONSULTANT: UNITRAF (PTY) LTD DWG NR: UT2016-028 - P1 2 2 5 3

WILLIAM NICOL DR (R511) R R D D

1 S S 4 E E R R C C

0 A 83 A 5 D D A A

4 O O 2 R R B B

WILLIAM NICOL DR (R511) 7 0 1 2

Peak time : 08:00 - 09:00 Background peak : 7 1 6 5

WILLIAM NICOL DR (R511) R R D D

4 S S 6 E E R R C C

0 A 145 A 8 D D A A

6 O O 5 R R B B

WILLIAM NICOL DR (R511) 8 0 4 4

Peak time : 13:00 - 14:00 Background peak : 9 3 5 3

WILLIAM NICOL DR (R511) R R D D

2 S S 3 E E R R C C

0 A 112 A 4 D D A A

8 O O 3 R R B B

WILLIAM NICOL DR (R511) 9 0 6 3

Peak time : 15:00 - 16:00 Background peak : SITE LOCATION: FOURWAYS JOB NR: UT2016-028 DRAWN: CG SURVEY DATE: 14 April 2016 DWG TITLE: UT2016-028 - HELDERFONTEIN SURVEY TIMES: 6H00-19H00 JOB TITLE: HELDERFONTEIN - TRAFFIC COUNT TRAFFIC SURVEY CONSULTANT: UNITRAF (PTY) LTD DWG NR: UT2016-028 - P1

WILLIAM NICOL DR (R511)

9 8 7 R R D D S S E E

R 6 R C 10 C A 5 A D 11 D A 4 A O 12 O R R B B

1 2 3

WILLIAM NICOL DR (R511)

AM PEAK (06H00 - 9H00) MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 PEAK HOUR DIRECTION: LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT CALCULATIONS TIME STARTING: NORTHBOUND EASTBOUND SOUTHBOUND WERSTBOUND TOTALS 06:00 06:15 - 3 - - - - - 2 - - - - 5 06:15 06:30 - 4 - - - - - 6 - - - - 10 06:30 06:45 - 2 - - - - - 1 2 - - - 5 06:45 07:00 - 6 - - - - 1 5 1 - - - 13 33 07:00 07:15 2 1 1 - - - 1 9 1 - - - 15 43 07:15 07:30 2 6 2 - - - - 4 - 1 - - 15 48 07:30 07:45 - 6 - - 1 2 - 9 1 - - - 19 62 07:45 08:00 - 6 2 - 1 1 2 6 - - - 1 19 68 08:00 08:15 - 8 - 1 1 1 1 6 - - - - 18 71 08:15 08:30 - 3 - - - - - 5 1 - - 2 11 67 08:30 08:45 - 9 1 1 1 2 3 14 1 - - 1 33 81 08:45 09:00 - 7 - - 3 1 1 7 - 1 - 1 21 83 Max volume TOTALS 4 61 6 2 7 7 9 74 7 2 - 5 184

MID-DAY PEAK (09H00 - 15H00) MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 PEAK HOUR DIRECTION: LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT CALCULATIONS TIME STARTING: NORTHBOUND EASTBOUND SOUTHBOUND WERSTBOUND TOTALS 09:00 09:15 - 5 - - 1 1 - 8 1 - - 1 17 09:15 09:30 - 7 - - 1 1 1 6 - - - - 16 09:30 09:45 - 11 - 1 3 - 2 6 - 1 - 5 29 09:45 10:00 - 13 1 - - - 1 6 - - - - 21 83 10:00 10:15 - 17 - - 1 4 - 9 2 - - - 33 99 10:15 10:30 - 8 - - 3 - - 11 2 - - - 24 107 10:30 10:45 - 6 - 1 5 - 2 11 1 1 - 2 29 107 10:45 11:00 - 8 - - 1 - - 15 - - - 1 25 111 11:00 11:15 - 7 - 1 3 1 - 7 2 - 1 1 23 101 11:15 11:30 - 11 2 1 2 1 1 11 - 1 - 5 35 112 11:30 11:45 - 9 1 1 3 1 1 12 - 2 - 3 33 116 11:45 12:00 - 13 3 - 1 1 3 10 1 1 - - 33 124 12:00 12:15 - 10 4 - - 3 - 17 2 1 - 1 38 139 12:15 12:30 - 10 1 3 - 3 1 12 - - - 1 31 135 12:30 12:45 - 11 2 1 2 - 1 11 1 1 - 3 33 135 12:45 13:00 - 12 2 1 - 3 2 8 1 1 - - 30 132 13:00 13:15 - 8 1 1 1 1 - 14 - 1 - - 27 121 13:15 13:30 - 12 1 2 4 3 2 11 - 2 - 3 40 130 13:30 13:45 - 17 1 1 - 1 2 14 1 - - 1 38 135 13:45 14:00 - 11 1 1 3 1 2 18 - 1 - 2 40 145 Max volume 14:00 14:15 - 13 - 1 - 1 - 10 1 - - 1 27 145 Max volume 14:15 14:30 - 14 1 - 1 1 1 8 - - - 1 27 132 14:30 14:45 - 16 - 2 3 - - 14 1 - - 1 37 131 14:45 15:00 - 12 - - 3 1 - 13 1 - - - 30 121 TOTALS - 261 21 18 41 28 22 262 17 13 1 32 716

PM PEAK (15H00 - 18H00) MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 PEAK HOUR DIRECTION: LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT LEFT STRAIGHT RIGHT CALCULATIONS TIME STARTING: NORTHBOUND EASTBOUND SOUTHBOUND WERSTBOUND TOTALS 15:00 15:15 - 9 1 - - - 1 13 1 - - 5 30 15:15 15:30 - 7 2 - 3 1 1 15 - 1 - - 30 15:30 15:45 - 11 3 1 - 1 2 4 2 - - 1 25 15:45 16:00 - 12 - 2 1 1 1 7 - 1 - 2 27 112 Max volume 16:00 16:15 - 12 1 2 1 2 - 5 1 - - 1 25 107 16:15 16:30 - 8 - 2 1 1 - 9 - - - 4 25 102 16:30 16:45 - 7 - 1 - 1 - 2 - 1 - 1 13 90 16:45 17:00 - 8 - 1 - - - 4 - 1 - 1 15 78 17:00 17:15 - 3 - 2 - - - 6 1 - - 1 13 66 17:15 17:30 - 6 - - 1 - - 3 - - - - 10 51 17:30 17:45 - 3 - - 1 - - 1 1 1 - 3 10 48 17:45 18:00 - 5 - - - - - 4 - - - 3 12 45 18:00 18:15 - 1 - - - - - 2 - - - - 3 35 18:15 18:30 - 3 - - - - - 2 1 - - - 6 31 18:30 18:45 - 2 - - - - - 2 - - - - 4 25 18:45 19:00 - 3 - - 1 - - 1 - - - - 5 18 TOTALS - 100 7 11 9 7 5 80 7 5 - 22 253