"I consider that the main issue in this case is whether the proposal would amount to sustainable development, with particular reference to: housing land supply; the effect on the safety and convenience of highway users; the effect on the character and appearance of the area; the effect on housing supply, with reference to Affordable Housing and housing mix; the effect on biodiversity; the effect on public water supply; whether the scheme would make adequate provision for infrastructure and facilities necessary to support the development; and, the degree to which facilities and services would be accessible from the site by sustainable modes of transport."
"Neither the Council nor the Highway Authority object to the scheme on the basis of its effect on the safety and convenience of highway users. Nonetheless, I have had regard to the concerns raised by other interested parties, including Shiplake Parish Council."
"29. At the request of the Highway Authority, route A has been the subject of a Stage 1 Road Safety Audit (RSA). The RSA identifies that ‘although the A4155 is subject to a 30 mph speed limit in this location, it is semi-rural and has a straight alignment on the southern approach to the junction with Station Road. If drivers travel at speeds greater than 30 mph, there may be insufficient stopping sight distance (SSD) in the event that a pedestrian steps out to cross the road from the inside of the bend at the proposed pedestrian crossing. There is a risk, therefore, that pedestrians may be struck by passing vehicles with resultant serious injury. Checks should be made to ensure the 43 metre visibility envelope shown on the application plans is adequate for vehicle approach speeds.’ 30. The Designer’s Response to Stage 1 Road Safety Audit suggests that the proposed visibility envelope ‘has been shown for the posted speed limit of the road and the proposed pedestrian crossing is well within the 30 mph speed limit zone and at a sharp-bend in the road alignment, therefore vehicle speeds should be at or below the posted 30 mph speed limit.’ However, based on what I have read, heard and seen, I consider that little reliance can be placed on this view. Records of speed surveys undertaken along the 30 mph section of Reading Road in the vicinity of the appeal site show 85th percentile speeds significantly in excess of the 30 mph speed limit. Whilst the appellant has indicated that the proposed highway works in the vicinity of the appeal site entrance would be likely to have a traffic calming effect, there is no evidence before me to show that this would be likely to significantly depress traffic speeds approaching the proposed crossing point at the war memorial island, which is some distance away. I have had regard to the guidance set out in Manual for Streets to the effect that reduced forward visibility tends to reduce average speeds. Nonetheless, based on my own observations, both as a driver and pedestrian travelling along Reading Road, I saw little evidence that the bends in the road in the vicinity of the proposed crossing point caused traffic to slow to any significant degree. 31. With reference to the speed survey results, the appellant indicated at the Inquiry that vehicles may require SSDs of up to around 63 metres northbound and 87 metres southbound. I have not been provided with any compelling evidence to show that this could be achieved in the vicinity of the proposed crossing at the war memorial and consider it unlikely on the basis of my own observations. 32. Whilst the Highways and Transport Statement of Common Ground (SoCGH) indicates that the detailed design process may reveal a more suitable point at which to cross Reading Road, no details of likely alternatives have been provided to me. Given the winding nature of the highway hereabouts, which restricts intervisibility between drivers and pedestrians crossing the road, I am not convinced that a suitable alternative could be found. I give the unsupported assertion contained within the SoCGH little weight. 33. The TA indicates that over 50 pedestrians are likely to travel to, and a similar number away from, the site each day. I saw that in the morning and early evening, when pedestrians would be most likely in my view to want to travel between the appeal site and facilities within Lower Shiplake, such as the train station and school bus pick-up points, traffic conditions along the A4155 were busy. I have no reason to believe that these conditions were unusual. Due to the limited intervisibility between pedestrians starting to cross the highway in the vicinity of the war memorial and drivers approaching along the A4155, I consider that there would be a significant risk of pedestrians crossing when approaching drivers have insufficient time to react to avoid a collision. Furthermore, drivers who are able to stop in time to avoid a pedestrian part way across the highway would themselves potentially interrupt the free flow of traffic. In my judgement, the use of the proposed crossing would be likely to pose a serious threat to the safety and convenience of highway users. 34. I conclude that the proposal would be likely to have a severe adverse residual cumulative effect on the safety and convenience of highway users. In this respect it would conflict with the aims of Policy T1 of the South Oxfordshire Local Plan 2011 (LP), which are consistent with the Framework insofar as it seeks to ensure that safe and suitable access to the site is provided and that conflicts between traffic and pedestrians are minimised. This harm weighs heavily against the grant of planning permission in this case."
"Nonetheless, the scheme would have a severe adverse residual cumulative effect on the safety and convenience of highway users. I attach great weight to this harm, which weighs very heavily against the scheme. Furthermore, it would have an adverse effect on the character and appearance of the area, which also weighs significantly against it."
"Having had regard to the social, environmental and economic impacts of the scheme, I consider on balance that the benefits of the proposal would be significantly and demonstrably outweighed by its adverse impacts. Whilst I have had regard to the conditions suggested, in my judgement, it would not be possible through the imposition of reasonable conditions to mitigate the harm that I have identified sufficiently to make the development acceptable in planning terms. I conclude overall, with reference to the Framework, that the scheme would not amount to sustainable development."
"The information contained within this SoCG is considered by both Cole Easdon Consultants Limited (CEC) and OCC to fully address and therefore overcome refusal reason 2, whilst also addressing other matters raised in the LHA's consultation response. As such, there are not highway related matters which remain unresolved."
"'Access point 4' connects to Reading Road (A4155) at the south-eastern corner of the site and it is agreed that it will provide access for pedestrians wishing to walk along the proposed footway (on the west side of Reading Road) towards Lower Shiplake village centre."
"Whilst it is agreed that the site access arrangement, abovementioned access points and proposed footway along Reading Road will all be subject to detailed design, the remainder of this Section outlines the design principles that have been agreed."
"Access Point 4 will lead from the south eastern corner of the site where it will link with the proposed footway to be constructed in a southerly direction along the western side of Reading Road (A4155) (refer to Section 5.0 of the SoCG). A staggered barrier arrangement is proposed immediately before the footpath reaches the western side of the A4155 carriageway. This detail is agreed, and is shown on CEC Plan 3537/201 Revision H [Proposed Site Access Ghost Island Right Turn Lane] in Appendix 1. This footway will also be 2m wide."
"5.5 With regard to the new footway along the west side of Reading Road (A4155), from the south east corner of the proposed development site to the junction of Reading Road (A4155) with Station Road, it is agreed that this will be implemented by the developer via a Section 278 Legal Agreement. 5.6 CEC Plan 3537/202 Revision A [Proposed Footway Route to Local Facilities] in Appendix 1 shows the proposed footway and is agreed. The proposed footway will be subject to detailed design, on a topographical survey base, where that detailed design will need to be submitted to and approved by the local highway authority prior to implementation. Refer to Section 6.0 for further detail."
"Further to OCC's consideration of the two documents described in paragraph 5.7 (via Revision A of this SoCG) it is agreed that: • with regard to Auditors' Safety Concern Reference 3.1, whilst the footway route is agreed in principle, the detailed design process may reveal a more suitable point (with respect to available visibility splays) at which to cross Reading Road (A4155) than that presently shown CEC Plan 3537/2012 Revision A; and • with regard to Auditors' Safety Concern Reference 4.1, the footway implementation will be subject to detailed design which may include the provision of street lighting."
"Footway Prior to Occupation. Prior to the first occupation of the development hereby permitted, the footway alongside the Reading Road (A4155) and crossing point as illustrated in principle on Drawing 3537/202 Revision A, shall be laid out, constructed and completed in accordance with specification to be submitted to and approved in writing by the Local Planning Authority."
"The Stage 1 road Safety Audit is contained in Appendix 3. The findings of the Road Safety Audit are self-explanatory. Also provided within Appendix 3 is the Designer's Response to the Road Safety Audit, where the former document addresses the minor points raised by the auditors (emphasis added)."
"Although the A4155 is subject to a 30mph speed limit in this location, it is semi-rural and has a straight alignment on the southern approach to the junction with Station Road. If drivers travel at speeds greater than 30mph there may not be sufficient stopping sight distance in the event that a pedestrian steps out to cross the road from the inside of the bend at the proposed pedestrian crossing location. There is a risk, therefore, that pedestrians may be struck by passing vehicles with resultant serious injury."
"Recommendation. Checks should be made to ensure the 43m visibility envelope shown on CEC Plan 3537.202(A) [Proposed Footway Route to Local Services], enclosed within Appendix 1, at the proposed pedestrian crossing point is adequate for the vehicle approach speeds along the A14155."
"Safety Concern The 43m visibility envelope shown on CEC Plan 3537/202(A) [Proposed Footway Route to Local Services], enclosed within Appendix 1, for the proposed pedestrian crossing location will require the trimming and/or removal of the hedgerow/vegetation on the inside of the bend at the junction between A4155 and Station Road. The visibility envelope will not otherwise be achievable with the resultant significant risk that pedestrians may be struck by passing vehicles."
"Recommendation Ensure that the trimming/removal of the hedgerow is deliverable and that there are no other obstructions within the visibility envelope. The visibility envelope should be kept clear thereafter."
"Designers Response Visibility has been shown for the posted speed limit of the road and the proposed pedestrian crossing is well within the 30mph speed limit zone and at a sharp s-bend in the road alignment, therefore vehicle speeds should be at or below the posted 30mph speed limit. However, should the local highway authority require, further speed tests could be carried out to obtain actual vehicle speeds and the pedestrian visibility splays adjusted accordingly."
"Designers Response. Extent of Public Highway data has been obtained from Oxfordshire County Council (OCC). This has confirmed that the visibility envelope shown on drawing no. 3537/201 Rev A is achievable within public highway. A copy of this plan is contained in appendix 1."
"3.1 Shiplake Parish Council (SPC) was represented at the PLI and evidence on their behalf was given by Mr Tudor Taylor, Chairman of SPC. Mr Taylor produced a statement which made reference to the A4155 Reading Road and the issue of road safety, access and pedestrian accessibility. Mr Taylor's statement did not contain any criticism of the available visibility at the proposed crossing point. 3.2 Mr David Cooper, advocate for the Applicant, offered for Brett Farmery to be called in order to deal with points arising during the PLI and to answer any specific question which the Inspector (a qualified Engineer) may wish to put to him, notwithstanding the fact that a Statement of Common Ground (Highways) was in place between the Appellant and the local highway authority. 3.5 I have seen Brett Farmery's Witness Statement on this matter and concur with the statements made therein concerning the Inspector's questions. I confirm that I am also familiar with the two Technical Notes referred to by Brett Farmery, dated15th December 2014 and the second document dated17th December 2014 .3.7 Tudor Taylor of SPC raised a question concerning lighting at the possible crossing point on Reading Road and Brett Farmery said that, in his opinion, this was a detailed matter which could be dealt with in due course. The Inspector invited Brett Farmery to express a view to which Brett Farmery replied that it may be appropriate to light the crossing but not the path. David Cooper did not conduct a re-examination."
"2.3 These matters were addressed at the Inquiry on Friday 12th December, where specific interest was taken by the Inspector in the required visibility splays for the site access proposal, and the two sets of speed survey results available (by CEC and OCC respectively). None of my responses were queried, and I was not cross-examined. I also addressed questions from third parties. I produced the Technical Note dated15th December 2014 (attached hereto as BF2) further to the Inspector's request that day, and issued this to him on16th December 2014 . Part of the Technical Note related to visibility splay (Stopping Sight Distance or SSD) calculations for the site access proposal. Within the Technical Note, I advocated that the CEC surveys were more relevant to the site access design than the OCC survey. 2.4 I subsequently attended the Inquiry again on 17th December to answer specific queries from the Inspector about the aforementioned Technical Note. At the Inspector's request, I then prepared a subsequent Technical Note dated 17th December (attached hereto as BF3). This second Technical Note provided additional calculations based on the OCC survey results, but again, solely in relation to the site access design (as confirmed by the title block information in the appendices to that document). 2.6 The visibility splay calculations presented in the two aforementioned Technical Notes were undertaken with regard to the site access design. 2.8 At no point was any concern raised by the Inspector regarding the available visibility splays a the proposed crossing location. 3.3. At no point during the Inquiry (and the associated accompanied site visit) were concerns raised by the Inspector about visibility splays at the proposed crossing location. Further to my statement in paragraph 2.7 above, had such concerns been raised, I would have suggested that localised speed surveys be undertaken. CEC have their own (independently calibrated) radar gun, and could have obtained an indication of vehicle speeds approaching the crossing in one morning or afternoon during the Inquiry period (or the lengthy adjournment period). Alternatively, a suitably worded condition could readily have been imposed, requiring details of the crossing point to be submitted and approved by the local highway authority prior to commencement of development (i.e., if a satisfactorily designed and located crossing point could not be agreed, the development could not proceed)."
"Access arrangements, particularly pedestrian, are convoluted, inadequate and over engineered in order to provide an access to and across a busy and dangerous main road, arrangements which in our local view are unsafe."
"The development proposes to link to the village via a footpath along the western edge of the road with a road crossing point near the bend of the war memorial and across A4155/Woodland Road/Station Road junction. This walk would be unpleasant and difficult to negotiate, particularly at the busy three-way junction."