King House, Luton
Transport Statement April 2021
Ref: 20-7508
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Revision -
Date 28/04/2021 D. Fletcher (on Prepared by behalf of Syntegra Consulting Ltd) Checked by M. Buck
Authorised by A. King
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Limitations
Syntegra Consulting Ltd (“SC”) has prepared this report for the sole use of the client in accordance with the agreement under which our services were performed. No other warranty, expressed or implied, is made as to the professional advice included in this report or any other services provided by SC. The conclusions and recommendations contained in this report are based upon information provided by others and upon the assumption that all relevant information has been provided by those parties from whom it has been requested and that such information is accurate. Information obtained by SC has not been independently verified by SC, unless otherwise stated in the report. The methodology adopted and the sources of information used by SC in providing its services are outlined in this report. The work described in this report was undertaken in April 2021 and is based on the conditions encountered and the information available during the said period of time. The scope of this report and the services are accordingly factually limited by these circumstances. Where assessments of works or costs identified in this report are made, such assessments are based upon the information available at the time and where appropriate are subject to further investigations or information which may become available. SC disclaim any undertaking or obligation to advise any person of any change in any matter affecting the report, which may come or be brought to SC’s attention after the date of the report. Certain statements made in the report that are not historical facts may constitute estimates, projections or other forward-looking statements and even though they are based on reasonable assumptions as of the date of the report, such forward-looking statements by their nature involve risks and uncertainties that could cause actual results to differ materially from the results predicted. SC specifically does not guarantee or warrant any estimate or projections contained in this report. Costs may vary outside the ranges quoted. Whilst cost estimates are provided for individual issues in this report these are based upon information at the time which can be incomplete. Cost estimates for such issues may therefore vary from those provided. Where costs are supplied, these estimates should be considered in aggregate only. No reliance should be made in relation to any division of aggregate costs, including in relation to any issue, site or other subdivision. No allowance has been made for changes in prices or exchange rates or changes in any other conditions which may result in price fluctuations in the future. Where assessments of works or costs necessary to achieve compliance have been made, these are based upon measures which, in SC’s experience, could normally be negotiated with the relevant authorities under present legislation and enforcement practice, assuming a pro-active and reasonable approach by site management. Forecast cost estimates do not include such costs associated with any negotiations, appeals or other non- technical actions associated with the agreement on measures to meet the requirements of the authorities, nor are potential business loss and interruption costs considered that may be incurred as part of any technical measures. Copyright
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List of Contents
1. Introduction ...... 1 2. Transport Policy and Existing Situation ...... 4 3. Proposed Development ...... 16 4. Trip Generation and Development Impact ...... 20 5. Conclusion ...... 24
List of Tables
Table 1 – Summary of Local Bus Services Table 2 - Census 2011 Journey to Work Data (Luton 018) Table 3 - Census 2011 Journey to Work Data (Luton Authority District) Table 4 – Census 2011 Car Ownership Data Table 5 – Public Car Parks within 800m Table 6 - Proposed Residential Trip Generation (Car-Free) Table 7 – Servicing Trip Generation
List of Figures
Figure 1 - Site Location Figure 2 – Luton Cycle Routes Figure 3 – Bus stops in the Vicinity of the Site Figure 4 – Luton Bus Routes Figure 5 – Car Parking Spaces to Rent within 800m Figure 6 - PIA Data
List of Appendices
Appendix A – Proposed Layout Appendix B – Proposed Development TRICS Outputs
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1 | P a g e
1. Introduction
1.1. Context 1.1.1. Syntegra has been commissioned by Caspro Management Limited to produce a Transport Statement to support a planning application for the proposed redevelopment of King House, George Street West & 13-19 King Street, Luton LU1 2DW. 1.2. Existing Site 1.2.1. The site is located within Luton Town Centre with frontage onto both King Street to the north west and George Street West to the south east. 1.2.2. The site is located within the Town Centre Strategic Allocation, Town Centre Conservation Area and its King Street elevation is within the Secondary Shopping Frontage. Figure 1 shows the location of the site. Figure 1 - Site Location
Source: Google Maps
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1.2.3. The existing building comprises retail space on the basement and ground floor and offices above (floors one-seven). The commercial units are currently occupied by a hair salon, beauty clinic and key cutting shop/office and the offices were previously occupied by HMRC until recently, having vacated within the last year at the time of writing (April 2021). 1.2.4. The existing building is serviced from the rear via a vehicle crossover. Six marked car parking spaces are also available which are used by the retail units, in addition to one garage also fronting onto George Street West. As such, the current office has no car parking. 1.2.5. Due to the on-site car parking there is limited provision for the turning of vehicles on-site and therefore servicing currently takes place from George Street West to the rear of the site. 1.3. Proposed Development 1.3.1. The scheme proposes to refurbish and extend the existing building by aligning to the existing street building line and adding an additional storey. The proposed development comprises a mix of retail, commercial and residential uses including: ➢ 4,609sqm commercial GIA, and ➢ 1,549sqm residential GIA comprising 14 residential units located at floors seven and eight. 1.3.2. The commercial space will effectively replace the existing uses on the site and therefore there will be no increase in commercial GFA as a result of the proposals. In fact, the replacement of the seventh floor with residential and the inclusion of refuse storage and cycle storage will result in a slight net decrease in commercial floorspace. 1.3.3. The proposals will be car-free in nature with no on-site car parking, reflecting the highly sustainable nature of the site location. Ample cycle parking will be provided within dedicated cycle stores and the rear access and courtyard will be retained to allow turning of smaller service vehicles within the site. 1.3.4. Pedestrian access to the site will be located to the ground and basement floors from King Street to the west and George Street West to the east as per the existing arrangement. 1.4. Pre-Application Consultation 1.4.1. A pre-application consultation was submitted to Luton Borough Council (LBC) with feedback provided on 24th August 2020. The pre-application feedback was generally positive in nature and stated that the proposed development would accord with the aspirations of the Local Plan. In particular, the retention of commercial uses to the ground floor would maintain the character of the focus for such town centre uses in this location, whilst the residential accommodation would achieve an appropriate mix of units which would contribute towards the need identified in the latest Strategic Housing Land Availability Assessment (SHLAA, November 2019). 1.4.2. In terms of highways, the pre-application comments state that ‘it is generally accepted that the development site is within a highly sustainable location with excellent access to public transport provision’. 1.4.3. The pre-application comments require that any future application should be subject to a Car Park Management Plan with spaces allocated to occupiers of the residential units in the first instance. The comments confirm that parking permits will not be available for the future occupiers of the development. [email protected] LONDON | READING | TONBRIDGE | BRISTOL Registered Company No. 06408056 Tel: 0330 053 6774 VAT Registration No. 980016044 BSI Certificate Number FS 710041
1.4.4. The pre-application comments also state a potential concern that traffic accessing and egressing the site will do so via Air Quality Management Area 3, and that a major determinant of the potential impact of the development will be the scale of the ‘improved parking/service compound’ and any resulting trip generation. 1.5. Report Structure 1.5.1. The aim of this Transport Statement is to identify existing and potential future traffic and transport impacts related to the site and its proposed redevelopment. The Transport Statement also provides an assessment of the potential transport impacts associated with the anticipated number of trips as a result of the development. 1.5.2. This report is split into the following sections; ➢ Transport Policy & Existing Situation; ➢ Proposed Development; ➢ Proposed Development Trip Generation; and ➢ Summary and Conclusions.
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2. Transport Policy and Existing Situation
2.1. Policy Considerations 2.1.1. The key transport policy documents at a national and local level have been considered when assessing the development proposals, these include the key policy documents outlined below; ➢ National Planning Policy Framework (February 2019); ➢ Planning Practice Guidance - Travel Plans, Transport Assessments and Statements in Decision-Taking’ (March 2014); ➢ National Design Guide (October 2019) and National Model Design Guide (2021); ➢ Luton Local Plan 2011-2031; ➢ Luton Town Centre Development Framework (2004); ➢ Luton Local Transport Plan 2011-2026 2.1.2. The key policy documents promote development where there is a choice of sustainable transport modes such as walking, cycling and public transport. Developments that minimise the impact on the highway and rights of way network and do not have an adverse impact on the function, safety and character of the local and strategic highway will be permitted. 2.1.3. NPPF concludes that development should only be prevented or refused on transport grounds where the residual cumulative impacts of development are severe or where there would be an unacceptable impact on highway safety. 2.1.4. The Luton Local Plan in Policy LLP1 sets out a presumption in favour of sustainable development in accordance with the NPPF. Policy LLP3 sets out the town centre as a location for positive change and a ‘focus for economic and residential growth’. The Luton Local Plan recognises that some parts of the town centre remain in poor condition and are in need of redevelopment and improvement. 2.1.5. Policy LLP31 requires the traffic implications of the development to be assessed in the context of their implications on the highway network. One key objective is to control parking within the town centre to support sustainable local service delivery, housing and jobs, linked trips and accessible destinations. It states that planning permission will be granted for developments that: ➢ Minimise the need to travel; ➢ Provide sustainable transport choice with priority for buses, pedestrians and cyclists; ➢ Reduce road congestion particularly at peak times; ➢ Reduce the safety risk to motor vehicles, non-motorised and vulnerable users; ➢ Provide cycle parking and storage and; ➢ Ensure the quality of the local environments is not compromised. 2.1.6. The Local Plan also contains guidance on parking in new developments. It states that parking in highly accessible area for new developments will be restricted to below the maximum parking standards. Parking provision in the central area will be limited to operational purposes and will mean that, for many developments, private, non-residential parking will not be permitted. 2.1.7. The aforementioned pre-application comments state that, in regards to highways, the ‘current proposal would be in keeping with the objectives of Local Plan Policies LLP31 and LLP32’ (subject to details of car parking provision).
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2.1.8. The site is located within the Town Centre Strategic Allocation, Town Centre Conservation Area and its’ King Street elevation is within the Secondary Shopping Frontage. 2.2. Site Accessibility 2.2.1. As noted by LBC through the pre-application comments, the site is located in the centre of Luton Town Centre and is therefore highly accessible to access a range of facilities by non- motorised modes of transport. 2.2.2. The main retail areas of George Street and The Mall shopping centre are located less than 100m (a 1-minute walk) away from the site which provide all shops and services typical of a large town centre including a wide variety of retail stores, workplaces, restaurants and cafes, convenience stores and banks, as well as doctor’s surgeries, pharmacies, gyms and libraries. 2.2.3. The closest schools to the site are located at Dallow Primary School, 850m (a 10-minute walk) to the north west and Hillborough Infant and Junior School, 1.0km (a 15-minute walk) to the south west, as well as nursery schools within 700m (a 9-minute walk) and higher education including Luton School of Art & Design and the University of Bedfordshire also located in Luton Town Centre. 2.2.4. The range of facilities available in the immediate vicinity of the site are suited towards the proposed development site uses; catering for residents as well as commercial workers and well-placed to be an attractor to visitors of the commercial units. 2.3. Walking and Cycling 2.3.1. To enable an assessment of the viability of walking and cycling as a realistic mode for trips to and from the site it is appropriate to establish the maximum distance that people are generally prepared to walk and the destinations that exist within these distances. 2.3.2. The Institute of Highways and Transportation’s (IHT) guidance, Guidelines for Providing for Journeys on Foot (2000), states in paragraph 3.32 that the preferred maximum walking distance to facilities and local services is two kilometres. 2.3.3. Cycling is considered an important mode of sustainable travel and is generally considered suitable for distances of up to 3 miles (4.8km) for regular journeys in urban areas, and 5 miles (8.0km) for commuting journeys (source: LTN 2/08, Cycle Infrastructure Design). 2.3.4. In terms of pedestrian network quality, footways directly outside the site on King Street measure over 3m in width, narrowing either side of the site but retaining a c.2m width along both sides of the carriageway. Along George Street West, footways measure between c.1.2m and c.1.8m along both sides of the carriageway. 2.3.5. Both King Street and George Street West are stopped up to vehicle traffic to the north and therefore any vehicle traffic is limited to serving these roads only. As the site is located approximately two-thirds of the way up both roads, vehicle traffic is limited. Along George West Street, access beyond the site is for loading only. Pedestrian and cycle access to the north onto George Street is available from both roads. 2.3.6. George Street itself forms the main throughfare for pedestrians and cyclists within the town centre. It is pedestrianised, other than for service/delivery vehicles, enforced through rising bollards at either end and at the end of King Street and George Street West.
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2.3.7. George Street also forms part of National Cycle Network Route 6; a route of over 650km between London and the Lake District. The Luton Cycle Routes map is shown below in Figure 2. Figure 2 – Luton Cycle Routes
2.3.8. It is evident that there are a good mix of on and off street cycle links providing connections to key employment area, educational establishments, public transport interchanges, amenities and Luton Airport. 2.3.9. To the south of the site, a pedestrian/cycle underpass is available under the A505 which connects the town centre (including the site) to the surrounding, more residential, streets which includes the local nursery and primary schools. 2.3.10. The site is well connected by good quality pedestrian and cycle routes and facilities. Further to this, the number of services, amenities and public transport connections that can be reached within a reasonable walking and cycling distance ensure that walking is a viable mode to and from the site for residents and can readily form part of a multi-modal trip for residents. Bus Services 2.3.11. The nearest bus stops to the site are located on Chapel Street, 250m (a 3-minute walk) away, and on Dunstable Place, 350m (a 5-minute walk) away. As shown in Figure 3, further stops are provided throughout the town centre, University and rail station, meaning that a wide range of routes and therefore journey destinations are accessible by bus to and from the site.
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Figure 3 – Bus stops in the Vicinity of the Site
2.3.12. Service routes are wide-ranging, including to and from large towns and cities including Milton Keynes, Bedford, Watford, areas around Luton Town Centre including Dunstable, Leagrave and Farley Hill, Luton Airport, various hospitals and large retail parks and supermarkets. The Luton Bus Routes map is shown in Figure 4. Figure 4 – Luton Bus Routes
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2.3.13. Buses are generally frequent. The services available from the closest bus stops to the site are summarised in Table 1. It should be noted that, as shown above, a much wider range of services are available within accessible walking distance of the site. Table 1 – Summary of Local Bus Services Route Monday-Friday Saturday Sunday Route No. Frequency Frequency Frequency 4 Luton Station – Chapel Langley – Farley Every 20 minutes Every 60 Hill – Luton Town Centre minutes 231 Luton Town Centre – Slip End – Every 60 minutes No Service Caddington - Dunstable 27 Luton Town Centre – Bury Park – Every 10 minutes Every 30 Leagrave – Marsh Farm minutes 1 Luton Station – Chapel Langley – Farley Every 20 minutes Every 60 Hill – Luton Station minutes 31 Dunstable – Lewsey – Challney – Every 15 Maidenhall – Bury Park – Luton Town minutes Every 30 minutes Centre 610 Enfield – Potters Bar – Luton Town Every 60 minutes Centre 46 Luton Town Centre – Markyate – Every 60 minutes No Service Redbourn – Hemel Hempstead
2.3.14. All these routes are accessible within acceptable walking distance from the site, based on the IHT guidance and provide access to a variety of areas. The bus routes are primarily served by low-floor vehicles with dedicated wheelchair space and access ramps. The level and frequency of bus services available within the vicinity of the site to a range of locations allows bus travel to and from the site to be able to readily form part of a multi-modal journey for residents and visitors. 2.4. Rail Services 2.4.1. Luton Rail Station is located just 500m (a 6-minute walk) to the north of the site. The majority of the route between the site and the rail station is pedestrianised and is also suitable for cyclists. 2.4.2. Luton Railway Station is operated by Thameslink and is also served by East Midlands Railway services. Services are available to London St Pancreas (1 train per hour (ph)), Corby (1 ph), Bedford (4ph), Brighton via Gatwick Airport (2 ph), Gatwick Airport via Redhill (2ph) and Rainham via Greenwich and Dartford (2ph). During peak hours, additional services are available to Orpington, East Grinstead and Littlehampton. 2.5. Luton Bus Interchange 2.5.1. Luton Station interchange is located in front of the rail station and provides an interchange with local and regional bus services. These include: ➢ Luton to Dunstable Busway. This guided bus route opened in 2013 and provides bus rapid transit services 24 hours per day between Dunstable, Houghton Regis, Luton and Luton Airport; ➢ 1 bus per hour to Milton Keynes Central; ➢ 1 bus per hour to Luton Airport [email protected] LONDON | READING | TONBRIDGE | BRISTOL Registered Company No. 06408056 Tel: 0330 053 6774 VAT Registration No. 980016044 BSI Certificate Number FS 710041
2.5.2. It is considered that travel by public transport to and from the site is a viable and attractive option for future residents, and commercial workers and visitors to the site given the wide range of services available within an accessible distance (the majority of which is traffic-free) of the site. 2.6. Local Highway Network King Street 2.6.1. The site currently fronts onto King Street to the north west. King Street has limited traffic volumes as it is stopped up to vehicle traffic at its’ northern end; meaning that the only vehicle traffic to use this route are those serving existing buildings. 2.6.2. King Street has a width of c.5.5m and is subject to a 30mph speed limit, although given its’ no- through route use restrictions and town centre locations, actual vehicle speeds are much lower. As previously described, footways are available on both sides of the carriageway. 2.6.3. ‘Keep Clear’ markings cover most of the carriageway width between the site and approximately 50m south. To the direct north of the site, and partially covering the site frontage, disabled bays are in place for a length of approximately 20m (space for approximately three vehicles). Beyond this, a loading bay is provided, continuing to the end of King Street to the north. 2.6.4. There is some pay-and-display on-street parking available for approximately four vehicles further south towards the A505. The remainder of the carriageway is flanked by double yellow lines, preventing on-street parking or loading. George Street West 2.6.5. George Street West runs alongside the eastern site frontage. As with King Street, George Street West is stopped up to traffic to the north, and therefore the only vehicle traffic to use this route are those accessing existing buildings along this road. 2.6.6. George Street West has a width of c.4.5m and is subject to a 30mph speed limit. Again, speeds would likely be much lower owing to its’ limited use. As previously described, footways are available on both sides of the carriageway. 2.6.7. To the south of the site, George Street West is generally flanked on its’ eastern side by some pay-and-display parking as well as a ‘loading only’ bay. The western side of the carriageway is subject to parking restrictions in the form of double yellow lines. 2.6.8. Alongside the site, double yellow lines are in place along both sides of the carriageway. Further north past the site the road narrows and access is prevented, other than for loading only (with a maximum stay of 15 minutes). 2.7. Census Data 2.7.1. An analysis of Census 2011 data has been undertaken to investigate the modal split of trips within the area and to provide a robust estimate of the journey to work modal split for the existing (2011) resident population of the area and the existing (2011) workplace population. The site is located within the Luton 018 mid layer super output area (MSOA). Table 2 represents the journey to work modal split data for the resident and workplace populations.
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Table 2 - Census 2011 Journey to Work Data (Luton 018) Mode Resident Population Workplace Population Train/underground 12.1% 4.1% Bus 14.2% 12.2% Taxi 1.2% 0.8% Motorcycle 0.4% 0.5% Driving Car or van 36.2% 54.3% Passenger in car or van 11.7% 8.7% Bicycle 1.1% 1.4% On foot 22.5% 17.8% Other 0.6% 0.4% TOTAL 100.0% 100.0%
2.7.2. Table 2 shows that 50% of journeys from the existing resident population and 35.4% of journeys from the workplace population are undertaken using sustainable modes of transport to and from this MSOA. The workplace population generally sees slightly lower use of all sustainable modes, particularly by rail, with 4.1% compared with the resident population who have a 12.1% mode share. There may be a correlation between the resident population travelling longer distances to work (for example to work in London) compared to the workplace population who may live more locally. 2.7.3. A further analysis has been undertaken to understand how the resident and workplace modal share of this MSOA compare with the wider Luton area to further understand the accessibility of this site location. The results of the ‘Luton Local Authority District’ Census 2011 data is presented for the resident and workplace population in Table 3. Table 3 - Census 2011 Journey to Work Data (Luton Authority District) Mode Resident Population Workplace Population Train/underground 6.6% 3.2% Bus 8.1% 7.4% Taxi 1.1% 0.9% Motorcycle 0.5% 0.6% Driving Car or van 58.2% 65.0% Passenger in car or van 8.9% 6.6% Bicycle 1.5% 1.6% On foot 14.6% 14.3% Other 0.5% 0.4% TOTAL 100.0% 100.0%
2.7.4. Residents of the wider Luton area have a sustainable mode share of 30.7% (compared with 50% as outlined in Table X), whereas the workplace population of the wider Luton area have a sustainable mode share of 26.5% compared with 35.4% as outlined in Table 1. It is clear from the above analysis that the sustainable, town centre location of the site with good pedestrian, cycle and public transport links as well as a wide range of local facilities, employment opportunities, education and healthcare directly correlate to the high take-up of sustainable modes and therefore the opportunities for this site to do the same. 2.7.5. In addition to the journey to work data, car ownership data has also been analysed at MSOA level, to determine the likelihood of future residents having to own a car. By means of comparison, the data has been compared to the car ownership levels across the wider Luton area and the data is summarised in Table 4. [email protected] LONDON | READING | TONBRIDGE | BRISTOL Registered Company No. 06408056 Tel: 0330 053 6774 VAT Registration No. 980016044 BSI Certificate Number FS 710041
Table 4 – Census 2011 Car Ownership Data Mode Luton 018 Luton District No cars or vans in household 55% 27% 1 car or van in household 37% 44% 2 cars or vans in household 7% 22% 3 cars or vans in household 1% 5% 4 or more cars or vans in household 0% 1% TOTAL 100% 100% Average No. Cars or vans per 0.55 1.08 household
2.7.6. As demonstrated in Table 4, 55% (the majority) of households within the MSOA in which this site is located do not own a car and when considering car ownership of the wider Luton area, this figure is much lower at 27%. Only 8% of residents within this MSOA own mode than one car, compared with 28% of wider Luton area residents. The average number of cars per household is therefore much lower in this MSOA compared with the wider Luton area, with just 0.55 (compared with 1.08).
2.7.7. Notably when breaking this down by accommodation type (flats) then the car ownership levels drop further with just 37% of residents owning one (33%) or two or more (4%) cars within the Luton 018 MSOA. As such the average cars per household for flats is circa 0.44 cars per household within the MSOA. 2.7.8. This data further demonstrates the highly sustainable location of the site, with car ownership levels being much lower than the average for Luton and a significant portion of both the resident and workplace within the MSOA travelling to work by sustainable modes of transport. 2.8. Car Parking 2.8.1. A number of public car parks are available for use within close vicinity of the site. Table 5 outlines these car parks, their capacity and walking distance from the site:
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Table 5 – Public Car Parks within 800m Daily Rate Disabled Operating Distance Walking Season Car Park Capacity Monday- Spaces Hours from Site Time Ticket Friday Yes – from Mon-Sun – 24- £10 (24- Regent Street 686 4 300m £2.68 per hours hours) day Private Chapel Viaduct Monday-Friday. £4.20 (5- Annual - (Car Parks 1 and 97 0 280m Weekend, 8am- hours) £990 2) 4 min 6pm Yes – from Luton Old Court Mon-Sun – 24- £15.50 (24- 71 0 350m £3.10 per House hours hours) day The Mall Luton – 667 31 350m Central Car Park The Mall Luton – Mon-Sun – 24- 104 6 400m 5 min £8 Library Car Park hours The Mall Luton – 747 35 500m 6 min Market Car Park No Mon-Sun 8am- Yes 6pm (free with Bute Street £3.80 (5- 240 (unknown no restrictions 600m Shoppers hours) no.) outside these hours) 8 min Yes - £110 Mon-Sun – 24- per month Luton Station 756 650m £6.10 hours or £949.30 per year Power Court B 114 0 Mon-Sun – 24- 700m £8 (24- No Power Court C 106 0 hours 700m hours) Yes Mon-Sun 8am- Vicarage Street 218 (unknown 750m Yes - £108 6pm (free with 9 min no.) per month no restrictions £8 Yes or £1025 outside these Crawley Road 165 (unknown 700m per year hours) no.) TOTAL 3,971 76 - - -
2.8.2. Table 5 demonstrates that there are a total of 3,971 car parking spaces within public car parks that are all accessible within 750m (a 9-minute walk) of the site, providing ample opportunity to accommodate any overspill parking that may occur as a result of the development. 2.8.3. There are also a number of individual car parking spaces available to rent on either an hourly or monthly basis via ‘yourparkingspace.co.uk’. Monthly rent varies between c.£50-£100 in this area. Current availability of individual spaces within an 800m radius (a 10-minute walk) of the site are demonstrated in Figure 5.
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Figure 5 – Car Parking Spaces to Rent within 800m
2.8.4. In addition, two ‘E Car Clubs’ are available within Luton Town Centre; 550m (a 5-minute walk) and 700m (an 8-minute walk) away; providing options for hiring an electric vehicle for between four hours up to four weeks at a time. Whilst it is our understanding that the contract with the E Car Club has recently seized it is our understanding that Luton are looking to re-provide this through a new company. 2.9. Road Safety 2.9.1. A review of the most recently available five years of injury accident data (2015-2019) has been undertaken using data supplied by Crashmap (www.crashmap.co.uk). The study area encompasses King Street and George Street West, extending to the pedestrianised George Street to the north and to the A505 to the south. A summary of the incidents which have occurred within the study area is outlined below in Figure 6.
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Figure 6 - PIA Data
2.9.2. Over the most recent available five-year period, a total of thirteen injury accidents occurred, all of which were classified as ‘slight’ in nature. There were no serious PIA incidents or fatalities in the study area during this five-year period. The incidents are summarised below: ➢ King Street – five incidents, of which three occurred on King Street itself and two at the junction of King Street with the B4540. Of these, two occurred in 2015, one (outside the site) in 2016, one in 2017 and one in 2018. The two incidents in 2015 and one in 2016 involved pedestrians, whereas the 2017 and 2018 incidents involved only vehicles. ➢ George West Street – two incidents, in 2017 and 2019. The incident in 2017 involved a pedestrian, whilst the incident in 2019 involved only vehicles. ➢ A505 and B5450 – five incidents two in 2016, one in 2017 and two in 2018. The incident in 2017 involved a pedestrian, whereas the other four incidents involved only vehicles ➢ George Street – one incident in 2017, involving a pedestrian. 2.9.3. The number of incidents recorded over a five-year period are not a-typical for a town centre location such as this. The incidents represent no particular trend in location or casualty type, with a low incident rate per year and no ‘serious’ or ‘fatal’ incidents. Whilst some incidents [email protected] LONDON | READING | TONBRIDGE | BRISTOL Registered Company No. 06408056 Tel: 0330 053 6774 VAT Registration No. 980016044 BSI Certificate Number FS 710041
involved pedestrians, there are suitably wide footways immediately surrounding the development site with good access (including traffic free) to the town centre, rail stations, bus stops and other local facilities. 2.9.4. It is therefore considered that there are no existing road safety issues identified within the immediate vicinity of the site which may be exacerbated as a result of any future redevelopment of the site. 2.10. Summary 2.10.1. It is evident that the site is in a highly sustainable town-centre location with a range of sustainable modes of transport on offer which would cater for resident, employee and customer/visitor journeys to and from the site. The accessible nature of the site is reflected in the Census modal share which shows a high proportion of both resident and workplace population trips undertaken by sustainable modes, and a low car ownership use of just 0.55 per household on average. 2.10.2. Close to 4,000 public car parking spaces are available within a 9-minute walk of the site, of which the majority operate 24 hours per day and provide various options for season tickets. In addition there are (at the time of writing) 12 private car parking spaces to rent on a monthly basis within 800m of the site; providing a range of off-site car parking options for future site users. 2.10.3. A review of injury accident data indicates that there are no existing road safety issues identified within the immediate vicinity of the site which may be exacerbated as a result of any future redevelopment of the site.
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3. Proposed Development
3.1. Proposed Development 3.1.1. The proposed development comprises a mix of retail, commercial and residential uses including: ➢ 4,609sqm commercial GIA, and ➢ 1,549sqm residential GIA comprising 14 residential units located at floors seven and eight. 3.1.2. The basement, ground floor and floors 1-6 will remain largely unchanged with retail/commercial uses (Use Class E) uses with the basement also providing refuse storage for the commercial uses and the ground floor providing refuse storage for the residential uses in addition to cycle storage. The former office use on Floor 7 will be replaced with residential units, with an additional floor (Floor 8) providing additional residential units. 3.1.3. Taking account of the replacement of the seventh floor office with residential, a small net decrease in commercial space is anticipated, with a net increase of 14 residential flats comprising 10 one-bedroom and 4 two-bedroom flats. 3.1.4. The proposed site layout is attached as Appendix A. 3.2. Access Arrangements 3.2.1. Pedestrian access to the site will be located to the ground and basement floors from King Street to the west and George Street West to the east as per the existing arrangement. 3.2.2. The proposals also include additional emergency / escape routes to and from the residential accommodation; to the east leading to George Street West, and to and from the commercial units; to the west leading to King Street. 3.2.3. Lifts will be provided for the residential units and separately for the commercial space. The lifts to the commercial space also access the commercial refuse store in the basement. 3.3. Car Parking Provision 3.3.1. The Luton Local Plan (November 2017) sets out maximum requirements for car parking and minimum requirements for cycle parking. 3.3.2. In terms of car parking, the Local Plan states that ‘the Council will limit parking for new development in the central area to that which is essential for operational purposes.’ 3.3.3. Luton’s maximum car parking standards suggest 1 space per 30sqm for A2 (Business and Professional) and for B1 (Business) use. For all other retail (A1 Use) the standard is to be ‘considered on individual merits, subject to Council approval). 3.3.4. For residential dwellings of one-bedroom, 1 space per dwelling and for 2-3 bedroom dwellings, 2 spaces per dwelling ‘or lower depending on accessibility’ is suggested. 3.3.5. The following Notes apply to the Luton standards: ➢ The standards set out above will be the maximum permitted in new developments in Luton. However, in accordance with Policy LLP32 of this Local Plan, the Council will limit parking for new development in the central area to that which is essential for
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operational purposes, and may seek to reduce the maximum standard in other areas highly accessible by public transport. ➢ The minimum size of a standard parking bay is 2.4m x 4.9m; ➢ Disabled parking spaces: In all developments providing 5 or more car parking spaces, a minimum of 1 bay or 5% of the total capacity (whichever is greater) should be designated and reserved for disabled users. Spaces should be a minimum of 3.6m x 4.9m and conveniently located close to the entrance of buildings. 3.3.6. The development is proposed to be car-free, which reflects the sites’ aspirations to provide a sustainable development which is in accordance with local and national policy requirements; including the Luton Local Plan. 3.3.7. Whilst no on-site car parking is proposed, it is important to note that there will be no opportunity for overspill parking onto the surrounding road network given the current parking restrictions in the vicinity of the site. There is some opportunity for pay-and-display parking along King Street and George Street West as previously described, which could be used by visitors to the site. The pre-application comments confirm that parking permits will not be available for the future occupiers of the development. As such the applicant is willing to have a condition or future residents prohibiting them from applying for an on-street parking permit. 3.3.8. This Transport Statement has previously assessed the existing modal share of the resident and workplace population, demonstrating a higher take-up of sustainable modes in this MSOA compared with the wider Luton Borough. In addition, average car ownership is halved compared with the wider Borough. These figures demonstrate the highly accessible, town centre location of the site with its wide range of shops and services to cater for the proposed uses as well as an array of sustainable transport options. The sites’ ‘car free nature therefore fully conforms with the principles set out in the Luton Local Plan. 3.3.9. To ensure that any small service vehicles can continue to access the site, the courtyard will be retained to the rear of the site onto George Street West, allowing small vehicles to enter the site, turn and exit in forward gear. An electric gate is proposed across the site entrance which will help to enforce the car-free nature of the site. 3.3.10. Whilst sustainable travel to and from the site will be encouraged through good design, including the provision of cycle parking for both elements of the site, Section 2 of this Transport Statement has demonstrated that there are almost 4,000 public car parking spaces available in the vicinity of the site which could be used by staff, visitors, customers or residents. A range of hourly, daily and season tickets are available to cater for differing levels of use. In addition, further private spaces are available for public rent. 3.3.11. Two ‘E Car Clubs’ were previously available within Luton Town Centre; 550m (a 5-minute walk) and 700m (an 8-minute walk) away. Whilst the contract for these have recently lapsed it is our understanding through discussions with LBC that a new operator is lined up. This will provide residents with the option of hiring an electric vehicle for four hours or up to four weeks at a time. 3.3.12. The site will be marketed as car-free and therefore any perspective occupiers and residents will be aware that the site provides no car parking and would not choose to occupy or purchase a flat if they required a car parking space. 3.3.13. LBC declared a Climate Emergency in January 2020 and has pledged to ensure that Luton is a carbon neutral town by 2040; 10 years ahead of the government target. The car-free nature of the site will help towards Luton meet this target. [email protected] LONDON | READING | TONBRIDGE | BRISTOL Registered Company No. 06408056 Tel: 0330 053 6774 VAT Registration No. 980016044 BSI Certificate Number FS 710041
Cycle Parking 3.3.14. The Luton Local Plan provides minimum standards for cycle parking; although no standards are provided for business uses. Non-food retail uses require cycle parking at a minimum of 1 space per 10 staff (on-site at one time). 3.3.15. The precise number of staff associated with the commercial uses are currently unknown; however for the purpose of this calculation an assumption of 1 staff per 15sqm is assumed; therefore a total of 307 staff. It is not anticipated that all staff would be on-site at any one time. Again for the purpose of this assessment, it is assumed that two thirds (c.66%) of staff will be on-site at once; therefore 203 staff. If applying the retail standards (given that business uses are not given) a minimum of 20 cycle parking spaces would therefore be required. 3.3.16. In terms of residents, for flatted developments, 1 space is required for the first 10 units, with 1 space per 5 units thereafter. 11 spaces are therefore required. 3.3.17. The development proposals contain two cycle stores on the ground floor; for the commercial and residential aspects of the site. The commercial cycle store provides space for 24 cycles and the residential store provides space for 14 cycles. Cycle storage is therefore provided in excess of Luton’s requirements. 3.3.18. The additional cycle storage over and above the Luton standards supports the car-free nature of the development and reflects the sustainable nature of the site. 3.3.19. In addition, cycle parking is provided throughout the town centre and rail station. The closest short-stay cycle parking to the site is located just 60m away on King Street and on George Street West (at the no-through route to George Street). Here, four Sheffield stands are provided providing space for 8 cycles on King Street, with a further two Sheffield stands providing spaces for four cycles on George Street West. 3.4. Deliveries and Servicing 3.4.1. Access to the site for servicing and deliveries is proposed to take place as per the existing arrangements. It is anticipated that the main servicing will take place from George Street West, with commercial storage provided in the basement and residential storage provided on the ground floor. 3.4.2. To ensure that any small service vehicles can continue to access the site, the courtyard will be retained to the rear of the site onto George Street West, allowing small vehicles to enter the site, turn and exit in forward gear. An electric gate is proposed across the site entrance which will help to enforce the car-free nature of the site. This is an improvement to the existing arrangement which currently provides no space on-site for the turning of vehicles. 3.4.3. It is anticipated that the site (including the commercial and residential units) will be serviced via a private refuse contractor. Residential Waste 3.4.4. LBC provide guidance for ‘Managing Waste in New Developments’ (2005). For developments with communal bin stores, a total of 180 litres of waste storage should be provided per dwelling of two bedrooms or less. This equates to a total of 2,520L for the 14 proposed flats, which equates to 10-11 240L bins, or 2-3 1,100L ‘Eurobins’.
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3.4.5. The guidance requires that developments which consist of both commercial and residential properties should have a clear separation between the areas designated for each; to ensure that commercial waste does not enter the domestic waste stream. 3.4.6. BS5906-2005: Waste Management in Buildings – Code of Practice provides typical weekly waste arisings for commercial developments. For an office use (most comparable to the commercial use proposed for this site) a practical waste volume is 50L per employee, per week. If using the same calculations as provided for the cycle store, of 307 employees, the commercial use could generate 15,363L of waste per week; equating to 13-14 1,100L Eurobins. The Luton guidance provides Eurobin dimensions; at 1.47m (H) x 1,38m (W) x 1,09m (L). 3.4.7. The commercial space is provided with a dedicated refuse store within the basement providing space for 13 Eurobins. Access from the commercial units is proposed from two points. Access for refuse collectors is provided from a dedicated refuse lift located to the rear of the building. Double doors are proposed to allow suitable collection of refuse bins. 3.4.8. The residential aspect of the development is provided with three Eurobins which is again in accordance with requirements. In addition a bulky waste store is provided adjacent to the store. Double doors are again proposed to ensure suitable space for refuse collection. 3.5. Construction 3.5.1. The details of the construction are not yet finalised however the proposed construction access routes will be agreed with LBC in advance. At this early stage, it is anticipated that all construction vehicles would access the site via George Street West, turning on site, with the proposed routing strategy to be agreed with LBC prior to initiation of the construction programme with the strategic road network utilised as far as possible to access the site. 3.5.2. Construction works will only take place within LBC permitted hours of 08:00-18:00 Monday to Friday and 08:00-13:00 on Saturdays with no works on Sundays or bank holidays. 3.5.3. The developer will aim to employ local companies / workers to reduce the impact of construction on the highway network as well as providing economic benefits to the local area. Construction workers will be encouraged to travel to the site via sustainable means. Positive action would be taken to reduce the number of heavy construction vehicles entering and exiting the site including; ➢ ‘Backloading’ vehicle operation, where site delivery vehicles are utilised to remove waste materials from the site as part of the same trip; ➢ Practical re-use of any aggregates on site and recycling of material; and ➢ Liaising with neighbouring construction sites to share. 3.5.4. The above measures help to ensure that construction works are organised and delivered in a manner that minimises the impact of the construction traffic on the local highway network in terms of highway safety and amenity. 3.5.5. A Construction Traffic Management Plan (CTMP) can be conditioned if required. This would provide measures to minimise the impact of the proposals on the surrounding highway network.
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4. Trip Generation and Development Impact
4.1.1. This Transport Statement has been prepared to demonstrate that sustainable forms of travel such as pedestrian, cycle and public transport trips can be suitably catered for and encouraged at the site. The TRICS (version 7.8.1) database has been interrogated to determine the likely trip generation of the proposed development and demonstrate that it will have no detrimental impact on the existing highway network. 4.2. Existing & Proposed Commercial Uses 4.2.1. The proposed development comprises a mix of retail, commercial and residential uses including 4,609sqm commercial GIA. The basement, ground floor and floors 1-6 will remain largely unchanged with retail/commercial uses (Use Class E) uses with the basement also providing refuse storage for the commercial uses and the ground floor providing refuse storage for the residential uses in addition to cycle storage. 4.2.2. Taking account of the replacement of the seventh floor office with residential, a small net decrease in commercial space of c.367sqm is anticipated compared to the existing use. 4.2.3. Whilst a small net decrease in trip generation is anticipated, no account has been made of this reduction in trip generation terms to ensure a robust assessment. 4.2.4. It is important to note that, due to the location of the site within close proximity to public transport hubs and Luton Town Centre it is anticipated that the proposed commercial units would primarily generate pass-by or linked trips and therefore would not generate new trips on the network in any case. It is therefore assumed that the commercial units will not have any resultant impact on the local pedestrian, cycle, public transport or highway networks. 4.3. Proposed Residential Trips
4.3.1. The TRICS database has been interrogated to establish the total trips which could be generated by the residential aspect of the development. Since the commercial aspect will remain as existing in terms of GIA (other than a small net increase) this trip generation represents the total anticipated net impact of the proposed redevelopment of the site. The following parameters have been used, with the full TRICS outputs presented in Appendix B: ➢ Residential, Flats Privately Owned; ➢ Multi-modal Surveys; ➢ Sites located in England and Wales only (with sites in Greater London excluded); ➢ 6-30 Units; ➢ Surveys undertaken 01/01/10 - 01/01/21 ➢ Town Centre and Edge of Town Centre locations only.
4.3.2. As the proposed development is car-free with no on-site parking, it is assumed that the Car Driver modal share will not make up 36% of all person trips to and from the site. As such the vehicle trips modal share has been redistributed proportionally across the other modes of transport. Table 6 provides the redistributed modal split and updated trip generation for the proposed development.
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Table 6 - Proposed Residential Trip Generation (Car-Free) AM Peak (08:00- PM Peak (17:00- 09:00) 18:00) Daily Modal Two- Two- Two- Split In Out Way In Out Way In Out Way Train 19% 0 1 1 2 0 2 8 8 16 Bus 22% 1 1 2 2 1 3 10 10 20 Taxi 2% 0 0 0 0 0 0 1 1 2 Motorcycle 1% 0 0 0 0 0 0 0 0 0 Car Driver 0% 0 0 0 0 0 0 0 0 0 Car Passenger 18% 0 1 1 2 0 2 8 8 16 Bicycle 2% 0 0 0 0 0 0 1 1 2 On foot 35% 1 2 3 4 1 5 16 16 32 Other 1% 0 0 0 0 0 0 0 0 0 TOTAL 100% 2 5 7 10 2 12 44 44 88
4.3.3. The proposed development is anticipated to produce a total of seven two-way person trips during the AM peak hour (08:00-09:00) of which three would be undertaken by walking, two by bus, one by train and one by a car passenger. During the PM peak hour (17:00-18:00), 12 two-way people trips would be generated by the proposed development including five on foot, three by bus, two by train and two by a car passenger.
4.3.4. Over the daily period, the proposed development is anticipated to generate 32 trips on foot, 20 by bus, 16 by train, 16 by car passengers, two by bicycle and two by taxi. 4.4. Proposed Delivery and Servicing Trip Generation 4.4.1. Whilst the proposed development does not provide any on-site parking, it does provide a delivery and servicing bay. Deliveries to the residential and commercial units will primarily consist of the following: ➢ Refuse vehicles accessing the residential dwellings and commercial units; ➢ Post, parcel and mail deliveries and collections; ➢ Ad-hoc grocery deliveries / other courier services; ➢ Stock and other deliveries associated with the commercial units; ➢ Occasional Maintenance vehicles; and ➢ Removals vehicles. 4.4.2. It is of note that the types of delivery and servicing trips outlined above are already likely to be operating at the existing commercial site and other developments across the local road network. Owing to the small net increase in development proposed at the site, it is considered that any refuse and postal trips will be vehicles already accessing nearby dwellings and commercial units and will therefore not represent new trips on the network. 4.4.3. There are likely to be the occasional removal vehicles when residents move into / out of properties. This will be most notable when the development is first occupied, subsequent to which, these movements will be infrequent. 4.4.4. The estimated delivery and servicing trips for the entire development, including the commercial development which is a slight net reduction compared with the existing site, are outlined below in Table 7.
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Table 7 – Servicing Trip Generation Approximate Delivery Vehicle Time of Day Frequency Post Post Van 09:00-17:00 Daily Parcel / Couriers 07:00-22:00 1-2 per day Transit Van Groceries 07:00-22:00 1-2 per day Residential Refuse Collection 07:30-17:00 Weekly or as required – private Residential Recycling Collection Private Refuse Vehicle 07:30-17:00 Weekly Commercial Refuse Collection 06:00-18:00 Weekly Commercial Supplies 06:00-10:00 1-3 times a week Transit Van / Box Van Maintenance Vehicles 09:00-17:00 1-2 times a year Removals Vehicles Pantechnicon 09:00-17:00 Infrequent
4.4.5. Based on this, it is anticipated that the total proposed development is likely to generate 4-8 a delivery and servicing trips per day, equating to less than one trip per hour across core delivery hours. It is likely that the majority of delivery and servicing trips will take place outside the network peak hours. 4.4.6. It has previously been established that the existing courtyard will be retained to the rear of the site onto George Street West, allowing small vehicles to enter the site, turn and exit in forward gear. 4.5. Development Impact Bus Impact 4.5.1. The development is anticipated to generate approximately 2-3 two-way bus trips in the peak hours. Table 1 demonstrates a wider range of bus service routes to a wider variety of destinations at a frequency of up to every 10 minutes. 4.5.2. Due to the frequent nature of bus services from the stops in the vicinity of the development, these trips will not have a significant impact on the capacity of the services. Rail Impact 4.5.3. The development is anticipated to generate approximately one train trip in the AM peak hour and two two-way train trips in the PM peak hour. Luton Railway Station is located just 500m from the site and is served by regular services to London, Corby, Bedford, Brighton, Gatwick Airport, Redhill, Greenwich and Dartford with additional services during peak hours. The addition of 1-2 passengers in the peak hours would be well within the day to day variation of passengers on the services. 4.5.4. Due to the frequent train services the proposed development will not result in a significant impact on the capacity of the rail network. Walking and Cycling Impact 4.5.5. Section 2 of this TS describes the provision of walking and cycling facilities within the close proximity of the site and the site’s sustainable and accessible location. Table 6 demonstrates
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the proposed development is anticipated to generate an additional 32 daily pedestrian trips and two additional daily trips by bicycle. 4.5.6. It is considered that this number of additional pedestrian and cycle trips would have a negligible effect on the operation of the pedestrian and cycle routes in the vicinity of the site. 4.6. Summary 4.6.1. The development proposals are not considered to result in a negligible impact upon the local highway network, pedestrian and cycle infrastructure or public transport networks. Furthermore, the proposals are likely to result in a slight net reduction in vehicle trips which is considered to be of benefit to the surrounding highway network. It is therefore concluded that the development would not result in a severe residual impact in accordance with the NPPF.
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5. Conclusion
5.1.1. Syntegra has been commissioned by Caspro Management Limited to produce a Transport Statement to support a planning application for the proposed redevelopment of King House, Luton. 5.1.2. The scheme proposes to refurbish and extend the existing building by aligning to the existing street building line and adding an additional storey. The basement, ground floor and floors 1- 6 will remain largely unchanged with retail/commercial uses (Use Class E) uses with the basement also providing refuse storage for the commercial uses and the ground floor providing refuse storage for the residential uses in addition to cycle storage. The former office use on Floor 7 will be replaced with residential units, with an additional floor (Floor 8) providing additional residential units. 5.1.3. Taking account of the replacement of the seventh floor office with residential, a small net decrease in commercial space of c.367sqm is anticipated, with a net increase of 14 residential flats comprising 10 one-bedroom and 4 two-bedroom flats. 5.1.4. No on-site car parking is proposed, with cycle parking provided in excess of Luton requirements. 5.1.5. A residential bin store with capacity for up 3 x 1100L Eurobins will be provided for residents and another store containing 13 x 1100L Eurobins will be provided for the commercial units, collected via private refuse vehicle. 5.1.6. It is evident that the site is in a sustainable location with a range of sustainable modes of transport on offer to access key employment areas, educational establishments and retail and leisure facilities. 5.1.7. A review of personal injury accident data indicates that there are no existing road safety issues identified within the immediate vicinity of the site which may be exacerbated as a result of any future development of the site. 5.1.8. The proposed development is anticipated to result in a total of seven two-way person trips during the AM peak hour (08:00-09:00), 12 two-way person trips in the PM peak hour (17:00- 18:00) and up to 88 two-way person trips over the daily period. Taking into account car free nature of the development these trips will be undertaken by sustainable modes. 5.1.9. The only vehicle trips generated by the development are servicing trips. It is anticipated that the proposed development is likely to generate 4-8 a delivery and servicing trips per day, equating to less than one trip per hour across core delivery hours. 5.1.10. The proposed redevelopment is therefore not considered to result in an adverse impact upon the local highway network, pedestrian and cycle infrastructure or public transport networks. It is therefore concluded that the development would not result in a severe residual impact nor would it create an unacceptable impact on highway safety in accordance with the NPPF.
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Appendix A – Proposed Layout
Syntegra House, 63 Milford Road, Reading RG1 8LG Telephone: 0118 4028520 Email: [email protected] Registered Company No. 06408056 VAT Registration No. 980016044
A1
PUB EXCLUDED FROM THE SCHEME
PUB EXCLUDED FROM THE SCHEME ESCAPE IN ABEYANCE DEPENDING ON PUB OWNERSHIP
DOUBLE HEIGHT SPACE ACCESS DISABLED DOWNSTAIRS
WC 1500
COMMERCIAL UNIT 48 m² COMMERCIAL UNIT COMMERCIAL UNIT DOUBLE HEIGHT SPACE BOH CLEANER 34 m² 30 m² CONCIERGE 47 m²
ACCESS UPSTAIRS STORAGE LOBBY CLEANER 850 MALE TOILETS & CHANGING PLANT FEMALE TOILETS 29 m² ROOMS ASSUMED PUB UNIT EXCLUDED FROM OUR SCHEME & CHANGING CLIENT TO CONFIRM ROOMS PUB UNIT EXCLUDED FROM THE SCHEME
DISABLED LOBBY SHOWER 13 EUROBINS & TOILET disabled OFFICE REFUSE 55 m² LOBBY
LOBBY LOBBY LOBBY OFFICE CYCLE LOBBY STORE 25 m² fire curtain 24 CYCLES
LIFT LIFT 2150 MIN LIFT LIFT LOBBY RISER RISER ESCAPE
BULKY WASTE 3 EUROBINS PLANT LOCATION 28 m² REFUSE LIFT REFUSE LIFT
2150 MIN
RESIDENTIAL CYCLE STORE -01 - PROPOSED BASEMENT 14 m² 14 CYCLES 1 : 100
LIFT TO CONFIRM WITH LOCAL
EXISTING ELECTRICAL BOARD FOR BUILD-OVER RIGHTS
LOCATION OF UTILITIES TBC LIFT EXISTING ACCESS RETAINED EXISTING
MAILBOX ELECTRIC GATE
RESIDENTIAL ENTRANCE MAINTAIN EXISTING ACCESS
00 - PROPOSED GROUND FLOOR 1 : 100
© The copyright in this drawing is vested in Coda Studios and no license or assignment of any kind has been, BIM COORDINATION Revision Date Drawn Checked or is, granted to any third party whether by provision of copies or originals or otherwise unless agreed in writing. Coda Studios is not responsible for discrepancies caused by manual KEYPLAN CLIENT location of other parties BIM/IFC model. All parties must follow the DO NOT SCALE FROM THIS DRAWING same agreed standard such as share positioning in relation to world A FIRST ISSUE 24/02/2021 CI JH Caspro Management Limited The contractor shall check and verify all dimensions on site and report any discrepancies in writing to coordinates. B LAYOUT AMENDED SUBJECT TO 10/03/2021 CI JH CodaStudios before proceeding work. COORDINATION WITH SE PHASING KEY THIS DRAWING MUST BE READ IN CONJUNCTION WITH THE FOLLOWING SERIES C FURTHER AMENDMENTS SUBJECT TO 01/04/2021 CI JH FOR ELECTRONIC DATA ISSUE CLIENT COMMENTS AND DESIGN CODA Studios Ltd. 70 -71 Cornish Place, Cornish St, Sheffield, S6 3AF Electronic Data / drawings are issued as "read only" and should not be interrogated for measurement. All 00 FEASABILITY 17 SUPERSTRUCTURE DETAILS DEVELOPMENT EXISTING T: 0114 279 6003 E: [email protected] dimensions and levels should read, only from those values stated in test, on the drawing. When issued for 01 EXISTING SITE 18 MASONRY D FURTHER AMENDMENTS TO THE 12/04/2021 CI JH information/comments/coordination values,levels, buildups or dimensions are suitable to change. Suitability 02 EXISTING PLANS 19 INTERNAL DETAILS LAYOUTS Drawn Checked Date Scale @A1 Code and Purpose for issue must be consistent as per ISO 19650. Otherwise, must be reported to 03 EXISTING ELEVATIONS 20 LIFT AND STAIRS PROPOSED CodaStudios inmediately. CodaStudios is not responsible for works carried out when a discrepancy on this 04 EXISTING SECTIONS 21 ROOF DETAILS CI JH 24/02/2021 As exist. 05 PROPOSED SITE 22 WINDOW PACKAGE N indicated 06 PROPOSED PLANS 23 DOOR PACKAGE PROJECT AREA MEASUREMENT 07 PROPOSED ELEVATIONS 24 METAL WORK KING HOUSE The areas are approximate and can only be verified by a detailed dimensional survey of the completed 08 PROPOSED SECTIONS 25 FACADES CLIENT APPROVAL building. Any decisions to be made on the basis of these predictions, whether as to project viability, pre -letting, 09 PLANNING DETAILS 26 EXTERNALS PACKAGE Title lease agreements or otherwise, should include due allowance for the increases and decreases inherent in the 10 DEMOLITION 27 BATHROOM PACKAGE PROPOSED GA PLANS - SHEET 01 design development and building processes. Existing buildings may present anomalies in relation to 11 FIRE STRATEGY 28 KITCHEN PACKAGE A - APPROVED surveyed/drawn plans that may also effect the stated areas. All areas are subject to Town Planning and 12 SETTING OUT 29 COMMUNAL ELECTRICAL Description Conservation Area Consent and detailed Rights to Light analysis. Figures relate to the likely areas of the 13 APARTMENT SETTING OUT 30 PRIVATE ELECTRICAL B - APPROVED WITH COMMENTS STAGE 5 building at the current stage of the design and are calculated using one of the following (as stated in the 14 WALL AND PARTITION TYPES 31 COMMUNAL FINISHES Suitability Code Purpose for issue Drawing No accompanying areas schedule) IPM S1, IPM S2, IPM S3, Gross External Area (GEA), Gross Internal Area 15 FLOOR AND ROOF TYPES 32 PRIVATE FINISHES C - DO NOT USE
13/04/2021 12:38:00 13/04/2021 (GIA) or Nett Internal Area (NIA) methods of measurement from the RICS Property Measurement 1st edition. 16 GROUND WORKS DETAIL 33 LEGAL PACKAGE COORDINATION 2931 CDA A XX DR IM 0600 D Project Originator: Volume: Level: Type: Role: Number: Revision: M.04 A1
PUB EXCLUDED FROM THE SCHEME
IN ABEYANCE DEPENDING ON PUB OWNERSHIP
VOID
VOID OFFICE SPACE 146 m² OFFICE SPACE 359 m²
BOOTH BOOTH BOOTH BOOTH BOOTH KITCHEN/STAFF AREA
900
850
KITCHEN disabled unisex unisex STAFF AREA MALE TOILETS FEMALE TOILETS ASSUMED PUB UNIT EXCLUDED FROM OUR SCHEME MEETING ROOM CLIENT TO CONFIRM
UNISEX TOILETS 1800
2200 disabled
LOBBY
LOBBY LOBBY LV SWITCH MEETING ROOM 14 m²
LIFT LIFT UTILITY ROOM PLANT LIFT LIFT
24 m² 2000 RISER RISER 20 m² 1900 1900 UV SWITCH 10 m²
RESIDENTIAL ESCAPE ROUTE
FIRE ESCAPE FROM OFFICE ONLY OFFICE SPACE 104 m²
OFFICE SPACE 82 m² LIFT LIFT EXISTING EXISTING LIFT LIFT EXISTING EXISTING
RESI PLANT 12 m²
01 - Level Mezzanine 01 - PROPOSED FIRST FLOOR 1 : 100 1 : 100
© The copyright in this drawing is vested in Coda Studios and no license or assignment of any kind has been, BIM COORDINATION Revision Date Drawn Checked or is, granted to any third party whether by provision of copies or originals or otherwise unless agreed in writing. Coda Studios is not responsible for discrepancies caused by manual KEYPLAN CLIENT location of other parties BIM/IFC model. All parties must follow the DO NOT SCALE FROM THIS DRAWING same agreed standard such as share positioning in relation to world A FIRST ISSUE 24/02/2021 CI JH Alkhozama Investments Limited The contractor shall check and verify all dimensions on site and report any discrepancies in writing to coordinates. B LAYOUT AMENDED SUBJECT TO 10/03/2021 CI JH CodaStudios before proceeding work. THIS DRAWING MUST BE READ IN CONJUNCTION WITH THE COORDINATION WITH SE PHASING KEY FOR ELECTRONIC DATA ISSUE FOLLOWING SERIES C FURTHER AMENDMENTS SUBJECT TO 01/04/2021 CI JH CLIENT COMMENTS AND DESIGN CODA Studios Ltd. 70 -71 Cornish Place, Cornish St, Sheffield, S6 3AF Electronic Data / drawings are issued as "read only" and should not be interrogated for measurement. All 00 FEASABILITY 17 SUPERSTRUCTURE DETAILS DEVELOPMENT EXISTING T: 0114 279 6003 E: [email protected] dimensions and levels should read, only from those values stated in test, on the drawing. When issued for 01 EXISTING SITE 18 MASONRY D FURTHER AMENDMENTS TO THE 12/04/2021 CI JH information/comments/coordination values,levels, buildups or dimensions are suitable to change. Suitability 02 EXISTING PLANS 19 INTERNAL DETAILS LAYOUTS Code and Purpose for issue must be consistent as per ISO 19650. Otherwise, must be reported to Drawn Checked Date Scale @A1 03 EXISTING ELEVATIONS 20 LIFT AND STAIRS PROPOSED CodaStudios inmediately. CodaStudios is not responsible for works carried out when a discrepancy on this 04 EXISTING SECTIONS 21 ROOF DETAILS CI JH 24/02/2021 As exist. 05 PROPOSED SITE 22 WINDOW PACKAGE N indicated 06 PROPOSED PLANS 23 DOOR PACKAGE PROJECT AREA MEASUREMENT 07 PROPOSED ELEVATIONS 24 METAL WORK KING HOUSE The areas are approximate and can only be verified by a detailed dimensional survey of the completed 08 PROPOSED SECTIONS 25 FACADES CLIENT APPROVAL building. Any decisions to be made on the basis of these predictions, whether as to project viability, pre -letting, 09 PLANNING DETAILS 26 EXTERNALS PACKAGE Title lease agreements or otherwise, should include due allowance for the increases and decreases inherent in the 10 DEMOLITION 27 BATHROOM PACKAGE A - APPROVED PROPOSED GA PLANS - SHEET 02 design development and building processes. Existing buildings may present anomalies in relation to 11 FIRE STRATEGY 28 KITCHEN PACKAGE surveyed/drawn plans that may also effect the stated areas. All areas are subject to Town Planning and 12 SETTING OUT 29 COMMUNAL ELECTRICAL STAGE 5 Description Conservation Area Consent and detailed Rights to Light analysis. Figures relate to the likely areas of the 13 APARTMENT SETTING OUT 30 PRIVATE ELECTRICAL B - APPROVED WITH COMMENTS building at the current stage of the design and are calculated using one of the following (as stated in the 14 WALL AND PARTITION TYPES 31 COMMUNAL FINISHES Suitability Code Purpose for issue Drawing No accompanying areas schedule) IPM S1, IPM S2, IPM S3, Gross External Area (GEA), Gross Internal Area 15 FLOOR AND ROOF TYPES 32 PRIVATE FINISHES C - DO NOT USE COORDINATION 2931 CDA A XX DR IM 0601 D 12/04/2021 11:45:41 12/04/2021 (GIA) or Nett Internal Area (NIA) methods of measurement from the RICS Property Measurement 1st edition. 16 GROUND WORKS DETAIL 33 LEGAL PACKAGE Project Originator: Volume: Level: Type: Role: Number: Revision: M.04 A1
TERRACE
KITCHEN/STAFF AREA KITCHEN/STAFF AREA
900 900
850 850
MALE TOILETS FEMALE TOILETS MALE TOILETS FEMALE TOILETS OFFICE SPACE 361 m² OFFICE SPACE 360 m²
disabled disabled
RESIDENTIAL RESIDENTIAL ESCAPE ESCAPE
LOBBY LOBBY
LIFT LIFT LIFT LIFT RISER RISER
FIRE FIRE ESCAPE ESCAPE FROM FROM OFFICE OFFICE ONLY ONLY OFFICE SPACE 74 m² OFFICE SPACE OFFICE SPACE SECOND & THIRD FLOOR 104 m² FOURTH & FIFTH FLOOR 47 m² 1 : 100 1 : 100
OFFICE SPACE 90 m² LIFT LIFT EXISTING EXISTING
POTENTIAL TERRACE LIFT LIFT EXISTING EXISTING POTENTIAL TERRACE
RESI PLANT RESI PLANT 13 m² 13 m²
© The copyright in this drawing is vested in Coda Studios and no license or assignment of any kind has been, BIM COORDINATION Revision Date Drawn Checked or is, granted to any third party whether by provision of copies or originals or otherwise unless agreed in writing. Coda Studios is not responsible for discrepancies caused by manual KEYPLAN CLIENT location of other parties BIM/IFC model. All parties must follow the DO NOT SCALE FROM THIS DRAWING same agreed standard such as share positioning in relation to world A FIRST ISSUE 24/02/2021 CI JH Alkhozama Investments Limited The contractor shall check and verify all dimensions on site and report any discrepancies in writing to coordinates. B LAYOUT AMENDED SUBJECT TO 10/03/2021 CI JH CodaStudios before proceeding work. THIS DRAWING MUST BE READ IN CONJUNCTION WITH THE COORDINATION WITH SE PHASING KEY FOR ELECTRONIC DATA ISSUE FOLLOWING SERIES C FURTHER AMENDMENTS SUBJECT TO 01/04/2021 CI JH CLIENT COMMENTS AND DESIGN CODA Studios Ltd. 70 -71 Cornish Place, Cornish St, Sheffield, S6 3AF Electronic Data / drawings are issued as "read only" and should not be interrogated for measurement. All 00 FEASABILITY 17 SUPERSTRUCTURE DETAILS DEVELOPMENT T: 0114 279 6003 E: [email protected] dimensions and levels should read, only from those values stated in test, on the drawing. When issued for 01 EXISTING SITE 18 MASONRY EXISTING D FURTHER AMENDMENTS TO THE 12/04/2021 CI JH information/comments/coordination values,levels, buildups or dimensions are suitable to change. Suitability 02 EXISTING PLANS 19 INTERNAL DETAILS LAYOUTS Drawn Checked Date Scale @A1 Code and Purpose for issue must be consistent as per ISO 19650. Otherwise, must be reported to 03 EXISTING ELEVATIONS 20 LIFT AND STAIRS CodaStudios inmediately. CodaStudios is not responsible for works carried out when a discrepancy on this 04 EXISTING SECTIONS 21 ROOF DETAILS PROPOSED CI JH 24/02/2021 As exist. 05 PROPOSED SITE 22 WINDOW PACKAGE N indicated 06 PROPOSED PLANS 23 DOOR PACKAGE PROJECT AREA MEASUREMENT 07 PROPOSED ELEVATIONS 24 METAL WORK KING HOUSE The areas are approximate and can only be verified by a detailed dimensional survey of the completed 08 PROPOSED SECTIONS 25 FACADES CLIENT APPROVAL building. Any decisions to be made on the basis of these predictions, whether as to project viability, pre -letting, 09 PLANNING DETAILS 26 EXTERNALS PACKAGE Title lease agreements or otherwise, should include due allowance for the increases and decreases inherent in the 10 DEMOLITION 27 BATHROOM PACKAGE A - APPROVED PROPOSED GA PLANS - SHEET 03 design development and building processes. Existing buildings may present anomalies in relation to 11 FIRE STRATEGY 28 KITCHEN PACKAGE surveyed/drawn plans that may also effect the stated areas. All areas are subject to Town Planning and 12 SETTING OUT 29 COMMUNAL ELECTRICAL STAGE 5 Description Conservation Area Consent and detailed Rights to Light analysis. Figures relate to the likely areas of the 13 APARTMENT SETTING OUT 30 PRIVATE ELECTRICAL B - APPROVED WITH COMMENTS building at the current stage of the design and are calculated using one of the following (as stated in the 14 WALL AND PARTITION TYPES 31 COMMUNAL FINISHES Suitability Code Purpose for issue Drawing No accompanying areas schedule) IPM S1, IPM S2, IPM S3, Gross External Area (GEA), Gross Internal Area 15 FLOOR AND ROOF TYPES 32 PRIVATE FINISHES C - DO NOT USE COORDINATION 2931 CDA A XX DR IM 0602 D 12/04/2021 11:47:02 12/04/2021 (GIA) or Nett Internal Area (NIA) methods of measurement from the RICS Property Measurement 1st edition. 16 GROUND WORKS DETAIL 33 LEGAL PACKAGE Project Originator: Volume: Level: Type: Role: Number: Revision: M.04 A1
KITCHEN/STAFF AREA
900
850
MALE TOILETS FEMALE TOILETS
OFFICE SPACE 361 m²
disabled
RESIDENTIAL ESCAPE
LOBBY
LIFT LIFT RISER
FIRE ESCAPE FROM OFFICE OFFICE SPACE ONLY 74 m² OFFICE SPACE 47 m² LIFT EXISTING LIFT EXISTING
RESI PLANT 13 m² 06 - PROPOSED SIXTH FLOOR 1 : 100
© The copyright in this drawing is vested in Coda Studios and no license or assignment of any kind has been, BIM COORDINATION Revision Date Drawn Checked or is, granted to any third party whether by provision of copies or originals or otherwise unless agreed in writing. Coda Studios is not responsible for discrepancies caused by manual KEYPLAN CLIENT location of other parties BIM/IFC model. All parties must follow the DO NOT SCALE FROM THIS DRAWING same agreed standard such as share positioning in relation to world A FIRST ISSUE 24/02/2021 CI JH Alkhozama Investments Limited The contractor shall check and verify all dimensions on site and report any discrepancies in writing to coordinates. B LAYOUT AMENDED SUBJECT TO 10/03/2021 CI JH CodaStudios before proceeding work. THIS DRAWING MUST BE READ IN CONJUNCTION WITH THE COORDINATION WITH SE PHASING KEY FOR ELECTRONIC DATA ISSUE FOLLOWING SERIES C FURTHER AMENDMENTS SUBJECT TO 01/04/2021 CI JH CLIENT COMMENTS AND DESIGN CODA Studios Ltd. 70 -71 Cornish Place, Cornish St, Sheffield, S6 3AF Electronic Data / drawings are issued as "read only" and should not be interrogated for measurement. All 00 FEASABILITY 17 SUPERSTRUCTURE DETAILS DEVELOPMENT EXISTING T: 0114 279 6003 E: [email protected] dimensions and levels should read, only from those values stated in test, on the drawing. When issued for 01 EXISTING SITE 18 MASONRY D FURTHER AMENDMENTS TO THE 12/04/2021 CI JH information/comments/coordination values,levels, buildups or dimensions are suitable to change. Suitability 02 EXISTING PLANS 19 INTERNAL DETAILS LAYOUTS Drawn Checked Date Scale @A1 Code and Purpose for issue must be consistent as per ISO 19650. Otherwise, must be reported to 03 EXISTING ELEVATIONS 20 LIFT AND STAIRS CodaStudios inmediately. CodaStudios is not responsible for works carried out when a discrepancy on this 04 EXISTING SECTIONS 21 ROOF DETAILS PROPOSED CI JH 24/02/2021 As exist. 05 PROPOSED SITE 22 WINDOW PACKAGE N indicated 06 PROPOSED PLANS 23 DOOR PACKAGE PROJECT AREA MEASUREMENT 07 PROPOSED ELEVATIONS 24 METAL WORK KING HOUSE The areas are approximate and can only be verified by a detailed dimensional survey of the completed 08 PROPOSED SECTIONS 25 FACADES CLIENT APPROVAL building. Any decisions to be made on the basis of these predictions, whether as to project viability, pre -letting, 09 PLANNING DETAILS 26 EXTERNALS PACKAGE Title lease agreements or otherwise, should include due allowance for the increases and decreases inherent in the 10 DEMOLITION 27 BATHROOM PACKAGE A - APPROVED PROPOSED GA PLANS - SHEET 04 design development and building processes. Existing buildings may present anomalies in relation to 11 FIRE STRATEGY 28 KITCHEN PACKAGE surveyed/drawn plans that may also effect the stated areas. All areas are subject to Town Planning and 12 SETTING OUT 29 COMMUNAL ELECTRICAL STAGE 5 Description Conservation Area Consent and detailed Rights to Light analysis. Figures relate to the likely areas of the 13 APARTMENT SETTING OUT 30 PRIVATE ELECTRICAL B - APPROVED WITH COMMENTS building at the current stage of the design and are calculated using one of the following (as stated in the 14 WALL AND PARTITION TYPES 31 COMMUNAL FINISHES Suitability Code Purpose for issue Drawing No accompanying areas schedule) IPM S1, IPM S2, IPM S3, Gross External Area (GEA), Gross Internal Area 15 FLOOR AND ROOF TYPES 32 PRIVATE FINISHES C - DO NOT USE COORDINATION 2931 CDA A XX DR IM 0603 D 12/04/2021 12:06:59 12/04/2021 (GIA) or Nett Internal Area (NIA) methods of measurement from the RICS Property Measurement 1st edition. 16 GROUND WORKS DETAIL 33 LEGAL PACKAGE Project Originator: Volume: Level: Type: Role: Number: Revision: M.04 A1
PRIVATE TERRACE PRIVATE TERRACE PRIVATE TERRACE PRIVATE TERRACE
1 BED APT 2 BED APT 2 BED APT 1 BED APT 54 m² 1 BED APT 1 BED APT 79 m² 80 m² 53 m² 2 BED APT 2 BED APT 45 m² 45 m² 65 m² 67 m²
RESIDENTIAL RESIDENTIAL ESCAPE ESCAPE
AOV AOV 2 m² 2 m²
LIFT LIFT OVERHEAD OVERHEAD
1 BED APT RISER 69 m² 1 BED APT 1 BED APT 51 m² 1 BED APT 1 BED APT 49 m² 52 m² 50 m²
1 BED APT 58 m²
PRIVATE TERRACE PRIVATE TERRACE
PRIVATE TERRACE PRIVATE TERRACE
By Department Legend
1 BED APT LIFT LIFT EXISTING 2 BED APT EXISTING BOH RESI PLANT LIFT LIFT EXISTING EXISTING
RESI PLANT RESI PLANT 13 m² 23 m² 07 - PROPOSED SEVENTH FLOOR 08 - PROPOSED EIGHTH FLOOR 1 : 100 1 : 100
© The copyright in this drawing is vested in Coda Studios and no license or assignment of any kind has been, BIM COORDINATION Revision Date Drawn Checked or is, granted to any third party whether by provision of copies or originals or otherwise unless agreed in writing. Coda Studios is not responsible for discrepancies caused by manual KEYPLAN CLIENT location of other parties BIM/IFC model. All parties must follow the DO NOT SCALE FROM THIS DRAWING same agreed standard such as share positioning in relation to world A FIRST ISSUE 24/02/2021 CI JH Caspro Management Limited The contractor shall check and verify all dimensions on site and report any discrepancies in writing to coordinates. B LAYOUT AMENDED SUBJECT TO 10/03/2021 CI JH CodaStudios before proceeding work. COORDINATION WITH SE THIS DRAWING MUST BE READ IN CONJUNCTION WITH THE PHASING KEY FOLLOWING SERIES C FURTHER AMENDMENTS SUBJECT TO 01/04/2021 CI JH FOR ELECTRONIC DATA ISSUE CLIENT COMMENTS AND DESIGN CODA Studios Ltd. 70 -71 Cornish Place, Cornish St, Sheffield, S6 3AF Electronic Data / drawings are issued as "read only" and should not be interrogated for measurement. All 00 FEASABILITY 17 SUPERSTRUCTURE DETAILS DEVELOPMENT EXISTING T: 0114 279 6003 E: [email protected] dimensions and levels should read, only from those values stated in test, on the drawing. When issued for 01 EXISTING SITE 18 MASONRY D FURTHER AMENDMENTS TO THE 12/04/2021 CI JH information/comments/coordination values,levels, buildups or dimensions are suitable to change. Suitability 02 EXISTING PLANS 19 INTERNAL DETAILS LAYOUTS Drawn Checked Date Scale @A1 Code and Purpose for issue must be consistent as per ISO 19650. Otherwise, must be reported to 03 EXISTING ELEVATIONS 20 LIFT AND STAIRS PROPOSED CodaStudios inmediately. CodaStudios is not responsible for works carried out when a discrepancy on this 04 EXISTING SECTIONS 21 ROOF DETAILS CI JH 24/02/2021 As exist. 05 PROPOSED SITE 22 WINDOW PACKAGE N indicated 06 PROPOSED PLANS 23 DOOR PACKAGE PROJECT AREA MEASUREMENT 07 PROPOSED ELEVATIONS 24 METAL WORK KING HOUSE The areas are approximate and can only be verified by a detailed dimensional survey of the completed 08 PROPOSED SECTIONS 25 FACADES CLIENT APPROVAL building. Any decisions to be made on the basis of these predictions, whether as to project viability, pre -letting, 09 PLANNING DETAILS 26 EXTERNALS PACKAGE Title lease agreements or otherwise, should include due allowance for the increases and decreases inherent in the 10 DEMOLITION 27 BATHROOM PACKAGE PROPOSED GA PLANS - SHEET 05 design development and building processes. Existing buildings may present anomalies in relation to 11 FIRE STRATEGY 28 KITCHEN PACKAGE A - APPROVED surveyed/drawn plans that may also effect the stated areas. All areas are subject to Town Planning and 12 SETTING OUT 29 COMMUNAL ELECTRICAL Description Conservation Area Consent and detailed Rights to Light analysis. Figures relate to the likely areas of the 13 APARTMENT SETTING OUT 30 PRIVATE ELECTRICAL B - APPROVED WITH COMMENTS STAGE 5 building at the current stage of the design and are calculated using one of the following (as stated in the 14 WALL AND PARTITION TYPES 31 COMMUNAL FINISHES Suitability Code Purpose for issue Drawing No accompanying areas schedule) IPM S1, IPM S2, IPM S3, Gross External Area (GEA), Gross Internal Area 15 FLOOR AND ROOF TYPES 32 PRIVATE FINISHES C - DO NOT USE
13/04/2021 13:59:40 13/04/2021 (GIA) or Nett Internal Area (NIA) methods of measurement from the RICS Property Measurement 1st edition. 16 GROUND WORKS DETAIL 33 LEGAL PACKAGE COORDINATION 2931 CDA A XX DR IM 0604 D Project Originator: Volume: Level: Type: Role: Number: Revision: M.04
Appendix B – Proposed Development TRICS Outputs
[email protected] LONDON | READING | TONBRIDGE | BRISTOL Registered Company No. 06408056 Tel: 0330 053 6774 VAT Registration No. 980016044 BSI Certificate Number FS 710041
TRICS 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Wednesday 21/04/21 Page 1 Evoke Transport Ltd The White Building, 33 King's Road Reading Licence No: 708731
Filtering Summary
Land Use 03/C RESIDENTIAL/FLATS PRIVATELY OWNED
Selected Trip Rate Calculation Parameter Range 6-30 DWELLS
Actual Trip Rate Calculation Parameter Range 6-20 DWELLS
Date Range Minimum: 01/01/10 Maximum: 01/01/21
Parking Spaces Range All Surveys Included
Parking Spaces Per Dwelling Range: All Surveys Included
Bedrooms Per Dwelling Range: All Surveys Included
Percentage of dwellings privately owned: All Surveys Included
Days of the week selected Tuesday 1 Friday 1
Main Location Types selected Town Centre 1 Edge of Town Centre 1
Population within 500m All Surveys Included
Population <1 Mile ranges selected 25,001 to 50,000 2
Population <5 Mile ranges selected 125,001 to 250,000 1 500,001 or More 1
Car Ownership <5 Mile ranges selected 0.6 to 1.0 1 1.1 to 1.5 1
PTAL Rating No PTAL Present 2 TRICS 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Wednesday 21/04/21 Page 2 Evoke Transport Ltd The White Building, 33 King's Road Reading Licence No: 708731
Calculation Reference: AUDIT-708731-210421-0429 TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 03 - RESIDENTIAL Category : C - FLATS PRIVATELY OWNED MULTI-MODAL TOTAL VEHICLES
Selected regions and areas: 02 SOUTH EAST EX ESSEX 1 days 08 NORTH WEST GM GREATER MANCHESTER 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: No of Dwellings Actual Range: 6 to 20 (units: ) Range Selected by User: 6 to 30 (units: )
Parking Spaces Range: All Surveys Included
Parking Spaces per Dwelling Range: All Surveys Included
Bedrooms per Dwelling Range: All Surveys Included
Percentage of dwellings privately owned: All Surveys Included
Public Transport Provision: Selection by: Include all surveys
Date Range: 01/01/10 to 01/01/21
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: Tuesday 1 days Friday 1 days
This data displays the number of selected surveys by day of the week.
Selected survey types: Manual count 2 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: Town Centre 1 Edge of Town Centre 1
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: Residential Zone 1 Built-Up Zone 1
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. TRICS 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Wednesday 21/04/21 Page 3 Evoke Transport Ltd The White Building, 33 King's Road Reading Licence No: 708731
Secondary Filtering selection:
Use Class: C 3 2 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 500m Range: All Surveys Included Population within 1 mile: 25,001 to 50,000 2 days
This data displays the number of selected surveys within stated 1-mile radii of population.
Population within 5 miles: 125,001 to 250,000 1 days 500,001 or More 1 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 1 days 1.1 to 1.5 1 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 2 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 2 days
This data displays the number of selected surveys with PTAL Ratings. TRICS 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Wednesday 21/04/21 Page 4 Evoke Transport Ltd The White Building, 33 King's Road Reading Licence No: 708731
LIST OF SITES relevant to selection parameters
1 EX-03-C-01 FLATS ESSEX WESTCLIFF PARADE SOUTHEND-ON-SEA WESTCLIFF Edge of Town Centre Residential Zone Total No of Dwellings: 6 Survey date: TUESDAY 22/10/13 Survey Type: MANUAL 2 GM-03-C-03 BLOCK OF FLATS GREATER MANCHESTER FAIRFIELD STREET M A N C H E S T E R
Town Centre Built-Up Zone Total No of Dwellings: 2 0 Survey date: FRIDAY 14/10/11 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 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Wednesday 21/04/21 Page 5 Evoke Transport Ltd The White Building, 33 King's Road Reading Licence No: 708731
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL TOTAL VEHICLES Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS 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 06:00 - 07:00 07:00 - 08:00 2 13 0.038 2 13 0.038 2 13 0.076 08:00 - 09:00 2 13 0.077 2 13 0.154 2 13 0.231 09:00 - 10:00 2 13 0.000 2 13 0.115 2 13 0.115 10:00 - 11:00 2 13 0.077 2 13 0.038 2 13 0.115 11:00 - 12:00 2 13 0.115 2 13 0.000 2 13 0.115 12:00 - 13:00 2 13 0.000 2 13 0.077 2 13 0.077 13:00 - 14:00 2 13 0.038 2 13 0.038 2 13 0.076 14:00 - 15:00 2 13 0.000 2 13 0.000 2 13 0.000 15:00 - 16:00 2 13 0.000 2 13 0.000 2 13 0.000 16:00 - 17:00 2 13 0.115 2 13 0.000 2 13 0.115 17:00 - 18:00 2 13 0.000 2 13 0.000 2 13 0.000 18:00 - 19:00 2 13 0.038 2 13 0.038 2 13 0.076 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.498 0.498 0.996
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: 6 - 20 (units: ) Survey date date range: 01/01/10 - 01/01/21 Number of weekdays (Monday-Friday): 2 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 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Wednesday 21/04/21 Page 6 Evoke Transport Ltd The White Building, 33 King's Road Reading Licence No: 708731
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL CYCLISTS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS 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 06:00 - 07:00 07:00 - 08:00 2 13 0.000 2 13 0.000 2 13 0.000 08:00 - 09:00 2 13 0.000 2 13 0.000 2 13 0.000 09:00 - 10:00 2 13 0.000 2 13 0.000 2 13 0.000 10:00 - 11:00 2 13 0.000 2 13 0.000 2 13 0.000 11:00 - 12:00 2 13 0.000 2 13 0.000 2 13 0.000 12:00 - 13:00 2 13 0.000 2 13 0.077 2 13 0.077 13:00 - 14:00 2 13 0.000 2 13 0.000 2 13 0.000 14:00 - 15:00 2 13 0.000 2 13 0.000 2 13 0.000 15:00 - 16:00 2 13 0.000 2 13 0.000 2 13 0.000 16:00 - 17:00 2 13 0.000 2 13 0.000 2 13 0.000 17:00 - 18:00 2 13 0.077 2 13 0.000 2 13 0.077 18:00 - 19:00 2 13 0.000 2 13 0.000 2 13 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.077 0.077 0.154
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. TRICS 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Wednesday 21/04/21 Page 7 Evoke Transport Ltd The White Building, 33 King's Road Reading Licence No: 708731
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL VEHICLE OCCUPANTS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS 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 06:00 - 07:00 07:00 - 08:00 2 13 0.038 2 13 0.038 2 13 0.076 08:00 - 09:00 2 13 0.115 2 13 0.192 2 13 0.307 09:00 - 10:00 2 13 0.000 2 13 0.115 2 13 0.115 10:00 - 11:00 2 13 0.115 2 13 0.077 2 13 0.192 11:00 - 12:00 2 13 0.115 2 13 0.000 2 13 0.115 12:00 - 13:00 2 13 0.000 2 13 0.077 2 13 0.077 13:00 - 14:00 2 13 0.038 2 13 0.038 2 13 0.076 14:00 - 15:00 2 13 0.000 2 13 0.000 2 13 0.000 15:00 - 16:00 2 13 0.000 2 13 0.000 2 13 0.000 16:00 - 17:00 2 13 0.115 2 13 0.000 2 13 0.115 17:00 - 18:00 2 13 0.000 2 13 0.000 2 13 0.000 18:00 - 19:00 2 13 0.038 2 13 0.038 2 13 0.076 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.574 0.575 1.149
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. TRICS 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Wednesday 21/04/21 Page 8 Evoke Transport Ltd The White Building, 33 King's Road Reading Licence No: 708731
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL PEDESTRIANS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS 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 06:00 - 07:00 07:00 - 08:00 2 13 0.000 2 13 0.192 2 13 0.192 08:00 - 09:00 2 13 0.000 2 13 0.077 2 13 0.077 09:00 - 10:00 2 13 0.077 2 13 0.115 2 13 0.192 10:00 - 11:00 2 13 0.038 2 13 0.269 2 13 0.307 11:00 - 12:00 2 13 0.077 2 13 0.346 2 13 0.423 12:00 - 13:00 2 13 0.154 2 13 0.192 2 13 0.346 13:00 - 14:00 2 13 0.192 2 13 0.115 2 13 0.307 14:00 - 15:00 2 13 0.269 2 13 0.154 2 13 0.423 15:00 - 16:00 2 13 0.115 2 13 0.038 2 13 0.153 16:00 - 17:00 2 13 0.231 2 13 0.192 2 13 0.423 17:00 - 18:00 2 13 0.500 2 13 0.154 2 13 0.654 18:00 - 19:00 2 13 0.308 2 13 0.154 2 13 0.462 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 1.961 1.998 3.959
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. TRICS 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Wednesday 21/04/21 Page 9 Evoke Transport Ltd The White Building, 33 King's Road Reading Licence No: 708731
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL BUS/TRAM PASSENGERS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS 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 06:00 - 07:00 07:00 - 08:00 2 13 0.000 2 13 0.000 2 13 0.000 08:00 - 09:00 2 13 0.000 2 13 0.038 2 13 0.038 09:00 - 10:00 2 13 0.000 2 13 0.038 2 13 0.038 10:00 - 11:00 2 13 0.000 2 13 0.000 2 13 0.000 11:00 - 12:00 2 13 0.000 2 13 0.000 2 13 0.000 12:00 - 13:00 2 13 0.154 2 13 0.154 2 13 0.308 13:00 - 14:00 2 13 0.000 2 13 0.000 2 13 0.000 14:00 - 15:00 2 13 0.038 2 13 0.000 2 13 0.038 15:00 - 16:00 2 13 0.000 2 13 0.000 2 13 0.000 16:00 - 17:00 2 13 0.000 2 13 0.000 2 13 0.000 17:00 - 18:00 2 13 0.038 2 13 0.000 2 13 0.038 18:00 - 19:00 2 13 0.000 2 13 0.000 2 13 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.230 0.230 0.460
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. TRICS 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Wednesday 21/04/21 Page 10 Evoke Transport Ltd The White Building, 33 King's Road Reading Licence No: 708731
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL TOTAL RAIL PASSENGERS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS 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 06:00 - 07:00 07:00 - 08:00 2 13 0.000 2 13 0.115 2 13 0.115 08:00 - 09:00 2 13 0.000 2 13 0.038 2 13 0.038 09:00 - 10:00 2 13 0.000 2 13 0.000 2 13 0.000 10:00 - 11:00 2 13 0.000 2 13 0.000 2 13 0.000 11:00 - 12:00 2 13 0.000 2 13 0.038 2 13 0.038 12:00 - 13:00 2 13 0.000 2 13 0.000 2 13 0.000 13:00 - 14:00 2 13 0.000 2 13 0.077 2 13 0.077 14:00 - 15:00 2 13 0.000 2 13 0.000 2 13 0.000 15:00 - 16:00 2 13 0.038 2 13 0.000 2 13 0.038 16:00 - 17:00 2 13 0.038 2 13 0.000 2 13 0.038 17:00 - 18:00 2 13 0.115 2 13 0.000 2 13 0.115 18:00 - 19:00 2 13 0.077 2 13 0.000 2 13 0.077 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.268 0.268 0.536
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. TRICS 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Wednesday 21/04/21 Page 11 Evoke Transport Ltd The White Building, 33 King's Road Reading Licence No: 708731
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL PUBLIC TRANSPORT USERS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS 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 06:00 - 07:00 07:00 - 08:00 2 13 0.000 2 13 0.115 2 13 0.115 08:00 - 09:00 2 13 0.000 2 13 0.077 2 13 0.077 09:00 - 10:00 2 13 0.000 2 13 0.038 2 13 0.038 10:00 - 11:00 2 13 0.000 2 13 0.000 2 13 0.000 11:00 - 12:00 2 13 0.000 2 13 0.038 2 13 0.038 12:00 - 13:00 2 13 0.154 2 13 0.154 2 13 0.308 13:00 - 14:00 2 13 0.000 2 13 0.077 2 13 0.077 14:00 - 15:00 2 13 0.038 2 13 0.000 2 13 0.038 15:00 - 16:00 2 13 0.038 2 13 0.000 2 13 0.038 16:00 - 17:00 2 13 0.038 2 13 0.000 2 13 0.038 17:00 - 18:00 2 13 0.154 2 13 0.000 2 13 0.154 18:00 - 19:00 2 13 0.077 2 13 0.000 2 13 0.077 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.499 0.499 0.998
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. TRICS 7.8.1 240321 B20.15 Database right of TRICS Consortium Limited, 2021. All rights reserved Wednesday 21/04/21 Page 12 Evoke Transport Ltd The White Building, 33 King's Road Reading Licence No: 708731
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL TOTAL PEOPLE Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS 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 06:00 - 07:00 07:00 - 08:00 2 13 0.038 2 13 0.346 2 13 0.384 08:00 - 09:00 2 13 0.115 2 13 0.346 2 13 0.461 09:00 - 10:00 2 13 0.077 2 13 0.269 2 13 0.346 10:00 - 11:00 2 13 0.154 2 13 0.346 2 13 0.500 11:00 - 12:00 2 13 0.192 2 13 0.385 2 13 0.577 12:00 - 13:00 2 13 0.308 2 13 0.500 2 13 0.808 13:00 - 14:00 2 13 0.231 2 13 0.231 2 13 0.462 14:00 - 15:00 2 13 0.308 2 13 0.154 2 13 0.462 15:00 - 16:00 2 13 0.154 2 13 0.038 2 13 0.192 16:00 - 17:00 2 13 0.385 2 13 0.192 2 13 0.577 17:00 - 18:00 2 13 0.731 2 13 0.154 2 13 0.885 18:00 - 19:00 2 13 0.423 2 13 0.192 2 13 0.615 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 3.116 3.153 6.269
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.