Curdridge Lane, Waltham Chase

N FERRY HOUSE, CANUTE ROAD, SOUTHAMPTON, HAMPSHIRE, S014 3FJ T: +44 (0)23 80335228 F: +44 (0)23 80632886 E: [email protected]

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S Residential Development, Site Plan S I

Sandy Lane, Waltham Chase. Figure Ground G N I N N

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Highway and Transportation Consultants

SANDY LANE WALTHAM CHASE

TRANSPORT ASSESSMENT

on behalf of

Linden Homes

ITR/MT/4593/TA.3 October 2015

GD Bellamy BSc CEng MICE IT Roberts MCIHT

Bellamy Roberts LLP (trading as Bellamy Roberts) is a Limited Liability Partnership registered in England.

Reg No OC303725. Registered Office: Clover House, Western Lane, Odiham, Hampshire RG29 1TU

CONTENTS

1.0 INTRODUCTION .……………………………………………………………….. 1 2.0 SITE LOCATION ……………………………………...... 2 3.0 SUSTAINABLE TRANSPORT CONNECTIONS..……………………………. 6 4.0 DEVELOPMENT PROPOSALS ……………………………………………….. 9 5.0 TRAFFIC GENERATION ……………………………………………………….. 13 6.0 PUBLIC EXHIBITION ………………..………………………………………….. 17 7.0 SUMMARY AND CONCLUSIONS …………………………………………….. 18

APPENDICES

Appendix 1 Location Plan (4593/301) Appendix 2 Speed Survey Appendix 3 Site Access Visibility Splays (4593/003 Rev A) Appendix 4 PIA Data Appendix 5 Pedestrian and Cycle Isochrone (4593/302 and 4593/303) Appendix 6 Bus Timetables and Route Map Appendix 7 Swept Path Analysis (4593/201 Rev C, 4593/202 Rev B and 4593/203 Rev B) Appendix 8 Proposed Carriageway Widening (4593/001 Rev A) Appendix 9 Winchester City Council letter of 9th September 2015 Appendix 10 TRICS Data Appendix 11 Traffic Distribution Appendix 12 Turning Count Data Appendix 13 Two-way Flows on Network (Before and After Development)

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1.0 INTRODUCTION

1.1 Bellamy Roberts LLP has been instructed by Linden Homes to prepare a Transport Assessment to review proposals to provide around 63 residential units on land to the east of Sandy Lane and south of Curdridge Lane, Waltham Chase.

1.2 This Transport Statement has been prepared in accordance with the Department for Transport’s (DfT) document entitled ‘Guidelines for Transport Assessments’ published in 2007 and the site and surrounding area has been visited.

1.3 The Draft Winchester Local Plan Part 2, under Policy WC3, proposes the allocation of the site for about 63 dwellings.

1.4 At present, the site comprises an area of some 3.4ha with Mount Pleasant Farm occupying the northern third of the site. The remainder of the site is mainly used as open paddocks and for horse grazing. The land rises up from Curdridge Lane before sloping southwards towards Bull Lane

1.5 It is proposed to access the site via an improved simple priority T-junction from Sandy Lane, approximately 75m south of Curdridge Lane, at the location of the existing accesses. The LPA Policy recognises that this access should be maintained to serve the existing properties.

1.6 This Transport Assessment has been prepared to advise the Local Planning Authority of the potential highway implications which could arise. The transport issues relating to the development will be set out, and the existing conditions investigated. The proposed development’s traffic flows will be assessed along with the resulting traffic generation.

1.7 The site and surrounding area have been visited and turning count surveys have been undertaken at a number of junctions in the surrounding area. A speed survey has also been undertaken, in the vicinity of the proposed site access.

1.8 A Public Exhibition has been held in Waltham Chase Methodist Church allowing the public to comment on the proposed development. The comments received from the public exhibition will be discussed later in this Report.

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1.9 Whilst the Draft Local Plan Policy WC3 states that the access to the site should be from Curdridge Lane, the preamble also states that access to the existing properties should be maintained (access to the existing properties is via Sandy Lane). For the reasons stated within this Report, the scheme is being promoted with the sole vehicular access from Sandy Lane, in the location of an existing access. This is dealt with later within the report.

2.0 SITE LOCATION

2.1 The site is located in the village of Waltham Chase which is in the Winchester district of Hampshire.

2.2 The town of Bishops Waltham is approximately 3km to the north of the site, while the city of Winchester is some 16km to the northwest.

2.3 The site is bordered to the west by Sandy Lane and by Curdridge Lane to the north. Bull Lane borders the south of the site and residential dwellings border the site to the east. For clarity, a site location plan has been attached at Appendix 1.

2.4 Access to the site is proposed from an improved simple priority T-junction, off Sandy Lane and is approximately 75m south of Curdridge Lane.

Local Highway Network 2.5 The application site has a 260m frontage onto Sandy Lane. Sandy Lane is approximately 2.4km long and runs between Curdridge Lane to the north and the A334 to the south. In the vicinity of the proposed site access, Sandy Lane is a little under 5m wide and allows for two-way vehicle flow, however Sandy Lane is narrower to the south.

2.6 Curdridge Lane connects Waltham Chase in the east to Botley Road in the west. The A334 provides access between Wickham and Botley.

2.7 As can be seen by the following image, the site currently has two existing accesses onto Sandy Lane and both are within 15m of each other. One access

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serves Mount Pleasant Farm while the other serves a number of residential properties which border the site to the east. As noted within the Policy this access needs to be maintained to serve the existing dwellings located east of the site.

Image from Google Street View – May 2011 of the Existing Site Accesses

2.8 Sandy Lane is subject to the national speed limit of 60mph. An Automatic Traffic Counter (ATC) has been positioned in the vicinity of the proposed site access to determine the 85th%ile wet weather speeds and also the number of vehicles which currently pass the existing accesses.

2.9 Weather records have shown that no wet weather events occurred during the surveyed week.

2.10 The 85th%ile wet weather speeds observed in the northbound direction were 25.8mph and 26.1mph in the southbound direction. The full results from the speed survey have been attached at Appendix 2.

2.11 Drawing 4593/003 Rev A has been produced which shows the commensurate visibility splays of 2.4m x 36m can be achieved at the proposed access. This is in line with guidance contained within Manual for Streets (MfS) and the recorded 85th%ile wet weather speeds. Drawing 4593/003 Rev A has been attached at Appendix 3.

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2.12 A pedestrian footway and street lighting is available along the northern side of Curdridge Lane, in the vicinity of Clayhill Close and heads east towards the centre of Waltham Chase. In the vicinity of Chase Grove, footways are present on both sides of Curdridge Lane.

2.13 Classified turning count data for all junctions potentially impacted by the proposed development has been gathered and will be discussed later in the Report.

Review of Recent Traffic Collision Data 2.14 Hampshire Constabulary have been contacted and traffic collision data resulting in personal injury has been gathered.

2.15 Data was requested for the most recent five-year period, from 1st January 2010 to 31st December 2014, to determine whether there are any existing safety concerns on the local highway network.

2.16 Data was gathered from the following junctions and all links in between: • Sandy Lane/Curdridge Lane/Clewers Hill Crossroads; • Curdridge Lane/Winchester Road/Forest Road Crossroads; • Bull Lane/Winchester Road Junction; • Sandy Lane/A334 Junction, and; • Sandy Lane/Bull Lane Junction.

2.17 A summary of the collision data is given in Table 1 and the full Report is attached at Appendix 4.

Table 1: Collision Data

No. of Collisions Link/Junction Slight Serious Fatal

Winchester Road/Forest 1 - - Road/Curdridge Lane Winchester Road 3 3 - Sandy Lane/A334 2 - - Curdridge Lane 1 1 - Bull Lane 1 - -

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2.18 Table 2 below, shows in which year the reported accidents took place.

Table 2: Reported Accidents

Total Number of Year Slight Serious Fatal Collisions per annum 2010 1 1 - 2 2011 - 1 - 1 2012 2 1 - 3 2013 4 1 - 5 2014 1 - - 1

2.19 Twelve personal injury accidents were reported within the search area during this period and of these, 10 could be attributed to driver error with the most common factors being failing to look properly, failing to judge another person’s path or speed and carelessness.

2.20 Of the remaining two, one was due to a lorry skidding on an icy surface along Winchester Road and the other was attributed to loss of control and road layout, again on Winchester Road.

2.21 The accident attributed to the road layout occurred at a traffic calming area in the vicinity of Brooklynn Close, while travelling south on Winchester Road. A refuse lorry negotiated the traffic calming area, lost control and left the road, colliding with a tree.

2.22 The traffic calming area mentioned appears to be an area of anti-skid surfacing and seems to be an isolated incident and the proposed development off Sandy Lane is not likely to increase danger to highway users in this area.

2.23 Six of the twelve accidents occurred on Winchester Road, however these were not confined to a specific area, with the incidents occurring throughout the surveyed area.

2.24 The 6 remaining accidents were spread across the remainder of the network and again were not confined to any specific areas. It is worth noting that no personal

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injury accidents were recorded in the vicinity of the proposed site access or the junction between Sandy Lane and Curdridge Lane.

2.25 It is therefore considered that there is no accident or safety problem with the existing highway network and the proposed development at Sandy Lane will not cause any demonstrable harm to highway users in the vicinity of the site.

2.26 The layout and visibility provided at the proposed access is to be in accordance with Manual for Streets (MfS) and the junction between Sandy Lane and Curdridge Lane conforms to all relevant standards. Both can therefore be considered acceptable in highway terms.

3.0 SUSTAINABLE TRANSPORT CONNECTIONS

3.1 This section of the Transport Assessment will consider the existing accessibility of the site and the modes of transport existing in the area.

3.2 As stated previously, the proposed development site is located to the east of Sandy Lane, in the village of Waltham Chase. Bishops Waltham is approximately 3km to the north of the site, while the city of Winchester is some 16km to the northwest.

Walking 3.3 It is recognised that walking is the most important mode of transport at the local level and offers the greatest potential to replace short car trips, particularly those under 2km.

3.4 As part of the development, a pedestrian access will be provided linking the north of the site to Curdridge Lane as well as to the South of Bull Lane. A new tactile pedestrian crossing is to be installed at this location giving access to the existing footway on Curdridge Lane.

3.5 Given the footway provisions in the vicinity of the site, safe pedestrian access is achievable, linking the site into the wider area.

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3.6 No street lighting is present along Sandy Lane, however street lighting is present along Curdridge Lane.

3.7 Waltham Chase pre-school, St John the Baptist CofE Primary School and Swanmore College of Technology are all located within 1.5km of the proposed site.

3.8 Waltham Chase Methodist Church is located approximately 120m east of the proposed pedestrian entrance. Regular services are held and a car park is provided for church goers.

3.9 Various public rights of way exist in the vicinity of the site, providing the opportunity to explore the surrounding countryside.

3.10 A pedestrian isochrone plan has been attached at Appendix 5.

Cycling 3.11 There are no designated cycle facilities in the vicinity of the site. However, it is considered that the local highway network is of a suitable and safe standard to encourage cycle use.

3.12 Given the rural nature of the application site and surrounding area, there are many opportunities for leisure cycling in the vicinity of the site.

3.13 Botley Railway Station is within easy cycling distance of the proposed site, giving access to cities such as Portsmouth and London, where food shops, pubs, restaurants, shops and health and leisure facilities are available.

3.14 A cycle Isochrone plan has also been attached at Appendix 5.

Buses 3.15 The nearest bus stop to the site is located approximately 20m west of the proposed pedestrian access onto Curdridge Lane and bus stops are provided on both sides of the road.

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3.16 From here, services are provided by Brijan Tours with buses available between Bishops Waltham and Eastleigh.

3.17 Table 3 below summarises the bus service available at this location along with their destination and frequency. The full time table can be found at Appendix 6.

Table 3: Summary of Bus Services

Frequency Service Route No. Mon-Fri Sat Sun

Bishops Waltham – Waltham Chase - 1/hour 1 every 2 hours 8 - Eastleigh (0712-1712) (0712-1712)

Eastleigh – Waltham Chase – Bishops 1/hour 1 every 2 hours 8 - Waltham (0916-1916) (0916-1916)

3.18 Further bus stops are present along Winchester Road, approximately 70m south of its junction with Curdridge Lane and are operated by Stagecoach. From here services are available between Winchester and Fareham. A copy of the timetable and route map for this service has been attached at Appendix 6.

Rail 3.19 The nearest railway station to the site is located approximately 4.3km southwest of the proposed site, at Botley Railway Station.

3.20 The station is situated on the mainline between Eastleigh and Fareham, with regular services provided to London Waterloo and Portsmouth. Further services are available to the rest of the country from Eastleigh and Fareham.

3.21 Train services at Botley Station are provided by Southwest Trains where services are available to London Waterloo and Portsmouth at a frequency of at least one per hour. Table 4 gives a summary of the services available at the railway station.

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Table 4: Botley Station Services

Frequency Average Destination Peak Off-peak Sunday Duration

London Waterloo 4/hour 2/hour 1/hour 1 hour 30mins Portsmouth Stations 1/hour 1/hour 1/hour 40 mins Eastleigh 3/hour 1/hour 1/hour 11 mins

4.0 DEVELOPMENT PROPOSALS

4.1 Policy WC3 of the Draft Winchester Local Plan Part 2, proposes the allocation of the site for about 63 dwellings.

4.2 Policy WC3 states that:

‘Land at Sandy Lane, as shown on the Policies Map, is allocated for the development of about 63 dwellings. Planning permission will be granted provided that detailed proposals accord with the other relevant policies and meet the following specific development requirements:

Access • Provide a safe vehicle, pedestrian and cycle access from Curdridge Lane which minimises the impact on the existing hedgerow and maintains access to existing residential properties. • Provide a new/improved footpath/cycleway along the eastern edge of the site as part of a route into the village centre.

Landscape • Provide substantial landscaping to create a new settlement edge to the south and west. • Provide landscape buffers to protect the amenities of existing properties to the south and east of the site.

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Green Infrastructure and Open Spaces • Provide on-site open space (Informal Open Space and Local Equipped Area for Play).

Infrastructure • Contribute to the expansion of St John the Baptist Primary School and other infrastructure needed to make the development acceptable in planning terms’.

4.3 Furthermore, paragraph 4.7.19 of the Winchester District Local Plan states that:

‘The proposed site, (totalling 3.2ha) performs well against the assessment criteria and Sandy Lane makes a logical and defensible boundary to the western side of the settlement. The site has a substantial hedgerow along the western boundary which, apart from access arrangements, should be retained and strengthened. The site is also higher in parts than the surrounding residential properties, so care will be needed in the layout to avoid over-looking. There is an existing access road to the north of the site which serves a number of residential properties, access to which needs to be maintained’.

4.4 Sixty-three dwellings are proposed, along with public open space and an associated road and drainage network.

4.5 Discussions have been held with officers at Winchester City Council regarding the allocation of the site access. It is proposed to provide a new upgrade vehicular access into the site from Sandy Lane, approximately 75m south of Curdridge Lane, in the vicinity of the existing accesses.

4.6 The reasons for providing the vehicular access from Sandy Lane and not Curdridge Lane, are as follows: • Paragraph 4.7.19 of the Draft Local Plan recognises the need to maintain access off Sandy Lane to serve the existing properties and ‘right of way’. Therefore, there is no real highway reason to limit access to Curdridge Lane.

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• A new access off Curdridge Lane would be close to and would potentially interfere with, the existing junctions. • Access off Curdridge Lane would punch a hole through the hedge which borders the north of the site, resulting in significant hedge loss. • Access off Curdridge Lane would not provide a good housing layout, particularly as access off Sandy Lane is to be maintained, and; • The best access arrangement would be to utilise the existing access off Sandy Lane and the existing junction of Sandy Lane and Curdridge Lane, removing the need for an additional junction/access onto Curdridge Lane.

4.7 The proposed access off Sandy Lane will provide visibility splays of 2.4m x 36m in both directions, which is commensurate with the recorded 85th%ile wet weather speeds of 26.1mph and guidance contained within Manual for Streets (MfS). Drawing 4593/003 shows the proposed visibility splays and has been attached at Appendix 3.

4.8 The access road is to be 5.5m wide, which is sufficient to allow two service vehicles, if necessary. A 2m wide footway is provided along the northern boundary of the access road and a crossing point is provided approximately 10m east of Sandy Lane giving access to the area of open space.

4.9 Pedestrian access to the site will be gained from the north of the site via a new pedestrian access onto Curdridge Lane. A pedestrian crossing point is to be installed giving access to the footway present along the northern boundary of Curdridge Lane.

4.10 Turning heads are provided throughout the site and to ensure that service vehicles are able to enter and exit the site in a forward gear, swept path analysis has been conducted and is attached at Appendix 7.

4.11 The short length of Sandy Lane between the access and Curdridge Lane is to be widened to 5.5m also. This has been shown on drawing 4593/001 Rev A and is attached at Appendix 8.

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4.12 The proposed layout and access arrangement off Sandy Lane has been discussed with officers at Winchester City Council and they have confirmed that the submitted arrangement of accessing the site via Sandy Lane is acceptable. A letter of 9th September confirming the agreement is attached at Appendix 9.

Waste Collection 4.13 Bin collection points have been provided at appropriate locations throughout the site ensuring convenience for residents. Swept path analysis has been undertaken which demonstrates that the proposed layout will accommodate refuse vehicles. See Appendix 7.

Parking 4.14 Winchester City Council’s Residential Parking Standards have been consulted to determine the level of parking required for this site.

4.15 Of the 63 dwellings proposed, there are to be 2 one-bed dwellings, 14 two-bed dwellings, 28 three-bed dwellings and 13 four and 6 five (or more) bedroom dwellings. 4.16 The site proposes a mixture of private, allocated parking and shared communal parking. Table 5 shows the level of car parking required for the site, depending on whether it’s communal or allocated.

Table 5: Parking Standard Communal Parking (per Allocated Parking (per Dwelling Size dwelling) dwelling)

1 Bedroom 1 1.5

2 Bedroom 1.5 2

3 Bedroom 2 2

4+ Bedroom 2.5 3

4.17 In line with the Winchester City Council car parking standards, 137 car parking spaces are required and a total of 157 spaces are to be provided. Of these, 37 spaces are to be unallocated with the remaining 120 allocated to dwellings. The standards state an extra 0.2 spaces per dwelling (or 20% overall), should be

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provided for visitor demand and this will be included within the 157 proposed parking spaces.

4.18 Cycle parking shall also be provided in line with the Winchester City Council Parking Standards. This requires every one bedroom dwelling provide 1 short- stay space and 1 long-stay space. Two, three and four or more bedroom dwellings requires to provide 1 short stay space and 2 long stay cycle spaces.

4.19 Secure, long-stay cycle parking will either be provided in garages or rear garden sheds within the development.

5.0 TRAFFIC GENERATION

5.1 Traffic generation has been derived from the TRICS (7.2.1) database. Trip rates have been calculated based on a mixture of privately owned and affordable housing, in edge of town and neighbourhood centre locations in England and Wales.

5.2 The calculated trip rate and subsequent traffic generation is shown in Table 5 and the full TRICS output is attached at Appendix 10.

Table 6: Summary of Calculated Trip Rates

Vehicle Trip Rate Traffic Generation (63 dwellings) Peak hours Arr Dep Two-way Arr Dep Two-way

0800-0900 0.113 0.342 0.455 7 22 29

1700-1800 0.330 0.160 0.490 21 10 31

5.3 The proposed development is likely to generate 29 two-way movements in the AM peak hour and 31 in the PM peak hour. This equates one extra vehicle approximately every 2 minutes in the AM and PM peak hours.

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Traffic Distribution 5.4 Method of Travel to Work data from the 2001 Census was gathered from the NOMIS website, enabling the work locations of the residents of the Shedfield Ward to be determined and therefore their most likely route to work.

5.5 The calculated traffic distribution during the AM and PM peak hours, based on both the NOMIS and existing traffic flow data, resulting from the proposed development, is attached at Appendix 11.

5.6 Classified turning counts were undertaken at the following junctions on 31st March 2015, to determine turning movements during the peak hours of 0800- 0900 and 1700-1800. Full survey data is attached at Appendix 12.

• Clewers Hill/Curdridge Lane/Sandy Lane; • Winchester Road/Forest Road/Curdridge Lane; • Sandy Lane/Bull Lane; • Winchester Road/Bull Lane, and; • Sandy Lane/A334.

5.7 A summary of the observed traffic flows at the surveyed junctions has been given in Table 7.

Table 7: Manual Turning Count Survey Results

0800-0900 1700-1800 Junction Name Vehicle Movements Vehicle Movements

Clewers Hill/Curdridge Lane/Sandy Lane 341 370 Winchester Road/Forest 1,349 1,374 Road/Curdridge Lane Sandy Lane/Bull Lane 69 71

Bull Lane/Winchester Road 954 1,002

Sandy Lane/A334 883 831

5.8 The existing traffic flow data has been modified to include the extra traffic generated by the proposed development. Table 8 summarises the impact of the

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proposed development on the surrounding junctions and the subsequent percentage increase when compared with the existing traffic flows.

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Table 8: Proposed Traffic Increase

0800-0900 1700-1800 Junction Name Vehicle Vehicle % increase % increase Movements Movements Clewers Hill/Curdridge 363 6.5% 394 6.5% Lane/Sandy Lane Winchester Road/Forest 1,361 0.9% 1,384 0.7% Road/Curdridge Lane Sandy Lane/Bull Lane 76 10.1% 78 9.9%

Bull Lane/Winchester Road 961 0.7% 1,011 0.9%

Sandy Lane/A334 885 0.2% 832 0.1%

5.9 The traffic increases shown in Table 8 are most significant at the junctions in the vicinity of Sandy Lane. In order to provide more detail of the proposed development’s impact on the local highway network, the two-way vehicle movements shall be looked at in further detail.

5.10 Flow Diagram 4593/403 has been produced which shows the two way flows recorded on the local highway network. A summary of the data contained on this diagram is given in Table 9 and diagram 4593/403 has been attached at Appendix 13.

Table 9: Recorded Two-Way Flows on Local Highway Network (Pre-Development)

0800-0900 1700-1800 Road Name Two-way Movements Two-way Movements

Sandy Lane (North of Proposed Site 60 53 Access) Sandy Lane (south of Bull Lane) 19 28

Bull Lane 87 56

Curdridge Lane 298 271

Clewers Hill 91 112

Forest Road 531 459

Winchester Road 911 935

5.11 Table 9 shows that a higher number of vehicles travel along Winchester Road, Forest Road and Curdridge Lane, than the other roads in the local network. The

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majority of vehicles have been observed travelling east on Curdridge Lane, east on Forest Road and south on Winchester Road.

5.12 Flow Diagram 4593/404 has been produced which shows the expected two-way flows on the local highway network when development traffic is added. This is summarised in Table 10, below, and diagram 4593/404 has also been attached at Appendix 12.

Table 10: Two-Way Flows on Local Highway Network (Post-Development)

0800-0900 1700-1800 Road Name Mitigation Two-way Two-way % increase % increase movements movements Sandy Lane (North of Proposed Site 82 36.7% 77 45.3% Road widening Access) Sandy Lane (south of 22 15.8% 31 10.7% None Bull Lane) Bull Lane 91 4.6% 60 7.1% None

Curdridge Lane 307 3.0% 282 4.1% None

Clewers Hill 103 13.2% 125 11.6% None

Forest Road 537 1.1% 465 1.3% None

Winchester Road 915 0.4% 940 0.5% None

5.13 Table 10 shows the proposed development will increase the number of vehicles travelling along Sandy Lane, most notably north of the proposed site access on Sandy Lane.

5.14 Despite the relatively high increase shown on Sandy Lane, north of the site access, during the AM network peak hour, this only equates to an extra 22 vehicles and 24 during the PM peak hour. This equates to one extra vehicle every 2-3 minutes during the network peak hours. However, the access route will be widened to 5.5m accommodate said traffic flows.

5.15 South of the Bull Lane junction, the expected traffic increase on Sandy Lane is minimal, with only one extra vehicle every 20 minutes expected during both the AM and PM network peak hours.

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5.16 The proposed increase in two-way movements on Clewers Hill is expected to generate an additional vehicle movement every 4-5 minutes during the peak hours.

5.17 The impact on the remaining highway network is minimal as the development traffic has dissipated throughout the network.

5.18 In order to mitigate the impact of the proposed development on the section of Sandy Lane to the north of the proposed site access, where the largest increase in two-way movements is found, the short section of Sandy Lane between the site access and Curdridge Lane will be widened to cater for the extra demand.

5.19 The proposed traffic increase resulting from the development is not expected to have a detrimental impact on the local highway network or the safety of its users and cannot be deemed as being severe, under the terms set out in the NPPF.

6.0 PUBLIC EXHIBITION

6.1 A public exhibition was held on 30th June 2015 at the Waltham Chase Methodist Church which gave the residents of Waltham Chase the opportunity to discuss the proposals with members of the design team.

6.2 The main highways issues raised by those who attended related to the following: • Locating the proposed access on Sandy Lane rather than Curdridge Lane; • Sandy Lane and Bell Lane becoming a ‘rat-run’; • The increase in traffic on the local highway network; • The potential safety issue with pedestrians along both Sandy Lane and Bull Lane, and; • The proposed pedestrian access point onto Curdridge Lane

6.3 The reasons for accessing the proposed development from Sandy Lane have been made earlier within this Report, and has been accepted and agreed with the officers at Winchester City Council.

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6.4 As part of the development, it is proposed to widen the short section of Sandy Lane to the north of the proposed site access, this is to encourage motorists to take this route out of the site. However, if motorists are determined to use Bull Lane, as the surveys have suggested is currently the case, the siting of the access on Curdridge Lane will not discourage the use of Sandy Lane and Bull Lane.

6.5 The increase in traffic from the proposed development is most significant at the Sandy Lane/Curdridge Lane junction to the north of the proposed site access. However, this has been shown to be minimal and of the order of one extra vehicle every 2-3 minutes during the peak network hours. The impact on the remaining highway network is much less significant as the traffic has dissipated throughout the network.

6.6 Given the proposed highway improvements to the north of the proposed site access, the increase in traffic south on Sandy Lane and onto Bull Lane is expected to be minimal. The accident data received from Hampshire Constabulary has also shown there to be no accident or safety problems with the local highway network. Therefore, there is not expected to be any conflict between pedestrians and vehicles using these routes.

6.7 At the proposed pedestrian access onto Curdridge Lane, visibility splays will be provided commensurate to the posted speed of the road. This has been shown on drawing 4593/003, attached at Appendix 3.

7.0 SUMMARY AND CONCLUSIONS

7.1 Bellamy Roberts LLP has been instructed by Linden Homes to prepare a Transport Assessment to review the proposals to provide in the region of 63 dwellings on land to the east of Sandy Lane, Waltham Chase.

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7.2 The site is located along Sandy Lane, in the village of Waltham Chase and is close to Bishops Waltham being approximately 3km to the north and some 16km to the southeast of Winchester. 7.3 This Report has undertaken an analysis of the development site, including transport availability in the local area and analysis of the expected traffic generation and distribution from the development, and its impact on the network.

7.4 Personal Injury Accident data has been obtained from Hampshire County Council which has shown there to be no existing safety problem with the existing highway network. The proposed development at Sandy Lane will not cause any demonstrable harm to highway users in the vicinity of the site.

7.5 Draft Local Plan Policy WC3 states that the access to the site should be from Curdridge Lane, the preamble also states that access to the existing properties should be maintained (access to the existing properties is via Sandy Lane). For the reasons stated within this Report, the scheme is being promoted with the sole vehicular access from Sandy Lane, in the location of an existing access. This has the full agreement of the Highway Officer at Winchester City Council.

7.6 A public exhibition has been held and the issues raised by members of the public have been covered in this Report.

7.7 Surveys have been carried out on the junctions in the vicinity of the site to determine existing traffic flows. The surveys have shown the majority of two-way vehicle movements occur on Winchester Road, Forest Road and Curdridge Lane.

7.8 The impact of the proposed development on the local highway network has then been assessed, where the increase in traffic has been shown to be minimal. In the vicinity of Sandy Lane, only one extra vehicle every 2-3 minutes during the network peak hours is expected.

7.9 The speed survey shows vehicles are currently travelling below the posted speed limit in the vicinity of the site access on Sandy Lane and commensurate visibility splays can be provided.

20 ______Bellamy Roberts

Sandy Lane, Waltham Chase: Transport Assessment ______

7.10 The proposals provide both car and cycle parking in line with Local Authority Standards.

7.11 Swept path analysis has been carried out which shows that a refuse lorry is able to turn within the site and so enter and exit the highway in a forward gear.

7.12 The short section of Sandy Lane between the proposed site access and Curdridge Lane is to be widened to mitigate the impact of development traffic.

7.13 The proposed traffic increase resulting from the development is not expected to have a detrimental impact on the local highway network or the safety of its users and cannot be deemed as being severe, under the terms set out in the NPPF.

7.14 The findings of this Transport Assessment suggest there are no constraints that should prevent the development of this site.

21 ______Bellamy Roberts

APPENDICES

APPENDIX 1

Bellamy Roberts LLP (trading as Bellamy Roberts) is a Limited Liability Partnership registered in England. Reg.No.OC303725, Quality Assured Firm ISO9001 Certificate Number 3631/02, Ordnance Survey Licence Number 100017631

PROJECT DATE DRAWN BY Waltham Chase Clover House 19/06/15 ARM Western Lane SCALE CHK BY TITLE Odiham 1:50,000 @ A4 ITR CLIENT Hampshire, RG29 1TU Linden Homes

Site Location Plan DRAWING No. REV No. Tel: 01256 703355 Fax: 01256 704934 Email: [email protected]

APPENDIX 2

1503 27 Waltham Chase 1, Sandy Lane

Channel 1 - Northbound Vehicle Flow Week 1

21/04/2015 22/04/2015 23/04/2015 24/04/2015 25/04/2015 26/04/2015 27/04/2015 Hr Ending Tuesday Wednesday Thursday Friday Saturday Sunday Monday 5 Day Ave 7 Day Ave 1 0 1 0 1 0 0 0 0 0 2 1 0 0 0 0 1 0 0 0 3 0 0 0 0 1 0 0 0 0 4 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 1 0 0 6 3 4 3 0 1 1 3 3 2 7 9 15 13 15 4 1 11 13 10 8 28 36 31 29 12 10 32 31 25 9 30 43 44 37 14 5 33 37 29 10 25 23 24 24 38 15 28 25 25 11 28 19 23 14 98 20 20 21 32 12 21 31 20 19 31 16 29 24 24 13 23 18 28 28 21 21 19 23 23 14 20 22 20 19 15 20 23 21 20 15 14 21 27 19 17 24 18 20 20 16 30 24 24 31 31 25 26 27 27 17 22 29 29 22 103 14 22 25 34 18 31 30 24 21 25 27 16 24 25 19 32 20 20 37 16 15 27 27 24 20 17 20 17 25 13 11 24 21 18 21 15 16 11 21 8 15 14 15 14 22 10 8 15 11 7 7 12 11 10 23 9 5 3 4 4 0 1 4 4 24 2 2 1 3 2 0 1 2 2

7-19 304 316 314 300 421 212 293 305 309 6-22 355 375 370 372 453 246 354 365 361 6-24 366 382 374 379 459 246 356 371 366 0-24 370 387 377 380 461 248 360 375 369

Vehicle Flow (Channel 1)

500

450

400

350

300

250

200 150 100 50 Number Vehicles of 0-24 0 6-24 6-22 21/04/201522/04/2015 23/04/2015 24/04/2015 7-19 25/04/2015 26/04/2015 27/04/2015 Date

7-19 6-22 6-24 0-24 1503 27 Waltham Chase 1, Sandy Lane

Channel 1 - Northbound Average Speed Week 1

21/04/2015 22/04/2015 23/04/2015 24/04/2015 25/04/2015 26/04/2015 27/04/2015 Hr Ending Tuesday Wednesday Thursday Friday Saturday Sunday Monday 1 - 23.0 - 23.0 - - - - 2 28.0 - - - - 33.0 - - 3 - - - - 23.0 - - - 4 ------5 ------28.0 - 6 28.0 28.0 29.7 - 28.0 28.0 23.0 - 7 22.1 26.7 21.2 24.5 24.2 28.0 25.3 - 8 26.0 24.5 24.3 25.8 25.5 27.0 24.9 - 9 25.5 24.2 24.0 24.8 22.6 23.0 25.1 - 10 23.7 24.1 23.4 22.0 24.4 22.7 23.6 - 11 24.2 23.8 23.2 25.5 22.9 23.2 20.6 - 12 23.2 23.0 22.1 23.3 25.7 23.9 23.3 - 13 23.7 24.7 23.9 25.0 23.5 23.0 24.8 - 14 25.0 25.3 25.2 23.5 23.0 23.8 21.0 - 15 24.1 23.2 24.3 22.2 26.2 24.2 22.4 - 16 24.0 24.9 24.9 22.8 21.9 22.2 23.0 - 17 24.1 23.9 23.0 22.8 20.7 23.4 23.0 - 18 24.3 22.9 22.5 21.1 24.0 23.9 22.4 - 19 24.6 24.0 24.5 23.8 24.2 23.0 24.9 - 20 21.8 23.0 25.1 22.4 24.2 23.9 25.1 - 21 22.7 25.8 22.5 24.0 25.5 24.7 25.1 - 22 25.5 24.9 24.0 24.8 23.0 23.0 25.9 - 23 26.9 25.0 21.3 21.8 25.5 - 23.0 - 24 33.0 30.5 28.0 23.0 30.5 - 28.0 -

10-12 23.8 23.3 22.7 24.2 23.6 23.6 22.2 - 14-16 24.0 24.1 24.6 22.6 23.4 23.2 22.8 - 0-24 24.3 24.2 23.8 23.6 23.1 23.7 23.8 -

7 Day Ave 23.8

85th Percentile

21/04/2015 22/04/2015 23/04/2015 24/04/2015 25/04/2015 26/04/2015 27/04/2015 Hr Ending Tuesday Wednesday Thursday Friday Saturday Sunday Monday 1 - 23.6 - 23.1 - - - - 2 28.7 - - - - 33.8 - - 3 - - - - 23.5 - - - 4 ------5 ------28.1 - 6 33.5 33.5 33.1 - 28.5 28.5 23.7 - 7 33.6 28.3 28.8 28.5 28.4 28.8 33.9 - 8 33.3 28.6 28.3 28.9 28.4 28.6 28.5 - 9 28.3 28.6 28.0 28.3 28.3 28.8 28.1 - 10 28.8 28.3 28.3 28.8 28.1 23.0 28.8 - 11 28.0 28.3 28.4 28.4 28.2 28.2 28.4 - 12 28.8 28.8 28.3 28.3 29.0 28.1 28.5 - 13 28.8 28.8 28.9 28.9 28.1 28.1 28.5 - 14 28.7 28.6 29.0 28.6 23.4 28.3 23.2 - 15 28.0 29.0 28.4 28.6 28.4 28.1 28.3 - 16 28.4 28.9 28.3 28.4 28.5 28.0 28.1 - 17 28.9 28.2 28.2 28.1 23.2 28.5 28.6 - 18 28.8 28.7 28.2 23.6 28.5 28.7 23.2 - 19 28.4 29.0 28.6 28.7 28.3 28.5 28.9 - 20 24.0 28.2 28.4 28.9 28.6 28.8 28.1 - 21 23.9 28.5 23.4 28.8 28.5 28.1 28.4 - 22 33.1 33.1 28.7 33.0 28.2 33.2 28.3 - 23 33.9 34.0 23.3 23.5 28.9 - 23.9 - 24 33.4 33.7 28.6 28.9 33.7 - 28.8 -

10-12 28.5 28.0 28.2 28.4 28.5 28.7 28.3 - 14-16 28.8 28.6 28.2 28.7 28.4 28.5 28.7 - 0-24 28.1 28.1 28.6 28.5 28.1 28.4 28.3 -

7 Day Ave 28.3 1503 27 Waltham Chase 1, Sandy Lane

Channel 1 - Northbound Speed Summary Week 1

21/04/2015 22/04/2015 23/04/2015 24/04/2015 25/04/2015 26/04/2015 27/04/2015 Speed (MPH) Tuesday Wednesday Thursday Friday Saturday Sunday Monday 0-20 51 63 65 79 106 46 66 21-35 318 322 312 300 354 202 293 36-50 1 2 0 1 1 0 1 51-100 0 0 0 0 0 0 0

TOTAL 370 387 377 380 461 248 360

Speed Summary (MPH)

100%

90%

80%

70%

60%

50%

40%

30%

20%

10%

0% 21/04/2015 22/04/2015 23/04/2015Date 24/04/2015 25/04/2015 26/04/2015 27/04/2015

0-20 21-35 36-50 51-100 1503 27 Waltham Chase 1, Sandy Lane

Channel 1 - Northbound Vehicle Class Week 1

Classes Car / LGV / OGV1 / Bus OGV2 TOTAL Day / Time Caravan - 1 - 2,3,5,6,7,12 - 4,8,9,10,11,13 - 1-13 21/04/2015 7-19 266 38 0 304 6-22 314 41 0 355 6-24 325 41 0 366 0-24 329 41 0 370 22/04/2015 7-19 274 42 0 316 6-22 326 49 0 375 6-24 333 49 0 382 0-24 338 49 0 387 23/04/2015 7-19 280 34 0 314 6-22 331 39 0 370 6-24 335 39 0 374 0-24 338 39 0 377 24/04/2015 7-19 275 25 0 300 6-22 340 32 0 372 6-24 347 32 0 379 0-24 348 32 0 380 25/04/2015 7-19 401 20 0 421 6-22 430 23 0 453 6-24 436 23 0 459 0-24 438 23 0 461 26/04/2015 7-19 199 13 0 212 6-22 230 16 0 246 6-24 230 16 0 246 0-24 232 16 0 248 27/04/2015 7-19 263 30 0 293 6-22 318 36 0 354 6-24 320 36 0 356 0-24 324 36 0 360

Average 7-19 280 29 0 309 6-22 327 34 0 361 6-24 332 34 0 366 0-24 335 34 0 369

Total Vehicle Class Distribution 0% 9%

91% 1503 27 Waltham Chase 1, Sandy Lane

Channel 2 - Southbound Vehicle Flow Week 1

21/04/2015 22/04/2015 23/04/2015 24/04/2015 25/04/2015 26/04/2015 27/04/2015 Hr Ending Tuesday Wednesday Thursday Friday Saturday Sunday Monday 5 Day Ave 7 Day Ave 1 0 3 0 1 0 1 0 1 1 2 0 0 0 1 0 0 1 0 0 3 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 6 6 7 4 5 2 1 6 6 4 7 3 11 12 10 5 1 9 9 7 8 16 22 15 11 12 11 20 17 15 9 17 23 18 27 16 10 18 21 18 10 24 22 28 14 29 18 23 22 23 11 17 19 28 17 24 24 17 20 21 12 20 15 20 22 18 15 26 21 19 13 17 18 19 28 28 24 17 20 22 14 16 13 24 30 23 20 20 21 21 15 18 20 17 24 23 26 23 20 22 16 39 26 28 33 23 19 26 30 28 17 30 41 41 40 32 22 22 35 33 18 46 46 43 44 20 22 44 45 38 19 31 33 27 43 27 16 38 34 31 20 25 20 24 23 16 9 21 23 20 21 12 10 12 13 7 5 9 11 10 22 6 6 14 6 7 4 5 7 7 23 3 5 4 4 6 3 11 5 5 24 1 3 3 4 5 2 3 3 3

7-19 291 298 308 333 275 227 294 305 289 6-22 337 345 370 385 310 246 338 355 333 6-24 341 353 377 393 321 251 352 363 341 0-24 347 363 381 400 323 253 359 370 347

Vehicle Flow (Channel 2)

400

350

300

250

200

150

100

Number Vehicles of 0-24 0 6-24 6-22 21/04/201522/04/2015 23/04/2015 24/04/2015 7-19 25/04/2015 26/04/2015 27/04/2015 Date

7-19 6-22 6-24 0-24 1503 27 Waltham Chase 1, Sandy Lane

Channel 2 - Southbound Average Speed Week 1

21/04/2015 22/04/2015 23/04/2015 24/04/2015 25/04/2015 26/04/2015 27/04/2015 Hr Ending Tuesday Wednesday Thursday Friday Saturday Sunday Monday 1 - 29.7 - 28.0 - 23.0 - - 2 - - - 28.0 - - 23.0 - 3 ------4 ------5 ------6 23.8 25.1 21.8 22.0 25.5 23.0 23.8 - 7 21.3 24.8 21.8 24.5 25.0 23.0 23.6 - 8 23.9 23.0 24.3 23.0 24.2 22.1 24.8 - 9 24.8 22.4 23.6 23.9 23.0 24.5 24.1 - 10 20.8 22.4 23.4 22.3 21.8 22.4 25.0 - 11 23.9 21.7 22.1 21.8 21.3 21.5 21.8 - 12 22.2 22.3 24.2 23.9 23.6 20.7 21.9 - 13 22.1 21.9 23.3 23.0 22.5 24.0 22.1 - 14 23.3 23.0 22.6 23.5 23.4 20.8 20.6 - 15 22.7 23.5 23.9 22.4 22.6 22.0 21.5 - 16 22.5 23.6 21.9 21.6 21.1 22.7 21.5 - 17 23.5 22.8 22.5 22.9 20.2 23.7 21.2 - 18 23.7 23.8 23.7 22.5 22.5 23.9 23.6 - 19 24.8 24.1 24.1 23.3 23.9 20.5 24.7 - 20 22.1 22.5 23.8 21.3 23.0 24.1 22.0 - 21 21.8 21.5 20.9 23.0 22.3 20.0 20.2 - 22 26.3 23.8 21.0 23.0 22.3 25.5 27.0 - 23 26.3 23.0 23.0 25.5 22.2 31.3 24.4 - 24 23.0 26.3 29.7 24.2 26.0 23.0 24.7 -

10-12 23.0 22.0 23.0 23.0 22.3 21.2 21.9 - 14-16 22.6 23.5 22.7 21.9 21.8 22.3 21.5 - 0-24 23.1 23.1 23.1 22.9 22.5 22.6 22.9 -

7 Day Ave 22.9

85th Percentile

21/04/2015 22/04/2015 23/04/2015 24/04/2015 25/04/2015 26/04/2015 27/04/2015 Hr Ending Tuesday Wednesday Thursday Friday Saturday Sunday Monday 1 - 33.1 - 28.5 - 23.6 - - 2 - - - 28.2 - - 23.1 - 3 ------4 ------5 ------6 28.1 28.9 23.7 23.7 28.7 23.3 28.8 - 7 23.0 28.6 23.2 28.7 28.8 23.1 28.7 - 8 28.3 28.3 28.4 28.6 28.4 28.2 28.5 - 9 28.8 28.1 28.5 28.8 28.9 28.1 28.2 - 10 28.3 28.5 28.8 23.2 28.7 28.4 28.2 - 11 28.2 28.2 28.5 28.8 28.1 24.0 28.3 - 12 23.5 29.0 28.4 28.2 28.6 28.5 28.8 - 13 28.3 23.1 28.5 29.0 28.7 28.5 28.1 - 14 28.3 28.0 28.2 28.1 28.0 24.0 23.5 - 15 28.0 28.3 28.6 28.1 28.4 23.2 28.8 - 16 28.5 28.5 23.5 28.8 23.4 28.4 28.8 - 17 28.2 28.9 28.7 28.4 23.3 28.4 23.3 - 18 28.9 28.5 28.9 28.5 29.0 28.3 29.0 - 19 28.6 28.4 28.4 28.1 28.8 23.5 28.8 - 20 28.8 28.8 28.3 23.1 28.7 28.1 23.7 - 21 23.9 28.8 23.3 28.2 23.4 23.5 23.9 - 22 33.3 28.7 28.2 28.0 23.7 34.0 33.9 - 23 28.5 28.7 28.5 28.7 28.3 33.6 28.4 - 24 23.1 29.0 43.2 28.5 33.4 23.9 28.1 -

10-12 28.6 28.3 28.6 28.6 28.4 23.7 29.0 - 14-16 28.4 28.5 28.4 28.2 28.9 23.4 28.8 - 0-24 29.0 28.4 28.9 28.5 28.1 28.7 28.7 -

7 Day Ave 28.6 1503 27 Waltham Chase 1, Sandy Lane

Channel 2 - Southbound Speed Summary Week 1

21/04/2015 22/04/2015 23/04/2015 24/04/2015 25/04/2015 26/04/2015 27/04/2015 Speed (MPH) Tuesday Wednesday Thursday Friday Saturday Sunday Monday 0-20 79 79 81 96 94 70 92 21-35 267 283 299 302 228 183 267 36-50 1 1 1 2 1 0 0 51-100 0 0 0 0 0 0 0

TOTAL 347 363 381 400 323 253 359

Speed Summary (MPH)

100%

90%

80%

70%

60%

50%

40%

30%

20%

10%

0% 21/04/2015 22/04/2015 23/04/2015Date 24/04/2015 25/04/2015 26/04/2015 27/04/2015

0-20 21-35 36-50 51-100 1503 27 Waltham Chase 1, Sandy Lane

Channel 2 - Southbound Vehicle Class Week 1

Classes Car / LGV / OGV1 / Bus OGV2 TOTAL Day / Time Caravan - 1 - 2,3,5,6,7,12 - 4,8,9,10,11,13 - 1-13 21/04/2015 7-19 263 28 0 291 6-22 305 32 0 337 6-24 309 32 0 341 0-24 314 33 0 347 22/04/2015 7-19 269 29 0 298 6-22 312 33 0 345 6-24 320 33 0 353 0-24 329 34 0 363 23/04/2015 7-19 274 33 1 308 6-22 330 39 1 370 6-24 337 39 1 377 0-24 340 40 1 381 24/04/2015 7-19 295 38 0 333 6-22 339 46 0 385 6-24 347 46 0 393 0-24 353 47 0 400 25/04/2015 7-19 259 16 0 275 6-22 291 19 0 310 6-24 302 19 0 321 0-24 304 19 0 323 26/04/2015 7-19 211 16 0 227 6-22 229 17 0 246 6-24 234 17 0 251 0-24 236 17 0 253 27/04/2015 7-19 261 33 0 294 6-22 300 38 0 338 6-24 313 39 0 352 0-24 318 41 0 359

Average 7-19 262 28 0 289 6-22 301 32 0 333 6-24 309 32 0 341 0-24 313 33 0 347

Total Vehicle Class Distribution

0% 10%

90% 1503 27 Waltham Chase 1, Sandy Lane

Channel 1 - Northbound

21/04/2015 22/04/2015 23/04/2015 24/04/2015 25/04/2015 26/04/2015 27/04/2015 5-DAY 7-DAY Tuesday Wednesday Thursday Friday Saturday Sunday Monday MEAN MEAN 0000-2400 Vehicle Flow 370 387 377 380 461 248 360 375 369 Mean Speed 24.3 24.2 23.8 23.6 23.1 23.7 23.8 23.9 23.8 85%ile Speed 28.1 28.1 28.6 28.5 28.1 28.4 28.3 28.3 28.3 No. Vehicles > 30 MPH Limit 24 21 10 18 13 7 13 17 15 % Vehicles > 30 MPH Limit 6.5 5.4 2.7 4.7 2.8 2.8 3.6 4.6 4.1 No. Vehicles > 45 MPH 0 0 0 0 0 0 0 0 0 % Vehicles > 45 MPH 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Channel 2 - Southbound

21/04/2015 22/04/2015 23/04/2015 24/04/2015 25/04/2015 26/04/2015 27/04/2015 5-DAY 7-DAY Tuesday Wednesday Thursday Friday Saturday Sunday Monday MEAN MEAN 0000-2400 Vehicle Flow 347 363 381 400 323 253 359 370 347 Mean Speed 23.1 23.1 23.1 22.9 22.5 22.6 22.9 23.0 22.9 85%ile Speed 29.0 28.4 28.9 28.5 28.1 28.7 28.7 28.7 28.6 No. Vehicles > 30 MPH Limit 11 8 6 9 9 6 8 8 8 % Vehicles > 30 MPH Limit 3.2 2.2 1.6 2.3 2.8 2.4 2.2 2.3 2.4 No. Vehicles > 45 MPH 0 0 0 0 0 0 0 0 0 % Vehicles > 45 MPH 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Channels 1+2 - Northbound & Southbound

21/04/2015 22/04/2015 23/04/2015 24/04/2015 25/04/2015 26/04/2015 27/04/2015 5-DAY 7-DAY Tuesday Wednesday Thursday Friday Saturday Sunday Monday MEAN MEAN 0000-2400 Vehicle Flow 717 750 758 780 784 501 719 745 716 Mean Speed 23.7 23.7 23.5 23.3 22.8 23.2 23.4 23.5 23.3 85%ile Speed 28.6 28.3 28.8 28.5 28.1 28.6 28.5 28.5 28.5 No. Vehicles > 30 MPH Limit 35 29 16 27 22 13 21 26 23 % Vehicles > 30 MPH Limit 4.9 3.9 2.1 3.5 2.8 2.6 2.9 3.4 3.2 No. Vehicles > 45 MPH 0 0 0 0 0 0 0 0 0 % Vehicles > 45 MPH 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1503 27 Waltham Chase 1, Sandy Lane

Channel 1 - Northbound

21/04/2015 22/04/2015 23/04/2015 24/04/2015 25/04/2015 26/04/2015 27/04/2015 5-DAY 7-DAY Tuesday Wednesday Thursday Friday Saturday Sunday Monday MEAN MEAN Vehicle Flow 259 249 249 271 307 192 257 257 255 Mean Speed 25.0 25.0 24.2 23.4 24.7 24.8 24.2 24.4 24.5 85%ile Speed 29.5 29.5 28.2 28.2 28.1 28.7 27.9 28.7 28.6 No. Vehicles > 30 MPH Limit 15 15 6 11 11 6 7 11 10 % Vehicles > 30 MPH Limit 5.8 6.0 2.4 4.1 3.6 3.1 2.7 4.2 4.0 No. Vehicles > 45 MPH 0 0 0 0 0 0 0 0 0 % Vehicles > 45 MPH 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Channel 2 - Southbound

21/04/2015 22/04/2015 23/04/2015 24/04/2015 25/04/2015 26/04/2015 27/04/2015 5-DAY 7-DAY Tuesday Wednesday Thursday Friday Saturday Sunday Monday MEAN MEAN Vehicle Flow 238 231 264 278 243 188 255 253 242 Mean Speed 23.1 23.7 23.2 23.6 23.1 23.0 23.0 23.3 23.2 85%ile Speed 27.4 28.5 28.1 27.5 27.8 26.3 27.6 27.8 27.6 No. Vehicles > 30 MPH Limit 7 6 5 6 7 5 4 6 6 % Vehicles > 30 MPH Limit 2.9 2.6 1.9 2.2 2.9 2.7 1.6 2.2 2.4 No. Vehicles > 45 MPH 0 0 0 0 0 0 0 0 0 % Vehicles > 45 MPH 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Channels 1+2 - Northbound & Southbound

21/04/2015 22/04/2015 23/04/2015 24/04/2015 25/04/2015 26/04/2015 27/04/2015 5-DAY 7-DAY Tuesday Wednesday Thursday Friday Saturday Sunday Monday MEAN MEAN Vehicle Flow 497 480 513 549 550 380 512 510 497 Mean Speed 24.1 24.3 23.7 23.5 23.9 23.9 23.6 23.8 23.9 85%ile Speed 28.4 29.0 28.1 27.9 28.0 27.5 27.7 28.2 28.1 No. Vehicles > 30 MPH Limit 22 21 11 17 18 11 11 16 16 % Vehicles > 30 MPH Limit 4.4 4.4 2.1 3.1 3.3 2.9 2.1 3.2 3.2 No. Vehicles > 45 MPH 0 0 0 0 0 0 0 0 0 % Vehicles > 45 MPH 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Note: All figures are based on data from the hours 0000-0700, 0900-1600 & 1800-2400.

APPENDIX 3

Notes

FARRIERS COTTAGE

NESTLEDOWN 26

22 18 16 17 25

10-15 G G

2m x 40m Visibility Splay 23 W Pedestrian Access

W W G

9 G G G

W W

8 G 59 W 7 20 60 6 W G W G 21 G 58 61 W W

CURDRIDGE LANE CURDRIDGE 62 G

W 57

G G G G G

W G 2 W 63

G Site Layout Updated, Visibility Splays Amended ITR

G A ARM

1 08/07/15 56 AMENDMENT

REVISION DRN DATE CHK CLAYHILL 3 Clover House 5 4 Western Lane COTTAGE Odiham Hampshire, RG29 1TU

Tel: 01256 703355 Fax: 01256 704934 Vehicular Access Email: [email protected]

2.4m x 36m Visibility Splay CLIENT Linden Homes

PROJECT Waltham Chase TITLE Visibility Splays SANDY LANE Pedestrian and Vehicular Access

DRAWN BY DESIGN BY CHK BY ARM - ITR

DATE DRAWING No. REV No. 18/06/15 SCALE Bellamy Roberts LLP (trading as Bellamy Roberts) is a Limited Liability Partnership registered in England. Reg.No.OC303725, Quality Assured Firm ISO9001 Certificate Number 3631/02, Ordnance Survey Licence Number 100017631 1:500 @ A3 APPENDIX 4

TRAFFMAP INTERPRETED LISTING Run on: 08/ 04/2015 AccsMap - Accident Analysis System

100475170 09/11/2010 Time 0800 Vehicles 1 Casualties 1 Slight E: 456267 N: 115424 First Road: B 2177 Road Type Single carriageway Speed limit: 30 Junction Detail: Crossroads Automatic traffic signal Unclassified Crossing: Control None Facilities: None within 50m Road surface Wet/Damp Daylight:street lights present Raining without high winds Special Conditions at Site None Carriageway Hazards: None Place accident reported: At scene DfT Special Projects:

Causation Factor: Participant: Confidence: 1st: Stationary or parked vehicle Vehicle 1 Very Likely 2nd: Rain, sleet, snow, or fog Vehicle 1 Possible 3rd: Crossed road masked by stationary veh Casualty 1 Possible 4th: Failed to look properly Casualty 1 Possible 5th: Failed to judge vehicles path or speed Casualty 1 Possible 6th:

CAS 1 (PEDESTRIAN) WALKING E ALONG FOREST ROAD ON SOUTHSIDE PAVEMENT, CROSSES TO NORTHSIDE FROM BETWEEN STATIONARY VEH'S AT TRAFFIC LIGHTS FAILING TO LOOK AND PROCEEDS. VEH 1 (CAR) TRAVELLING E UNABLE TO AVOID COLLIDES IN CAS 1. Occurred on B2177 WINCHESTER ROAD AT JUNCTION WITH FOREST ROAD, WICKHAM, HAMPSHIRE

Vehicle Reference 1 Car Going ahead other Vehicle movement from W to E No tow / articulation Leaving the main road On main carriageway No skidding, jack-knifing or overturning Location at impact Cleared junction or waiting/parke First impact Offside Hit vehicle: Hit object in road None Off road: None Did not leave carr Age of Driver 56 Male Not hit and run Breath test Negative Left hand drive:

Casualty Reference: 1 Vehicle: 1 Age: 13 Female Pedestrian Severity: Slight School pupil to/from school Seatbelt Not Applicable Cycle helmet:

In carr elsewhere N bound

Driver's offside masked

Registered to: Hampshire Police 1 TRAFFMAP INTERPRETED LISTING Run on: 08/ 04/2015 AccsMap - Accident Analysis System

110119866 22/03/2011 Time 1744 Vehicles 1 Casualties 1 Serious E: 456153 N: 115438 First Road: U Road Type Single carriageway Speed limit: 30 Junction Detail: T & Stag Jct Give way or controlled Unclassified Crossing: Control None Facilities: None within 50m Road surface Dry Daylight:street lights present Fine without high winds Special Conditions at Site None Carriageway Hazards: None Place accident reported: At scene DfT Special Projects:

Causation Factor: Participant: Confidence: 1st: Crossed road masked by stationary veh Casualty 1 Very Likely 2nd: Failed to look properly Casualty 1 Very Likely 3rd: Failed to judge vehicles path or speed Casualty 1 Very Likely 4th: Careless/Reckless/In a hurry Casualty 1 Very Likely 5th: 6th:

CAS 1 (PEDESTRIAN) WALKING ALONG CURDRIDGE LANE STEPS INTO CARRIAGEWAY S OUTSIDE CHERRY TREES FROM BEHIND STATIC TRAFFIC, ACROSS PATH OF VEH 1 (CAR) TRAVELLING W ALONG CURDRIDGE LANE. Occurred on CURDRIDGE LANE AT JUNCTION WITH PROVENE GARDENS, WICKHAM, HAMPSHIRE

Vehicle Reference 1 Car Stopping Vehicle movement from E to W No tow / articulation Leaving the main road On main carriageway No skidding, jack-knifing or overturning Location at impact Jct Approach First impact Front Hit vehicle: Hit object in road None Off road: None Did not leave carr Age of Driver 33 Male Not hit and run Breath test Negative Left hand drive:

Casualty Reference: 1 Vehicle: 1 Age: 9 Female Pedestrian Severity: Serious Not a pupil Seatbelt Not Applicable Cycle helmet:

In carr elsewhere S bound

Driver's offside masked

Registered to: Hampshire Police 2 TRAFFMAP INTERPRETED LISTING Run on: 08/ 04/2015 AccsMap - Accident Analysis System

120083348 23/02/2012 Time 1745 Vehicles 1 Casualties 1 Serious E: 456244 N: 115508 First Road: B 2177 Road Type Single carriageway Speed limit: 30 Junction Detail: Not within 20m of junction Crossing: Control None Facilities: None within 50m Road surface Dry Darkness: street lights present and lit Fine without high winds Special Conditions at Site None Carriageway Hazards: None Place accident reported: Elsewhere DfT Special Projects:

Causation Factor: Participant: Confidence: 1st: Failed to judge other persons path or speed Vehicle 1 Possible 2nd: Failed to look properly Casualty 1 Possible 3rd: Passing too close to cyclist, horse rider or pedestrian Vehicle 1 4th: 5th: 6th:

VEH 1 (BUS) TRAVELLING N ALONG B2177 WINCHESTER ROAD, SLOWS AS APPROACHING BUS STOP AND IT IS ALLEGED THAT VEH 1 COLLIDES WITH THE ARM OF CAS 1 (PEDESTRIAN) STATIONARY ON PAVEMENT WAITING AT THE BUS STOP. Occurred on B2177 WINCHESTER ROAD OUTSIDE OF APPLETREES, WALTHAM CHASE, HAMPSHIRE

Vehicle Reference 1 Bus or coach Stopping Vehicle movement from S to N No tow / articulation Leaving the main road On main carriageway No skidding, jack-knifing or overturning Location at impact Not at, or within 20M of Jct First impact Front Hit vehicle: Hit object in road None Off road: None Did not leave carr Age of Driver 40 Male Not hit and run Breath test Driver not contacted Left hand drive: No

Casualty Reference: 1 Vehicle: 1 Age: 32 Male Pedestrian Severity: Serious Not a pupil Seatbelt Not Applicable Cycle helmet: Not a cyclist

On footpath / verge Standing still

Movement U/K

Registered to: Hampshire Police 3 TRAFFMAP INTERPRETED LISTING Run on: 08/ 04/2015 AccsMap - Accident Analysis System

120126508 30/03/2012 Time 1935 Vehicles 1 Casualties 1 Slight E: 455895 N: 115129 First Road: U Road Type Single carriageway Speed limit: 30 Junction Detail: Not within 20m of junction Crossing: Control None Facilities: None within 50m Road surface Dry Darkness: street lights present and lit Fine without high winds Special Conditions at Site None Carriageway Hazards: None Place accident reported: Elsewhere DfT Special Projects:

Causation Factor: Participant: Confidence: 1st: Passing too close to cyclist, horse rider or pedestrian Vehicle 1 Very Likely 2nd: 3rd: 4th: 5th: 6th:

NEARSIDE WING MIRROR OF VEH 1 (CAR) TRAVELLING NW ALONG BULL LANE, CLIPS RIGHT ELBOW OF CAS 1 (PEDESTRIAN) WALKING NW ALONG CARRIAGEWAY OF BULL LANE. Occurred on BULL LANE OUTSIDE SILVER CHIMES, WALTHAM CHASE, HAMPSHIRE

Vehicle Reference 1 Car Going ahead other Vehicle movement from SE to NW No tow / articulation Leaving the main road On main carriageway No skidding, jack-knifing or overturning Location at impact Not at, or within 20M of Jct First impact Nearside Hit vehicle: Hit object in road None Off road: None Did not leave carr Age of Driver 63 Male Not hit and run Breath test Driver not contacted Left hand drive: No

Casualty Reference: 1 Vehicle: 1 Age: 46 Female Pedestrian Severity: Slight Not a pupil Seatbelt Not Applicable Cycle helmet: Not a cyclist

In carr not crossing NW bound

In carr back to traffic

Registered to: Hampshire Police 4 TRAFFMAP INTERPRETED LISTING Run on: 08/ 04/2015 AccsMap - Accident Analysis System

120237215 21/06/2012 Time 0800 Vehicles 3 Casualties 2 Slight E: 455285 N: 113451 First Road: A 334 Road Type Single carriageway Speed limit: 40 Junction Detail: T & Stag Jct Give way or controlled Unclassified Crossing: Control None Facilities: None within 50m Road surface Wet/Damp Daylight Fine without high winds Special Conditions at Site None Carriageway Hazards: None Place accident reported: At scene DfT Special Projects:

Causation Factor: Participant: Confidence: 1st: Travelling too fast for conditions Vehicle 3 Very Likely 2nd: Exceeding speed limit Vehicle 3 Possible 3rd: 4th: 5th: 6th:

VEH 3 (VAN) TRAVELLING W ALONG A334 BOTLEY ROAD, FAILS TO STOP IN TIME AND COLLIDES WITH REAR OF VEH 2 (CAR) STATIONARY IN FRONT, SHUNTING VEH 2 INTO THE REAR OF VEH 1 (CAR) STATIONARY IN FRONT WAITING TO TURN RIGHT INTO SANDY LANE. Occurred on A334 BOTLEY ROAD AT JUNCTION WITH SANDY LANE, SHEDFIELD, HAMPSHIRE

Vehicle Reference 1 Car Waiting to turn right Vehicle movement from E to N No tow / articulation Leaving the main road On main carriageway No skidding, jack-knifing or overturning Location at impact Mid Junction - on roundabout or m First impact Back Hit vehicle: Hit object in road None Off road: None Did not leave carr Age of Driver 25 Female Not hit and run Breath test Negative Left hand drive: No

Casualty Reference: 1 Vehicle: 1 Age: 25 Female Driver/rider Severity: Slight Not a pupil Seatbelt Not Applicable Cycle helmet: Not a cyclist

Vehicle Reference 2 Car Going ahead but held up Vehicle movement from E to W No tow / articulation Leaving the main road On main carriageway No skidding, jack-knifing or overturning Location at impact Mid Junction - on roundabout or m First impact Back Hit vehicle: Hit object in road None Off road: None Did not leave carr Age of Driver 27 Male Not hit and run Breath test Negative Left hand drive: No

Casualty Reference: 2 Vehicle: 2 Age: 27 Male Driver/rider Severity: Slight Not a pupil Seatbelt Not Applicable Cycle helmet: Not a cyclist

Registered to: Hampshire Police 5 TRAFFMAP INTERPRETED LISTING Run on: 08/ 04/2015 AccsMap - Accident Analysis System

Accidents between dates 01/01/2010 and 31/12/2014 (60) months Selection: Notes: Selected using Build Query : ; Refined using Accidents within selected Polygons -HC - RPU Statistics Request ("NS WALTHAM CHASE") Vehicle Reference 3 Van or Goods 3.5 tonnes mgw and under Going ahead other Vehicle movement from E to W No tow / articulation Leaving the main road On main carriageway Skidded Location at impact Mid Junction - on roundabout or m First impact Front Hit vehicle: Hit object in road None Off road: None Did not leave carr Age of Driver 20 Male Not hit and run Breath test Negative Left hand drive: No

Registered to: Hampshire Police 6 TRAFFMAP INTERPRETED LISTING Run on: 08/ 04/2015 AccsMap - Accident Analysis System

130019848 16/01/2013 Time 0741 Vehicles 2 Casualties 1 Slight E: 456242 N: 115409 First Road: B 2177 Road Type Single carriageway Speed limit: 30 Junction Detail: T & Stag Jct Give way or controlled Unclassified Crossing: Control None Facilities: None within 50m Road surface Frost/Ice Darkness: street lights present and lit Fine without high winds Special Conditions at Site None Carriageway Hazards: None Place accident reported: At scene DfT Special Projects:

Causation Factor: Participant: Confidence: 1st: Slippery road (due to weather) Vehicle 1 Very Likely 2nd: 3rd: 4th: 5th: 6th:

VEH 1 (LORRY) TRAVELLING N ALONG B2177 WINCHESTER ROAD BRAKES FOR QUEUING TRAFFIC, SKIDS ON ICY SURFACE AND COLLIDES WITH REAR OF VEH 2 (CAR) TRAVELLING IN FRONT. Occurred on B2177 WINCHESTER ROAD AT JUNCTION WITH CURDRIDGE LANE, WALTHAM CHASE, HAMPSHIRE Vehicle Reference 1 Goods over 3.5 tonnes and under 7.5 Going ahead other Vehicle movement from S tonnesto N mgw No tow / articulation Leaving the main road On main carriageway Skidded Location at impact Jct Approach First impact Front Hit vehicle: Hit object in road None Off road: None Did not leave carr Age of Driver 45 Male Not hit and run Breath test Negative Left hand drive: No

Vehicle Reference 2 Car Going ahead but held up Vehicle movement from S to N No tow / articulation Leaving the main road On main carriageway No skidding, jack-knifing or overturning Location at impact Jct Approach First impact Back Hit vehicle: Hit object in road None Off road: None Did not leave carr Age of Driver 49 Female Not hit and run Breath test Negative Left hand drive: No

Casualty Reference: 1 Vehicle: 2 Age: 49 Female Driver/rider Severity: Slight Not a pupil Seatbelt Not Applicable Cycle helmet: Not a cyclist

Registered to: Hampshire Police 7 TRAFFMAP INTERPRETED LISTING Run on: 08/ 04/2015 AccsMap - Accident Analysis System

130204006 05/06/2013 Time 1111 Vehicles 1 Casualties 3 Serious E: 456233 N: 114765 First Road: B 2177 Road Type Single carriageway Speed limit: 30 Junction Detail: Not within 20m of junction Crossing: Control None Facilities: None within 50m Road surface Dry Daylight Fine without high winds Special Conditions at Site None Carriageway Hazards: None Place accident reported: At scene DfT Special Projects:

Causation Factor: Participant: Confidence: 1st: Loss of control Vehicle 1 Very Likely 2nd: Road layout (eg bend, hill crest) Vehicle 1 Possible 3rd: 4th: 5th: 6th:

VEH 1 (REFUGE LORRY) TRAVELLING S ALONG B2177 WINCHESTER ROAD, AFTER NEGOTIATING A TRAFFIC CALMING AREA, VEH 1 LOST CONTROL AND LEFT THE ROAD TO THE OFFSIDE COLLIDING WITH TREES. Occurred on B2177 WINCHESTER ROAD METRES SOUTH OF BROOKLYNN CLOSE, WALTHAM CHASE, HAMPSHIRE Vehicle Reference 1 Other Vehicle Going ahead other Vehicle movement from N to S No tow / articulation Leaving the main road On main carriageway Skidded and overturned Location at impact Not at, or within 20M of Jct First impact Nearside Hit vehicle: Hit object in road Kerb Off road: Tree O/S Age of Driver 27 Male Not hit and run Breath test Negative Left hand drive: No

Casualty Reference: 1 Vehicle: 1 Age: 27 Male Driver/rider Severity: Slight Not a pupil Seatbelt Not Applicable Cycle helmet: Not a cyclist

Casualty Reference: 2 Vehicle: 1 Age: 31 Male Passenger Severity: Serious Not a pupil Seatbelt Not Applicable Cycle helmet: Not a cyclist

Not car passenger

Casualty Reference: 3 Vehicle: 1 Age: 28 Male Passenger Severity: Slight Not a pupil Seatbelt Not Applicable Cycle helmet: Not a cyclist

Not car passenger

Registered to: Hampshire Police 8 TRAFFMAP INTERPRETED LISTING Run on: 08/ 04/2015 AccsMap - Accident Analysis System

130335996 04/09/2013 Time 1910 Vehicles 2 Casualties 2 Slight E: 456144 N: 115440 First Road: U Road Type Single carriageway Speed limit: 30 Junction Detail: T & Stag Jct Give way or controlled Unclassified Crossing: Control None Facilities: None within 50m Road surface Dry Darkness: street lights present and lit Fine without high winds Special Conditions at Site None Carriageway Hazards: None Place accident reported: At scene DfT Special Projects:

Causation Factor: Participant: Confidence: 1st: Dazzling sun Vehicle 1 Very Likely 2nd: Failed to look properly Vehicle 1 Possible 3rd: 4th: 5th: 6th:

VEH 1 (CAR) TRAVELLING W ALONG CURDRIDGE LANE, TURNS RIGHT INTO PROVENE GARDENS ACROSS PATH OF VEH 2 (CAR) TRAVELLING E AND COLLIDES. Occurred on CURDRIDGE LANE AT JUNCTION WITH PROVENE GARDENS, WALTHAM CHASE, HAMPSHIRE

Vehicle Reference 1 Car Turning right Vehicle movement from E to N No tow / articulation Leaving the main road On main carriageway No skidding, jack-knifing or overturning Location at impact Mid Junction - on roundabout or m First impact Front Hit vehicle: Hit object in road None Off road: None Did not leave carr Age of Driver 69 Male Not hit and run Breath test Negative Left hand drive: No

Casualty Reference: 1 Vehicle: 1 Age: 69 Male Driver/rider Severity: Slight Not a pupil Seatbelt Not Applicable Cycle helmet: Not a cyclist

Vehicle Reference 2 Car Going ahead other Vehicle movement from W to E No tow / articulation Leaving the main road On main carriageway No skidding, jack-knifing or overturning Location at impact Mid Junction - on roundabout or m First impact Front Hit vehicle: Hit object in road None Off road: None Did not leave carr Age of Driver 23 Female Not hit and run Breath test Negative Left hand drive: No

Casualty Reference: 2 Vehicle: 2 Age: 23 Female Driver/rider Severity: Slight Not a pupil Seatbelt Not Applicable Cycle helmet: Not a cyclist

Registered to: Hampshire Police 9 TRAFFMAP INTERPRETED LISTING Run on: 08/ 04/2015 AccsMap - Accident Analysis System

130409465 29/10/2013 Time 1137 Vehicles 2 Casualties 1 Slight E: 456242 N: 115151 First Road: B 2177 Road Type Single carriageway Speed limit: 30 Junction Detail: Pri Drive Give way or controlled Unclassified Crossing: Control None Facilities: None within 50m Road surface Dry Daylight Fine without high winds Special Conditions at Site None Carriageway Hazards: None Place accident reported: At scene DfT Special Projects:

Causation Factor: Participant: Confidence: 1st: Following too close Vehicle 2 Very Likely 2nd: 3rd: 4th: 5th: 6th:

VEH 1 (CAR) TRAVELLING S ALONG B2177 WINCHESTER ROAD SLOWED FOR A VEHICLE TURNING RIGHT INTO A RECREATION GROUND CAR PARK. VEH 2 (GOODS VEH) FAILED TO REACT IN TIME AND COLLIDED WITH THE REAR OF VEH 1. Occurred on B2177 WINCHESTER ROAD AT JUNCTION WITH BEAUCROFT ROAD, BISHOPS WALTHAM, HAMPSHIRE Vehicle Reference 1 Car Stopping Vehicle movement from N to S No tow / articulation Leaving the main road On main carriageway No skidding, jack-knifing or overturning Location at impact Jct Approach First impact Back Hit vehicle: Hit object in road None Off road: None Did not leave carr Age of Driver 30 Female Not hit and run Breath test Not applicable Left hand drive: No

Casualty Reference: 1 Vehicle: 1 Age: 30 Female Driver/rider Severity: Slight Not a pupil Seatbelt Not Applicable Cycle helmet: Not a cyclist

Vehicle Reference 2 Goods 7.5 tonnes mgw and over Going ahead other Vehicle movement from N to S Articulated Leaving the main road On main carriageway Skidded Location at impact Jct Approach First impact Front Hit vehicle: Hit object in road None Off road: None Did not leave carr Age of Driver 26 Male Not hit and run Breath test Negative Left hand drive: No

Registered to: Hampshire Police 10 TRAFFMAP INTERPRETED LISTING Run on: 08/ 04/2015 AccsMap - Accident Analysis System

130431858 15/11/2013 Time 1419 Vehicles 2 Casualties 1 Slight E: 456246 N: 115466 First Road: B 2177 Road Type Single carriageway Speed limit: 30 Junction Detail: Not within 20m of junction Crossing: Control None Facilities: None within 50m Road surface Dry Daylight Fine without high winds Special Conditions at Site None Carriageway Hazards: None Place accident reported: At scene DfT Special Projects:

Causation Factor: Participant: Confidence: 1st: Failed to look properly Vehicle 2 Very Likely 2nd: Emergency vehicle on call Vehicle 2 Very Likely 3rd: Failed to look properly Vehicle 1 4th: 5th: 6th:

VEH 2 (CAR) MOVES OFF TRAVELLING IN S DIRECTION ALONG B2177 WINCHESTER ROAD AND FAILS TO SEE VEH 1 (CAR) TRAVELLING S ALONG B2177 WINCHESTER ROAD AND COLLIDES Occurred on B2177 WINCHESTER ROAD OUTSIDE OF CHASE CYCLES, WALTHAM CHASE, HAMPSHIRE

Vehicle Reference 1 Car Going ahead other Vehicle movement from N to S No tow / articulation Leaving the main road On main carriageway No skidding, jack-knifing or overturning Location at impact Not at, or within 20M of Jct First impact Nearside Hit vehicle: Hit object in road None Off road: None Did not leave carr Age of Driver 26 Female Not hit and run Breath test Not applicable Left hand drive: No

Casualty Reference: 1 Vehicle: 1 Age: 26 Female Driver/rider Severity: Slight Not a pupil Seatbelt Not Applicable Cycle helmet: Not a cyclist

Vehicle Reference 2 Car Starting Vehicle movement from N to S No tow / articulation Leaving the main road On main carriageway No skidding, jack-knifing or overturning Location at impact Not at, or within 20M of Jct First impact Offside Hit vehicle: Hit object in road None Off road: None Did not leave carr Age of Driver 64 Female Not hit and run Breath test Negative Left hand drive: No

Registered to: Hampshire Police 11 TRAFFMAP INTERPRETED LISTING Run on: 08/ 04/2015 AccsMap - Accident Analysis System

140071206 28/02/2014 Time 0720 Vehicles 4 Casualties 2 Slight E: 455289 N: 113447 First Road: A 334 Road Type Single carriageway Speed limit: 50 Junction Detail: T & Stag Jct Give way or controlled Unclassified Crossing: Control None Facilities: None within 50m Road surface Wet/Damp Daylight Fine without high winds Special Conditions at Site None Carriageway Hazards: None Place accident reported: At scene DfT Special Projects:

Causation Factor: Participant: Confidence: 1st: Careless/Reckless/In a hurry Vehicle 3 Very Likely 2nd: Slippery road (due to weather) Vehicle 3 Very Likely 3rd: Slippery road (due to weather) Vehicle 3 4th: 5th: 6th:

VEH 1 (CAR) TRAV W ALONG A334 WINCHESTER ROAD STOPPED TO TURN RIGHT INTO SANDY LANE. VEH 2 (CAR) STOPPED BEHIND. VEH 3 (CAR) FAILED TO STOP IN TIME AND COLLIDED WITH REAR OF VEH 2, PUSHING IT INTO VEH 1. VEH 4 (CAR) THEN COLLIDED WITH REAR OF VEH 3. Occurred on A334 WINCHESTER ROAD AT JUNCTION WITH SANDY LANE, SHEDFIELD, HAMPSHIRE

Vehicle Reference 1 Car Waiting to turn right Vehicle movement from E to N No tow / articulation Leaving the main road On main carriageway No skidding, jack-knifing or overturning Location at impact Jct Approach First impact Back Hit vehicle: Hit object in road None Off road: None Did not leave carr Age of Driver 30 Male Not hit and run Breath test Negative Left hand drive: No

Casualty Reference: 1 Vehicle: 1 Age: 30 Male Driver/rider Severity: Slight Not a pupil Seatbelt Not Applicable Cycle helmet: Not a cyclist

Vehicle Reference 2 Car Going ahead but held up Vehicle movement from E to W No tow / articulation Leaving the main road On main carriageway No skidding, jack-knifing or overturning Location at impact Jct Approach First impact Back Hit vehicle: Hit object in road None Off road: None Did not leave carr Age of Driver 44 Male Not hit and run Breath test Driver not contacted Left hand drive: No

Casualty Reference: 2 Vehicle: 2 Age: 44 Male Driver/rider Severity: Slight Not a pupil Seatbelt Not Applicable Cycle helmet: Not a cyclist

Registered to: Hampshire Police 12 TRAFFMAP INTERPRETED LISTING Run on: 08/ 04/2015 AccsMap - Accident Analysis System

Accidents between dates 01/01/2010 and 31/12/2014 (60) months Selection: Notes: Selected using Build Query : ; Refined using Accidents within selected Polygons -HC - RPU Statistics Request ("NS WALTHAM CHASE") Vehicle Reference 3 Car Going ahead other Vehicle movement from E to W No tow / articulation Leaving the main road On main carriageway No skidding, jack-knifing or overturning Location at impact Jct Approach First impact Front Hit vehicle: Hit object in road None Off road: None Did not leave carr Age of Driver 29 Male Not hit and run Breath test Driver not contacted Left hand drive: No

Vehicle Reference 4 Car Going ahead other Vehicle movement from E to W No tow / articulation Leaving the main road On main carriageway No skidding, jack-knifing or overturning Location at impact Jct Approach First impact Front Hit vehicle: Hit object in road None Off road: None Did not leave carr Age of Driver 56 Male Not hit and run Breath test Driver not contacted Left hand drive: No

Registered to: Hampshire Police 13 TRAFFMAP INTERPRETED LISTING Run on: 08/ 04/2015 AccsMap - Accident Analysis System

100278927 05/07/2010 Time 0745 Vehicles 3 Casualties 2 Serious E: 456246 N: 115513 First Road: B 2177 Road Type Single carriageway Speed limit: 30 Junction Detail: Pri Drive Give way or controlled Unclassified Crossing: Control None Facilities: None within 50m Road surface Dry Daylight:street lights present Fine without high winds Special Conditions at Site None Carriageway Hazards: None Place accident reported: At scene DfT Special Projects:

Causation Factor: Participant: Confidence: 1st: Failed to look properly Vehicle 1 Possible 2nd: Failed to judge other persons path or speed Vehicle 1 Possible 3rd: Stationary or parked vehicle Vehicle 1 Very Likely 4th: Stationary or parked vehicle Vehicle 3 Very Likely 5th: 6th:

VEH 1 (CAR) TRAVELLING E OUT OF DRIVEWAY TURNING RIGHT ONTO B2177 WINCHESTER ROAD COLLIDED WITH VEH 3 (M/CYCLE) TRAVELLING N ALONG B2177 WINCHESTER ROAD OVERTAKING VEH 2 (COACH) WHICH WAS STOPPED AGAINST WESTSIDE KERB. Occurred on B2177 WINCHESTER ROAD AT JUNCTION WITH DRIVEWAY OF CROFTON, WALTHAM CHASE, HAMPSHIRE Vehicle Reference 1 Car Turning right Vehicle movement from W to S No tow / articulation Leaving the main road On main carriageway No skidding, jack-knifing or overturning Location at impact Mid Junction - on roundabout or m First impact Front Hit vehicle: 3 Hit object in road None Off road: None Did not leave carr Age of Driver 29 Female Not hit and run Breath test Negative Left hand drive:

Casualty Reference: 1 Vehicle: 1 Age: 29 Female Driver/rider Severity: Slight Not a pupil Seatbelt Not Applicable Cycle helmet:

Vehicle Reference 2 Bus or coach Going ahead but held up Vehicle movement from S to N No tow / articulation Leaving the main road On main carriageway No skidding, jack-knifing or overturning Location at impact Jct Approach First impact Did not impact Hit vehicle: Hit object in road None Off road: None Did not leave carr Age of Driver 40 Male Not hit and run Breath test Negative Left hand drive:

Registered to: Hampshire Police 14 TRAFFMAP INTERPRETED LISTING Run on: 08/ 04/2015 AccsMap - Accident Analysis System

Accidents between dates 01/01/2010 and 31/12/2014 (60) months Selection: Notes: Selected using Build Query : ; Refined using Accidents within selected Polygons -HC - RPU Statistics Request ("NS WALTHAM CHASE") Vehicle Reference 3 Motorcycle over 500cc Overtaking stat vehicle O/S Vehicle movement from S to N No tow / articulation Leaving the main road On main carriageway No skidding, jack-knifing or overturning Location at impact Mid Junction - on roundabout or m First impact Front Hit vehicle: 1 Hit object in road None Off road: None Did not leave carr Age of Driver 51 Male Not hit and run Breath test Not applicable Left hand drive:

Casualty Reference: 2 Vehicle: 3 Age: 51 Male Driver/rider Severity: Serious Not a pupil Seatbelt Not Applicable Cycle helmet:

Accidents involving: Casualties:

Fatal Serious Slight Total Fatal Serious Slight Total Motor vehicles Vehicle driver only (excluding 0 3 8 11 0 0 11 11 2-wheels) Passenger 0 1 1 2 2-wheeled motor 0 1 0 1 vehicles Motorcycle rider 0 1 0 1

Cyclist Pedal cycles 0 0 0 0 0 0 0 0 Pedestrian 0 2 2 4 Horses & other 0 0 0 0 Other 0 0 0 0

Total Total 0 4 8 12 0 4 14 18

Registered to: Hampshire Police 15 APPENDIX 5

Notes

Walking Isochrones 0 - 5 mins 5 - 10 mins 10 - 15 mins 15 - 20 mins 20 - 25 mins

2000m

1600m

1200m

800m

400m

Clover House Western Lane Odiham Hampshire, RG29 1TU

Tel: 01256 703355 Fax: 01256 704934 Email: [email protected]

CLIENT Linden Homes

PROJECT Waltham Chase TITLE

Pedestrian Isochrone

DRAWN BY DESIGN BY CHK BY ARM - ITR

DATE DRAWING No. REV No. 19/06/15 SCALE Bellamy Roberts LLP (trading as Bellamy Roberts) is a Limited Liability Partnership registered in England. Reg.No.OC303725, Quality Assured Firm ISO9001 Certificate Number 3631/02, Ordnance Survey Licence Number 100017631 1:25,000 @ A3 Notes

Cycleway

Cycling Isochrones 2km 5km 5000m

2000m

Clover House Western Lane Odiham Hampshire, RG29 1TU

Tel: 01256 703355 Fax: 01256 704934 Email: [email protected]

CLIENT Linden Homes

PROJECT Waltham Chase TITLE

Cycle Isochrone

DRAWN BY DESIGN BY CHK BY ARM - ITR

BRIJAN TOURS FROM MONDAY 5TH JANUARY 2015 SERVICE 8 BISHOPS WALTHAM-EASTLEIGH MONDAY TO SATURDAY N/S N/S N/S N/S N/S SERVICE 7/8 7/8 7/8 7/8 7/8 7/8 7/8 7/8 7/8 7/8 7/8 BISHOPS WALTHAM 0702 0802 0902 1002 1102 1202 1302 1402 1502 1602 1702 SWANMORE P.O. 0708 0808 0908 1008 1108 1208 1308 1408 1508 1608 1708 SWANMORE COLLEGE 0710 0810 0910 1010 1110 1210 1310 1410 1510 1610 1710 WALTHAM CHASE 0712 0812 0912 1012 1112 1212 1312 1412 1512 1612 1712 8 8 8 8 8 8 8 8 8 8 8 CURDRIDGE CHURCH 0720 0820 0920 1020 1120 1220 1320 1420 1520 1620 1720 BOTLEY STATION 0722 0822 0922 1022 1122 1222 1322 1422 1522 1622 1722 BOTLEY SCHOOL 0725 0825 0925 1025 1125 1225 1325 1425 1525 1625 1725 HEDGE END BARLEYCORN 0729 0829 0929 1029 1129 1229 1329 1429 1529 1629 1729 BBBBBABABBARLEYBARLEHEDGE END SUPERSTORES YCORN 0735 0835 0935 1035 1135 1235 1335 1435 1535 1635 1735 HEDGE END STATION 0742 0842 0942 1042 1142 1242 1342 1442 1542 1642 1742 DENHAMS CORNER 0746 0846 0946 1046 1146 1246 1346 1446 1546 1646 1746 FAIR OAK SQUARE 0751 0851 0951 1051 1151 1251 1351 1451 1551 1651 1751 COLDEN COMMON /NEW ROAD 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 ALLBROOK HILL 0806 0906 1006 1106 1206 1306 1406 1506 1606 1706 1806 EASTLEIGH BUS STATION 0811 0911 1011 1111 1211 1311 1411 1511 1611 1711 1811 SERVICE 8 EASTLEIGH-BISHOPS WALTHAM MONDAY TO SATURDAY S/O S/O N/S N/S N/S N/S N/S SERVICE 8A 8 8 8 8 8 8 8 8 8 8 8 8 EASTLEIGH BUS STATION - - 0816 0916 1016 1116 1216 1316 1416 1516 1616 1716 1816 ALLBROOK HILL - - 0821 0921 1021 1121 1221 1321 1421 1521 1621 1721 1821 COLDEN COMMON, NEW ROAD - - 0826 0926 1026 1126 1226 1326 1426 1526 1626 1726 1826 FAIR OAK SQUARE 0723 - 0836 0936 1036 1136 1236 1336 1436 1536 1636 1736 1836 HORTONHEATH, DENHAMS CNR 0728 - 0841 0941 1041 1141 1241 1341 1441 1541 1641 1741 1841 HEDGE END STATION 0732 - 0845 0945 1045 1145 1245 1345 1445 1545 1645 1745 1845 HEDGE END SUPERSTORES 0739 - 0853 0953 1053 1153 1253 1353 1453 1553 1653 1753 1853 HEDGE END BARLEYCORN 0745 - 0859 0959 1059 1159 1259 1359 1459 1559 1659 1759 1859 BARLEYCORNBARLEYCORNBOTLEY SCHOOL 0749 - 0904 1004 1104 1204 1304 1404 1504 1604 1704 1804 1904 BOTLEY STATION 0752 - 0907 1007 1107 1207 1307 1407 1507 1607 1707 1807 1907 CURDRIDGE CHURCH 0754 - 0909 1009 1109 1209 1309 1409 1509 1609 1709 1809 1909 8/7 8/7 8/7 8/7 8/7 8/7 8/7 8/7 8/7 8/7 8/7 8/7 WALTHAM CHASE CROSSROADS 0806 0916 1016 1116 1216 1316 1416 1516 1616 1716 1816 1916 SWANMORECOLLEGE 0808 0820 0918 1018 1118 1218 1318 1418 1518 1618 1718 1818 1918 SWANMORE CHURCH - 0822 0920 1020 1120 1220 1320 1420 1520 1620 1720 1820 1920 BISHOPS WALTHAM SQUARE 0800 0828 0926 1026 1126 1226 1326 1426 1526 1626 1726 1826 1926 DOES NOT RUN ON SUNDAYS OR BANK HOLIDAYS S/O = SCHOOL DAYS ONLY N/S=NOT SATURDAYS

69 Winchester - Fareham

Stagecoach in Hampshire Winchester Timetable valid from 26/10/2014 until further notice. Direction of stops: where shown (eg: W-bound) this is the compass direction towards which the bus is pointing when it stops Mondays to Fridays Winchester, Bus Station (Stop H) 0700 0815 0915 1015 1115 1215 1315 1415 1515 1615 1655 1725 1755 1855 St Cross, The Bell Inn (S-bound) 0706 0823 0923 1023 1123 1223 1323 1423 1523 1623 1703 1733 1803 1902 Twyford, Crossroads (S-bound) 0711 0831 0931 1031 1131 1231 1331 1431 1531 1631 1711 1741 1811 1907 Colden Common, Main Road (SW-bound) 0715 0835 0935 1035 1135 1235 1335 1435 1535 1635 1715 1745 1815 1911 Fair Oak, Square (E-bound) 0726 0846 0946 1046 1146 1246 1346 1446 1546 1646 1726 1756 1826 1921 Bishop's Waltham, The Square (N-bound) 0635 0740 0900 1000 1100 1200 1300 1400 1500 1600 1700 1738 1808 1838 1933 Swanmore, Technology College (Opposite SW) 0643 0753 0910 1010 1110 1210 1310 1410 1510 1610 1710 1748 1818 1848 Waltham Chase, Curdridge Lane (S-bound) 0646 0756 0913 1013 1113 1213 1313 1413 1513 1613 1713 1751 1821 1851 Wickham, Wickham Square (NE-bound) 0654 0804 0921 1021 1121 1221 1321 1421 1521 1621 1721 1828 Fareham, Quay Street (Stop X) 0704 0814 0931 1031 1131 1231 1331 1431 1531 1631 1731 1836 Fareham, Fareham Station (Stop S) 0708 0818 0935 1035 1135 1235 1335 1435 1535 1635 1735 1840 Saturdays Winchester, Bus Station (Stop H) 0815 0915 1015 1115 1215 1315 1415 1515 1615 1655 1725 1825 St Cross, The Bell Inn (S-bound) 0823 0923 1023 1123 1223 1323 1423 1523 1623 1703 1733 1832 Twyford, Crossroads (S-bound) 0831 0931 1031 1131 1231 1331 1431 1531 1631 1711 1741 1837 Colden Common, Main Road (SW-bound) 0835 0935 1035 1135 1235 1335 1435 1535 1635 1715 1745 1841 Fair Oak, Square (E-bound) 0846 0946 1046 1146 1246 1346 1446 1546 1646 1726 1756 1851 Bishop's Waltham, The Square (N-bound) 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1738 1808 1903 Swanmore, Technology College (Opposite SW) 0810 0910 1010 1110 1210 1310 1410 1510 1610 1710 1748 1818 Waltham Chase, Curdridge Lane (S-bound) 0813 0913 1013 1113 1213 1313 1413 1513 1613 1713 1751 1821 Wickham, Wickham Square (NE-bound) 0821 0921 1021 1121 1221 1321 1421 1521 1621 1721 1828 Fareham, Quay Street (Stop X) 0831 0931 1031 1131 1231 1331 1431 1531 1631 1731 1836 Fareham, Fareham Station (Stop S) 0835 0935 1035 1135 1235 1335 1435 1535 1635 1735 1840 Sundays Bank Holidays no service no service

69 Fareham - Winchester

Stagecoach in Hampshire Winchester Timetable valid from 26/10/2014 until further notice. Direction of stops: where shown (eg: W-bound) this is the compass direction towards which the bus is pointing when it stops Mondays to Fridays Service Restrictions SH Sch SH Sch Fareham, Fareham Station (Stop S) 0710 0710 0820 0937 1037 1137 1237 1337 1437 1537 1637 1737 1842 Fareham, Bus Station (Stop C) arr 0713 0713 0823 0940 1040 1140 1240 1340 1440 1540 1640 1740 1844 Fareham, Bus Station (Stop C) dep 0715 0715 0845 0945 1045 1145 1245 1345 1445 1545 1645 1745 1845 Wickham, Wickham Square (NE-bound) 0650 0650 0725 0725 0857 0957 1057 1157 1257 1357 1457 1557 1657 1757 1855 Waltham Chase, adj Forest Gardens 0658 0658 0733 0733 0906 1006 1106 1206 1306 1406 1506 1606 1706 1806 1903 Swanmore, Technology College (Outside NE) 0701 0701 0736 0736 0910 1010 1110 1210 1310 1410 1510 1610 1710 1810 1906 Bishop's Waltham, The Square (N-bound) 0643 0711 0711 0746 0746 0919 1019 1119 1219 1319 1419 1519 1619 1719 1819 1915 Fair Oak, Square (W-bound) 0653 0723 0723 0758 0758 0931 1031 1131 1231 1331 1431 1531 1631 1731 1831 1926 Colden Common, Main Road (NE-bound) 0703 0735 0735 0810 0810 0942 1042 1142 1242 1342 1442 1542 1642 1742 1842 1935 Twyford, Crossroads (opp PO) 0708 0739 0742 0814 0817 0946 1046 1146 1246 1346 1446 1546 1646 1746 1846 1938 St Cross, The Bell Inn (N-bound) 0718 0746 0755 0821 0830 0953 1053 1153 1253 1353 1453 1553 1653 1753 1853 1943 Winchester, Bus Station (Stop H) 0728 0758 0810 0833 0845 1005 1105 1205 1305 1405 1505 1605 1705 1805 1905 1950 Saturdays Fareham, Fareham Station (Stop S) 0837 0937 1037 1137 1237 1337 1437 1537 1637 1737 1842 Fareham, Bus Station (Stop C) arr 0840 0940 1040 1140 1240 1340 1440 1540 1640 1740 1844 Fareham, Bus Station (Stop C) dep 0845 0945 1045 1145 1245 1345 1445 1545 1645 1745 1845 Wickham, Wickham Square (NE-bound) 0857 0957 1057 1157 1257 1357 1457 1557 1657 1757 1855 Waltham Chase, adj Forest Gardens 0726 0806 0906 1006 1106 1206 1306 1406 1506 1606 1706 1806 1903 Swanmore, Technology College (Outside NE) 0730 0810 0910 1010 1110 1210 1310 1410 1510 1610 1710 1810 1906 Bishop's Waltham, The Square (N-bound) 0739 0819 0919 1019 1119 1219 1319 1419 1519 1619 1719 1819 1915 Fair Oak, Square (W-bound) 0751 0831 0931 1031 1131 1231 1331 1431 1531 1631 1731 1831 Colden Common, Main Road (NE-bound) 0802 0842 0942 1042 1142 1242 1342 1442 1542 1642 1742 1842 Twyford, Crossroads (opp PO) 0806 0846 0946 1046 1146 1246 1346 1446 1546 1646 1746 1846 St Cross, The Bell Inn (N-bound) 0813 0853 0953 1053 1153 1253 1353 1453 1553 1653 1753 1853 Winchester, Bus Station (Stop H) 0825 0905 1005 1105 1205 1305 1405 1505 1605 1705 1805 1905 Sundays Bank Holidays no service no service Service Restrictions:SH - Hampshire School Holidays Sch - Hampshire School Days

Data Provided by South West Public Transport Information (SWPTI) - 44 - 28/10/14 69 Winchester - Fareham

Stagecoach in Hampshire Winchester

For times of the next departures from a particular stop you can use traveline-txt - by sending the SMS code to 84268. Add the service number after the code if you just want a specific service - eg: buctdgtd 60. The return message from traveline-txt will show the next three departures, and it currently costs 25p plus any message sending charge. However it is free for all stops in Lincolnshire & in the SW region. Departure times will be real-time predictions where available, or scheduled departure times if not.

You can also get the same information by using the SMS code at www.nextbuses.mobi (only normal browsing charges apply) or through several iPhone or Android apps that offer access to NextBuses.

NOTE: SMS codes are different in each direction. Make sure you choose the right direction from these lists. SMS Code Stop Name Street ATCO Code hamdgwmp Winchester, Bus Station (Stop H) Bus Station 1900HA110060 hamdgwdm Winchester, Marks & Spencer (NE-bound) Middle Brook Street 1900HA110066 hamdgtja Winchester, Jewry Street (stop N) 1900HA110112 hamdgpwj Winchester, St. Thomas Church (SW-bound) Southgate Street 1900HA110051 hamdgpmp Winchester, Romans Road (S-bound) St Cross Road 1900HA110048 hamdgpgw St Cross, Ranelagh Road (S-bound) St Cross Road 1900HA110047 hamdgpad St Cross, Kingsgate Road (S-bound) St Cross Road 1900HA110045 hamdgmpw St Cross, The Bell Inn (S-bound) St Cross Road 1900HA110042 hamdgmgt St Cross, Grange Road (S-bound) St Cross Road 1900HA110040 hamjmgtd Compton End, Hockley Link (NE-bound) A3090 Hockley Link 1900HAA10072 hamdgtgd Compton End, o/s Hockley Golf Club B3335 1900HA110471 hamdgtpt Shawford, Hockley Cottages (SE-bound) B3335 1900HA110469 hamdgwga Twyford, Northfields (Adjacent S) High Street 1900HA110467 hamdgtmp Twyford, Crossroads (S-bound) High Street 1900HA110464 hamjmwpm Twyford, opp Manor Farm Green Winchester Road 1900HAA91020 hamdgtga Twyford, Toll Gate Garage (S-bound) B3335 1900HA110463 hamdgtap South Down, Woodlands Drove (S-bound) B3354 Main Road 1900HA110461 hamdgtaw Brambridge, Rimjhim (Adjacent SE) B3354 Main Road 1900HA110459 hamdgtmd Brambridge, Post Office (SE-bound) B3354 Main Road 1900HA110457 hamdgtwg Brambridge, Spring Lane (SE-bound) B3354 Main Road 1900HA110524 hamdgtmw Colden Common, Main Road (SW-bound) Spring Lane 1900HA110526 hamdgpgm Brambridge, Surgery (W-bound) Spring Lane 1900HA110451 hamjpawt Colden Common, Community Centre (S-bound) Upper Moors Lane 1900HAA91059 hamdgpap Brambridge, Upper Moors Road (S-bound) Tees Farm Road 1900HA110449 hamdgpaj Brambridge, Grays Close (SW-bound) Upper Moors Road 1900HA110447 hamdgtdj Brambridge, Brickmakers Road (E-bound) Church Lane 1900HA110518 hamdgwdw Colden Common, St Vigor Way (E-bound) Church Lane 1900HA110519 hamdjajt Nob's Crook, Woodside Centre (SE-bound) B 3354 Main Road 1900HA110529 hamdjdgd Fisher's Pond, Fishers Pond (S-bound) B3354 Main Road 1900HA110531 hamdjdma Fisher's Pond, Hill View Caravan Park (S-bound) Main Road 1900HA030282 hamdjdwd Crowdhill, Hill Close (S-bound) B3354 Winchester Road 1900HA030279 hamdjgaw Crowdhill, opp Fox and Hounds Winchester Road 1900HA030277 hamdjgmj Pylehill, Pyle Hill (S-bound) Winchester Road 1900HA030275 hamdjgjd Pylehill, Winchester Road (SW-bound) Sandy Lane 1900HA030274 hamdjdtg Pylehill, Victena Road (S-bound) Sandy Lane 1900HA030271 hamdjdmw Fair Oak, New Road (SW-bound) Sandy Lane 1900HA030270 hamdjdtm Fair Oak, Recreation Ground (E-bound) Shorts Road 1900HA030562 hamdjgpj Fair Oak, Shorts Road (NE-bound) Fairoak Road 1900HA030291 hamdjmpa Fair Oak, Square (E-bound) Fairoak Road 1900HA030290 hamdjptj Fair Oak, Hall Lands Lane (E-bound) Mortimers Lane 1900HA030285 hamdjtmp Fair Oak, Bradshaw Close (E-bound) Mortimers Lane 1900HA030287 hamdmamj Lower Upham, adj Stroudwood Road 1900HA110851 hamdmjmt Lower Upham, o/s Post Office & Stores B2177 Winchester Road 1900HA110504 hamdmpda Lower Upham, Wold Cottages (SE-bound) B2177 Winchester Road 1900HA110506 hamdmtdp Wintershill, Meadowview (SE-bound) B2177 Winchester Road 1900HA110508 hamdmtpg Bishop's Waltham, Ashton Lane (Adjacent SE) B2177 Winchester Road 1900HA110510 hamdmwjm Bishop's Waltham, Churchill Avenue (SE-bound) B2177 Winchester Road 1900HA110512 hamdmwpm Bishop's Waltham, Claylands Road (SE-bound) B2177 Winchester Road 1900HA110514 hamdpajg Bishop's Waltham, Pondside Lane (SE-bound) B2177 Winchester Road 1900HA110516 hamdpdgj Bishop's Waltham, The Square (N-bound) St Georges's Square 1900HA110611 hamdpatm Bishop's Waltham, Langton Road (NE-bound) B3035 Lower Lane 1900HA110613 hamdpdmj Bishop's Waltham, opp Lower Lane 1900HA110614 hamdpgdg Bishop's Waltham, Council Offices (SW-bound) Free Street 1900HA110616 hamdpgma Bishop's Waltham, Green Lane (E-bound) Hoe Road 1900HA110619 hamdpgwm Bishop's Waltham, Cricklemede (E-bound) Hoe Road 1900HA110620 hamdpjtm Bishop's Waltham, Gunners Park (E-bound) Hoe Road 1900HA110623 hamdpmta Bishop's Waltham, Rareridge (E-bound) Hoe Road 1900HA110624 hamdptwm Hoe, Paradise Lane (SE-bound) 1900HA110626 hamdpwjg Bishop's Waltham, Moorlands Road (SE-bound) Swanmore Road 1900HA110661 hamdtadm Bishop's Waltham, Hampton Hill (SE-bound) Swanmore Road 1900HA110660 hamdtdam Swanmore, o/s Post Office New Road 1900HA110656 hamdtamj Swanmore, Recreation Ground (SW-bound) New Road 1900HA110663 hamdpwpg Swanmore, Technology College (Opposite SW) New Road 1900HA110665 hamdptmp Waltham Chase, Brickyard Road (SW-bound) New Road 1900HA110667 hamdpmtw Waltham Chase, New Road (W-bound) Forest Road 1900HA110670 hamdpmjd Waltham Chase, opp Forest Gardens Forest Road 1900HA110672 hamdpjwg Waltham Chase, Curdridge Lane (S-bound) B2177 Winchester Road 1900HA110603 hamdpjtw Waltham Chase, Chase Farm Close (S-bound) B2177 Winchester Road 1900HA110602 hamdpjwa Waltham Chase, opp The Black Dog B2177 Winchester Road 1900HA110600 hamdpmdt Shedfield, Sandy Hill (S-bound) B2177 Winchester Road 1900HA110598 hamdpmdp Shedfield, Church Road (S-bound) B2177 Winchester Road 1900HA110595 hamdpmdj Shedfield, Ashley Manor (S-bound) B2177 Winchester Road 1900HA110594 hamdptgm Meon Park, Redhill Crossroads (S-bound) A334 Winchester Road 1900HA110589 hamdptpa Meon Park, Park Place (SE-bound) A334 Winchester Road 1900HA110591 hamdpwmg Wickham, Wickham Square (NE-bound) 1900HA110778 hamdpwtj Wickham, Wickham Bridge (SE-bound) Fareham Road 1900HAA13485 hamdtajp Wickham, Shell Garage (SE-bound) 1900HA110779 hamdtdjw Crockerhill, Water Tower (S-bound) Hoads Hill 1900HA110782 hamdtdgj Crockerhill, Forrest Lane (S-bound) Wickham Road 1900HA040269 Continued on next page. 69 Winchester - Fareham

Stagecoach in Hampshire Winchester Continued from previous page. For times of the next departures from a particular stop you can use traveline-txt - by sending the SMS code to 84268. Add the service number after the code if you just want a specific service - eg: buctdgtd 60. The return message from traveline-txt will show the next three departures, and it currently costs 25p plus any message sending charge. However it is free for all stops in Lincolnshire & in the SW region. Departure times will be real-time predictions where available, or scheduled departure times if not.

You can also get the same information by using the SMS code at www.nextbuses.mobi (only normal browsing charges apply) or through several iPhone or Android apps that offer access to NextBuses.

NOTE: SMS codes are different in each direction. Make sure you choose the right direction from these lists. SMS Code Stop Name Street ATCO Code hamdtawd Fareham, North Hill (S-bound) Wickham Road 1900HA040267 hamdtdpg Fareham, Wickham Rd Cemetery (Outside SE) Wickham Road 1900HA040265 hamdtgjt Fareham, The Nightingales (S-bound) Wickham Road 1900HA040263 hamdtgwm Fareham, Wickham Road Rbt (SE-bound) A32 Wickham Road 1900HA040257 hamdtjwa Fareham, High Street (Stop Z) High Street 1900HA040254 hamdtjga Fareham, Quay Street (Stop X) West Street 1900HA040252 hamdpwmd Fareham, Fareham Station (Stop S) West Street 1900HA040272 69 Fareham - Winchester

Stagecoach in Hampshire Winchester

You can also get the same information by using the SMS code at www.nextbuses.mobi (only normal browsing charges apply) or through several iPhone or Android apps that offer access to NextBuses.

NOTE: SMS codes are different in each direction. Make sure you choose the right direction from these lists. SMS Code Stop Name Street ATCO Code hamdpwmd Fareham, Fareham Station (Stop S) West Street 1900HA040272 hamdtamw Fareham, Trinity Street (Stop U) West Street 1900HA040270 hamdtdwm Fareham, Bus Station (Stop C) Access Road 1900HA040242 hamdtjtw Fareham, High Street (Stop Y) High Street 1900HA040255 hamdtjdj Fareham, Wickham Road Rbt (N-bound) Wickham Road 1900HA040256 hamdtgmd Fareham, The Nightingales (N-bound) Wickham Road 1900HA040262 hamdtdta Fareham, Wickham Rd Cemetery (Opposite NW) Wickham Road 1900HA040264 hamdtatp Fareham, North Hill (N-bound) Wickham Road 1900HA040266 hamdtdga Crockerhill, Forrest Lane (N-bound) Wickham Road 1900HA040268 hamdtdjt Crockerhill, Water Tower (N-bound) Hoads Hill 1900HA110781 hamdtaja Wickham, Shell Garage (NW-bound) Fareham Road 1900HA110780 hamdpwtd Wickham, Wickham Bridge (NW-bound) Winchester Road 1900HAA13484 hamdpwmg Wickham, Wickham Square (NE-bound) 1900HA110778 hamdptmd Meon Park, Park Place (NW-bound) A334 Winchester Road 1900HA110592 hamdptgd Meon Park, Redhill Crossroads (N-bound) A334 Winchester Road 1900HA110590 hamdpmaw Shedfield, Ashley Manor (N-bound) B2177 Winchester Road 1900HA110593 hamdpmat Shedfield, Church Road (N-bound) B2177 Winchester Road 1900HA110596 hamdpmdm Shedfield, Sandy Hill (NE-bound) B2177 Winchester Road 1900HA110597 hamdpjtj Waltham Chase, adj The Black Dog B2177 Winchester Road 1900HA110599 hamdpjtg Waltham Chase, Chase Farm Close (N-bound) B2177 Winchester Road 1900HA110601 hamdpmjm Waltham Chase, adj Forest Gardens Forest Road 1900HA110671 hamdptda Waltham Chase, Forest Road (NE-bound) New Road 1900HA110669 hamdptmj Waltham Chase, Brickyard Road (NE-bound) New Road 1900HA110668 hamdpwjt Swanmore, Technology College (Outside NE) New Road 1900HA110666 hamdtagw Swanmore, Recreation Ground (NE-bound) New Road 1900HA110664 hamdtawm Swanmore, o/s St Barnabas Church Church Road 1900HA110658 hamdtaga Swanmore, Hampton Hill (NW-bound) Swanmore Road 1900HA110659 hamdpwjd Bishop's Waltham, Moorlands Road (NW-bound) Swanmore Road 1900HA110662 hamdptpt Hoe, Paradise Lane (NW-bound) Swanmore Road 1900HA110627 hamdpmpw Bishop's Waltham, Rareridge (W-bound) Hoe Road 1900HA110625 hamdpjmd Bishop's Waltham, Gunners Park (W-bound) Hoe Road 1900HA110622 hamdpgwa Bishop's Waltham, Cricklemede (W-bound) Hoe Road 1900HA110621 hamdpgaj Bishop's Waltham, Free Street Library (N-bound) Free Street 1900HA110618 hamdpgam Bishop's Waltham, Council Offices (NE-bound) Free Street 1900HA110617 hamdpdmp Bishop's Waltham, adj Lower Lane B3035 Lower Lane 1900HA110615 hamdpatp Bishop's Waltham, Langton Road (SW-bound) B3035 Lower Lane 1900HA110612 hamdpdgj Bishop's Waltham, The Square (N-bound) St Georges's Square 1900HA110611 hamdpadw Bishop's Waltham, Priory Court (NW-bound) B2177 Winchester Road 1900HA110515 hamdmwpd Bishop's Waltham, The Avenue (NW-bound) B2177 Winchester Road 1900HA110513 hamdmwga Bishop's Waltham, Churchill Avenue (NW-bound) B2177 Winchester Road 1900HA110511 hamdmtmj Bishop's Waltham, Ashton Lane (Opposite NW) B2177 Winchester Road 1900HA110509 hamdmtdm Wintershill, Meadowview (NW-bound) B2177 Winchester Road 1900HA110507 hamdmjwt Lower Upham, Wold Cottages (NW-bound) B2177 Winchester Road 1900HA110505 hamdmjmd Lower Upham, opp Post Office & Stores B2177 Winchester Road 1900HA110503 hamdmamw Lower Upham, opp Stroudwood Road 1900HA110852 hamdjtmw Fair Oak, Bradshaw Close (W-bound) Mortimers Lane 1900HA030288 hamdjptp Fair Oak, Hall Lands Lane (W-bound) Mortimers Lane 1900HA030286 hamjapta Fair Oak, Winchester Road (S-bound) Winchester Road 1900HAA40463 hamdjmpd Fair Oak, Square (W-bound) Fairoak Road 1900HA030289 hamdjdtj Fair Oak, Recreation Ground (W-bound) Shorts Road 1900HA030563 hamdjdmd Fair Oak, New Road (N-bound) Sandy Lane 1900HA030269 hamdjdtd Pylehill, Victena Road (N-bound) Sandy Lane 1900HA030272 hamdjgdp Pylehill, Winchester Road (NE-bound) Sandy Lane 1900HA030273 hamdjgmd Pylehill, Pyle Hill (N-bound) Winchester Road 1900HA030276 hamdjgat Crowdhill, adj Fox and Hounds Winchester Road 1900HA030278 hamdjdtp Crowdhill, Hill Close (N-bound) B3354 Winchester Road 1900HA030280 hamdjdjm Fisher's Pond, Hill View Caravan Park (N-bound) Main Road 1900HA030281 hamdjdam Fisher's Pond, opp Fishers Pond B3354 Main Road 1900HA110530 hamdjajd Nob's Crook, Woodside Centre (NW-bound) B3354 Main Road 1900HA110528 hamdgwgp Colden Common, St Vigor Way (W-bound) Church Lane 1900HA110520 hamdgtdm Brambridge, Brickmakers Road (W-bound) Church Lane 1900HA110517 hamdgpdg Brambridge, Piping Road (NE-bound) Upper Moors Road 1900HA110448 hamdgmwt Brambridge, Upper Moors Road (N-bound) Tees Farm Road 1900HA110450 hamjpdad Colden Common, opp Community Centre Upper Moors Lane 1900HAA91060 hamdgpjp Brambridge, Surgery (E-bound) Spring Lane 1900HA110527 hamdgtpj Colden Common, Main Road (NE-bound) Spring Lane 1900HA110525 hamdgtwa Brambridge, Spring Lane (NW-bound) B3354 Main Road 1900HA110523 hamdgtam Brambridge, Rimjhim (Opposite NW) B3354 Main Road 1900HA110458 hamdgpwt South Down, Woodlands Drove (N-bound) B3354 Main Road 1900HA110460 hamdgtdg Twyford, Toll Gate Garage (N-bound) B3335 1900HA110462 hamjmwpj Twyford, adj Manor Farm Green Winchester Road 1900HAA91019 hamdgtpm Twyford, Crossroads (opp PO) Searles Hill 1900HA110465 hamdgwdj Twyford, Northfields (Near N) High Street 1900HA110466 hamdgtpw Shawford, Hockley Cottages (N-bound) B3335 1900HA110468 hamdgtdp Compton End, opp Hockley Golf Club B3335 1900HA110470 hamjmgtg Compton End, Hockley Link (SW-bound) A3090 Hockley Link 1900HAA10073 hamdgmgw St Cross, Grange Road (N-bound) St Cross Road 1900HA110041 hamdgmta St Cross, The Bell Inn (N-bound) St Cross Road 1900HA110043 hamdgmwa St Cross, Barnes Close (N-bound) St Cross Road 1900HA110044 Continued on next page. 69 Fareham - Winchester

You can also get the same information by using the SMS code at www.nextbuses.mobi (only normal browsing charges apply) or through several iPhone or Android apps that offer access to NextBuses.

NOTE: SMS codes are different in each direction. Make sure you choose the right direction from these lists. SMS Code Stop Name Street ATCO Code hamdgpgj St Cross, Ranelagh Road (N-bound) St Cross Road 1900HA110046 hamdgpmj Winchester, Romans Road (N-bound) St Cross Road 1900HA110049 hamdgpwd Winchester, St. Thomas Church (N-bound) Southgate Street 1900HA110050 hamdgtjw Winchester, Discovery Centre (Stop Ta) Jewry Street 1900HA110113 hamdgwgd Winchester, North Walls (SE-bound) North Walls 1900HA110102 hamdgwmp Winchester, Bus Station (Stop H) Bus Station 1900HA110060 69 Winchester - Fareham

Stagecoach in Hampshire Winchester

Important information related to service 69 at 14:14:17 on 16th June 2015 Fair Oak Carnival - Rolling Road Closures Valid from 1300 on 27 Jun 2015 until 1600 on 27 Jun 2015 Affected stops: Fair Oak (Hants), New Road Pylehill (Bishopstoke), Victena Road Pylehill (Bishopstoke), Winchester Road Pylehill (Bishopstoke), Witt Road Fair Oak (Hants), Winchester Road Fair Oak (Hants), Fair Oak Square Fair Oak (Hants), Shorts Road Fair Oak (Hants), Recreation Ground To allow passage of the Fair Oak carnival, Roads will be closed for short periods between 1pm & 4pm on 27th June. From New Road via Sandy Lane, Victena Road, Witt Road, Winchester Road, Botley Road, Fair Oak Road, Shorts Road. Please allow extra time for your journey Timetables Select a timetable using the bookmarks (on the left of this page). Choose the direction and day of travel you require. Stop and Street Names and SMS codes are also available. 69 Winchester - Fareham

Stagecoach in Hampshire Winchester Service Restrictions

SH - Hampshire School Holidays Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa Su Mo Tu 2015 June 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 July 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 August 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31

Sch - Hampshire School Days Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa Su Mo Tu 2015 June 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 July 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 August 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31

# Days of operation # Mo = Monday, Tu = Tuesday, We = Wednesday, Th = Thursday, Fr = Friday # Sa = Saturday # Su = Sunday Route map for Stagecoach in Hampshire Winchester service 69 (outbound) B3049 B3420 St. Thomas Jewry Church Street 69 The Bell Winchester B3046 Inn Kingsgate Grange Road Road Hockley Link

69 Hockley Hockley Cottages Golf Club Northfields Crossroads Toll Gate Garage Manor Farm Green Rimjhim Woodlands Drove Community Centre Post Office Hiltingbury Grays Surgery Close Woodside Centre Fishers Pond Hill View Caravan Park Chandler's Ford Post Office B3035 Stroudwood & Stores Hill Close Victena Road Road 69 Wold Cottages Eastleigh Bradshaw Close B2150 Meadowview Churchill Avenue Recreation Shorts Ground Road Ashton Council Offices Stoneham Lane Paradise Lane Pondside Gunners Itchen Valley Country Park (So30 3hq) Lane Park Hampton Hill 69 B2177 Swaythling Itchen Valley Country Park (So30) Recreation Ground Curdridge 69 Townhill Park Lane The Chase Farm B3035 Close Midanbury B3354 Black Dog B3342 B3035 Sandy Hill Church Bitterne Hedge End Ashley Road Manor 69 Park Northam B3033 Thornhill Upper Hamble Country Park Place Sholing Hightown Redhill Wickham Square Manor Farm Country Park Crossroads Garage Woolston Wickham B2177 Bridge Tesco Water Tower Weston Forrest Lane

Royal Victoria Country Park 69 Wickham Rd Holly Hill Woodland Park North Cemetery Hill B3397 The Nightingales Wickham Road Rbt Quay Street Fareham B3334 Portchester B3385 © OpenStreetMap 2.5 km 5 km 7.5 km 10 km

swe-44069_(-1).y10 (outbound) Route map for Stagecoach in Hampshire Winchester service 69 (inbound) B3049 B3420 Discovery 69 Centre North Walls Romans Bus Station Road The Bell Winchester B3046 Inn B3330 Grange Barnes Road Close Hockley Hockley Link Golf Club Hockley Cottages 69 Northfields Toll Gate Crossroads Garage Manor Farm Green Woodlands Rimjhim Drove Piping B3043 Hiltingbury Road Brickmakers Road Upper Moors Road #1 Woodside Centre Fishers Pond

Chandler's Ford Hill View Caravan Park Post Office B3035 Stroudwood & Stores Hill Close Victena Road Road 69 Wold Cottages Asda B2150 Eastleigh Bradshaw Close Meadowview New Hall Lakeside Country Park (So50 5pe) Recreation The Avenue Rareridge Ground Road Lands Lane Ashton Stoneham Lane Moorlands Road Priory Free Street Court Bassett Green Itchen Valley Country Park (So30 3hq) Library St Barnabas 69 Forest Church Itchen Valley Country Park (So30) Swaythling Forest Gardens Road Recreation Ground Chase Farm 69 Townhill Park Close Sandy Portswood B3035 Hill Midanbury B3354 B3342 B3035 The Black Dog Church Bitterne Hedge End Ashley Road Northam Manor 69 Park B3033 Place Thornhill Upper Hamble Country Park St Mary's Redhill Sholing Hightown Wickham Square B3039 Manor Farm Country Park Crossroads Woolston Wickham Bridge Garage B2177 69 Weston Water Forrest Tower Lane

Royal Victoria Country Park North Hill 69 Wickham Rd Holly Hill Woodland Park Cemetery 69 Langdown B3397 Wickham Road Rbt Fareham High Street B3334 Fareham Trinity Netley View Station Street Portchester B3385 © OpenStreetMap 2.5 km 5 km 7.5 km 10 km

swe-44069_(-1).y10 (inbound) APPENDIX 7

Notes

9.595

29 30 27 28 1.665 3.382 1.318 32 33 25 26 31 Phoenix 2-18W (with Elite 2 6x2MS chassis) 24 34 Overall Length 9.595m Overall Width 2.530m Overall Body Height 3.205m 23 Min Body Ground Clearance 0.410m F Track Width 2.500m Lock to Lock Time 4.00s G F Kerb to Kerb Turning Radius 8.950m F G 35 VP 36 F

VP VP W 37 W W 38

W G W VP

W VP G 53 52 W 51 50 W 54 49 refuse

G collection point G for plots 46 & 47 45 44 43 W G G 42 59 41 W 46 G 55 48 G 39 W W 40

47 W W

G G G 58 G G W

G G Site Layout Updated ITR

D ARM G 08/10/15

Site Layout Updated ITR

C ARM Informal 06/10/15 access gate Site Layout Updated ITR

B ARM 24/06/15

Site Layout Updated ITR

A ARM 12/06/15

57 AMENDMENT

REVISION DRN DATE CHK

56 OPEN SPACE Clover House G Western Lane Odiham Hampshire, RG29 1TU

Tel: 01256 703355 Fax: 01256 704934 Email: [email protected]

CLIENT Linden Homes

PROJECT Waltham Chase TITLE Swept Path Analysis Refuse Vehicle at Turning Heads Within Site Sheet 3 of 3

DRAWN BY DESIGN BY CHK BY ARM - ITR

DATE DRAWING No. REV No. 17/03/15 SCALE Bellamy Roberts LLP (trading as Bellamy Roberts) is a Limited Liability Partnership registered in England. Reg.No.OC303725, Quality Assured Firm ISO9001 Certificate Number 3631/02, Ordnance Survey Licence Number 100017631 1:500 @ A3 Notes

9.595 FARRIERS COTTAGE 27 25 26 24 23 1.665 3.382 1.318

W 16 Phoenix 2-18W (with Elite 2 6x2MS chassis) 17 22 Overall Length 9.595m Overall Width 2.530m Overall Body Height 3.205m Min Body Ground Clearance 0.410m 18 Track Width 2.500m Lock to Lock Time 4.00s Kerb to Kerb Turning Radius 8.950m

VP VP 10-15 G G W

W W G W G 53 G G 9 W

W W 54 W VPVP 19 8 VP G W G 7 59 VP 20 W 55 60 G 6 21 G G 61

W W VP VP 58 G G

G G G G Site Layout Updated G ITR 62 D ARM 08/10/15

G Site Layout Updated ITR

C ARM

63 06/10/15 2 57 Site Layout Updated ITR W B ARM 24/06/15

CURDRIDGE LANE CURDRIDGE G 56 Site Layout Updated G ITR A ARM

1 12/06/15

AMENDMENT

REVISION DRN DATE CHK 5 Clover House 4 3 Western Lane Odiham Hampshire, RG29 1TU

Tel: 01256 703355 Fax: 01256 704934 Email: [email protected]

CLIENT Linden Homes SANDY LANE PROJECT Waltham Chase TITLE Swept Path Analysis Refuse Vehicle at Turning Heads Within Site Sheet 2 of 3

DRAWN BY DESIGN BY CHK BY ARM - ITR

9.595 FARRIERS COTTAGE 25 26 24 NESTLEDOWN 23 1.665 3.382 1.318

W Phoenix 2-18W (with Elite 2 6x2MS chassis) 16 17 22 Overall Length 9.595m Overall Width 2.530m Overall Body Height 3.205m Min Body Ground Clearance 0.410m 18 Track Width 2.500m Lock to Lock Time 4.00s Kerb to Kerb Turning Radius 8.950m

10-15 G G

VP 2

W W G W G G G 9 W

W W W VPVP 19 8 VP G W

7 59 VP 20 60 G W 6 21 G G 61

W W VP VP 58 1 G

Site Layout Updated ITR

E ARM 08/10/15

G G G G CLAYHILL Site Layout Updated ITR G 62 D ARM COTTAGE 06/10/15 Site Layout Updated G ITR C ARM

63 24/06/15

2 57 Site Layout Updated ITR W B ARM 12/06/15

CURDRIDGE LANE CURDRIDGE G 56 Site Layout Updated ITR

G A ARM

1 02/06/15

AMENDMENT

REVISION DRN DATE CHK 5 Clover House 4 3 Western Lane Odiham Hampshire, RG29 1TU

Tel: 01256 703355 Fax: 01256 704934 Email: [email protected]

CLIENT Linden Homes SANDY LANE PROJECT Waltham Chase TITLE Swept Path Analysis Refuse Vehicle at Turning Heads Within Site Sheet 1 of 3

DRAWN BY DESIGN BY CHK BY ARM - ITR

53.01

53.32

Eave 59.35

Ridge 61.98

54.53 Notes Eave 59.44 54.67

52.94

54.57 RS 53.27 54.57 NP 54.45 NP

53.21 53.13 53.12 54.75

53.03 53.32 52.98 NP 54.87 NB 54.73 3-SH SMP E=455955.190 4-SH N=115453.743 54.58 54.67 E=455904.889 55.02 54.05 54.54 2-SH 53.49 54.46 54.50 N=115455.965 54.85 Ht=54.760 E=455847.790 54.40 54.44 Ht=54.730 STAY 55.00 53.51 54.12 54.78 N=115454.008 54.02 54.96 54.90 54.22 Ht=53.379 53.59 54.65 54.68 54.99 54.34 54.58 54.82 54.97 54.88 54.78 54.49 54.21 54.54 54.89 BS 54.18 54.30 54.42 54.45 54.72 54.74 54.98 54.05 54.16 1-SH 54.77 54.97 E=455876.564 54.88 54.90 54.74 53.99 54.84 54.42 54.17 N=115454.256 54.76 54.74 54.70 Ht=54.366 DK DK 54.62 54.32 53.71 53.66 52.87 53.64 54.65 54.80 53.58 54.55 54.88 54.94 54.36 54.96 54.87 54.69 54.38 54.01 52.84 53.29 52.83 53.22 52.84 52.75 53.65 54.62 54.72 54.79 54.83 54.53 54.84 54.66 54.75 54.79 52.74 (Possible SV here?) 54.31 54.55 54.82 54.82 54.64 BS 54.75 54.89 54.85 54.62 54.30 54.33 54.78 54.69 52.81 53.90 54.85 54.66 54.60 54.61 54.30 53.37 54.58 54.59 52.63 53.92 54.58 54.53 54.39 54.42 54.11 54.94 54.85 P 53.55 54.54

54.82

54.49 53.67 54.32 54.98 RS 52.32 52.83 54.87 54.98 OAK 1.4/1T 52.42 54.88 52.26 54.87 18/Sp 22 53.38 54.12 54.78 54.92

55.00

54.79

55.02 54.91 Hedges to be 52.34 53.97 54.63 51.92 51.95 51.91 52.70 4.5m x 40m 53.56 54.77 52.82 54.51 replantedreplanted 2m2m 52.32 SMP 54.64 51.50 54.40 51.93 Visibility Splay 52.21 51.58 53.74 52.29 fromfrom edgeedge ofof roadroad 51.55 54.58 RS 53.57 54.27 53.63

52.88 53.75 54.24

53.83 2m Footpath Link 51.80 53.58 52.36 RS 51.56 51.90 54.52 53.94 55.07 53.86 53.76 55.09 54.42 RS 51.94 54.09 54.36 55.08 NP 55.07 53.87 55.02 4.5m x 40m 54.59 51.51 55.00 51.61 54.18 53.80

54.58 54.64 55.06 51.71 53.52 54.01 54.96

Visibility Splay OAK 0.6/1T 54.57 53.68 14/Sp 14 54.89

54.38 54.88 54.80

54.23 54.22

54.23

52.93 54.29

54.23 53.10 54.76

54.77

55.21 OAK 0.6/1T

55.21 55.06 14/Sp 14 55.27

54.60 13-SH E=455944.696 55.30 N=115424.305 5.5m Carriageway 1.5m Verge Ht=55.225 55.28

12-SH PNE 0.3/1T E=455861.564 N=115421.479 09/Sp 8 55.20 55.23 55.27 Ht=55.320 55.17 55.20 55.34

54.87 55.38

54.79

54.90 55.02 55.32

54.98 54.84

55.19

54.85

55.42

55.22 PNE 0.3/1T 55.41 55.37 55.28 55.50 12/Sp 8 55.17 55.63 55.58

55.69 55.56 55.62 55.68

55.24

55.85 55.55 55.61 55.69 55.86 55.91 55.68 55.71 55.91 55.72 56.02 55.89 55.94

55.82 55.72 55.89 PNE 0.2/1T 55.57

55.93 55.87 55.66

55.92

06/Sp 3 55.79 55.26

55.50 55.47

55.62 55.69 55.63

55.37 56.03 55.95 55.83 56.16

7-SH 55.98 E=455854.771 Eave 60.93

N=115404.104 Ridge 62.29 Ht=55.744 56.13 55.38 Eave 60.31 Eave 60.26 Eave 59.11 14-SH 56.52 E=455946.494 56.29 56.03 N=115401.063 56.55 56.29 Ht=55.607

56.36 56.40 55.69 55.92

56.07 55.89 56.10 55.48

56.58 55.95 55.65 11-SH E=455871.870 56.59 56.12 N=115398.206 56.01 Eave 59.20 55.48 56.40 Ht=56.587 56.62

55.99 56.55

56.45 56.55

56.17 56.00 56.10 Ridge 61.99 Ridge 63.30 55.62 55.89 56.20 PNE 0.4/1T 56.07 08/Sp 8 55.57 Eave 60.43

56.42 56.80 61.95 Ridge PNE 0.3/1T 10/ Sp 6 56.73 56.74 56.10 Eave 60.16 56.74 PNE 0.3/1T 56.74 Ridge 62.22

11/Sp 6 Eave 59.11 55.67 56.84

Eave 60.34 56.73 56.93 56.60 56.84 56.90 57.00 57.04 56.70 Ridge 60.16

56.71 56.81 56.39 Eave 61.17 HAW 0.1/6T Eave 59.94 07/Sp 4 57.18 Eave 60.40

56.93 57.07 57.09 57.13 56.92 56.91 56.92 Eave 61.75 56.47 56.59

56.50 57.06

56.61 57.28

56.73 Ridge 62.15 56.45 57.11 10-SH 56.81 E=455921.767 Eave 58.79

Ridge 59.26

56.41 N=115386.712 57.10 Ridge 62.13 Ridge 61.30 Ht=56.765 Eave 61.47 57.36 Eave 62.69 57.15 57.26 57.15 56.27 57.30 57.34 57.34 57.44 Eave 61.27 56.68 57.24 56.54 Ridge 63.51 57.31 57.10 57.18 Ridge 63.00 57.02

57.06

57.37 57.34 Ridge 60.05 57.37 56.86 OAK 0.5/2T Ridge 63.84 57.37 Eave 61.80 57.12 9-SH 56.97 Eave 59.94 57.31 Ridge 60.42 13/ Sp 16 57.44 E=455875.896 57.46 Ridge 62.24 57.43 57.14 N=115378.202 Ridge 59.61 Ridge 61.07 Ht=57.499 Ridge 60.50 Ridge 62.12 57.48 56.99 57.58

56.96 57.19 57.08 PNE 0.2/1T Ridge 60.32 57.34 57.18 Eave 60.34 56.98 07/ Sp 4 57.02 Eave 59.47

57.36

57.04 Eave 60.17 57.08

57.16 PNE 0.3/1T Ridge 61.44 56.30 56.00 57.38 57.44 Eave 60.62 Eave 60.46 11/Sp 8 57.33 4.5m x 36m 57.18

57.28 57.54 OAK 1.0/1T 57.40 57.10 56.95 HLY 0.2/4T

SPU 0.3/1T 16/ Sp 20 56.51 57.37 57.38 57.02 08/ Sp 8

Visibility Splay 1.5m Verge PNE 0.3/1T 57.40 05/ Sp 7 57.30 56.59 57.35 11/ Sp 8 57.25 57.34 SPU 0.1/1T 57.51 57.18

57.23 05/ Sp 4 57.21 57.55 57.80 57.51 SPU 0.3/1T PNE 0.4/1T 57.40 57.73 57.83 05/ Sp 9 10/Sp 10 58.02 56.90 8-SH E=455852.859 57.40 58.44 57.62 N=115368.791 SPU 0.4/1T 21-SH

Ht=57.420 05/ Sp 5 57.35 E=455891.831 57.81 56.68 57.78 Ridge 60.29 57.50 58.27 58.43 N=115369.099 58.02 57.37 Ht=58.234 SPU 0.3/1T 57.79 57.41 58.42 58.23 57.55 57.52 57.46 58.03 09/ Sp 8 57.55 SMP 58.33 58.26 23-SH 57.97 58.23 58.40 57.77 E=455943.500 56.52 56.53 57.53 57.55 57.32 Eave 58.59 N=115365.726 57.47 58.41 58.41 57.69 57.72 Ht=56.796 58.26 57.93 56.70 57.84 56.72 58.24 57.49 57.30 57.66 58.43 58.17 58.39 57.39 56.98 57.71 57.96 58.22 56.71

58.27 57.57 58.24 58.39 20-SH 57.95 SPU 0.4/1T 57.28 57.00 56.54 58.37 58.21 E=455855.312 58.20 SPU 0.3/1T 57.30 N=115362.805 10/ Sp 8 22-SH 57.02 Ht=58.013 58.19 SPU 0.4/2T SPU 0.4/1T 10/ Sp 8 E=455925.176 58.04 SPU 0.4/1T 57.05 56.59 11/ Sp 9 11/Sp 10 N=115364.390 56.75 57.87 57.94 58.23 07/ Sp 7 Ht=57.366 56.77 56.49 58.00 56.85 56.68 24-SH E=455952.722 N=115362.805 58.18 58.02 56.61 N=115363.132 Visibility Splays Updated, Footpath Link Moved 56.44 58.12 Ht=58.013 Ht=56.580 ITR 56.79 A ARM 58.06 SPU 0.2/1T 05/Sp 4 5.5m58.22 Carriageway 30/06/15 57.83

57.88 57.32 58.01 58.15 58.02 58.25 57.97 58.06 57.92 57.63 58.07 57.84 SPU 0.2/1T 57.95 07/ Sp 4 57.46 57.34 AMENDMENT 58.14 58.13 58.12 58.32 58.07 58.08 56.99 58.08 REVISION DRN DATE CHK 57.02 SPU 0.2/1T 56.42

57.75 56.72 58.14 04/Sp 3 Clover House 58.00 58.36 1.5m Verge Western Lane SPU 0.2/1T 58.48 58.26 03/ Sp 3 58.49 Odiham 57.26 FRT 0.2/2T 05/ Sp 5 57.60 58.66 Hampshire, RG29 1TU 58.53 58.00 56.68 56.53 58.53 58.41

58.43 58.58 SPU 0.3/1T 56.66 06/ Sp 7 58.51 Tel: 01256 703355 57.95

58.50 57.26 57.38 Fax: 01256 704934 SPU 0.2/1T SPU 0.3/1T 58.69 06/Sp 6 06/Sp 7 Email: [email protected] SPU 0.2/1T SPU 0.2/1T 06/Sp 6 06/ Sp 6 57.17 SPU 0.2/1T 57.27 57.00 57.39 56.83 06/Sp 6 CLIENT 56.80 58.13 57.90 4.5m x 36m 58.56 58.39 57.68 58.77 58.74 Linden Homes

58.78

58.99 Visibility Splay 58.94 59.11 PROJECT

58.83

58.96 ASH 0.1/1T 07/Sp 4 Waltham Chase ASH 0.1/1T 07/ Sp 4 TITLE ASH 0.2/1T 07/ Sp 7 HAW 0.1/1T Suggested Site Access 06/Sp 4

56.71 56.72 57.02 57.24 Option A 57.50 57.78 58.09 58.58 58.35 58.97 58.81 STAY 58.91

59.12

59.50 59.32

59.31 59.16 59.47 DRAWN BY DESIGN BY CHK BY ARM ARM ITR

DATE DRAWING No. REV No. 56.57 27/01/15 SCALE 56.62 1:500 @ A3 Bellamy Roberts LLP (trading as Bellamy Roberts) is a Limited Liability Partnership registered in England. Reg.No.OC303725, Quality Assured Firm ISO9001 Certificate Number 3631/02, Ordnance Survey Licence Number 100017631 56.77 15-SH 57.44 57.16 56.99 E=455838.111 58.09 57.79 59.18 59.17 58.94 58.71 58.43 APPENDIX 9

APPENDIX 10

Calculation Reference: AUDIT-200601-150616-0652 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL Category : M - MIXED PRIVATE/AFFORDABLE HOUSING VEHICLES

Selected regions and areas: 02 SOUTH EAST ES EAST SUSSEX 2 days WS WEST SUSSEX 3 days 03 SOUTH WEST BR BRISTOL CITY 1 days DV DEVON 1 days 10 WALES CM CARMARTHENSHIRE 1 days

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

Filtering Stage 2 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: Number of dwellings Actual Range: 42 to 92 (units: ) Range Selected by User: 30 to 100 (units: )

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/07 to 27/01/15

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

Selected survey days: Monday 1 days Tuesday 1 days Wednesday 3 days Thursday 3 days

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

Selected survey types: Manual count 8 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: Suburban Area (PPS6 Out of Centre) 4 Edge of Town 3 Neighbourhood Centre (PPS6 Local 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 7 Village 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 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Tuesday 16/06/15 Page 2 OFF-LINE VERSION Bellamy Roberts Western Lane Odiham Licence No: 200601

Filtering Stage 3 selection:

Use Class: C 3 8 days

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

Population within 1 mile: 1,000 or Less 1 days 1,001 to 5,000 2 days 5,001 to 10,000 1 days 10,001 to 15,000 1 days 20,001 to 25,000 2 days 25,001 to 50,000 1 days

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

Population within 5 miles: 5,001 to 25,000 1 days 25,001 to 50,000 2 days 75,001 to 100,000 1 days 100,001 to 125,000 1 days 125,001 to 250,000 2 days 250,001 to 500,000 1 days

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

Car ownership within 5 miles: 1.1 to 1.5 7 days 1.6 to 2.0 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: Yes 5 days No 3 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. TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Tuesday 16/06/15 Page 3 OFF-LINE VERSION Bellamy Roberts Western Lane Odiham Licence No: 200601

LIST OF SITES relevant to selection parameters

1 BR-03-M-02 BLOCKS OF FLATS BRISTOL CITY CLARENCE ROAD

BRISTOL Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 4 2 Survey date: MONDAY 12/10/09 Survey Type: MANUAL 2 CM-03-M-01 HOUSES & FLATS CARMARTHENSHIRE COLLEGE ROAD

CARMARTHEN Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 4 8 Survey date: THURSDAY 18/09/08 Survey Type: MANUAL 3 DV-03-M-01 HOUSES & FLATS DEVON TOPSHAM ROAD

EXETER Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 6 1 Survey date: THURSDAY 06/10/11 Survey Type: MANUAL 4 ES-03-M-01 HOUSES & FLATS EAST SUSSEX A26 CROWBOROUGH RD FIVE ASH DOWN VILLAGE NEAR UCKFIELD Neighbourhood Centre (PPS6 Local Centre) Village Total Number of dwellings: 7 4 Survey date: WEDNESDAY 20/06/12 Survey Type: MANUAL 5 ES-03-M-06 MIXED HOUSES EAST SUSSEX FIELD END

MARESFIELD Edge of Town Residential Zone Total Number of dwellings: 8 0 Survey date: WEDNESDAY 01/10/14 Survey Type: MANUAL 6 WS-03-M-03 TERRACED & FLATS WEST SUSSEX UPPER SHOREHAM ROAD

SHOREHAM BY SEA Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 4 8 Survey date: WEDNESDAY 18/04/12 Survey Type: MANUAL TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Tuesday 16/06/15 Page 4 OFF-LINE VERSION Bellamy Roberts Western Lane Odiham Licence No: 200601

LIST OF SITES relevant to selection parameters (Cont.)

7 WS-03-M-05 MIXED HOUSING WEST SUSSEX ELLIS ROAD S BROADBRIDGE HEATH WEST HORSHAM Edge of Town Residential Zone Total Number of dwellings: 9 2 Survey date: THURSDAY 23/10/14 Survey Type: MANUAL 8 WS-03-M-06 SEMI DETACHED/DETACHED WEST SUSSEX SOUTHFIELDS CLOSE

CHICHESTER Edge of Town Residential Zone Total Number of dwellings: 6 7 Survey date: TUESDAY 27/01/15 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.

MANUALLY DESELECTED SITES

Site Ref Reason for Deselection DH-03-M-02 Level of car ownership is too low. MS-03-M-01 Level of car ownership is too low. SC-03-M-05 This site is essentially Greater London and has far greater accessibility. VG-03-M-01 Level of car ownership is too low. TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Tuesday 16/06/15 Page 5 OFF-LINE VERSION Bellamy Roberts Western Lane Odiham Licence No: 200601

TRIP RATE for Land Use 03 - RESIDENTIAL/M - MIXED PRIVATE/AFFORDABLE HOUSING VEHICLES Calculation factor: 1 DWELLS Estimated TRIP rate value per 63 DWELLS shown in shaded columns BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip Estimated No. Ave. Trip Estimated No. Ave. Trip Estimated Time Range Days DWELLS Rate Trip Rate Days DWELLS Rate Trip Rate Days DWELLS Rate Trip Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 8 64 0.092 5.783 8 64 0.305 19.195 8 64 0.397 24.978 08:00 - 09:00 8 64 0.113 7.137 8 64 0.342 21.533 8 64 0.455 28.670 09:00 - 10:00 8 64 0.146 9.229 8 64 0.160 10.090 8 64 0.306 19.319 10:00 - 11:00 8 64 0.143 8.982 8 64 0.125 7.875 8 64 0.268 16.857 11:00 - 12:00 8 64 0.148 9.352 8 64 0.135 8.490 8 64 0.283 17.842 12:00 - 13:00 8 64 0.135 8.490 8 64 0.146 9.229 8 64 0.281 17.719 13:00 - 14:00 8 64 0.156 9.844 8 64 0.178 11.197 8 64 0.334 21.041 14:00 - 15:00 8 64 0.160 10.090 8 64 0.182 11.443 8 64 0.342 21.533 15:00 - 16:00 8 64 0.215 13.535 8 64 0.166 10.459 8 64 0.381 23.994 16:00 - 17:00 8 64 0.205 12.920 8 64 0.154 9.721 8 64 0.359 22.641 17:00 - 18:00 8 64 0.330 20.795 8 64 0.160 10.090 8 64 0.490 30.885 18:00 - 19:00 8 64 0.285 17.965 8 64 0.178 11.197 8 64 0.463 29.162 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 2.128 134.122 2.231 140.519 4.359 274.641

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.

Parameter summary

Trip rate parameter range selected: 42 - 92 (units: ) Survey date date range: 01/01/07 - 27/01/15 Number of weekdays (Monday-Friday): 8 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 6

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 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Tuesday 16/06/15 Page 6 OFF-LINE VERSION Bellamy Roberts Western Lane Odiham Licence No: 200601

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Tuesday 16/06/15 Page 7 OFF-LINE VERSION Bellamy Roberts Western Lane Odiham Licence No: 200601

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Tuesday 16/06/15 Page 8 OFF-LINE VERSION Bellamy Roberts Western Lane Odiham Licence No: 200601

20%

15% Clewers Hill Curdridge Lane Curdridge Lane Forest Road

0% 40% 35% SITE

75%

25% Sandy Lane

10% 15% Winchester Road

Bull Lane

15%

PROJECT DATE DRAWN BY Waltham Chase Clover House 30/06/15 ARM Western Lane SCALE CHK BY TITLE Odiham - ITR Flow Diagram CLIENT Hampshire, RG29 1TU Linden Homes

Traffic Distribution DRAWING No. REV No. Tel: 01256 703355 Fax: 01256 704934 Email: [email protected] Bellamy Roberts LLP (trading as Bellamy Roberts) is a Limited Liability Partnership registered in England. Reg.No.OC303725, Quality Assured Firm ISO9001 Certificate Number 3631/02, Ordnance Survey Licence Number 100017631

AM Network Peak (0800 - 0900) 3 4 3 Clewers Hill Curdridge Lane Curdridge Lane Forest Road

2 1

10 7 1 5

SITE

17 2 5 Winchester Road

2 3

Bull Lane 1 1

PM Network Peak (1700 - 1800) 9 2 2 Clewers Hill Curdridge Lane Curdridge Lane Forest Road

7 4

4 4 3 16

SITE

8 5 2 Winchester Road

1 1

Bull Lane 2 3

PROJECT DATE DRAWN BY Waltham Chase Clover House 30/06/15 ARM Western Lane SCALE CHK BY TITLE Odiham - ITR Flow Diagram CLIENT Hampshire, RG29 1TU Linden Homes

Traffic Generation DRAWING No. REV No. Tel: 01256 703355 AM & PM Network Peak Fax: 01256 704934 Email: [email protected] APPENDIX 12

1503 25 Waltham Chase - Manual Traffic Survey, Tuesday 31st March 2015

Junction: (1) A - Clewers Hill / B - Curdridge Lane East / C - Sandy Lane / D - Curdridge Lane West

Approach: A - Clewers Hill

Left to B - Curdridge Lane East S/B to C - Sandy Lane Right to D - Curdridge Lane West U-Turns to A - Clewers Hill TIME CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL 0800 - 0815 2 0 0 0 0 0 0 2 1 0 0 0 0 0 0 1 3 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0815 - 0830 3 0 0 0 0 0 0 3 1 0 0 0 0 0 0 1 11 1 0 0 0 0 0 12 0 0 0 0 0 0 0 0 0830 - 0845 3 0 0 0 0 0 0 3 1 0 0 0 0 0 0 1 6 2 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0845 - 0900 1 0 0 0 0 0 0 1 2 1 0 0 0 0 0 3 9 2 0 0 0 0 0 11 0 0 0 0 0 0 0 0 Hourly Total 9 0 0 0 0 0 0 9 5 1 0 0 0 0 0 6 29 5 0 0 0 0 0 34 0 0 0 0 0 0 0 0

Session Total 9 0 0 0 0 0 0 9 5 1 0 0 0 0 0 6 29 5 0 0 0 0 0 34 0 0 0 0 0 0 0 0

1700 - 1715 4 1 0 0 0 0 0 5 3 0 0 0 0 0 0 3 6 5 1 0 0 0 0 12 0 0 0 0 0 0 0 0 1715 - 1730 6 0 0 0 0 0 0 6 1 0 0 0 0 0 0 1 6 2 0 0 0 0 0 8 0 0 0 0 0 0 0 0 1730 - 1745 4 0 0 0 0 0 0 4 2 1 0 0 0 0 0 3 2 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1745 - 1800 7 0 0 0 0 0 0 7 6 0 0 0 0 0 0 6 8 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 Hourly Total 21 1 0 0 0 0 0 22 12 1 0 0 0 0 0 13 22 7 1 0 0 0 0 30 0 0 0 0 0 0 0 0

Session Total 21 1 0 0 0 0 0 22 12 1 0 0 0 0 0 13 22 7 1 0 0 0 0 30 0 0 0 0 0 0 0 0 1503 25 Waltham Chase - Manual Traffic Survey, Tuesday 31st March 2015

Junction: (1) A - Clewers Hill / B - Curdridge Lane East / C - Sandy Lane / D - Curdridge Lane West

Approach: B - Curdridge Lane East

Left to C - Sandy Lane W/B to D - Curdridge Lane West Right to A - Clewers Hill U-Turns to B - Curdridge Lane East TIME CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL 0800 - 0815 1 0 0 0 0 0 0 1 31 0 2 0 0 0 0 33 7 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0815 - 0830 1 0 0 0 0 0 0 1 36 5 0 0 1 0 1 43 4 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0830 - 0845 0 0 0 0 0 0 0 0 20 2 0 0 0 0 0 22 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0845 - 0900 1 0 0 0 0 0 0 1 24 3 2 0 0 0 0 29 3 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 Hourly Total 3 0 0 0 0 0 0 3 111 10 4 0 1 0 1 127 15 0 0 0 0 0 0 15 0 0 0 0 0 0 0 0

Session Total 3 0 0 0 0 0 0 3 111 10 4 0 1 0 1 127 15 0 0 0 0 0 0 15 0 0 0 0 0 0 0 0

1700 - 1715 1 0 0 0 0 0 0 1 18 3 2 0 0 0 0 23 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1715 - 1730 1 0 0 0 0 0 0 1 24 1 1 0 1 0 1 28 5 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 1730 - 1745 0 0 0 0 0 0 0 0 19 1 3 0 0 0 0 23 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1745 - 1800 3 0 0 0 0 0 0 3 16 1 0 0 0 0 1 18 4 1 0 0 0 0 0 5 0 0 0 0 0 0 0 0 Hourly Total 5 0 0 0 0 0 0 5 77 6 6 0 1 0 2 92 11 1 0 0 0 0 0 12 0 0 0 0 0 0 0 0

Session Total 5 0 0 0 0 0 0 5 77 6 6 0 1 0 2 92 11 1 0 0 0 0 0 12 0 0 0 0 0 0 0 0 1503 25 Waltham Chase - Manual Traffic Survey, Tuesday 31st March 2015

Junction: (1) A - Clewers Hill / B - Curdridge Lane East / C - Sandy Lane / D - Curdridge Lane West

Approach: C - Sandy Lane

Left to D - Curdridge Lane West N/B to A - Clewers Hill Right to B - Curdridge Lane East U-Turns to C - Sandy Lane TIME CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL 0800 - 0815 4 1 0 0 0 0 0 5 2 0 0 0 0 0 0 2 4 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0815 - 0830 12 0 0 0 0 0 0 12 7 0 0 0 0 0 0 7 1 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0830 - 0845 1 1 0 0 0 0 0 2 2 2 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0845 - 0900 6 0 0 0 0 0 0 6 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 23 2 0 0 0 0 0 25 12 2 0 0 0 0 0 14 5 1 0 0 0 0 0 6 0 0 0 0 0 0 0 0

Session Total 23 2 0 0 0 0 0 25 12 2 0 0 0 0 0 14 5 1 0 0 0 0 0 6 0 0 0 0 0 0 0 0

1700 - 1715 1 1 0 0 0 0 0 2 4 0 0 0 0 0 0 4 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1715 - 1730 1 1 0 0 0 0 0 2 6 1 0 0 0 0 0 7 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1730 - 1745 1 1 0 0 0 0 0 2 3 0 0 0 0 0 0 3 1 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1745 - 1800 1 0 0 0 0 0 0 1 3 0 0 0 0 0 0 3 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 Hourly Total 4 3 0 0 0 0 0 7 16 1 0 0 0 0 0 17 4 1 0 0 0 0 0 5 0 0 0 0 0 0 0 0

Session Total 4 3 0 0 0 0 0 7 16 1 0 0 0 0 0 17 4 1 0 0 0 0 0 5 0 0 0 0 0 0 0 0 1503 25 Waltham Chase - Manual Traffic Survey, Tuesday 31st March 2015

Junction: (1) A - Clewers Hill / B - Curdridge Lane East / C - Sandy Lane / D - Curdridge Lane West

Approach: D - Curdridge Lane West

Left to A - Clewers Hill E/B to B - Curdridge Lane East Right to C - Sandy Lane U-Turns to D - Curdridge Lane West TIME CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL 0800 - 0815 2 0 0 0 0 0 0 2 21 6 0 1 0 0 0 28 4 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0815 - 0830 2 2 0 0 0 0 0 4 18 1 1 0 1 0 0 21 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0830 - 0845 2 0 0 0 0 0 0 2 15 4 1 0 0 0 0 20 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0845 - 0900 5 0 0 0 0 0 0 5 13 1 0 0 0 0 0 14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 11 2 0 0 0 0 0 13 67 12 2 1 1 0 0 83 6 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0

Session Total 11 2 0 0 0 0 0 13 67 12 2 1 1 0 0 83 6 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0

1700 - 1715 5 0 0 0 0 0 0 5 23 6 0 0 0 0 1 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1715 - 1730 4 1 0 0 0 0 0 5 33 4 2 1 1 1 0 42 2 1 0 0 0 0 0 3 0 0 0 0 0 0 0 0 1730 - 1745 3 1 0 0 0 0 0 4 32 2 1 0 0 0 0 35 6 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 1745 - 1800 4 0 0 0 0 0 0 4 19 5 0 0 0 2 0 26 6 1 0 0 0 0 0 7 0 0 0 0 0 0 0 0 Hourly Total 16 2 0 0 0 0 0 18 107 17 3 1 1 3 1 133 14 2 0 0 0 0 0 16 0 0 0 0 0 0 0 0

Session Total 16 2 0 0 0 0 0 18 107 17 3 1 1 3 1 133 14 2 0 0 0 0 0 16 0 0 0 0 0 0 0 0 1503 25 Waltham Chase - Manual Traffic Survey, Tuesday 31st March 12 J1 A - CJ1 J1 C - SJ1 J1 N/A 7 2 ## FALSE FALSE FALSE FALSE

Junction: (1) A - Clewers Hill / B - Curdridge Lane East / C - Sandy Lane / D - Curdridge Lane Wes

Vehicle Class: ALL CLASSES

Start Time: 1) 0800

End Time: 1) 0900

Peak Hour

34 6 9 A - Clewers A - Clewers

13 Hill NORTH

83 15

D - Curdridge Lane West B - Curdridge Lane East

6 127

Lane 3 C - Sandy - C

25 14 6

Note: The above diagram represents the Junction surveyed, although may not be the exact layout of the actual location.

Important This spreadsheet & Interactive Vehicle Flow Diagram was produced based on specific Note: parameters. Consequently, alteration to the spreadsheet format or it's properties may result in malfunction. 1503 25 Waltham Chase - Manual Traffic Survey, Tuesday 31st March 2015

Junction: (2) A - B2177 Winchester Road N / B - Forest Road / C - B2177 Winchester Road S / D - Curdridge Lane

Approach: A - B2177 Winchester Road N

Left to B - Forest Road S/B to C - B2177 Winchester Road S Right to D - Curdridge Lane U-Turns to A - B2177 Winchester Road N TIME CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL 0800 - 0815 46 4 2 0 3 1 0 56 58 6 3 0 0 0 1 68 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0815 - 0830 37 3 4 1 0 0 0 45 63 14 5 1 0 0 0 83 4 1 1 0 0 0 0 6 0 0 0 0 0 0 0 0 0830 - 0845 19 2 1 0 0 0 0 22 55 11 4 2 0 0 0 72 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0845 - 0900 22 2 1 2 0 0 0 27 61 8 3 0 1 0 0 73 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 Hourly Total 124 11 8 3 3 1 0 150 237 39 15 3 1 0 1 296 6 1 2 0 0 0 0 9 0 0 0 0 0 0 0 0

Session Total 124 11 8 3 3 1 0 150 237 39 15 3 1 0 1 296 6 1 2 0 0 0 0 9 0 0 0 0 0 0 0 0

1700 - 1715 21 1 1 0 0 0 0 23 90 18 2 2 0 7 4 123 2 1 0 0 0 0 0 3 0 0 0 0 0 0 0 0 1715 - 1730 28 1 0 0 0 0 0 29 96 14 0 2 2 0 0 114 1 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1730 - 1745 21 2 1 0 0 0 0 24 106 13 4 0 0 0 2 125 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1745 - 1800 18 2 1 0 0 0 0 21 105 10 2 0 0 1 1 119 1 2 0 0 0 0 0 3 0 0 0 0 0 0 0 0 Hourly Total 88 6 3 0 0 0 0 97 397 55 8 4 2 8 7 481 4 4 0 0 0 0 0 8 0 0 0 0 0 0 0 0

Session Total 88 6 3 0 0 0 0 97 397 55 8 4 2 8 7 481 4 4 0 0 0 0 0 8 0 0 0 0 0 0 0 0 1503 25 Waltham Chase - Manual Traffic Survey, Tuesday 31st March 2015

Junction: (2) A - B2177 Winchester Road N / B - Forest Road / C - B2177 Winchester Road S / D - Curdridge Lane

Approach: B - Forest Road

Left to C - B2177 Winchester Road S W/B to D - Curdridge Lane Right to A - B2177 Winchester Road N U-Turns to B - Forest Road TIME CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL 0800 - 0815 5 2 0 0 2 0 0 9 25 4 0 0 0 0 0 29 18 2 1 0 0 0 0 21 0 0 0 0 0 0 0 0 0815 - 0830 3 0 0 1 5 0 0 9 27 4 1 0 1 0 1 34 35 3 2 2 0 0 0 42 0 0 0 0 0 0 0 0 0830 - 0845 4 2 1 0 0 0 0 7 14 2 0 0 0 0 0 16 21 5 1 2 0 0 0 29 0 0 0 0 0 0 0 0 0845 - 0900 6 1 2 0 0 0 0 9 20 1 2 0 0 0 0 23 24 1 2 0 0 0 0 27 0 0 0 0 0 0 0 0 Hourly Total 18 5 3 1 7 0 0 34 86 11 3 0 1 0 1 102 98 11 6 4 0 0 0 119 0 0 0 0 0 0 0 0

Session Total 18 5 3 1 7 0 0 34 86 11 3 0 1 0 1 102 98 11 6 4 0 0 0 119 0 0 0 0 0 0 0 0

1700 - 1715 21 3 1 0 1 0 0 26 16 1 2 0 0 0 0 19 31 2 0 0 1 0 0 34 0 0 0 0 0 0 0 0 1715 - 1730 5 0 1 0 0 0 0 6 21 2 1 0 1 0 1 26 15 2 1 0 0 0 0 18 0 0 0 0 0 0 0 0 1730 - 1745 6 1 0 0 1 0 0 8 22 2 1 0 0 0 0 25 17 4 0 1 0 0 0 22 0 0 0 0 0 0 0 0 1745 - 1800 9 0 0 0 0 0 0 9 18 4 0 0 0 0 1 23 20 2 0 0 1 0 0 23 0 0 0 0 0 0 0 0 Hourly Total 41 4 2 0 2 0 0 49 77 9 4 0 1 0 2 93 83 10 1 1 2 0 0 97 0 0 0 0 0 0 0 0

Session Total 41 4 2 0 2 0 0 49 77 9 4 0 1 0 2 93 83 10 1 1 2 0 0 97 0 0 0 0 0 0 0 0 1503 25 Waltham Chase - Manual Traffic Survey, Tuesday 31st March 2015

Junction: (2) A - B2177 Winchester Road N / B - Forest Road / C - B2177 Winchester Road S / D - Curdridge Lane

Approach: C - B2177 Winchester Road S

Left to D - Curdridge Lane N/B to A - B2177 Winchester Road N Right to B - Forest Road U-Turns to C - B2177 Winchester Road S TIME CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL 0800 - 0815 3 1 1 1 0 0 0 6 75 12 2 2 0 0 2 93 5 5 1 0 2 0 0 13 0 0 0 0 0 0 0 0 0815 - 0830 7 0 0 0 0 0 0 7 90 11 3 1 0 0 2 107 7 3 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0830 - 0845 7 1 1 0 0 0 0 9 87 13 10 1 0 0 2 113 4 2 1 0 0 0 0 7 0 0 0 0 0 0 0 0 0845 - 0900 10 2 0 0 0 0 0 12 85 12 5 0 0 0 1 103 6 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 Hourly Total 27 4 2 1 0 0 0 34 337 48 20 4 0 0 7 416 22 10 2 0 2 0 0 36 0 0 0 0 0 0 0 0

Session Total 27 4 2 1 0 0 0 34 337 48 20 4 0 0 7 416 22 10 2 0 2 0 0 36 0 0 0 0 0 0 0 0

1700 - 1715 3 1 0 0 0 0 0 4 56 5 2 1 0 0 0 64 3 0 1 0 0 0 0 4 0 0 0 0 0 0 0 0 1715 - 1730 9 3 1 0 0 0 0 13 87 7 2 0 0 0 1 97 8 1 0 0 1 0 0 10 0 0 0 0 0 0 0 0 1730 - 1745 14 1 2 0 0 0 0 17 80 5 2 3 0 0 1 91 4 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 1745 - 1800 5 0 0 0 0 0 0 5 62 8 1 0 0 0 1 72 6 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 Hourly Total 31 5 3 0 0 0 0 39 285 25 7 4 0 0 3 324 21 1 1 0 1 0 0 24 0 0 0 0 0 0 0 0

Session Total 31 5 3 0 0 0 0 39 285 25 7 4 0 0 3 324 21 1 1 0 1 0 0 24 0 0 0 0 0 0 0 0 1503 25 Waltham Chase - Manual Traffic Survey, Tuesday 31st March 2015

Junction: (2) A - B2177 Winchester Road N / B - Forest Road / C - B2177 Winchester Road S / D - Curdridge Lane

Approach: D - Curdridge Lane

Left to A - B2177 Winchester Road N E/B to B - Forest Road Right to C - B2177 Winchester Road S U-Turns to D - Curdridge Lane TIME CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL 0800 - 0815 1 1 2 0 0 0 0 4 23 5 0 1 0 0 0 29 7 2 1 0 0 0 0 10 0 0 0 0 0 0 0 0 0815 - 0830 4 1 0 0 0 0 0 5 20 3 0 0 1 0 0 24 9 1 1 0 0 0 0 11 0 0 0 0 0 0 0 0 0830 - 0845 2 0 0 0 0 0 0 2 14 5 1 0 0 0 0 20 21 1 0 0 0 0 0 22 0 0 0 0 0 0 0 0 0845 - 0900 0 0 1 0 0 0 0 1 15 2 0 0 0 0 0 17 7 1 0 0 0 0 0 8 0 0 0 0 0 0 0 0 Hourly Total 7 2 3 0 0 0 0 12 72 15 1 1 1 0 0 90 44 5 2 0 0 0 0 51 0 0 0 0 0 0 0 0

Session Total 7 2 3 0 0 0 0 12 72 15 1 1 1 0 0 90 44 5 2 0 0 0 0 51 0 0 0 0 0 0 0 0

1700 - 1715 3 1 0 0 0 0 0 4 16 5 0 0 0 0 2 23 9 1 0 0 0 0 0 10 0 0 0 0 0 0 0 0 1715 - 1730 5 1 0 0 0 0 0 6 28 2 2 1 1 1 0 35 12 2 0 0 0 0 0 14 0 0 0 0 0 0 0 0 1730 - 1745 3 1 0 0 0 0 0 4 20 0 1 0 0 0 0 21 9 2 1 0 0 0 0 12 0 0 0 0 0 0 0 0 1745 - 1800 2 1 0 0 0 0 0 3 18 2 0 0 0 0 0 20 7 3 0 0 0 0 0 10 0 0 0 0 0 0 0 0 Hourly Total 13 4 0 0 0 0 0 17 82 9 3 1 1 1 2 99 37 8 1 0 0 0 0 46 0 0 0 0 0 0 0 0

Session Total 13 4 0 0 0 0 0 17 82 9 3 1 1 1 2 99 37 8 1 0 0 0 0 46 0 0 0 0 0 0 0 0 1503 25 Waltham Chase - Manual Traffic Survey, Tuesday 31st March 11 J2 A - BJ2 J2 C - BJ2 J2 N/A 7 2 ## FALSE FALSE FALSE FALSE

Junction: (2) A - B2177 Winchester Road N / B - Forest Road / C - B2177 Winchester Road S / D -

Vehicle Class: ALL CLASSES

Start Time: 1) 0800

End Time: 1) 0900

Peak Hour

9 296 150 Winchester Road Road Winchester

12 A - B2177 NORTH N 90 119

D - Curdridge Lane B - Forest Road

51 102 S

C - B2177 B2177 - C 34 Winchester Road

34 416 36

Note: The above diagram represents the Junction surveyed, although may not be the exact layout of the actual location.

Junction: (3) A - Sandy Lane North / B - Bull Lane / C - Sandy Lane South

Approach: A - Sandy Lane North

Left to B - Bull Lane S/B to C - Sandy Lane South U-Turns to A - Sandy Lane North TIME CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL 0800 - 0815 2 0 0 0 0 0 0 2 4 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0815 - 0830 1 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0830 - 0845 2 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0845 - 0900 1 0 0 0 0 0 0 1 3 1 0 0 0 0 0 4 0 0 0 0 0 0 0 0 Hourly Total 6 0 0 0 0 0 0 6 8 1 0 0 0 0 0 9 0 0 0 0 0 0 0 0

Session Total 6 0 0 0 0 0 0 6 8 1 0 0 0 0 0 9 0 0 0 0 0 0 0 0

1700 - 1715 1 0 0 0 0 0 0 1 2 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1715 - 1730 3 1 0 0 0 0 0 4 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1730 - 1745 6 0 0 0 0 0 0 6 1 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1745 - 1800 7 1 0 0 0 0 0 8 6 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 Hourly Total 17 2 0 0 0 0 0 19 10 1 0 0 0 0 0 11 0 0 0 0 0 0 0 0

Session Total 17 2 0 0 0 0 0 19 10 1 0 0 0 0 0 11 0 0 0 0 0 0 0 0 1503 25 Waltham Chase - Manual Traffic Survey, Tuesday 31st March 2015

Junction: (3) A - Sandy Lane North / B - Bull Lane / C - Sandy Lane South

Approach: B - Bull Lane

Left to C - Sandy Lane South Right to A - Sandy Lane North U-Turns to B - Bull Lane TIME CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL 0800 - 0815 2 0 0 0 0 0 0 2 10 1 0 0 0 0 0 11 0 0 0 0 0 0 0 0 0815 - 0830 2 0 0 0 0 0 0 2 13 1 0 0 0 0 0 14 0 0 0 0 0 0 0 0 0830 - 0845 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0845 - 0900 1 0 0 0 0 0 0 1 7 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 Hourly Total 5 0 0 0 0 0 0 5 32 4 0 0 0 0 0 36 0 0 0 0 0 0 0 0

Session Total 5 0 0 0 0 0 0 5 32 4 0 0 0 0 0 36 0 0 0 0 0 0 0 0

1700 - 1715 2 0 0 0 0 0 0 2 5 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 1715 - 1730 2 0 0 0 0 0 0 2 2 1 0 0 0 0 0 3 0 0 0 0 0 0 0 0 1730 - 1745 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1745 - 1800 5 0 0 0 0 0 0 5 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 Hourly Total 9 0 0 0 0 0 0 9 9 2 0 0 0 0 0 11 0 0 0 0 0 0 0 0

Session Total 9 0 0 0 0 0 0 9 9 2 0 0 0 0 0 11 0 0 0 0 0 0 0 0 1503 25 Waltham Chase - Manual Traffic Survey, Tuesday 31st March 2015

Junction: (3) A - Sandy Lane North / B - Bull Lane / C - Sandy Lane South

Approach: C - Sandy Lane South

N/B to A - Sandy Lane North Right to B - Bull Lane U-Turns to C - Sandy Lane South TIME CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL 0800 - 0815 3 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0815 - 0830 3 0 0 0 0 0 0 3 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0830 - 0845 2 1 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0845 - 0900 1 0 0 0 0 0 0 1 2 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 Hourly Total 9 1 0 0 0 0 0 10 3 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0

Session Total 9 1 0 0 0 0 0 10 3 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0

1700 - 1715 1 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1715 - 1730 6 1 0 0 0 0 0 7 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1730 - 1745 4 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1745 - 1800 3 0 0 0 0 1 0 4 3 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 Hourly Total 14 2 0 0 0 1 0 17 3 1 0 0 0 0 0 4 0 0 0 0 0 0 0 0

Session Total 14 2 0 0 0 1 0 17 3 1 0 0 0 0 0 4 0 0 0 0 0 0 0 0 1503 25 Waltham Chase - Manual Traffic Survey, Tuesday 31st March 3 J3 A - SJ3 J3 C - S J3 J3 N/A 7 2 ## FALSE FALSE FALSE FALSE

Junction: (3) A - Sandy Lane North / B - Bull Lane / C - Sandy Lane South

Vehicle Class: ALL CLASSES

Start Time: 1) 0800

End Time: 1) 0900

Peak Hour A - Sandy Lane Lane A - Sandy NORTH North 9 6 36

B - Bull Lane

10 3 South C - Sandy - C Lane

Note: The above diagram represents the Junction surveyed, although may not be the exact layout of the actual location.

Junction: (4) A - B2177 Winchester Road N / B - B2177 Winchester Road S / C - Bull Lane

Approach: A - B2177 Winchester Road N

S/B to B - B2177 Winchester Road S Right to C - Bull Lane U-Turns to A - B2177 Winchester Road N TIME CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL 0800 - 0815 77 6 4 0 1 0 0 88 0 2 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0815 - 0830 94 14 5 3 6 0 1 123 5 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0830 - 0845 94 9 5 1 0 0 0 109 2 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0845 - 0900 78 9 5 0 1 0 0 93 0 2 0 0 0 0 0 2 0 0 0 0 0 0 0 0 Hourly Total 343 38 19 4 8 0 1 413 7 4 0 0 0 0 0 11 0 0 0 0 0 0 0 0

Session Total 343 38 19 4 8 0 1 413 7 4 0 0 0 0 0 11 0 0 0 0 0 0 0 0

1700 - 1715 105 19 4 2 0 7 5 142 4 1 1 0 0 0 0 6 0 0 0 0 0 0 0 0 1715 - 1730 106 19 1 2 3 1 1 133 7 1 0 0 0 0 0 8 0 0 0 0 0 0 0 0 1730 - 1745 101 14 5 0 1 1 1 123 4 1 0 0 0 0 0 5 0 0 0 0 0 0 0 0 1745 - 1800 105 14 1 0 0 2 1 123 8 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 Hourly Total 417 66 11 4 4 11 8 521 23 3 1 0 0 0 0 27 0 0 0 0 0 0 0 0

Session Total 417 66 11 4 4 11 8 521 23 3 1 0 0 0 0 27 0 0 0 0 0 0 0 0 1503 25 Waltham Chase - Manual Traffic Survey, Tuesday 31st March 2015

Junction: (4) A - B2177 Winchester Road N / B - B2177 Winchester Road S / C - Bull Lane

Approach: B - B2177 Winchester Road S

Left to C - Bull Lane N/B to A - B2177 Winchester Road N U-Turns to B - B2177 Winchester Road S TIME CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL 0800 - 0815 6 0 0 0 0 0 0 6 86 17 3 3 2 0 1 112 0 0 0 0 0 0 0 0 0815 - 0830 2 0 0 0 0 0 0 2 96 14 3 1 0 0 2 116 0 0 0 0 0 0 0 0 0830 - 0845 3 0 0 0 0 0 0 3 96 19 11 1 0 0 2 129 0 0 0 0 0 0 0 0 0845 - 0900 5 0 0 0 0 0 0 5 91 13 6 0 0 0 1 111 0 0 0 0 0 0 0 0 Hourly Total 16 0 0 0 0 0 0 16 369 63 23 5 2 0 6 468 0 0 0 0 0 0 0 0

Session Total 16 0 0 0 0 0 0 16 369 63 23 5 2 0 6 468 0 0 0 0 0 0 0 0

1700 - 1715 5 0 0 0 0 0 0 5 65 8 4 1 0 0 0 78 0 0 0 0 0 0 0 0 1715 - 1730 8 0 0 0 0 0 0 8 96 8 1 0 1 0 1 107 0 0 0 0 0 0 0 0 1730 - 1745 3 0 0 0 0 0 0 3 102 8 4 3 0 0 1 118 0 0 0 0 0 0 0 0 1745 - 1800 8 1 0 0 0 0 0 9 77 10 2 0 0 0 1 90 0 0 0 0 0 0 0 0 Hourly Total 24 1 0 0 0 0 0 25 340 34 11 4 1 0 3 393 0 0 0 0 0 0 0 0

Session Total 24 1 0 0 0 0 0 25 340 34 11 4 1 0 3 393 0 0 0 0 0 0 0 0 1503 25 Waltham Chase - Manual Traffic Survey, Tuesday 31st March 2015

Junction: (4) A - B2177 Winchester Road N / B - B2177 Winchester Road S / C - Bull Lane

Approach: C - Bull Lane

Left to A - B2177 Winchester Road N Right to B - B2177 Winchester Road S U-Turns to C - Bull Lane TIME CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL 0800 - 0815 2 3 0 0 0 0 0 5 5 1 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0815 - 0830 7 1 0 0 0 0 0 8 4 2 2 0 0 0 0 8 0 0 0 0 0 0 0 0 0830 - 0845 4 0 0 0 0 0 0 4 8 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0845 - 0900 2 0 0 0 0 0 0 2 5 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 Hourly Total 15 4 0 0 0 0 0 19 22 3 2 0 0 0 0 27 0 0 0 0 0 0 0 0

Session Total 15 4 0 0 0 0 0 19 22 3 2 0 0 0 0 27 0 0 0 0 0 0 0 0

1700 - 1715 4 2 0 0 0 0 0 6 3 2 2 0 0 0 0 7 0 0 0 0 0 0 0 0 1715 - 1730 4 0 1 0 0 0 0 5 0 2 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1730 - 1745 6 0 0 0 0 0 0 6 3 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 1745 - 1800 3 1 0 0 0 0 0 4 3 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 Hourly Total 17 3 1 0 0 0 0 21 9 4 2 0 0 0 0 15 0 0 0 0 0 0 0 0

Session Total 17 3 1 0 0 0 0 21 9 4 2 0 0 0 0 15 0 0 0 0 0 0 0 0 1503 25 Waltham Chase - Manual Traffic Survey, Tuesday 31st March 4 J4 A - BJ4 J4 C - BJ4 J4 N/A 7 2 ## FALSE FALSE FALSE FALSE

Junction: (4) A - B2177 Winchester Road N / B - B2177 Winchester Road S / C - Bull Lane

Vehicle Class: ALL CLASSES

Start Time: 1) 0800

End Time: 1) 0900

Peak Hour Winchester Road Road Winchester

A - B2177 NORTH

N 11 413 19

C - Bull Lane

27 S 16 468 B - B2177 B2177 - B Winchester Road

Note: The above diagram represents the Junction surveyed, although may not be the exact layout of the actual location.

Junction: (5) A - Sandy Lane / B - A334 East / C - A334 West

Approach: A - Sandy Lane

Left to B - A334 East Right to C - A334 West U-Turns to A - Sandy Lane TIME CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL 0800 - 0815 4 0 0 0 0 0 0 4 6 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0815 - 0830 7 0 0 0 0 0 0 7 8 1 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0830 - 0845 2 1 0 0 0 0 0 3 6 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0845 - 0900 2 3 0 0 0 0 0 5 2 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 Hourly Total 15 4 0 0 0 0 0 19 22 1 0 0 0 0 0 23 0 0 0 0 0 0 0 0

Session Total 15 4 0 0 0 0 0 19 22 1 0 0 0 0 0 23 0 0 0 0 0 0 0 0

1700 - 1715 6 1 0 0 0 0 0 7 5 1 0 0 0 0 0 6 0 0 0 0 0 0 0 0 1715 - 1730 6 0 0 0 0 0 0 6 8 1 0 0 0 0 0 9 0 0 0 0 0 0 0 0 1730 - 1745 12 1 0 0 0 0 0 13 1 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1745 - 1800 6 1 0 0 0 0 0 7 5 1 0 0 0 0 0 6 0 0 0 0 0 0 0 0 Hourly Total 30 3 0 0 0 0 0 33 19 4 0 0 0 0 0 23 0 0 0 0 0 0 0 0

Session Total 30 3 0 0 0 0 0 33 19 4 0 0 0 0 0 23 0 0 0 0 0 0 0 0 1503 25 Waltham Chase - Manual Traffic Survey, Tuesday 31st March 2015

Junction: (5) A - Sandy Lane / B - A334 East / C - A334 West

Approach: B - A334 East

W/B to C - A334 West Right to A - Sandy Lane U-Turns to B - A334 East TIME CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL 0800 - 0815 100 17 3 0 0 0 0 120 8 2 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0815 - 0830 100 12 5 0 5 0 0 122 15 2 1 0 0 0 0 18 0 0 0 0 0 0 0 0 0830 - 0845 79 10 2 1 1 0 0 93 5 0 1 0 0 0 0 6 0 0 0 0 0 0 0 0 0845 - 0900 87 11 4 2 0 0 1 105 6 5 1 0 0 0 0 12 0 0 0 0 0 0 0 0 Hourly Total 366 50 14 3 6 0 1 440 34 9 3 0 0 0 0 46 0 0 0 0 0 0 0 0

Session Total 366 50 14 3 6 0 1 440 34 9 3 0 0 0 0 46 0 0 0 0 0 0 0 0

1700 - 1715 82 17 5 2 0 0 0 106 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1715 - 1730 70 10 1 0 2 0 3 86 3 1 0 0 0 0 0 4 0 0 0 0 0 0 0 0 1730 - 1745 87 8 1 2 1 1 0 100 7 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 1745 - 1800 58 6 3 0 2 1 1 71 10 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 Hourly Total 297 41 10 4 5 2 4 363 20 2 0 0 0 0 0 22 0 0 0 0 0 0 0 0

Session Total 297 41 10 4 5 2 4 363 20 2 0 0 0 0 0 22 0 0 0 0 0 0 0 0 1503 25 Waltham Chase - Manual Traffic Survey, Tuesday 31st March 2015

Junction: (5) A - Sandy Lane / B - A334 East / C - A334 West

Approach: C - A334 West

Left to A - Sandy Lane E/B to B - A334 East U-Turns to C - A334 West TIME CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL CAR LGV OGV1 OGV2 BUS P/CYCLE M/CYCLE TOTAL 0800 - 0815 5 0 0 0 0 0 0 5 59 9 7 1 0 0 1 77 0 0 0 0 0 0 0 0 0815 - 0830 13 0 0 0 0 0 1 14 78 8 5 0 0 0 2 93 0 0 0 0 0 0 0 0 0830 - 0845 5 1 0 0 0 0 0 6 62 10 3 0 0 0 0 75 0 0 0 0 0 0 0 0 0845 - 0900 8 0 0 0 0 0 0 8 58 14 4 1 0 0 0 77 0 0 0 0 0 0 0 0 Hourly Total 31 1 0 0 0 0 1 33 257 41 19 2 0 0 3 322 0 0 0 0 0 0 0 0

Session Total 31 1 0 0 0 0 1 33 257 41 19 2 0 0 3 322 0 0 0 0 0 0 0 0

1700 - 1715 2 3 0 0 0 0 0 5 82 13 2 1 0 0 1 99 0 0 0 0 0 0 0 0 1715 - 1730 4 1 0 0 0 0 0 5 97 7 2 0 0 0 1 107 0 0 0 0 0 0 0 0 1730 - 1745 4 0 0 0 0 0 0 4 65 10 4 1 0 0 0 80 0 0 0 0 0 0 0 0 1745 - 1800 10 0 1 0 0 0 0 11 68 8 3 0 0 0 0 79 0 0 0 0 0 0 0 0 Hourly Total 20 4 1 0 0 0 0 25 312 38 11 2 0 0 2 365 0 0 0 0 0 0 0 0

Session Total 20 4 1 0 0 0 0 25 312 38 11 2 0 0 2 365 0 0 0 0 0 0 0 0 1503 25 Waltham Chase - Manual Traffic Survey, Tuesday 31st March 1 J5 A - SJ5 J5 C - A J5 J5 N/A 7 2 ## FALSE FALSE FALSE FALSE

Junction: (5) A - Sandy Lane / B - A334 East / C - A334 West

Vehicle Class: ALL CLASSES

Start Time: 1) 0800

End Time: 1) 0900

Peak Hour A - Sandy Lane NORTH 23 19

C - A334 West B - A334 East

33 46

322 440

Note: The above diagram represents the Junction surveyed, although may not be the exact layout of the actual location.

AM Network Peak 49 (0800 - 0900)

42 Clewers Hill Curdridge Lane Curdridge Lane 153 276 Forest Road

145 255

15 424

45 487 SITE Winchester Road

9 Bull Lane 46 10 41

PM Network Peak 65 (1700 - 1800)

47 Clewers Hill Curdridge Lane Curdridge Lane 162 220 Forest Road

109 239

24 548

29 387 SITE Winchester Road

11 Bull Lane 36 17 20

PROJECT DATE DRAWN BY Waltham Chase Clover House 30/06/15 ARM Western Lane SCALE CHK BY TITLE Odiham - ITR Observed Traffic Flows CLIENT Hampshire, RG29 1TU Linden Homes

Along Sandy Lane DRAWING No. REV No. Tel: 01256 703355 AM & PM Network Peak Fax: 01256 704934 Email: [email protected] Bellamy Roberts LLP (trading as Bellamy Roberts) is a Limited Liability Partnership registered in England. Reg.No.OC303725, Quality Assured Firm ISO9001 Certificate Number 3631/02, Ordnance Survey Licence Number 100017631

AM Network Peak 51 (0800 - 0900)

52 Clewers Hill Curdridge Lane Curdridge Lane 160 281 Forest Road

147 256

20 427

62 488 SITE Winchester Road

11 Bull Lane 49 11 42

PM Network Peak 74 (1700 - 1800)

51 Clewers Hill Curdridge Lane Curdridge Lane 166 222 Forest Road

116 243

40 550

37 390 SITE Winchester Road

12 Bull Lane 37 19 23

PROJECT DATE DRAWN BY Waltham Chase Clover House 30/06/15 ARM Western Lane SCALE CHK BY TITLE Odiham - ITR Traffic Flows CLIENT Hampshire, RG29 1TU Linden Homes

Along Sandy Lane with DRAWING No. REV No. Tel: 01256 703355 Develpoment Traffic Fax: 01256 704934 AM & PM Network Peak Email: [email protected]

LUKEN BECK

WINCHESTER DISTRICT LOCAL PLAN PART 2 ‐ DEVELOPMENT MANAGEMENT AND SITE ALLOCATIONS PUBLICATION (PRE‐SUBMISSION) LOCAL PLAN 2015

CONSULTATION RESPONSE IN RESPECT OF POLICY SW2 – LOWER CHASE ROAD OPEN SPACE ALLOCATION, SWANMORE

ON BEHALF OF LINDEN HOMES SOUTH/S. GRAY ESQ

DECEMBER 2015

LUKEN BECK

1. Introduction

This representation to the Winchester District Local Plan Part 2 – Development Management and Site Allocations Pre‐submission Plan is submitted in respect of the Lower Chase Road Open Space Allocation, Swanmore – Policy SW2 ‐ on behalf of Linden Homes South and S. Gray Esq, the landowner.

The representation follows and refines representations submitted in 2014 on behalf of the landowner to the Consultation Draft version of the plan. This representation supports the principle of Policy SW2 ‐ the Lower Chase Road Open Space Allocation in the Local Plan Part 2 DPD, but proposes a change to the detail to ensure the Plan is justified in respect of that allocation.

2. Site Location

Towards the south‐western edge of the built‐up area of Swanmore, east of Lower Chase Road and north‐east of the recently constructed playing field associated with Swanmore Community of Technology. The land is shown as site SW2 on the summary map of Swanmore policies in the Local Plan Part 2 Pre‐submission Draft, as below:

LOWER CHASE ROAD, SWANMORE

LUKEN BECK

3. Winchester District Local Plan Part 2: Development Management and Site Allocations

Policy SW2 states that:

Policy SW2 – Lower Chase Road Open Space Allocation Land at Lower Chase Road, as shown on the Policies Map, is allocated for the development of public open space with limited housing. Planning permission will be granted provided that detailed proposals accord with the Development Plan and meet the following specific development requirements:

Nature & Phasing of Development ‐ the majority of the site, behind properties in Lower Chase Road, Broad Lane and Crofton Way should be developed for public open space to address local needs, funded by a small number of dwellings in the south‐west part of the site.

Access ‐ provide safe vehicle, pedestrian and cycle access from Lower Chase Road; ‐ provide a new footpath/cycleway through the site, accessing the open space and linking with housing and open space at Swanmore College (policy SW1) to provide access between Lower Chase Road and New Road.

Environmental ‐ provide landscaping to enhance the proposed open space areas and protect the amenities of adjoining housing and the open character of the settlement Gap, retaining and reinforcing important trees and hedgerows within the area. ‐ provide substantial open space suitable for the location, such as Informal Open Space, Parkland and Allotments, to help address existing local shortfalls.

Other Infrastructure ‐ contribute to the expansion of Swanmore College of Technology and other infrastructure needed to make the development acceptable in planning terms.

The policy is the result of discussion between various stakeholders including Winchester City Council, Swanmore Parish Council, the landowner’s consultants and the local community (via the Parish Council). The proposed allocation is therefore an example of positive planning being applied to an area of land that has become isolated in land use terms and is at risk of becoming, at best, under‐utilised and at worst a liability in terms of the potential for unauthorised access, fly tipping and other anti‐social behaviour. The allocation acknowledges that in order to secure a certain and viable future for the site the preferred majority use as open space value will need to be enabled by a more limited development value. The principle of the allocation is therefore considered sound.

LOWER CHASE ROAD, SWANMORE

LUKEN BECK

However it is considered that the detail requirements of the proposed allocation require some modification in order to ensure that the policy is justified as the most appropriate strategy for the site. The suggested modification is set out below.

4. Suggested Variation to the Site Specific Development Requirements

The draft Local Plan Part 2 Policy SW2 is supported but considered unduly restrictive in terms of the area proposed for housing.

The extent of the proposed housing within the Policy SW2 allocation as shown on the Policy Map for the Swanmore extends along the south‐western boundary to line up with the extent of the neighbouring gardens on Lower Chase Road to the north. This is considered to be unduly restrictive given the area of the Policy SW2 allocation and its characteristics. A larger area allocated for housing could allow greater flexibility for the housing layout whilst readily retaining an adequate area for public open space to meet local needs. This would avoid the potential for a cramped development that could be out of character with neighbouring residential properties along Lower Chase Road. By increasing the common boundary between the housing and the public open space, the extended housing area would also allow better surveillance of the open space and help ensure that it would not become an isolated, backland location. As such it would represent a more appropriate strategy for the site than the current draft allocation.

The suggested alternative is therefore that the housing area should extend along the entire south‐western boundary of the allocation, as far as the rear gardens of properties on Crofton Way, rather than ending in line with neighbouring gardens to the north as is currently proposed. The main change would be to the Policy SW2 allocation on the Swanmore Policy Map; the text to Policy SW2 text would need to be changed to read:

‘… Nature & Phasing of Development ‐ the majority of the site, behind properties in Lower Chase Road, Broad Lane and Crofton Way should be developed for public open space to address local needs, funded by a small number of dwellings in the south‐western and southern part of the site….’

Luken Beck MDP Ltd.

December 2015

LOWER CHASE ROAD, SWANMORE