Proposed Car Dealership and Associated Works on Land at Cardiff Gate Business Park, Malthouse Avenue, Cardiff

Proposed car dealership and associated works on land at Cardiff Gate Business Park, Malthouse Avenue, Cardiff

Transport Statement

December 2020

Applicant: Cardiff Gate Business Park

Project no: T20.124

Document ref no: T20.124

Document issue date: 8th December 2020

Project name: Proposed car dealership and associated works

Offices at: Unit 9, Oak Tree Court Suite D, 1st Floor, Mulberry Drive, 220 High Street, Cardiff Gate Business Park, Swansea, Cardiff, CF23 8RS SA1 1NW Tel: 029 2073 2652 Tel: 01792 480535

P O’Connor

CONTENTS

1.0 Introduction ...... 1 2.0 Existing conditions ...... 3 3.0 Development proposals ...... 11 4.0 Transport characteristics ...... 14 5.0 Impact of development proposals ...... 16 6.0 Conclusion ...... 17

Figures

Figure 2.1 Site Location and Highway Network Figure 2.2 Personal Injury Collision Analysis Figure 2.3 Cardiff Integrated Network Map

Appendices

Appendix A Proposed site layout and swept-path analysis Appendix B TRICS analysis – Car sales dealership

1.0 INTRODUCTION

1.1 Background

1.1.1 Asbri Transport Limited have been appointed by Cardiff Gate Business Park to produce a Transport Statement in support of a planning application for the proposed development of a car dealership and associated works on land at Cardiff Gate Business Park, Cardiff.

1.1.2 Cardiff Gate Business Park is located approximately 8 miles north of the city centre and immediately south-west of junction 30 of the M4 motorway. The site is located in the eastern sector of the Business Park which is characterised by the presence of a large number of office units, a motorway service area, a free-standing restaurant and two existing large car dealerships.

1.1.3 The application site is located immediately to the south-west of the existing and operational Cardiff Audi dealership. There is also a Mercedes dealership located nearby and to the west of the application site.

1.1.4 The site area is 10,260 m² in total or 1.026 hectares and the building proposed is some 1,724m² in gross floor area.

1.1.5 The development proposals are for a modern car sales facility providing facilities for both customers and staff. These include:

• Valet facility, service centre workshop and MOT testing facility;

• A parts store and provision for MOT testing and tyre fitting:

• Indoor and outdoor car display areas;

• Customer parking spaces;

• Staff parking spaces; and

• Refuse areas and soft landscaping.

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1.2 Purpose of the report

1.2.1 The purpose of this report is to assess the implications of the proposed development of a new car sales dealership on land on Cardiff Gate Business Park and identify the potential impact of the proposals on the surrounding transport network.

1.3 Structure of the report

1.3.1 Following this introductory chapter, the report is structured as follows:

• Section 2 details the existing situation including an accident analysis within the surrounding highway network;

• Section 3 outlines the development proposals;

• Section 4 considers the likely travel demand generated by the proposed development on the surrounding transport network;

• Section 5 identifies the impact of the proposed new access on the surrounding highway network; and,

• Section 6 provides the conclusions of the report.

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2.0 EXISTING CONDITIONS

2.1.1 The following section of the report describes the characteristics of the highway network in the vicinity of the application site.

2.2 Site location

2.2.1 As outlined above, the application site is situated on Cardiff Gate Business Park located immediately south-west of Junction 30 of the M4 motorway.

2.2.2 Cardiff Gate Business Park is accessed from the grade-separated roundabout junction that provides access to junction 30 of the M4 motorway. The access road is a 2 lane dual carriageway for the first 170m and then becomes a wide single carriageway road once west of the roundabout junction.

2.2.3 In addition to the site’s proximity of Junction 30 of the M4, the site is also located close to the A48 and the A4232 principal traffic routes. These are considered strategic routes in Cardiff’s carriageway hierarchy.

2.2.4 The A4232 follows a southerly alignment from junction 30 of the M4 motorway connecting to the A48(M) by way of a roundabout junction approximately 1.3km to the south of the junction 30 of the M4.

2.2.5 The location of the site is shown on Figure 2.1 below:

Figure 2.1: Site location

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2.3 Highway network

2.3.1 This section of the report examines the local highway network in the vicinity of Cardiff Gate Business Park.

Malthouse Avenue

2.3.2 Malthouse Avenue is the main spine road providing access to Cardiff Gate Business Park. It predominantly provides access to the office floor area located in units to the north and south of the road.

2.3.3 It is a bus route, has street lighting and is provided with footways on both sides of the carriageway. It is a single carriageway road and there are 3 roundabout junctions along its length. It intersects with the roundabout at junction 30 described below.

2.3.4 It provides access to the existing car dealership by way of a compact roundabout junction and a single carriageway. There are designated pedestrian crossing points provided with dropped kerbs and tactile paving along its length.

2.3.5 A bell-mouth for a priority junction has been constructed on the western side and this is positioned equidistant between Malthouse Avenue.

M4 motorway and junction 30

2.3.6 The M4 motorway is the sole motorway link between south-west Wales and Central London, providing access to numerous cities, towns and other main distributor and trunk roads along its length.

2.3.7 Junction 30 of the motorway provides access to North-east Cardiff and onwards to the city centre via the A48 and A4232 roads that are described below. In the vicinity of Junction 30 the motorway is built to a dual 3 lane carriageway standard and is subject to the national speed limit.

2.3.8 Both carriageways of the motorway can be accessed via the roundabout junction which connects to the carriageway by both on and off slip roads. Traffic may also exit the motorway from both carriageways.

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2.3.9 The roundabout junction is part-signalised on its southern section only with entry to the circulatory carriageway from the west-bound motorway off-slip road, the A4232 and the Business Park access road all subject to part-time traffic signal control. The two northern arms of the roundabout and the east- bound on-slip road are not subject to traffic signal control.

2.3.10 The traffic signals predominantly operate during the a.m. and p.m. peak traffic periods, whereas the roundabout operates conventionally at all other times.

Pentwyn Link Road (A4232)

2.3.11 The Pentwyn link road connects the A48(M) described below with the roundabout at junction 30 of the M4. It provides access to the Pontprennau residential area of the city to the west and more recent residential development to its east. It also provides access to a number of retail destinations at Cardiff Gate Retail Park.

2.3.12 The road is a 2-lane dual carriageway, is subject to a 40mph speed limit and is designated a clear-way where stopping by vehicles is prohibited. There are no footways present along its length between the junction 30 roundabout and its roundabout junction with Heol Pontprennau and Church Road.

2.3.13 The road forms a 4-arm roundabout junction with Heol Pontprennau and Church Road approximately 860m to the south of junction 30. There is a signal- controlled pedestrian crossing located immediately north of the roundabout junction.

A48 (M) Eastern Avenue

2.3.14 The A48 (M) follows a north-east to south-west alignment in proximity of the development site. This section of the A48 has motorway status and junctions along its alignment are grade-separated.

2.3.15 It forms a 4-arm grade separated roundabout junction with the A432 and is a dual carriageway as it passes under the roundabout junction. There are on and off-slip roads allowing both carriageways to be accessed and exited at the junction.

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2.3.16 It provides a strategic link to central Cardiff for traffic approaching the city from Newport and the eastern section of the M4 in Wales.

2.4 Highway safety

2.4.1 Personal Injury Collision (PIC) data has been obtained from www.Crashmap.co.uk for the most recent five-year period (2014-2018) available for the study area.

2.4.2 The cordon adopted for the analysis is the geographic area detailed in Figure 2.2.

2.4.3 The latest collision detailed on the site is for 2018 and as such it is not certain that data-set includes data for 2019 or 2020.

2.4.4 The plot of the collision locations is shown in Figure 2.2 below and a summary is presented in Table 2.1 below.

Figure 2.2: Personal Injury collision plot.

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Year No. of personal injury collisions

Fatal Serious Slight 2014 0 0 0 2015 0 1 4 2016 0 0 5 2017 0 0 6 2018 0 0 1 Total 0 1 16 Table 2.1: Summary of personal injury collision data

2.4.5 It is evident from Table 2.1 and Figure 2.2 that there have been 16 collisions within the study area in the previous 5 years.

2.4.6 Of these collisions, only one was reported as resulting in serious injury. This is plotted as having occurred on the A4232 exit from the roundabout junction. The 2018 collision is recorded as having occurred on the motorway.

2.4.7 The majority of collisions took place on the roundabout junction above junction 30 of the M4 with just 1 collision recorded as occurring within Cardiff Gate Business Park.

2.4.8 It is noted that the collisions are clustered where both motorway slip roads intersect with the roundabout’s circulatory carriageway and that here are no injury collisions recorded at the entrance to the west-bound on slip nor at the intersection of the Business Park’s access road with the roundabout.

2.5 Public transport

Bus

2.5.1 The closest bus stop to the site is located approximately 90m south-east of the site on Malthouse Avenue.

2.5.2 The bus services that call at this stop are shown in Table 2.2 and a map of local public transport infrastructure is shown in Figure 2.3.

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Route Route Frequency No.

City centre - Newport Road Approximately every 30 minutes from 07:20 – X59 - East P&R – Cardiff Gate 08:50 Mon-Fri. Business Park Cardiff Gate Business Park - Hourly from 16:31-17:31 Mon-Fri X59 East P&R- Newport Road- City centre Table 2.2: Summary of bus services operating in vicinity of site

2.5.3 As indicated in Table 2.2, there is one bus service which serves the site during the AM and PM peak hour periods, with services provided to Cardiff City centre and Cardiff East Park & Ride facility.

Rail

2.5.4 Llanishen is the closest rail station to the site, located approximately 3.5km to the south-west. Cardiff Railway station is located approximately 8km to the south-west.

2.5.5 Services calling at the railway stations are operated by Transport for Wales. At present, Llanishen is served by a train half hourly in both directions during the AM and PM peak on weekdays and on weekends. A normal service operates on most Bank Holidays.

2.5.6 Journey times are approximately 12 minutes on a direct train from Llanishen to Cardiff Central.

2.6 Pedestrians and cyclists

Pedestrians

2.6.1 As outlined above, there are footways present along the existing access road to Cardiff Gate Business Park however pedestrian provision at junction 30 and along the Penwtyn link road is limited.

2.6.2 There are continuous footways from the application site providing access to the amenities at the service area and the nearest bus stops to the application site.

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2.6.3 The Chartered Institution of Highways and Transportation (CIHT) guidelines for ‘Providing for Journeys on Foot’ indicate that the desirable walking distance for commuting is 500 metres, the acceptable walking distance is 1km, and 2km is the preferred maximum. The desirable walking distance for ‘Elsewhere’ (this includes access to local amenities) is 400m, the acceptable distance is 800m and 1.2km is the preferred maximum.

Cyclists

2.6.4 Currently, there are no cycle routes within the vicinity of the site, however, Cardiff’s Integrated Network Map (IMN) indicates a number of cycle improvements and new routes proposed for the area in which the site is located. A new route is proposed for St Mellons Road, providing cycle access between the site and Cardiff City Centre.

2.6.5 The proposed routes are indicated in Figure 2.3 below.

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Figure 2.3: Cardiff Integrated Network Map

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3.0 DEVELOPMENT PROPOSALS

3.1 Introduction

As outlined above, this report considers the transport implications of a proposed new car sales development of 1,724m² gross floor area located on Cardiff Gate Business Park accessed via Malthouse Avenue.

3.1.1 The proposed site layout is shown in Appendix A.

3.1.2 As can be seen on the site layout the development proposals include:

• Valet facility and service centre workshop;

• A parts store and provision for MOT testing and tyre fitting

• Outdoor and indoor car display areas;

• Customer parking spaces;

• Staff and compound parking spaces; and

• Refuse areas and soft landscaping.

3.1.3 In addition to the new and used vehicle display parking there will be designated car parking provision for staff and customers and this is set out below:

• Customer car parking area for 21 cars in front of the car sales area directly to the south of the site access;

• Staff parking in the northern portion of the site will accommodate 29 car parking spaces.

3.1.4 Further details of car parking provision are detailed later within this section of the report.

3.2 Vehicle access and swept-path analysis

3.2.1 As mentioned previously, the site will be accessed Wagtail Close, which feeds Malthouse Avenue. It benefits from an existing entrance, which is to be retained.

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3.2.2 The access forms a simple priority junction with Wagtail Close, providing access for car transporters, staff and customers of the proposed car sales dealership.

3.2.3 The proposed vehicle access will also provide pedestrian access into the site with a 2m wide pedestrian footway along the western kerb of the proposed access junction. The proposed footway provision will tie in with existing footway provided along the estate access road and wider footway provision on Malthouse Avenue. Internally within the site, a shared surface will be provided.

3.2.4 Swept-path analysis has been undertaken using a 20m car transporter entering the site and performing a turning manoeuvre within the site curtilage as shown in Appendix A.

3.3 Parking provision

3.3.1 Car parking at the proposed development will be provided in accordance with Managing Transportation Impacts (Incorporating Parking Standards) Supplementary Planning Guidance (July 2018), Cardiff’s adopted parking standards.

3.3.2 Car sales is categorised as sui generis by the Local Planning authority.

3.3.3 Table 3.1 below outlines the maximum number of car parking spaces based on the adopted standards.

Location Car Parking standard Maximum Proposed Parking Parking provision provision 1 space for car 1 0 transporter 1 space per 50m2 35 50 Disabled Parking Non-central standards 5% of total capacity and a further 5% of enlarged 5 3 enlarged spaces spaces Table 3.1: Car parking provision

3.3.4 As identified in Table 3.1, a maximum of 35 standard parking spaces and 5 further enlarged disabled motorist spaces are required in accordance with the adopted parking standards. Asbri Transport 12 December 2020>

3.3.5 The following details a schedule of parking assignment at the site and this may be cross-referenced with Appendix A:

3.3.6 A total of 21 customer car parking spaces are to be provided and 29 spaces are to be provided for staff.

3.3.7 Secure cycle storage or stands are to be provided near the main entrance of the sales unit with provision for up to 8 bicycles.

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4.0 TRANSPORT CHARACTERISTICS

4.1 Introduction

4.1.1 In order to assess the impact of the site on the existing transport infrastructure, it is necessary to assess the likely level of vehicular trips generated by the consented land-use and the proposed car sales dealership on the site.

4.1.2 This section of the report, therefore outlines the methodology used to predict traffic generation for the proposed development, and provides an estimate of future trips to/from the development site.

4.1.3 It is envisaged that the MOT facility proposed at the site will be for internal use only and will not be open for use to the general public, therefore, a trip rate has not been derived for this land use.

4.2 Trip rates

4.2.1 The current TRICS national database version 7.7.1 has been used to derive the vehicle trip generation associated with the proposed development.

Proposed use – Car sales

4.2.2 The vehicle trip generation rates for the proposed car sales premises have been obtained from the TRICS 7.7.1 trip generation database.

4.2.3 Sites were selected on the basis of site area and the following selection criteria:

• Land use: Car show rooms;

• Survey days: Monday – Friday;

• Location of the development: UK and Republic of Ireland, excluding Greater London.

• Gross floor area: sites > 2500m²

• Location; edge of town

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4.2.4 The TRICS filtering exercise resulted in a sample of 13 sites that include a wide range of car manufacturers that retail within the UK. The vehicle trip rate for the proposed development has been calculated based on 100m² of gross floor area.

4.2.5 The TRICS output is included at Appendix B and the peak periods identified from the samples selected on TRICS are summarised in Table 4.2 below.

Peak Trip rate Vehicles Period Arrive Depart Total Arrive Depart Total 0800-0900 1.126 0.422 1.638 21 7 28 1400-1500 0.938 0.998 1.936 16 17 33 Daily 9.101 9.178 18.279 157 158 315 Table 4.2: Summary of trip rates per 100m² gfa – car show room

4.2.6 It can be seen from the table above that the proposed car sales premises is likely to attract 28 vehicles two-way in the AM peak period and 33 vehicles two-way in the PM peak period.

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5.0 IMPACT OF DEVELOPMENT PROPOSALS

5.1 Introduction

5.1.1 This section of the report investigates the development proposals potential impact on the surrounding network in light of the previous uses on site.

5.2 Trip generation

5.2.1 Trip generation has been derived from the national TRICS database version 7.7.1.

5.2.2 The forecast vehicle trips generated by the proposed car sales land use is detailed in Table 5.1 below.

Vehicle trip rates Peak period Arrive Depart Total Proposed car sales 0800-0900 21 7 28 1400-1500 16 17 33 Daily 157 158 315 Table 5.1: Vehicle trip generation - proposed development

5.2.3 On the basis of the above, it is considered the peak hour impact of the traffic attracted to the development will have a marginal impact on the performance of the local road network and in particular the roundabout junction at junction 30 of the M4 motorway.

5.2.4 Due to the COVID-19 pandemic and the suppression in demand for movement on the Welsh highway network no traffic surveys have been undertaken.

5.2.5 However, it is considered that the level of peak hour development traffic will result in an immaterial change in traffic flows through the roundabout at Junction 30 of the M4 or the Pentwyn link road.

5.2.6 It is estimated that the percentage change in traffic volumes at the roundabout junction will be in the region of 1%. As such no capacity modelling of the roundabout junction or other off-site junctions is considered to be required.

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6.0 CONCLUSION

6.1 Summary

6.1.1 Asbri Transport Limited have been appointed by Cardiff Gate Business Park to produce a Transport Statement in support of a planning application for the proposed development of a car dealership and associated works.

6.1.2 The site is a currently vacant parcel of land located on Cardiff Gate Business Park but a bell-mouth of a priority junction has been constructed historically into the land.

6.1.3 The development proposals include:

• Creation of a sales centre/ preparation and cosmetic repair workshop;

• New valet facility and service centre workshop and MOT testing;

• Indoor and outdoor car display area;

• Feature display of car area;

• Customer parking comprising 21 spaces;

• Staff parking of 29 spaces; and

• Refuse areas and soft landscaping.

6.1.4 Access to the proposed car sales dealership is to be located on the access road that serves an existing Audi car dealership. The junction will provide access from the Business Park’s internal roads for car transporters, staff and customers of the proposed car sales dealership.

6.1.5 It is predicted that the proposed car sales development could generate up to 28 vehicle trips (two-way) during the AM peak and 33 vehicle trips (two-way) during the PM peak,

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6.1.6 It is considered that the proposed development’s trip attraction will have a negligible impact on the operational performance of the wider road network and no material impact on traffic volumes using junction 30 of the M4 motorway.

6.1.7 It is also considered that the co-location of 3 car sales outlets in proximity to each other may allow customers to make linked trips to two or more of the dealerships when shopping for new or used vehicles.

Conclusion

6.1.8 In conclusion, it is considered that this development is appropriate and acceptable in traffic and transportation terms. It is considered that the traffic movements associated with the development proposals could be accommodated on the highway network and will not have a detrimental impact on the free flow of traffic due to the significant, existing volumes of traffic using the local highway network.

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Appendices

Appendix A

MH SW (BURIED) Tarmac car park MH FW CL:60.53 LP IL:58.78

66.58

61.0

61.5

66.51 66.55 66.46 62.0

66.55 66.13 62.5

63.0

63.5

64.0

65.42 64.5

66.5 66.0 65.0 V 60.5 66.5 65.5

60.63 03 00 59.81 60.04 60.36

66.0 SL SL 60.50 65.5 60.32

60.64

65.0 PF Tarmac car park 62.66 PF PF 05 61.99 05

05 61.8661.93

62.77 EV2 EV2 60.44 62.53 62.05 EV2 Cycle Parking LP 62.15 62.04 61.6961.80 Land drain 62.01 61.42 61.02 29 Land drain 29 61.79 ST 64.5 02 61.98 6 ST 62.12 02 62.03 62.05 ST 60.0 64.01 59.95 01a 0.30d 61.41 61.20 62.10

63.8764.88 62.30 62.12 ramp up

63.17 739 sq m (0.18 acre) Large slabs of concrete ST 63.13 60.96 64.0 PF 01a 59.83 05 62.10 60.23 ASSUMED ROUTE 60.56 62.15 Compound Gates PF 62.98 62.87 62.64 02 ASSUMED ROUTE 63.39 62.32 Bin Store RWP PF ST (27 sq m) 22KW 63.24 LP ST 62.29 05 02 62.28 EV2 PC 8 Wet Valet 59.72 02 62.02 62.76 MHS 61.63 62.79 VPS BAY 7 63.5 MH 61.90 2-poster Bay PF MH CL62.36 IL 60.82 PF 01 63.32 CL62.74 63.27 62.28 02 MH 39 59.71 VEHICLE ACCESS 62.50 CL62.36 Planning Application PF 61.39 62.41 BS1 SH04 59.74

MH 05 PF 62.5 MH Heras fencing 60.62 Site Area = 10260 sq. m (2.5 acres) 62.32 ST FIRE EXIT 02 CL62.73 EV3 EV3 60.95 60.61 61.49 MOT 60.32 59.99 CL62.36 MOT recessed ramp ramp 0.75d 01 recessed scissor GD25 62.57 PF MOT 60.19 headlight 62.39 tester 62.93 IL 61.12 59.79 59.67 07 ST 59.5 63.0 ST 62.81 62.70 200mm dia 02 61.7161.60 Remains of tarmac road 61.33 01 61.14 PF 60.26 59.26

MOT MOT Brake tester brake tester 04 PARKING LEGEND 60.40 60.38 61.38 60.71 60.05 59.76 59.58 GY 61.20 Tarmac 58.93 PF 59.0 GY 61.70 62.23 Wheel Alignment & VPS BAY 6 61.40 Adaptive Cruise Bay PF Support Bay 59.88 05 62.53 61.26 60.81 59.51 RWP 58.96 MHS 07 60.92 0.80d 61.73 LP BOUNDARY / PERIMETER FENCING Dry Valet Store Tyre Fitting 62.39 boardTool Workshop 62.17 62.53 127 61.91 62.42 128 59.22 Customer Parking Spaces (5m x 3m) VPS BAY 5 21 no. RWP 58.5 60.94 58.98 PF Equipment Store Tool GD26 board GV MHS GD24 MH SW (BURIED) 129 Parts 02 59.93 PF-01: HOOPS BOLLARDS Waste Hybrid 62.48 61.29 tools ASSUMED POSITION

ST 131 MH FW (BURIED) GY 60.97 GD29 1400mm Rhino Hoop Barrier by Marshalls Ltd; 58.30 58.5 SH06 GD27 CL:58.23 58.44 02 62.47 62.29 FIRE EXIT 58.32 DeliveryParts RB60 or equal approved, @2600mm ccs OR 1200mm max & Trades VPS BAY 4 58.79 GY GD28 ST 59.59 130

BT PF 61.17 PARTS STORE Parts Hatch 59.0 spacing between hoops 3X40Ø HV 62.44 SH07 02 1.20d ST 127 0.80d 02 Dry Valet 126 61.89 ER SH05 ST ST Finish - RAL 9006, silver metallic 61.00 62.09

1.25d 61.36 GW01 01a 01 59.1759.0 11 0.50d 62.60 To forecourt perimeter and display along Second Avenue 1.30d 3X40Ø HV 68 no. PF 59.23 Selekt Display Spaces (5m x3m) 5X60Ø LV 61.56 VPS BAY 3 GY ER PF 1.20d 02 ST SH02SH03 Sales consultants' Office GY 59.16 59.09 PF-02: FIXED BOLLARDS 05 62.44 0.75d PF 02 4 GD03

60.74 62.40 105 61.28 58.5 900mm Rhino Fixed Bollard by Marshalls Ltd; 02 Sales and Business BD EV3 Managers' Office 59.10 59.52 PF 62.58 61.22 ST 5900 RS001 or equal approved; Finish - Stainless Steel PF VPS BAY 2 106 58.3958.16 60.70 consultation point RS 62.43 GW02 58.96 07 62.54 01 02 BD SH01 59.75 0.74d To vulnerable areas along the building perimeter susceptible 62.42 GS01 Techs Canteen 59.28 GW03 PF 200 Remains of footpath GD22 ST to vehicle damage SL 125 GS02 PF 60.98 GD04 02 GD20 Service Support Office 'Your Car' Studio 02 BD Demonstrator Parking Spaces (3m x 5m) 9 no. Shower Post & rail fence 2m 61.34 59.25 Tarmac PF ASSUMED ROUTE 01 EV3 124 ASSUMED ROUTE VPS BAY 1 RWP 107 GD19 PF GS03 Female 02 61.18 60.86 PF-03: FOLD DOWN BOLLARDS Techs 62.55 WC 59.20 14 SL 02 123 GS04 59.59

GD18 GD21

Rhino Protec Removable Bollard by Marshalls Ltd; 59.67 VEHICLE ACCESS 1.10d 62.30 61.49 Male Techs SL2

GD02 0.60d RT/SS5 or equal approved; Finish - Stainless Steel GY WC 59.74 62.58 122 RWP Staircase 60.75 59.70

GD23 59.02 Stair GS05 Service SL2 To vehicle access points in and out of the site Lobby GD13 Reception PF PF MHS Brick Paving Condensers GD15 118 LP 60.71 108 merchandise units St. Male 59.14 58.91 Tarmac Road 61.11 02 01 GY WC 120 60.39 59.33 61.30 Incoming Services Cafe 60.91 60.18 Female GD14 62.54 St. Consultation Demonstrator Storage Spaces (2.4m x 4.8m) 5X60Ø LV GS06 4 no. 61.28 61.23 WC SL2 PF-04: METAL GATE 119 Room 59.08 121 Manager'sService 104 59.44 Office 109 4 ' THE LIVING ROOM' 62.30 Customer Lounge Areas consultation point 0.20d 2.4m high, secured and automated metal GD17 GD10 60.08 Managers' Office PF GS08 58.43 Sales 60.16 ramp up 102 cantilever sliding gate. Allow for separate secure 103 02 C. Access. Customer GD16 WC 115 61.02 Facilities PF 0.70d pedestrian side gate Lobby ST 58.79 Brick Paving FIRE EXIT 110 GD05 0.50d GD08GD09 30Ø OLD WATER SUPPLY GS07 01 C. Female General Reception 02 58.10 To Secure Compound WC 114 CL 58.10 1.00d 0.20d 0.30d GD06 GY 62.03 62.22 Cupboard111 CTV 1x100Ø Duct + Purple Cable

C. Male GD07 MH SW WC CL 58.15 PF-05: PALADIN MESH FENCING GY 113 CL:58.12 Cleaners Cupboard MH FW IL:55.69 BT Service WIP Spaces (2.4m x 4.8m) 53 no. Shop Window CL:58.19 150Ø IL:56.10 300Ø 116 2.1m high. Secured anti-climb welded steel paladin mesh MHS 42 Kitchennete112 Concrete pads IL:56.00 SYPHON:56.64 IL:55.92 1x100Ø Duct0.65d 2xCables BT PF EV1 PF 0.40d fencing panels GD11 SL3 LP ST DeliveryNew Bay Car 0.50d ' THE STREET' 150Ø PF 05 42 Showroom Display 03 GS09 Finish - powder coated 117 ST ER 02 ST 0.85d 07 60.20 Areas PF375Ø 0.60d 101 To perimeter boundaries and to secure vehicle storage ST SL 60.67 PF 01 01 03 GY PF 150Ø 59.89 IL:56.10 ER 61.99 01 04 60.43PF PF 16 7700 02 VEHICLE ACCESS 300Ø GD12 GD01 02 58.35 IL:55.99 03 ENTRANCE SL2 RWP PORTAL PF Air Con. Units Compound Gates New Vehicle Storage Spaces (2.4m x 4.8m) ramp up 100 77 no. 60.92 60.00 58.06 CTV BT03 62.22 60.76 58.16 0.50d 0.95d PF 1x100Ø Duct 2xCables ER 0.30d 1x100Ø Duct + Purple Cable 60.24 ST 02 ST MH SEPARATOR 60.72 60.35 100Ø CL:58.13 PF-06: CLOSED BOARDED FENCEMH - NEW, 01 PF 03 Shop Window TO MATCH EXISTING GY consultation point 02 60.06 SL3 100Ø GY GY ST EV1 VP 2 02 59.93 Remains of wall MH58.05 SEPARATOR GY 61.86 CL:58.14 PF 60.26 Staff Parking Spaces (2.4m x 4.8m) 29 no. 05 1 BS2 ST 60.17 ST 01

43.54

375Ø 61.46 61.40 SL2 0.10d 59.54 IL:56.62 61.80 PF 02 59.9059.91 SL2 PF 61.16 MH SW (CATCHPIT) ER 61.84 58.05 CL 57.82 01 0.83d 61.52 01 59.71 PF 58.35 CL:57.90 1.10d PF:56.44 PF-07: CLOSED BOARDED FENCE - EXISTING 150Ø SL2 02 150Ø 58.23 IL:156.70

PF 61.5 PF MH FW 5X60Ø LV 61.84 PF MH FW (UTL) 59.50 59.28 59.17 150Ø CL:58.26 05 CL:61.53 06 DEPRESSION IN GROUND 375Ø 06 59.24 IL:56.66 0.72d 1.20d PF 375Ø 150Ø 59.27 IL:156.95 SL MH MH SW 150Ø Tarmac PF SL2 01 IL:156.60 61.0 59.28 CL:58.16 CTV 1x100Ø Duct

GY 375Ø IL:56.71 Purple Cable LP06 60.83 62.0 375Ø 375Ø 58.10 SL2 59.19 59.06 ER 62.01 Tarmac MH SW 0.40d 0.40d BIKE PARKING CL:61.38 30Ø OLD TEMPORARY WATER SUPPLY 4x100Ø Duct + Multiple Cables GY OLD TEMPORARY POWER SUPPLY 225Ø EXTERNAL SURFACE FINISHES LP IL:59.13 RADIO SIGNALS ASSUMED TO BE GAS PIPE GY 2.30d 60.61 59.28 58.17 ST EV1 ST-01: BLACK ASPHALTST (TARMAC) BS1 - SEMI VERTICAL BIKE SHED 0.70d ER 59.20 0.65d EV2 1x100Ø Duct General tarmac, with graphic marking applied in white ‘ ’ 2xCables 4x100Ø Duct + Multiple Cables 0.95d Line of Gas Pipe 59.02 BT asphalt paint SL2 4x100Ø Duct (empty)

To entire external surface unless indicated; 59.38 MHS GY 59.17 225Ø LP PF PF GY LP 4 GV Brick Paving 06 0160.59 ST-01A: HEAVY DUTY TARMAC 59.28 Footpath ST MH SW 0.65d General tarmac, with graphic marking applied in white SF 59.09 02 225Ø CL:59.21 2x100Ø Duct 2xCables GY LP 3 ST IL:57.63 MHS 3 0.95d asphalt paint Brick Paving 60.43 01 2XLV 60.5 ST RS GY 60.20 PF 58.19 To entire external surface unlessGY indicated; BS2 - ''SHEFFIELD HOOP" BT 02 01 0.85d ER MHS

ST-02 BLOCK PAVING- GRAPHITE FINISH 59.03 Articulated Vehicle with Twin Steered Tractor BT MH SW 225Ø 0.65d CL:60.80 MH SW 0.10d SL2 CL:58.55 SL2 59.17 59.01 CL:59.20 RS

Formpave 'Aquaflow' permeable block paving 59.18 GY Closed Board 2.0m 0.10d 225Ø IL:57.82 LP 60.16 colour - Charcoal; 200 x 100mm, 225Ø EV2 59.12 225Ø Tarmac 80mm thick block paving, pattern; 90 deg stretcher KERBS SL2 Elec. box

ER 58.86 Heras fencing IC 59.0 58.70 58.180.70d bonds. 59.5 SL2 MH 59.93 LP To building apron areas, Selekt and BOH car Brick Paving 150Ø 60.0 PF 58.5 Grass RS LP Temporary 58.27 storage bays 01 Power Supply 2XLV K1- NEW STANDARD PIN KERBS. 1.00d BT RS 0.60d TarmacMarshalls pin kerb to blockpaving. 0.55d 0.65d Line of Gas Pipe 0.60d ST-03: BLOCK PAVING - SILVER FINISH Brick Paving 4x100Ø Duct 4x100Ø Duct BT 2xCables 50mm wide kerbs, standard flat top, edging to civils 0.60d Formpave 'Fronterra Ecogranite'; colour - Cornish Silver 4x100Ø Duct details. 1.10d FH 1.00d 1.20d 0.60d 0.60d Grey; 250 x 150mm, 80mm thick block paving, pattern; 90 LP Brick Paving Exposed Water Pipe 4x100Ø Duct + Multiple Cables 4x100Ø Duct Brick Paving SL Multiple Cables deg stretcher bonds, with contrasting 'Balmoral' block ST Extent of RPA at 10m radius dotted 0.90d 100Ø FH 0.80d CTV LP 0.67d Electrical Unit 1x100Ø Duct paving parking bay demarcation. LP LP 0.40d LP MH WATER GY GV MHS 0.30d CL:57.80 To forecourt area and customer parking areas IL:56.94 BT LP LP 0.40d 225Ø 0.20d IC GY LP 225Ø LP 0.40d IC TRAFFIC CONTROLS K2- SPLAYED KERBS MH SW (CATCHPIT) CL:43.94 CL:58.61 Splayed kerb IL:57.01 GY SOFT LANDSCAPING RS RS GY Size: 225 x 125 x 1200/915mm GY FIRE HYDRANT RS Colour: Silver grey, Charcoal. Profile: 45 splayed. RS RS Finish: FIne grained textured surface. Bedding: GY LP GY GY SL - SOFT LANDSCAPING & PLANTERS concrete foundation and haunching LP IC GY to Landscaping plan LP RS RS RS EV1 ChargingRS pole by PodPoint BT 0RS 25 M 11kW MHS GY RS RS SL2 - VRE style planter GY IC GY GY GY MHS EV2 Charging pole by PodPoint GY 22kW Pavement RS

Appendix B

TRICS 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 28/05/20 T20.124 Project Hornet, Cardiff Gate. Page 1 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

Calculation Reference: AUDIT-317901-200528-0534 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 14 - CAR SHOW ROOMS Category : A - CAR SHOW ROOMS VEHICLES

Selected regions and areas: 02 SOUTH EAST EX ESSEX 1 days WS WEST SUSSEX 1 days 05 EAST MIDLANDS LE LEICESTERSHIRE 1 days LN LINCOLNSHIRE 1 days NR NORTHAMPTONSHIRE 1 days 07 YORKSHIRE & NORTH LINCOLNSHIRE NY NORTH YORKSHIRE 1 days WY WEST YORKSHIRE 1 days 08 NORTH WEST CH CHESHIRE 1 days 09 NORTH CB CUMBRIA 1 days TW TYNE & WEAR 1 days 11 SCOTLAND PK PERTH & KINROSS 1 days 12 CONNAUGHT RO ROSCOMMON 1 days 14 LEINSTER LU LOUTH 1 days

This section displays the number of survey days per TRICS® sub-region in the selected set

Primary Filtering selection:

This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range are included in the trip rate calculation.

Parameter: Gross floor area Actual Range: 1050 to 2160 (units: sqm) Range Selected by User: 1050 to 2238 (units: sqm)

Parking Spaces Range: All Surveys Included

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/00 to 08/07/16

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are included in the trip rate calculation.

Selected survey days: Monday 2 days Tuesday 3 days Wednesday 4 days Friday 4 days

This data displays the number of selected surveys by day of the week.

Selected survey types: Manual count 13 days Directional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are undertaking using machines.

Selected Locations: Edge of Town 13

This data displays the number of surveys per main location category within the selected set. The main location categories consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and Not Known.

Selected Location Sub Categories: Industrial Zone 6 Commercial Zone 3 Development Zone 1 Residential Zone 1 No Sub Category 2 TRICS 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 28/05/20 T20.124 Project Hornet, Cardiff Gate. Page 2 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out of Town, High Street and No Sub Category.

Secondary Filtering selection:

Use Class: A 1 13 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005 has been used for this purpose, which can be found within the Library module of TRICS®.

Population within 1 mile: 1,001 to 5,000 4 days 5,001 to 10,000 2 days 10,001 to 15,000 4 days 15,001 to 20,000 1 days 20,001 to 25,000 2 days

This data displays the number of selected surveys within stated 1-mile radii of population.

Population within 5 miles: 25,001 to 50,000 5 days 75,001 to 100,000 3 days 125,001 to 250,000 3 days 250,001 to 500,000 2 days

This data displays the number of selected surveys within stated 5-mile radii of population.

Car ownership within 5 miles: 0.6 to 1.0 4 days 1.1 to 1.5 9 days

This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling, within a radius of 5-miles of selected survey sites.

Travel Plan: No 13 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place, and the number of surveys that were undertaken at sites without Travel Plans.

PTAL Rating: No PTAL Present 13 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 28/05/20 T20.124 Project Hornet, Cardiff Gate. Page 3 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

LIST OF SITES relevant to selection parameters

1 CB-14-A-02 FORD/CITROEN CUMBRIA HAWESWATER ROAD PENRITH

Edge of Town Industrial Zone Total Gross floor area: 1 9 0 0 sqm Survey date: FRIDAY 28/11/08 Survey Type: MANUAL 2 CH-14-A-01 EVANS HALSHAW FORD CHESHIRE STADIUM WAY CHESTER SEALAND IND. ESTATE Edge of Town Industrial Zone Total Gross floor area: 1 0 5 0 sqm Survey date: WEDNESDAY 12/11/14 Survey Type: MANUAL 3 EX-14-A-02 KIA ESSEX BRAINTREE ROAD BRAINTREE

Edge of Town Development Zone Total Gross floor area: 1 2 7 5 sqm Survey date: FRIDAY 08/07/16 Survey Type: MANUAL 4 LE-14-A-05 HONDA LEICESTERSHIRE 45-49 COVENTRY ROAD LEICESTER NARBOROUGH Edge of Town Industrial Zone Total Gross floor area: 1 3 0 0 sqm Survey date: TUESDAY 04/11/14 Survey Type: MANUAL 5 LN-14-A-01 HONDA LINCOLNSHIRE TOLLEMACHE ROAD GRANTHAM

Edge of Town Commercial Zone Total Gross floor area: 1 3 5 0 sqm Survey date: MONDAY 15/11/10 Survey Type: MANUAL 6 LU-14-A-01 PEUGEOT LOUTH NEWRY ROAD DUNDALK

Edge of Town Industrial Zone Total Gross floor area: 1 3 7 2 sqm Survey date: WEDNESDAY 18/09/13 Survey Type: MANUAL 7 NR-14-A-01 TOYOTA NORTHAMPTONSHIRE FERRIS ROW NORTHAMPTON RIVERSIDE BUSINESS PARK Edge of Town Commercial Zone Total Gross floor area: 1 1 0 0 sqm Survey date: TUESDAY 22/05/07 Survey Type: MANUAL 8 NY-14-A-04 LAND ROVER NORTH YORKSHIRE HUTTON BANK RIPON

Edge of Town Industrial Zone Total Gross floor area: 2 1 6 0 sqm Survey date: MONDAY 23/09/13 Survey Type: MANUAL 9 PK-14-A-01 HONDA PERTH & KINROSS DUNKEND ROAD PERTH THE TRIANGLE Edge of Town Commercial Zone Total Gross floor area: 1 8 0 0 sqm Survey date: TUESDAY 14/06/05 Survey Type: MANUAL TRICS 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 28/05/20 T20.124 Project Hornet, Cardiff Gate. Page 4 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

LIST OF SITES relevant to selection parameters (Cont.)

10 RO-14-A-01 FORD & VOLVO ROSCOMMON R362 A T H L O N E GATEWAY Edge of Town No Sub Category Total Gross floor area: 1 6 0 0 sqm Survey date: WEDNESDAY 24/09/14 Survey Type: MANUAL 11 TW-14-A-01 SAAB TYNE & WEAR A191 WHITLEY ROAD NEWCASTLE BELLWAY IND. ESTATE Edge of Town Industrial Zone Total Gross floor area: 1 9 2 0 sqm Survey date: FRIDAY 10/11/06 Survey Type: MANUAL 12 WS-14-A-03 FORD WEST SUSSEX BROUGHAM ROAD WORTHING

Edge of Town Residential Zone Total Gross floor area: 1 4 5 0 sqm Survey date: FRIDAY 17/10/14 Survey Type: MANUAL 13 WY-14-A-02 FORD WEST YORKSHIRE MOORSIDE NEAR HALIFAX MOORSIDE Edge of Town No Sub Category Total Gross floor area: 1 8 7 0 sqm Survey date: WEDNESDAY 14/09/05 Survey Type: MANUAL

This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week and date of each survey, and whether the survey was a manual classified count or an ATC count. TRICS 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 28/05/20 T20.124 Project Hornet, Cardiff Gate. Page 5 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

TRIP RATE for Land Use 14 - CAR SHOW ROOMS/A - CAR SHOW ROOMS VEHICLES Calculation factor: 100 sqm Estimated TRIP rate value per 1724 SQM shown in shaded columns BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip Estimated No. Ave. Trip Estimated No. Ave. Trip Estimated Time Range Days GFA Rate Trip Rate Days GFA Rate Trip Rate Days GFA Rate Trip Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 . 0 0:0 07:00 1 1350 0.000 0.000 1 1350 0.000 0.000 1 1350 0.000 0.00006:00- . 9 0:0 08:00 10 1458 0.473 8.161 10 1458 0.089 1.537 10 1458 0.562 9.69807:00- 8 2 980-09:00 13 1550 1.216 20.965 13 1550 0.422 7.274 13 1550 1.638 28.23908:00- 7 8 190-10:00 13 1550 0.908 15.660 13 1550 0.705 12.151 13 1550 1.613 27.81109:00- 8 2 900-11:00 13 1550 0.884 15.232 13 1550 0.754 13.007 13 1550 1.638 28.23910:00- 0 8 210-12:00 13 1550 0.908 15.660 13 1550 0.884 15.232 13 1550 1.792 30.89211:00- 5 8 220-13:00 13 1550 0.774 13.349 13 1550 0.725 12.493 13 1550 1.499 25.84212:00- 6 6 830-14:00 13 1550 0.754 13.007 13 1550 0.794 13.691 13 1550 1.548 26.69813:00- 14:00 - 15:00 13 1550 0.938 16.173 13 1550 0.998 17.200 13 1550 1.936 33.373 9 5 250-16:00 13 1550 0.879 15.146 13 1550 0.834 14.376 13 1550 1.713 29.52215:00- 9 6 860-17:00 13 1550 0.754 13.007 13 1550 0.963 16.601 13 1550 1.717 29.60816:00- 4 0 570-18:00 13 1550 0.412 7.102 13 1550 0.983 16.943 13 1550 1.395 24.04517:00- 1 7 680-19:00 12 1521 0.126 2.173 12 1521 0.554 9.543 12 1521 0.680 11.71618:00- . 3 1:0 20:00 3 1340 0.075 1.287 3 1340 0.473 8.148 3 1340 0.548 9.43519:00- 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 9.101 9.178 1 8.279156.922158.196 315.118

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

The survey data, graphs and all associated supporting information, contained within the TRICS Database are published by TRICS Consortium Limited ("the Company") and the Company claims copyright and database rights in this published work. The Company authorises those who possess a current TRICS licence to access the TRICS Database and copy the data contained within the TRICS Database for the licence holders' use only. Any resulting copy must retain all copyrights and other proprietary notices, and any disclaimer contained thereon.

The Company accepts no responsibility for loss which may arise from reliance on data contained in the TRICS Database. [No warranty of any kind, express or implied, is made as to the data contained in the TRICS Database.]

Parameter summary

Trip rate parameter range selected: 1050 - 2160 (units: sqm) Survey date date range: 01/01/00 - 08/07/16 Number of weekdays (Monday-Friday): 13 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.7.1 070420 B19.39 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 28/05/20 T20.124 Project Hornet, Cardiff Gate. Page 6 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

TRIP RATE for Land Use 14 - CAR SHOW ROOMS/A - CAR SHOW ROOMS OGVS Calculation factor: 100 sqm Estimated TRIP rate value per 1724 SQM shown in shaded columns BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip Estimated No. Ave. Trip Estimated No. Ave. Trip Estimated Time Range Days GFA Rate Trip Rate Days GFA Rate Trip Rate Days GFA Rate Trip Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 . 0 0:0 07:00 1 1350 0.000 0.000 1 1350 0.000 0.000 1 1350 0.000 0.00006:00- . 5 0:0 08:00 10 1458 0.014 0.237 10 1458 0.007 0.118 10 1458 0.021 0.35507:00- . 9 0:0 09:00 13 1550 0.010 0.171 13 1550 0.025 0.428 13 1550 0.035 0.59908:00- 09:00 - 10:00 13 1550 0.040 0.685 13 1550 0.025 0.428 13 1550 0.065 1.113 . 9 1:0 11:00 13 1550 0.015 0.257 13 1550 0.020 0.342 13 1550 0.035 0.59910:00- . 2 1:0 12:00 13 1550 0.010 0.171 13 1550 0.015 0.257 13 1550 0.025 0.42811:00- . 1 1:0 13:00 13 1550 0.015 0.257 13 1550 0.015 0.257 13 1550 0.030 0.51412:00- . 4 1:0 14:00 13 1550 0.025 0.428 13 1550 0.030 0.513 13 1550 0.055 0.94113:00- . 4 1:0 15:00 13 1550 0.025 0.428 13 1550 0.030 0.513 13 1550 0.055 0.94114:00- . 7 1:0 16:00 13 1550 0.005 0.086 13 1550 0.005 0.086 13 1550 0.010 0.17215:00- . 7 1:0 17:00 13 1550 0.010 0.171 13 1550 0.000 0.000 13 1550 0.010 0.17116:00- . 4 1:0 18:00 13 1550 0.005 0.086 13 1550 0.015 0.257 13 1550 0.020 0.34317:00- . 9 1:0 19:00 12 1521 0.005 0.094 12 1521 0.000 0.000 12 1521 0.005 0.09418:00- . 0 1:0 20:00 3 1340 0.000 0.000 3 1340 0.000 0.000 3 1340 0.000 0.00019:00- 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.179 3.071 0.187 3.199 0.366 6.270

TRIP RATE for Land Use 14 - CAR SHOW ROOMS/A - CAR SHOW ROOMS CYCLISTS Calculation factor: 100 sqm Estimated TRIP rate value per 1724 SQM shown in shaded columns BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip Estimated No. Ave. Trip Estimated No. Ave. Trip Estimated Time Range Days GFA Rate Trip Rate Days GFA Rate Trip Rate Days GFA Rate Trip Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 . 0 0:0 07:00 1 1350 0.000 0.000 1 1350 0.000 0.000 1 1350 0.000 0.00006:00- . 3 0:0 08:00 10 1458 0.014 0.237 10 1458 0.000 0.000 10 1458 0.014 0.23707:00- 08:00 - 09:00 13 1550 0.020 0.342 13 1550 0.010 0.171 13 1550 0.030 0.513 . 7 0:0 10:00 13 1550 0.005 0.086 13 1550 0.005 0.086 13 1550 0.010 0.17209:00- . 0 1:0 11:00 13 1550 0.000 0.000 13 1550 0.000 0.000 13 1550 0.000 0.00010:00- . 8 1:0 12:00 13 1550 0.005 0.086 13 1550 0.000 0.000 13 1550 0.005 0.08611:00- . 0 1:0 13:00 13 1550 0.000 0.000 13 1550 0.000 0.000 13 1550 0.000 0.00012:00- . 0 1:0 14:00 13 1550 0.000 0.000 13 1550 0.000 0.000 13 1550 0.000 0.00013:00- . 0 1:0 15:00 13 1550 0.000 0.000 13 1550 0.000 0.000 13 1550 0.000 0.00014:00- . 0 1:0 16:00 13 1550 0.000 0.000 13 1550 0.000 0.000 13 1550 0.000 0.00015:00- . 8 1:0 17:00 13 1550 0.000 0.000 13 1550 0.005 0.086 13 1550 0.005 0.08616:00- . 7 1:0 18:00 13 1550 0.000 0.000 13 1550 0.010 0.171 13 1550 0.010 0.17117:00- . 8 1:0 19:00 12 1521 0.000 0.000 12 1521 0.016 0.283 12 1521 0.016 0.28318:00- . 2 1:0 20:00 3 1340 0.000 0.000 3 1340 0.025 0.429 3 1340 0.025 0.42919:00- 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.044 0.751 0.071 1.226 0.115 1.977