ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE: … · ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE:...
Transcript of ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE: … · ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE:...
ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE: APPLICATION S.16/0043/OUT
NON-MOTORISED USER AUDIT: CONTEXT REPORT
ECOTRICITY (NEXT GENERATION) LTD
JANUARY 2017
PAGE LEFT INTENTIONALLY BLANK
ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE: APPLICATION S.16/0043/OUT NON-MOTORISED USER AUDIT: CONTEXT REPORT
i E161-DOC10 NMU Context Report
JANUARY 2017
DOCUMENT CONTROL
Job No E161
File Reference G:\workfiles\E161\REPORTS\E161-DOC10 NMU Context Report.docx
Name Date Initials
Prepared By E Spencer 12.01.2017
Checked By C J Mumford 13.01.2017
Issue Date Comments Approved
1 16.01.2017
G Eves
This document has been prepared for the exclusive use of the client in connection with the project and its copyright remains vested in PFA Consulting. Unless otherwise agreed in writing by PFA Consulting, no person or party may copy, reproduce, make use of or rely upon its contents other than for the purposes for which it was originally prepared and provided. Opinions and information provided in this document have been provided using due care and diligence. It should be noted and is expressly stated that no independent verification of any information supplied to PFA Consulting has been made. Warning: This document may contain coloured images which may not print satisfactorily in black and white. It may also contain images originally created at a size greater than A4 which may not print satisfactorily on small printers. If copying is authorised but difficulty is incurred in reproducing a paper copy of this document, or a scaled copy is required, please contact PFA Consulting. Authorisation for reproducing plans based upon Ordnance Survey information cannot be given. © PFA Consulting Ltd 2016
ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE: APPLICATION S.16/0043/OUT NON-MOTORISED USER AUDIT: CONTEXT REPORT
ii E161-DOC10 NMU Context Report
JANUARY 2017
PAGE LEFT INTENTIONALLY BLANK
ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE: APPLICATION S.16/0043/OUT NON-MOTORISED USER AUDIT: CONTEXT REPORT
iii E161-DOC10 NMU Context Report
JANUARY 2017
CONTENTS
PAGE NO.
1. INTRODUCTION ...................................................................................... 1
2. THE PROPOSALS ..................................................................................... 3
Eco Park ............................................................................................................................................................. 3
Transport Assessment ....................................................................................................................................... 3
Access Proposals ................................................................................................................................................ 4
Access from the A419 ................................................................................................................................... 4
Mitigation at M5 Junction 13 ....................................................................................................................... 4
3. DEVELOPMENT PROPOSALS OF RELEVANCE ................................................ 5
4. NMU AND MOTORISED TRAFFIC DATA ....................................................... 6
Traffic Data ........................................................................................................................................................ 6
Collision Data ..................................................................................................................................................... 6
Bus Services ....................................................................................................................................................... 7
Existing NMU Provision ...................................................................................................................................... 8
Desire Lines ........................................................................................................................................................ 9
5. STRATEGIC OBJECTIVES ......................................................................... 10
6. TRIP GENERATORS ................................................................................ 10
7. VIEWS OF CONSULTED ORGANISATIONS .................................................. 10
8. CONFLICT POINTS ................................................................................. 11
9. SCHEME OBJECTIVES ............................................................................. 12
FIGURES Figure 1.1 Site Location Figure 4.1 Existing Bus Services Figure 4.2 GCC Public Rights of Way Mapping Figure 4.3 National Cycle Network Route 45 APPENDICES Appendix A Drawing E161/06 Rev B: Signalised Site Access and A419 Dualling Appendix B Draft Revised Indicative Concept Plan Appendix C Drawing E161/09 Rev A: M5 Junction 13 Proposed Traffic Signals Appendix D Existing and Predicted Traffic Flows Appendix E Collision Plans Appendix F Potential Cycle Route Improvements
ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE: APPLICATION S.16/0043/OUT NON-MOTORISED USER AUDIT: CONTEXT REPORT
iv E161-DOC10 NMU Context Report
JANUARY 2017
ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE: APPLICATION S.16/0043/OUT NON-MOTORISED USER AUDIT: CONTEXT REPORT
1 of 12 E161-DOC10 NMU Context Report
NOVEMBER 2016
1. INTRODUCTION
This Non-Motorised User (NMU) Context Report has been prepared by PFA Consulting on behalf 1.1.of Ecotricity (Next Generation) Ltd in conjunction with the need for a NMU Audit of the highway works proposed as part of an Eco Park (planning application S.16/0043/OUT) on land at Junction 13 on the M5, west of Stonehouse. The location of the proposed Eco Park in relation to M5 Junction 13 and to the A419 is shown on Figure 1.1.
Figure 1.1: Site Location
The proposed highway works include: 1.2.
Partial signalisation of M5 Junction 13 (Drawing E161/09 Rev A) Dualling of the A419 between M5 Junction 13 and Chipmans Platt Roundabout and
provision of a traffic signal controlled junction for access into Eco Park (Drawing E161/06 Rev A)
The M5 Motorway forms part of the Strategic Road Network (SRN), and is the responsibility of 1.3.Highways England (HE). As set out in The strategic road network - Planning for the future: A guide to working with Highways England on planning matters, September 2015, any proposed mitigation measures affecting the SRN should be the subject of a NMU Audit in accordance with DMRB Volume 5 Section 2 Part 5 HD 42/05: Non-Motorised User Audits. Whilst the A419 is not part of the SRN, Gloucestershire County Council (GCC), in its capacity as the local highway authority, has requested that the proposed dualling and new traffic signal junction are also subject to a NMU Audit.
ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE: APPLICATION S.16/0043/OUT NON-MOTORISED USER AUDIT: CONTEXT REPORT
2 of 12 E161-DOC10 NMU Context Report
NOVEMBER 2016
A NMU Audit, as defined by HD 42/05 (para. 1.4), is: 1.4.
A systematic process applied to Highway Schemes, by which the Design Team identifies scheme objectives for NMUs, documents the design decisions affecting NMUs, and reviews designs and construction to assess how well objectives have been achieved.
NMUs are considered to be pedestrians, cyclists and equestrians. NMU Audits require particular 1.5.consideration to be given to the needs of disabled people (HD 42/05 para. 1.5).
The objectives of the NMU Audit (HD 42/05 para. 1.7) are to: 1.6.
encourage the Design Team to take all reasonable opportunities to improve the services offered to NMUs;
prevent conditions for NMUs being worsened by the introduction of Highway Schemes; document design decisions that affect NMUs.
The NMU Audit for the proposed highway works is to be carried out by PFA Consulting as Design 1.7.Team in accordance with DMRB Volume 5 Section 2 Part 5 HD 42/05 Non-Motorised User Audits.
The NMU Audit consists of two elements: 1.8.
NMU Context Report - Collation of background information relevant to NMUs. NMU Audit Report - Consideration of NMUs within the design process and following
construction. A NMU Audit Report is prepared for each design stage, as appropriate.
This NMU Context Report has been prepared with reference to HD 42/05 and accordingly aims to 1.9.provide a summary of all available information relevant to existing and potential patterns of use by NMUs within the design life of the scheme. It also sets out the opportunities and objectives to improve conditions for NMUs.
HD 42/05 para 3.6 explains that the NMU Context Report must be produced at the earliest 1.10.possible stage, ideally prior to preliminary design. Para 3.7 goes on to explain that the most likely stages for completion of NMU Audit Reports are:
Preliminary Design Detailed Design Completion of Construction
In this case, a planning application has been submitted accompanied by preliminary designs, and 1.11.has been subject to public consultation via the planning application process, a public exhibition, and meetings with the local parish council (Eastington). Feedback from the various consultations has been incorporated into revisions to the proposals. It is therefore considered that the appropriate stage for the NMU Audit will be Detailed Design.
The NMU Context Report is submitted to both HE and GCC, as the relevant highway authorities, 1.12.for approval.
Key personnel from PFA Consulting are: 1.13.
Design Team Director: Graham Eves BSc CEng MICE MCIHT Design Team Leaders: Kris Willis & Caroline Mumford BA(Hons) MSc CMILT MCIHT MTPS NMU Audit Leader: Elisabeth Spencer BSc(Hons) MSc CMILT MCIHT MTPS
ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE: APPLICATION S.16/0043/OUT NON-MOTORISED USER AUDIT: CONTEXT REPORT
3 of 12 E161-DOC10 NMU Context Report
NOVEMBER 2016
2. THE PROPOSALS
Eco Park Eco Park includes the following elements: 2.1.
Sports Complex, the southern area, land south of theA419 and east of the M5 Green Technology Hub, the northern area, land north of the A419 and east of the M5 Nature Conservation Area, the western area, land west of the M5
The Sports Complex includes a new 5,000 spectator capacity stadium for Forest Green Rovers 2.2.Football Club (FGRFC) as well as some sports facilities which will be open to the public. Also on the Sports Complex site there will be up to 4,000 B1 office space for Ecotricity. The Green Technology Hub will comprise a mixed use commercial and employment area of up to 37,300sqm of B1 and up to 22,800sqm of B2/B8.
Access is proposed from a new traffic signal controlled junction on the A419 some 400m south 2.3.east of Junction 13. The nature conservation area to the west of the M5 is reached on foot via an existing tunnel under the M5 from the Sports Complex site.
Transport Assessment A Transport Assessment was submitted in support of the planning application in January 2016. 2.4.
Following the receipt of consultation responses from a number of organisations including HE and 2.5.GCC, a draft Supplementary Transport Assessment was submitted to HE and GCC in July 2016; the Supplementary Transport Assessment also formed part of the Further Environmental Information (FEI) submitted to Stroud District Council in September 2016. Amongst other matters, it contained the results of an S-Paramics microsimulation model of the A419 between the A38 west of the M5 and Chipmans Platt roundabout to the east.
The Supplementary Transport Assessment also set out revised arrangements for pedestrian and 2.6.cycle access to the development (para 2.34):
Pedestrian footway up to 3m in width (depending on land availability) to be provided on the south side of the A419 from Chipmans Platt roundabout westwards to the site access. East of Chipmans Platt roundabout, this will connect to the footway on the south side of the A419 east of Spring Hill, leading towards Stonehouse
Cycle route to be signed along Chipmans Platt Lane, connecting with National Cycle Route 45 (NCN 45) at Spring Hill
Connection between Chipmans Platt Lane and the A419 to be improved to allow access for cycles, pedestrians and mobility scooters
K barrier or similar to be provided at the junction Chipmans Platt Lane and the A419 to prevent use by motorcycles
Traffic signal controlled crossing of the A419 to be incorporated into the site access arrangements, to allow pedestrian and cycle movements from the proposed pedestrian / cycle route into the GTH on a normal working day
Ramped footbridge to be provided across the A419 from the GTH to the Sports Complex Pedestrian, cycle and bus only access through the GTH from the A419 to Grove Lane,
along the line of the existing public footpath
The revised arrangements are shown on Drawing E161/06 Rev B in Appendix A, and / or on the 2.7.Draft Revised Indicative Concept Plan at Appendix B.
ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE: APPLICATION S.16/0043/OUT NON-MOTORISED USER AUDIT: CONTEXT REPORT
4 of 12 E161-DOC10 NMU Context Report
NOVEMBER 2016
A response to the draft Supplementary Transport Assessment was received from HE on 28 July 2.8.2016. Additional Transport Information (ATI) to provide clarification to HE on a number of matters was included with the FEI in September 2016.
Following a review of the ATI, HE confirmed that it is largely content with the proposals but with a 2.9.few outstanding details which included some minor amendments to the access proposals, described below, and a Stage 1 RSA and NMU Audit.
A response to the Supplementary Transport Assessment was received from GCC dated 24 October 2.10.2016 and a meeting was held on 21 November 2016. A number of amendments to the traffic modelling and assessment were requested and these are in preparation.
Information on vehicular traffic flows and NMU desire lines has been taken from the Transport 2.11.Assessment, draft Supplementary Transport Assessment and Additional Transport Information, as appropriate.
Access Proposals
Access from the A419 Vehicular access to Eco Park is proposed from a new traffic signal junction on the A419 some 2.12.
400m south east of M5 Junction 13. The proposed layout is shown on Drawing E161/06 Rev B reproduced in Appendix A.
The scheme includes dualling of the A419 between the M5 and Chipmans Platt, provision for 2.13.pedestrians and cyclists on the south side of the A419 between Chipmans Platt and the Eco Park access, and a signal controlled crossing within the junction on the south east arm of the A419.
As a single carriageway road, the current speed limit on this section of the A419 is 60mph. As part 2.14.of the improvements it is intended that the speed limit will be reduced to 50mph, the traffic signals serving to moderate speeds on the new dual carriageway.
Generally, parking for the Sports Complex, including the FGRFC Stadium, is to be provided in a 2.15.multi storey car park within the Sports Complex on the south side of the A419. For matches when the stadium car park is anticipated to be at capacity, parking for traffic approaching from the A419 will be provided within the Green Technology Hub to the north, enabling left turns only in to parking, controlled by variable message signing and the appropriate personnel. HE asked for an S-Paramics assessment to be undertaken incorporating a high demand for pedestrians crossing. However, a pedestrian / cycle bridge is to be provided in addition to the at-grade crossing at the traffic signals, and on a major match day use will be enforced by security personnel. Pedestrian flows at the crossing will therefore be minimal on such occasions. The bridge is identified on Drawing E161/06 Rev B in Appendix A and on the Draft Revised Indicative Concept Plan in Appendix B.
The crossing facility at the traffic signals has been retained to allow safe crossing on an average 2.16.day when security personnel are not in place to enforce the use of the bridge, and pedestrians and cyclists may be tempted to cross at surface level. It should be noted that the proposed crossing at the traffic signals coincides with the location of a public right of way to the north and south of the A419.
Mitigation at M5 Junction 13 The Supplementary Transport Assessment explains that the introduction of the Eco Park 2.17.
development was originally found by the S-Paramics model to increase queueing on the M5 off
ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE: APPLICATION S.16/0043/OUT NON-MOTORISED USER AUDIT: CONTEXT REPORT
5 of 12 E161-DOC10 NMU Context Report
NOVEMBER 2016
slips, most notably the M5 south off slip in the PM peak. Eco Park also increased queueing on the A419 east approach to M5 Junction 13 in the PM peak, with queues extending back along the A419 through the proposed site access signal controlled junction as far as Chipmans Platt roundabout. To mitigate this impact signalisation of the M5 off slips and the A419 east approaches to M5 Junction 13 is proposed. The modelling shows that this reduces the queuing and journey times to acceptable levels in all time periods for all scenarios.
An indicative layout for the partial signalisation of M5 Junction 13 is shown on Drawing E161/09 2.18.Rev A reproduced in Appendix C. HE requested that to safeguard the operation of the mainline M5 from queues on the off-slips, the proposed signals at Junction 13 should include ‘back-stop’ queue loops which could be used to clear the off-slips in the event of a large queue forming on these approaches. With the ‘back-stop’ queue loops included, HE accepts that the mitigation scheme is able to address capacity concerns at M5 Junction 13.
Back-stop queue loops on the off-slips are indicated on Drawing E161/09 Rev A in Appendix C. 2.19.
3. DEVELOPMENT PROPOSALS OF RELEVANCE
Development proposals of relevance include Eco Park and Land West of Stonehouse. The 3.1.proposed highway works, the subject of this NMU Context Report, are related to Eco Park. The Eco Park proposals are discussed in Section 2 of this report as well as summarised in Table 3.1. The assessment has specifically included Land West of Stonehouse as committed development. Table 3.1 includes a brief summary of both development proposals.
Table 3.1: Development Proposals of Relevance
Reference Address Development Status
S.16/0043/OUT Land At M5 Junction 13 West Of Stonehouse Eastington, Gloucestershire [Eco Park]
5,000 capacity football stadium and other ancillary uses (Use Class D2); up to 41,300m2 of B1 floor space; up to 22,800m2 of B2 / B8 floor space; indoor football playing pitch (Use Class D2), other recreational uses (Use Class D2); leisure facilities (Use Class D2), Transport Hub (including ancillary parking for cars and coaches, and a drop off point for buses and taxis), with all matters reserved save for access.
Pending Consideration
S.14/0810/OUT Land West Of Stonehouse Nastend Lane, Nastend, Stonehouse, Gloucestershire
A mixed use development comprising up to 1,350 dwellings and 9.3 hectares of employment land for use classes B1, B2 and B8; a mixed use local centre comprising use classes A1, A2, A3, A4, A5, D1, D2 and B1; primary school, open space and landscaping, parking and supporting infrastructure and utilities; and the creation of new vehicular accesses from Grove Lane, Oldends Lane and Brunel Way.
Application Permitted
ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE: APPLICATION S.16/0043/OUT NON-MOTORISED USER AUDIT: CONTEXT REPORT
6 of 12 E161-DOC10 NMU Context Report
NOVEMBER 2016
4. NMU AND MOTORISED TRAFFIC DATA
Traffic Data The assessment is based upon turning counts, queue length surveys and journey time surveys 4.1.
undertaken on Saturday 12 September and Tuesday 15 September 2015. A summary of the existing and predicted turning movements is contained in Appendix D for the following scenarios:
Average Weekday AM Peak Average Weekday PM Peak Average Saturday Match Day Pre-Match Peak Average Saturday Match Day Post-Match Peak
Collision Data Relevant personal injury accident data has been extracted from the wider study area analysed in 4.2.
the Transport Assessment. A brief description is given in Table 4.1 and GCC’s collision plan covering the wider study area is reproduced in Appendix E.
Table 4.1: Collisions on A419 and Grove Lane in the vicinity of Eco Park, five years ending
31.12.14
Collision
Number Date Severity Details
A419 / M5 Junction 13 Roundabout
207918 08/07/13 Slight V1 pulled out into the path of V2 on roundabout
204434 19/04/11 Slight V1 pulled out into the path of V2.
207228 27/09/12 Slight V1 collided with rear of V2 when approaching roundabout.
209117 17/11/14 Slight V1 collided with rear of V2 on slip road.
207411 26/10/12 Serious Motorcycle lost control and fallen off (on slip road).
A419 Chipmans Platt Roundabout (A419, Grove Lane & Spring Hill)
203946 25/02/11 Slight V1 doing U-Turn, V2 collided with V1, and flipped several times.
205930 23/01/12 Slight V1 collided with rear of V2.
204849 22/03/11 Slight V1 was stationary; V2 collided with the rear of V1.
208527 03/03/14 Serious V1 pulled out into the roundabout in front of a moped.
202683 06/10/10 Slight V2 collided with the rear of V1 when slowing for roundabout
209006 22/09/14 Slight V2 collided with the rear of V1 when slowing for roundabout
Grove Lane
206079 29/11/11 Slight V1 hit a tree on left hand bend
Source: Gloucestershire County Council, 8 September 2015
There were no fatal accidents in the study period. There were two accidents resulting in serious 4.3.injury, involving a moped or motorcycle. There were no accidents involving NMUs on the A419 in the vicinity of the site. No accidents occurred adjacent to the site frontage.
For the Supplementary Transport Assessment updated collision information was obtained for the 4.4.year from 1 January 2015 to 31 December 2015. Again, the relevant data has been extracted and a brief description is given in Table 4.2. GCC’s collision plan covering the wider study area is reproduced in Appendix E.
ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE: APPLICATION S.16/0043/OUT NON-MOTORISED USER AUDIT: CONTEXT REPORT
7 of 12 E161-DOC10 NMU Context Report
NOVEMBER 2016
Table 4.2: Collisions on A419 and Grove Lane in the vicinity of Eco Park, 01.01.15 – 31.12.15
Collision
Number Date Severity Details
A419 / M5 Junction 13 Roundabout
209988 16/11/15 Slight Vehicle 1 was hit from behind by vehicle 2 who failed to stop in
time for the Junction.
Source: Gloucestershire County Council, 25 May 2016
There were no fatal accidents in 2015. The one collision resulted in two slight injuries. No 4.5.collisions involved NMUs and no accidents occurred adjacent to the site frontage in 2015.
GCC has confirmed that following a review of the additional collision data, it is satisfied with the 4.6.analysis and that the additional information does not conclude that there is an existing highway safety issue.
Bus Services Figure 4.1 shows the existing regular bus services in the vicinity of the site. 4.7.
Figure 4.1: Existing Bus Services
ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE: APPLICATION S.16/0043/OUT NON-MOTORISED USER AUDIT: CONTEXT REPORT
8 of 12 E161-DOC10 NMU Context Report
NOVEMBER 2016
Stagecoach has confirmed that the following bus services will be available to serve both Eco Park 4.8.and West of Stonehouse:
Bus No. 61 / 61A currently provides an hourly service between Stroud, Chipmans Platt and Dursley from approximately 7am to 7pm, and is planned to be diverted to serve the West of Stonehouse development as well as Eco Park.
Services 66S / 66E which provide a combined broadly half-hourly service between Stroud and Gloucester from approximately 6am to 11pm are to be diverted to and through the West of Stonehouse development, and via Eco Park.
These services combined can provide a 20 minute to half hourly service between Eco Park and 4.9.Stonehouse / Stroud, and a half-hourly service between Eco Park and Gloucester.
Stagecoach has confirmed that additional match day bus services can be provided from 4.10.Stonehouse and Stroud to Eco Park on FGRFC match days. Details will be agreed in due course but could include scheduling double deck vehicles or duplicate vehicles on timetabled services, or providing special buses / journeys.
Existing NMU Provision There are currently no footways along the A419 fronting the site. However, there is a network of 4.11.
public footpaths in the area providing links to Eastington, and to Nupend and Westend to the north. Local public footpaths are identified on Figure 4.2. Eastington Footpath 37 crosses the A419 in the vicinity of the site.
Figure 4.2: GCC Public Right of Way Mapping
There are no footways along the A419 west towards the M5 Motorway or across the M5 Junction 4.12.13. There are no public rights of way in the vicinity of the M5 Junction 13. NMUs are prohibited from using the M5 Motorway.
There is an underpass suitable for use on foot (subject to some refurbishment) under the M5 4.13.south of Junction 13, which connects the two parcels of land south of the A419.
ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE: APPLICATION S.16/0043/OUT NON-MOTORISED USER AUDIT: CONTEXT REPORT
9 of 12 E161-DOC10 NMU Context Report
NOVEMBER 2016
Figure 4.3: National Cycle Network Route 45
National Cycle Network (NCN) Route 45, which links Chester with Salisbury via Gloucester, 4.14.Cirencester and Swindon, runs along Grove Lane to the north of the site, and then south along Spring Hill south of Chipmans Platt for a short distance. It then offers a route for NMUs, largely off road, to Stonehouse and Stroud. NCN Route 45 in the vicinity of the site is identified on Figure 4.3.
There are no existing bridleways in the immediate vicinity of the site. Equestrians are not 4.15.permitted to use motorways and the Highway Code recommends that they avoid roundabouts.
Desire Lines Although no NMU flow data is available, it is considered reasonable to assume that NCN Route 45 4.16.
is a fairly strong desire line for NMUs. At Chipmans Platt Roundabout, to the east of Eco Park, NCN Route 45 diverts north; however, with Eco Park, it is likely that a strong desire line for NMUs would continue west along the A419 towards Eco Park. The access arrangements for Eco Park include signing of a cycle route along Chipmans Platt Lane, connecting with National Cycle Route 45 (NCN 45) at Spring Hill, and a new 3m shared footway/cycleway route along the south side of the A419 between Chipmans Platt Roundabout and the new signal controlled site access junction. These routes and the existing NCN Route 45 will form a key access link between Eco Park, Stonehouse and Stroud. A number of potential improvements to NCN45, to be funded via the S106 Agreement, have been identified as shown on Appendix G of the Supplementary Transport Assessment, reproduced at Appendix F.
Eastington Footpath 37 crosses the A419 in the vicinity of the site access junction. Again, no NMU 4.17.flow data is available; however, it is assumed that the NMU desire line along this route is affected by the severance of the route by the A419. With Eco Park, there is likely to be a strong desire line for NMUs across the A419, between the Green Technology Hub on the north side and both the Sports Complex and the proposed footway/cycleway on the south side. The site access
ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE: APPLICATION S.16/0043/OUT NON-MOTORISED USER AUDIT: CONTEXT REPORT
10 of 12 E161-DOC10 NMU Context Report
NOVEMBER 2016
arrangements for Eco Park include a traffic signal controlled at-grade crossing of the A419 and a ramped pedestrian / cycle bridge.
In the future with both West of Stonehouse and Eco Park, there is likely to be strong desire line 4.18.for NMUs between the two developments, via Grove Lane. The West of Stonehouse proposals include NMU links to Grove Lane. The Eco Park proposals also include NMU links to Grove Lane to facilitate NMU connections between the two developments.
There are no NMU desire lines along the A419 west towards the M5 Motorway Junction 13, either 4.19.existing or in the future with Eco Park.
5. STRATEGIC OBJECTIVES
The GCC key transport scheme, A419 Stroud to M5 Junction 13 corridor improvements, is relevant 5.1.to Eco Park and the associated proposed highway works. The GCC LTP3 Policy Document 4 – Highways identifies improvements for the A419 corridor at Stonehouse in the short term rather than long term delivery priorities.
GCC has a target to increase cycle use within the county by 50% from 2015 to 2031 (LTP PI-8). 5.2.
GCC will liaise with Local Planning Authorities and developers to secure Development Plan 5.3.compliant contributions from developers, businesses and local partners to deliver travel plans and promote smarter travel choices including marketing and incentives to encourage sustainable travel and ensure that realistic opportunities for travel choice are taken up in new developments (LTP PD 6.2).
GCC’s Local Transport Plan (2015-2031) (LTP3) – Policy Document 2 – Cycle identifies schemes 5.4.which support the delivery of the outcomes identified in the LTP Overarching Strategy and include access improvements to NCN Route 45, Stroud, as well as cycle infrastructure improvements (countywide).
6. TRIP GENERATORS
Stonehouse is located approximately 4km to the east of Eco Park. The committed mixed-use 6.1.development on Land West of Stonehouse is located approximately 1.5km to the east of Eco Park and will comprise up to 1,350 dwellings and 9.3 hectares of employment land as well as a mixed use local centre and a primary school.
The towns of Stroud and Nailsworth, the location of FGRFC’s current ground, The New Lawn in 6.2.Nympsfield Road, are approximately 7.5km and 12.5km to the east and south east, respectively.
Eco Park will comprise a Sports Complex on the south side of the A419 and a Green Technology 6.3.Hub on the north side of the A419. The Sports Complex will include a new 5,000 spectator capacity stadium with ancillary club facilities and other public sports facilities, and up to 4,000sqm B1 office space. The Green Technology Hub will comprise a mixed use commercial and employment area of up to 37,300sqm of B1 and up to 22,800sqm of B2/B8.
7. VIEWS OF CONSULTED ORGANISATIONS
Consultation responses to the outline planning application (Reference S.16/043/OUT) for Eco Park 7.1.submitted in January 2016, have been provided to Stroud District Council on transport issues by the following organisations:
ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE: APPLICATION S.16/0043/OUT NON-MOTORISED USER AUDIT: CONTEXT REPORT
11 of 12 E161-DOC10 NMU Context Report
NOVEMBER 2016
Gloucestershire County Council Highways England Stagecoach Sustrans Helix Transport Consultants Ltd for Eastington Parish Council Stroud Town Council William Morris House Stonehouse Town Council Cainscross Parish Council Moreton Valance Parish Council Arlingham Parish Council Standish Parish Council
South Gloucestershire Council also submitted a response, but concluded that there would be no 7.2.significant impact on its highway network, and consequently no transport objection.
The following revisions of relevance to NMUs have been made to the proposals since the original 7.3.submission as a result of this feedback:
Revisions to the layout of the traffic signal controlled site access junction, particularly to the provision for pedestrians within the central refuges
Pedestrian route to be provided on the south (Stadium) side of the A419 rather than the north
Ramped pedestrian / cycle bridge across the A419 between the Green Technology Hub and Sports Complex to be provided
New pedestrian / cycle access to Grove Lane to facilitate improved walking and cycling opportunities
Cycle route to be signed along Chipmans Platt Lane, connecting with National Cycle Route 45 (NCN 45) at Spring Hill. Between the lane and the site access, a shared pedestrian / cycle route is to be provided on the south side of the A419
A potential scheme for improvements to NCN45 from Stonehouse has been prepared, to be funded via the Section 106 Agreement
8. CONFLICT POINTS
Possible conflict points between NMUs and the proposed schemes are: 8.1.
At the location of the proposed site access junction on the A419 where a NMU desire line crosses the A419, the proposed junction could increase hazards to NMUs if speeds are not brought down sufficiently and/or adequate and convenient crossing facilities are not incorporated.
At the location of the existing underpass under the M5 south of Junction 13 where the NMU desire line cannot deviate from this route.
At the A419 between the proposed site access junction and the Chipmans Platt Roundabout, where a NMU desire line extends along the A419 towards the NCN Route 45, which then continues east towards Stonehouse and Stroud.
At the Chipmans Platt Roundabout, where the NMU desire line along the NCN Route 45 crosses the junction.
ECO PARK, LAND AT M5 J13 WEST OF STONEHOUSE: APPLICATION S.16/0043/OUT NON-MOTORISED USER AUDIT: CONTEXT REPORT
12 of 12 E161-DOC10 NMU Context Report
NOVEMBER 2016
9. SCHEME OBJECTIVES
Based on the above, the recommended key scheme objectives are to: 9.1.
Discuss with Highway Authority its proposals for NCN Route 45 and ensure that any proposed measures along the route are compatible.
Ensure continuity and convenience of route along the existing Eastington Footpath 37. Designs should require minimal diversion for NMUs.
Provide NMU route(s) across the A419 as part of the proposed site access signal controlled junction arrangement.
Provide NMU route between the site access signal controlled junction and NCN Route 45 at Chipmans Platt Roundabout.
Improve safety for NMUs at Chipmans Platt Roundabout. Improve safety for NMUs on the existing Eastington Footpath 37 route and the proposed
NMU routes across the A419. Design site access signal controlled junction to promote slower vehicle speeds and incorporate dedicated NMU crossing facilities.
Consideration of safety of route between southern parcel of land and the Nature Conservation Area, located west of the M5; access to which will be via the refurbished existing underpass, mainly for management purposes.
Provide NMU route(s) to allow for future links between Eco Park and committed development Land West of Stonehouse.
Appen
dices
Appen
dix A
Access to SportsComplex
Access to GreenTechnology Hub
1
5
.
0
1
7
.
5
1
5
.
0
2
5
.
0
2
2
.
5
2
0
.
0
17.5
1
2
.
5
1
2
.
5
1
2
.
5
12.5
12.5
1
2
.
5
1
2
.
5
2
0
.
0
2
0
.
0
20.0
2
0
.
0
2
0
.
0
2
0
.
0
2
0
.
0
20.0
2
0
.
0
20.0
2
0
.
0
2
0
.
0
2
0
.
0
2
0
.
0
20.0
2
0
.
0
2
0
.
0
2
0
.
0
2
0
.
0
2
0
.
0
2
0
.
0
2
0
.
0
2
0
.
0
2
0
.
0
2
0
.
0
20.0
2
0
.
0
2
0
.
0
2
2
.
5
22.5
2
2
.
5
22.5
2
2
.
5
2
2
.
5
2
2
.
5
1
5
.
0
1
5
.
0
1
5
.
0
1
5
.
0
1
5
.
0
15.0
1
5
.
0
1
5
.
0
1
5
.
0
1
5
.
0
1
5
.
0
1
7
.
5
1
7
.
5
1
7
.
5
1
7
.
5
1
7
.
5
17.5
1
7
.
5
1
7
.
5
1
7
.
5
17.5
1
7
.
5
17.5
1
7
.
5
1
7
.
5
1
7
.
5
17.5
1
7
.
5
1
7
.
5
1
7
.
5
1
7
.
5
1
7
.
5
1
7
.
5
17.5
1
7
.
5
1
7
.
5
1
7
.
5
1
7
.
5
1
7
.
5
21.66
2
1
.
6
4
2
1
.
6
3
2
1
.
6
4
2
1
.
6
5
2
1
.
6
2
2
1
.
6
3
2
1
.6
4
21.6
4
2
1
.
4
2
2
1
.
4
5
2
1
.
5
0
2
1
.
5
8
2
1
.
5
7
2
1
.
1
7
2
1
.
2
5
2
1
.3
1
21.33
2
1
.
3
8
2
1
.
4
1
2
1
.
4
5
2
1
.4
8
2
1
.
8
0
2
1
.
8
1
2
1
.
8
3
2
1
.
8
6
2
1
.
8
7
2
1
.
8
7
2
1
.
8
8
2
1
.
8
9
2
1
.
8
8
2
1
.
8
6
2
1
.
8
2
2
1
.
7
9
2
1
.
7
6
2
1
.
7
1
2
1
.
6
7
2
1
.
6
0
2
1
.
5
9
2
1
.
4
8
2
1
.
4
8
2
1
.
4
4
2
1
.
4
3
2
1
.4
1
2
1
.4
3
2
1
.4
0
2
1
.2
5
2
1
.1
3
2
1
.5
7
21.46
2
1
.
4
8
2
1
.
4
9
2
1
.
5
1
2
1
.
6
5
2
1
.
7
4
2
1
.
8
0
2
1
.
8
2
2
1
.
8
7
2
1
.
8
8
2
1
.
8
9
2
1
.
8
7
2
1
.
8
7
2
1
.
8
6
2
1
.
8
3
2
1
.
8
0
2
1
.
7
9
SIGN
SIGN
S
I
G
N
S
I
G
N
S
I
G
N
LP
LP
LP
LP
LP
LP
LP
B
O
L
G
21.7
4
G
21.6
1
G
21.4
8
G
2
1
.4
5
G
2
1
.4
4
G
21.5
5
G
21.4
1
G
21.3
0
G
21.7
2
G
21.6
1
G
21.4
4
G
2
1
.4
1
G
2
1
.4
2
G
21.7
9
G
21.8
7
G
21.8
7
G
21.8
1
G
21.8
5
G
2
1
.8
9
G
21.8
6
G
21.8
6
G
21.8
0
M
H
M
H
M
H
M
H
M
H
M
H
M
H
M
H
C
L21.5
8
C
L21.5
9
C
L21.5
4
C
L21.1
8
C
L
2
1
.6
5
C
L21.5
7
C
L21.8
6
C
L21.8
5
2
1
.
2
1
2
1
.
3
5
2
1
.
3
4
2
0
.9
3
20.98
2
1
.1
4
2
1
.
4
9
2
1
.
6
4
2
1
.
8
8
2
1
.
9
0
2
1
.
9
0
2
2
.
0
0
2
1
.
9
5
2
1
.
8
8
2
1
.
7
7
2
1
.
8
0
2
1
.
7
0
2
1
.
8
0
2
1
.
7
6
2
1
.
7
9
2
1
.8
4
21.8
3
21.7
6
22.0
3
21.9
7
21.8
8
2
1
.9
2
21.6
2
21.8
3
21.5
0
21.6
3
21.6
4
2
1
.5
4
21.4
5
2
1
.5
3
2
0
.8
4
20.8
5
21.0
3
21.2
8
21.1
7
21.8
6
2
1
.6
9
21.5
8
2
1
.5
1
21.1
9
20.8
5
2
1
.2
0
21.9
6
21.8
3
22.0
0
21.3
8
21.3
6
2
1
.4
0
2
1
.2
9
20.8
9
20.8
7
20.3
3
20.2
1
2
1
.
1
0
2
1
.
1
0
2
1
.
1
5
2
1
.
7
9
2
1
.
7
9
2
1
.
7
8
IL20.0
2
IL21.2
6
IL21.2
9
IL21.1
9
IL21.5
7
2
1
.
5
7
2
1
.
5
5
2
1
.
5
4
2
1
.5
4
2
1
.
5
2
R
S
RS
B
T
B
T
C
L21.6
3
C
L21.8
3
2
1
.
2
2
2
1
.3
2
2
1
.2
7
2
1
.3
8
2
1
.
3
7
2
1
.
3
3
2
1
.
6
4
2
2
.
0
1
2
2
.
0
6
2
2
.
1
4
2
2
.
1
0
2
2
.
0
8
2
2
.
1
1
IL21.1
8
20.8
3
20.8
0
20.3
6
IL19.9
0
20.3
4
2
1
.
9
4
2
1
.
9
3
2
1
.
9
2
2
1
.
9
8
2
2
.
1
3
2
2
.
0
6
2
2
.
0
8
IL21.3
9
IL21.4
5
IL21.4
5
22.0
9
2
1
.
4
0
2
1
.
8
8
2
2
.
0
8
2
2
.
0
6
2
2
.
0
8
2
2
.
0
5
2
2
.
0
5
2
2
.
0
0
2
1
.
9
2
2
1
.
9
8
2
1
.
8
4
2
2
.
0
0
2
0
.
7
0
2
0
.
8
4
2
1
.
0
9
2
1
.
9
3
2
1
.
7
6
2
1
.
9
9
2
1
.9
1
2
1
.9
2
2
2
.
1
3
2
1
.
9
3
2
1
.
9
3
2
1
.6
3
2
1
.
9
7
2
1
.
9
1
2
1
.8
5
2
1
.7
9
2
1
.
8
4
2
1
.
8
4
2
1
.
8
3
2
1
.
8
0
2
1
.
9
7
21.82
2
1
.7
6
2
1
.7
5
2
1
.
8
8
2
1
.
7
8
2
1
.
8
2
2
1
.
9
2
2
1
.
9
8
2
1
.
8
6
2
1
.
8
9
2
1
.
9
6
2
1
.
9
8
2
2
.
1
2
2
2
.
0
7
2
2
.
0
3
2
1
.9
4
2
1
.
9
0
2
1
.
9
0
2
1
.
9
8
2
2
.0
1
2
1
.
9
9
2
1
.
9
9
2
2
.
0
4
2
2
.0
5
2
2
.0
2
2
1
.
3
0
2
1
.
0
0
2
0
.
8
1
2
0
.
5
6
IL21.1
5
M
H
C
L21.7
3
W
S
V
W
S
V
W
S
V
FH
IC
IC
C
L21.8
2
C
L21.8
3
21.9
7
21.9
8
21.9
4
2
1
.
6
7
21.51
2
1
.5
8
2
1
.
5
4
2
1
.
5
0
2
1
.
4
7
21.42
2
1
.4
0
2
1
.
3
4
2
1
.
2
5
M
H
C
L
2
1
.4
3
2
1
.
7
5
2
1
.
7
4
2
1
.
7
5
2
1
.
7
5
21.7
8
2
1
.7
5
2
1
.2
4
2
1
.3
9
2
1
.5
3
2
1
.5
4
2
1
.
5
3
2
1
.
5
4
2
1
.
5
6
2
1
.
5
9
2
1
.
6
0
2
1
.
7
0
2
1
.
7
2
2
1
.
8
0
2
1
.
8
3
2
1
.
8
9
2
1
.
9
3
2
1
.
9
4
2
1
.
9
7
2
2
.
0
0
2
2
.
0
1
2
1
.
9
9
2
1
.
9
8
2
1
.
8
7
2
1
.
8
6
2
1
.
8
5
2
1
.
9
3
2
1
.
9
2
2
1
.
7
2
2
1
.
7
9
2
1
.
7
0
2
1
.
8
4
2
1
.
9
0
2
1
.
9
3
2
1
.
8
9
2
1
.
9
1
2
1
.
6
3
21.32
2
0
.7
8
2
0
.
9
9
2
1
.
1
8
2
1
.
9
1
2
1
.
8
2
2
1
.
8
5
2
1
.
9
7
2
1
.
9
7
2
2
.
0
0
2
2
.
0
1
2
1
.
9
7
2
1
.
9
7
2
1
.
9
4
2
1
.
9
1
2
1
.
8
7
2
1
.
7
6
2
1
.
6
4
2
1
.
5
9
2
1
.5
8
21.59
2
1
.
6
3
2
1
.6
5
2
1
.
6
4
2
1
.
6
5
2
1
.
6
8
2
1
.
6
1
2
1
.
5
4
2
1
.
5
4
2
2
.
0
6
2
2
.
1
1
IL21.1
8
2
1
.
3
4
2
1
.
5
1
2
1
.
3
4
2
1
.
7
1
2
1
.
7
4
2
1
.
6
5
2
1
.
6
4
2
1
.
6
3
2
1
.
6
2
2
1
.
5
9
2
2
.
1
3
2
2
.
0
2
2
2
.
1
1
2
2
.
1
1
2
2
.
0
4
2
1
.
9
6
2
1
.
9
4
2
1
.
9
8
2
2
.
0
0
21.9
1
G
20.4
3
G
2
0
.2
6
G
20.2
5
G
20.4
3
G
20.9
5
G
20.4
0
G
2
0
.0
4
G
19.9
1
G
20.3
9
G
2
1
.0
7
G
21.1
3
G
21.0
4
2
0
.7
5
20.55
20.42
2
0
.
3
2
2
0
.
2
5
2
0
.
2
6
2
0
.
2
7
2
0
.
3
3
2
0
.4
5
20.63
2
0
.8
1
2
0
.9
6
2
1
.
0
5
2
1
.
0
8
2
1
.
1
5
2
1
.
3
2
2
1
.
1
3
2
1
.
0
7
2
1
.
0
1
2
0
.
9
2
2
0
.7
9
2
0
.6
8
20.6
1
20.52 20.4
0
2
0
.
2
7
2
0
.
1
1
2
0
.
0
3
1
9
.
8
7
1
9
.
7
2
1
9
.
8
1
1
9
.
8
4
2
0
.5
7
2
0
.5
3
2
0
.
4
1
2
0
.
2
9
2
0
.
2
3
2
0
.
2
0
2
0
.
2
0
2
0
.
3
3
2
0
.4
9
2
0
.5
8
2
0
.6
0
2
0
.
5
8
2
0
.
5
5
2
0
.
5
4
2
0
.
5
6
2
0
.
5
4
20.5
6
2
0
.5
5
1
9
.
9
6
2
0
.
1
3
2
0
.2
7
2
0
.3
3
2
0
.4
0
2
0
.4
3
2
0
.5
0
2
0
.6
5
20.79
2
1
.
5
6
2
1
.
4
5
2
1
.
3
6
2
1
.
3
3
2
1
.2
5
2
1
.2
3
21.1
9
2
1
.
2
2
2
1
.
2
2
2
1
.
2
9
2
1
.
3
1
2
1
.
2
8
2
1
.
3
0
S
I
G
N
SIGN
C
R
A
S
H
2
1
.
4
3
2
1
.
3
7
2
1
.
3
3
2
1
.1
5
21.0
6
20.92
2
0
.7
6
2
0
.
5
9
2
0
.
5
3
2
0
.
5
8
2
0
.
4
5
2
0
.
4
3
2
0
.
3
5
20.48
20.64
20.67
20.69
2
0
.7
1
2
0
.
8
7
2
0
.8
3
2
0
.5
8
2
0
.5
7
2
0
.4
7
2
0
.4
0
2
0
.3
8
2
0
.
3
4
2
0
.
3
4
2
0
.
2
6
2
0
.
0
4
1
9
.
9
9
C
R
A
S
H
2
1
.3
7
2
1
.
3
5
2
1
.
4
1
2
1
.
6
7
C
R
A
S
H
1
9
.
8
4
1
9
.
7
2
2
0
.
1
7
2
0
.
2
7
2
0
.3
2
20.4
7
20.39
20.39
2
0
.5
3
2
0
.
6
9
2
0
.
9
1
2
0
.
9
6
2
1
.
0
6
2
1
.
1
8
2
1
.
2
3
B
T
B
T
B
T
C
L20.0
4
C
L
2
1
.5
2
C
L21.1
3
20.6
2
20.7
1
18.5
5
18.3
1
19.0
6
1
8
.6
5
18.8
2
18.4
2
18.4
0
1
8
.1
6
2
0
.8
7
21.0
9
20.5
0
18.3
7
17.8
2
18.4
8
18.0
7
18.1
9
1
8
.0
2
B
O
L
IC
IC
C
L
2
1
.4
0
C
L
2
1
.3
5
2
1
.
3
3
2
1
.
6
7
1
5
.
2
8
1
5
.
4
0
15.8
5
16.0
5
IL16.2
6
IL16.2
7
IL15.1
5
IL15.3
7
IL15.6
7
1
6
.
7
8
1
6
.
7
1
1
6
.
5
0
1
6
.
5
6
1
6
.6
3
1
6
.7
2
1
6
.6
9
16.77
1
5
.
8
1
1
5
.
7
2
1
5
.
7
2
1
6
.
3
9
1
6
.2
7
1
6
.1
2
1
6
.
2
4
1
6
.
3
4
1
6
.
3
9
1
6
.
4
7
1
6
.
5
0
1
6
.
0
0
1
6
.
0
2
IL16.0
4
IL16.0
9
IL15.2
3
IL15.3
8
IL15.6
1
P
P
P
2
1
.
4
0
2
1
.
2
4
2
1
.
1
7 2
1
.1
3
21.0
8
20.93
2
0
.7
2
2
0
.
5
5
2
0
.
4
3
2
0
.
3
7
2
0
.
3
5
2
0
.
3
7
20.41
20.52
2
0
.6
3
2
0
.
8
4
2
1
.
4
1
2
1
.
3
4
2
1
.
3
5
2
1
.
3
5
2
1
.
3
3
2
1
.
3
2
2
1
.3
2
2
1
.3
5
2
1
.3
6
2
1
.
4
4
2
1
.
4
5
2
1
.
5
6
2
0
.
0
0
2
0
.
1
5
2
0
.
2
3
2
0
.3
8
20.52
20.6
2
2
0
.7
2
2
0
.7
7
2
0
.
9
1
2
1
.
0
2
2
1
.
1
3
2
1
.
1
6
2
1
.
2
3
2
0
.8
8
2
0
.7
5
2
0
.6
0
2
0
.5
3
2
0
.5
0
2
0
.4
7
2
0
.
3
8
2
0
.
2
8
2
0
.
0
9
2
0
.6
6
2
0
.
6
6
2
0
.
6
6
2
0
.
6
4
2
0
.
6
7
2
0
.
6
8
20.70
2
0
.
5
8
2
0
.
4
4
2
0
.
3
1
2
0
.
3
5
2
0
.
4
0
2
0
.5
2
2
0
.6
1
2
0
.6
8
1
9
.
9
6
1
9
.
9
5
1
9
.
8
6
16.61
1
6
.6
5
1
6
.6
5
1
6
.
5
7
1
6
.
6
4
1
6
.
6
5
1
6
.5
3
1
6
.
4
5
1
6
.4
6
1
6
.6
2
16.49
16.59
1
6
.6
3
1
6
.
5
1
1
6
.
4
7
1
6
.
4
3
1
6
.
5
2
1
6
.
4
9
1
6
.
5
6
1
6
.
6
5
1
6
.
7
4
1
6
.
7
9
1
5
.
5
0
1
5
.
6
0
1
5
.
6
6
16.1
2
16.19
1
6
.
1
8
1
5
.
7
3
1
5
.
5
5
1
5
.
3
2
1
6
.0
4
1
6
.
6
0
1
6
.
6
9
1
6
.
7
2
1
6
.
7
2
1
6
.
6
1
1
6
.
7
6
1
6
.
5
4
1
6
.
7
81
6
.
7
9
1
6
.
7
2IL15.4
8
IL15.7
1
IL15.9
0
IL16.0
3
15.8
8
1
5
.
9
6
1
6
.
0
3
1
5
.
7
5
15.8
3
1
5
.
8
6
1
5
.
7
1
1
5
.
7
4
15.9
8
16.0
1
1
6
.
7
5
1
6
.
8
7
1
6
.
9
0
1
7
.
0
1
1
6
.
8
2
17.3
3
15.8
0
16.3
2
IL15.4
6
1
6
.
3
8
1
6
.
2
6
1
6
.
3
1
1
6
.
3
1
1
6
.
2
3
1
6
.
1
2
1
6
.
0
3
17.4
8
18.0
6
18.1
3
1
6
.1
1
1
6
.
0
5
1
6
.
1
0
1
6
.
1
8
1
6
.
2
7
1
6
.
2
2
1
6
.
2
2
1
6
.
2
8
1
6
.
4
5
15.5
4
1
5
.
8
3
1
5
.
6
8
1
5
.
5
3
1
5
.
6
4
1
5
.
5
6
1
5
.
5
9
1
5
.
5
9
1
5
.
6
2
1
5
.
7
8
1
6
.
6
2
1
6
.
4
8
IL15.3
1
1
6
.
3
4
1
6
.
3
9
1
6
.
1
8
1
6
.7
8
R
1
R
1A
R
1
B
R
1
C
R
1
D
R
2C
R
2D
R
3E
S
TN
1
S
TN
2
S
TN
3
S
TN
4
S
TN
5
R
5
R
1
E
C
O
N
C
R
E
TE
C
O
N
C
R
E
TE
W
A
L
L
C
O
N
C
R
E
TE
W
A
L
L
UNABLE TO
SU
R
VEY
U
N
ABLE T
O
SURVEY
W
A
L
L
W
A
L
L
3.0m SharedFootway/Cycleway
2.0m Verge
2.5m Verge
2.5m Verge
Chipmans Platt
J13
A419Lane utilised ason carriagewaycycle route
K Barrier orsimilar atconnection tocycleway. SeePhoto.
Junctio
n 13
A
4
1
9
Footbridge5.7m clearanceMaximum rampgradient 8%
G20.26
G20.25
G20.43
G20.95
G20.40
G20.04
G19.91
G20.39
G21.07
G21.13
G21.04
2
0
.
2
5
2
0
.
2
6
2
0
.
2
7
2
0
.
3
3
2
0
.4
5
20.63
2
0
.8
1
2
0
.
9
6
2
1
.
0
5
2
1
.
0
8
2
1
.
1
5
2
1
.
3
2
2
1
.
1
3
2
1
.
0
7
2
1
.
0
1
2
0
.9
2
20.79
20.6
8
20.61
20.52
2
0
.4
0
2
0
.
2
7
2
0
.
1
1
2
0
.
0
3
1
9
.
8
7
1
9
.
7
2
1
9
.
8
1
1
9
.
8
4
20.57
20.53
2
0
.4
1
2
0
.
2
9
2
0
.2
3
2
0
.
2
0
2
0
.
2
0
2
0
.
3
3
2
0
.
4
9
2
0
.5
8
20.60
2
0
.
5
8
2
0
.
5
5
2
0
.
5
4
2
0
.
5
6
2
0
.
5
4
2
0
.5
6
20.55
1
9
.
9
6
2
0
.1
3
20.27
20.33
20.40
2
1
.
5
6
2
1
.
4
5
2
1
.
3
6
2
1
.
3
3
2
1
.
2
5
2
1
.
2
3
2
1
.1
9
2
1
.
2
2
2
1
.
2
2
2
1
.
2
9
2
1
.
3
1
2
1
.
2
8
2
1
.
3
0
S
IG
N
S
IG
N
C
R
A
S
H
2
1
.
4
3
2
1
.
3
7
2
1
.
3
3
2
1
.
1
5
2
1
.0
6
20.9
2
20.76
2
0
.5
9
2
0
.
5
3
2
0
.
5
8
2
0
.
4
5
2
0
.
4
3
2
0
.
3
5
20.40
20.38
2
0
.3
4
2
0
.3
4
2
0
.
2
6
2
0
.
0
4
1
9
.
9
9
C
R
A
S
H
2
1
.
3
7
2
1
.
3
5
2
1
.
4
1
2
1
.
6
7
2
1
.
7
8
C
R
A
S
H
1
9
.
8
4
1
9
.
7
2
2
0
.
1
7
2
0
.
2
7
2
0
.
3
2
2
0
.4
7
20.39
20.3920.5
3
2
0
.6
9
2
0
.9
1
2
0
.
9
6
2
1
.
0
6
2
1
.
1
8
2
1
.
2
3
BT
BT
BT
CL20.04
CL21.52
CL21.13
20.62
18.65
18.82
18.42
18.40
18.16
20.87
21.09
20.50
18.37
17.82
18.48
18.07
18.19
18.02
BOL
IC
IC
IC
CL21.40
CL21.35
CL21.76
2
1
.
3
3
2
1
.
6
7
1
5
.
2
8
1
5
.
4
0
15.85 16.05
IL15.15
IL15.37
IL15.67
1
6
.5
6
16.63
16.72
1
5
.
8
1
1
5
.
7
2
1
5
.7
2
1
6
.
3
9
1
6
.
2
7
1
6
.
1
2
1
6
.
2
4
1
6
.
3
4
1
6
.
3
9
1
6
.
4
7
1
6
.
5
0
1
6
.
0
0
1
6
.
0
2
IL15.23
IL15.38
IL15.61
P
P
P
2
1
.
4
0
2
1
.
2
4
2
1
.
1
7
2
1
.
1
3
2
1
.0
8
20.9
3
20.72
2
0
.
5
5
2
0
.
4
3
2
0
.
3
7
2
0
.
3
5
2
0
.
3
7
2
1
.
4
1
2
1
.
3
4
2
1
.
3
5
2
1
.
3
5
2
1
.
3
3
2
1
.
3
2
2
1
.3
2
2
1
.
3
5
2
1
.
3
6
2
1
.
4
4
2
1
.
4
5
2
1
.
5
6
2
1
.
6
4
2
0
.
0
0
2
0
.
1
5
2
0
.
2
3
2
0
.
3
8
20.52
20.62
20.7
2
20.77
2
0
.9
1
2
1
.
0
2
2
1
.
1
3
2
1
.
1
6
2
1
.
2
3
20.50
20.47
2
0
.3
8
2
0
.
2
8
2
0
.
0
9
20.66
2
0
.
6
6
2
0
.
6
6
2
0
.
6
4
2
0
.
6
7
2
0
.
6
8
2
0
.7
0
2
0
.
5
8
2
0
.
4
4
2
0
.
3
1
2
0
.
3
5
2
0
.4
0
20.52
20.61
20.68
1
9
.
9
6
1
9
.
9
5
1
9
.
8
6
16.46
16.62
1
5
.
5
0
1
5
.
6
0
1
5
.6
6
16.12 16.19
1
6
.1
8
1
5
.
7
3
1
5
.
5
5
1
5
.
3
2
1
6
.
0
4
16.32
IL15.46
1
6
.
2
6
1
6
.
3
1
1
6
.
3
1
1
6
.
2
3
1
6
.
1
2
1
6
.
0
3
17.48
18.06
18.13
1
6
.
1
1
1
6
.
0
5
1
6
.
1
0
1
6
.
1
8
1
6
.
2
7
1
6
.
2
2
1
6
.
2
2
1
6
.
2
8
1
6
.
4
5
15.54
1
5
.
5
3
1
5
.
6
4
1
5
.
5
6
1
5
.
5
91
5
.
5
9
1
6
.
6
2
1
6
.
4
8
IL15.31
1
6
.
3
4
R1
R1A
R1B
R1C
R1D
R2D
R1E
CONCRETE
CONCRETE
W
A
L
L
13.6
6.53
Max° Horiz
Max° Vert
6.4 1.4 1.4 2.52
4.78
1.37 3 1.4
Max Legal Length (UK) Articulated Vehicle (16.5m)
Overall Length 16.500m
Overall Width 2.550m
Overall Body Height 3.681m
Min Body Ground Clearance 0.411m
Max Track Width 2.500m
Lock to lock time 6.00s
Kerb to Kerb Turning Radius 6.530m
Ecotricity
Land at M5 Junction 13Stonehouse
Date
Drawn ByChecked By
File Ref.
Websitewww.pfaplc.com
Facsimile01793 835500
Drawing No.
Drawing Title
Project
Client
Scale
Stratton Park House, Wanborough RoadSwindon, SN3 4HG
Telephone01793 828000
E161/06 Rev BApril 2016As Shown @ [email protected] Site Access Signals Op 3.dwg
Signalised Site Accessand A419 Dualling
Rev Date InitialsDescription
TO BE READ IN CONJUNCTIONWITH ALL WORKING DRAWINGS
N
Based on Ordnance Survey mapping © Crown copyright.All rights reserved. PFA Consulting Licence No. 100000054.Relative accuracy of ±1.0m over measured distance of 60metres (based on upon a 99% likelihood).
K Barrier
A 26/10/16 KLWIndicative footbridge added
N
Maximum Legal Length Articulated VehicleSwept Paths at M5 J13 Entry - Scale 1:500
Plan of ProposalsScale 1:1000
B 16/01/17 KLWM5 J13 entry radius increased to 30m and Sweptpaths added.
Appen
dix B
Appen
dix C
1
7
.
5
1
7
.
5
1
7
.
5
1
7
.
5
1
7
.
5
1
7
.
5
1
7
.
5
1
7
.
5
1
7
.
5
S
IG
N
S
IG
N
S
I
G
N
C
R
A
S
H
C
R
A
S
H
C
R
A
S
H
C
R
A
S
H
C
R
A
S
H
BT
BT
BT
CL20.04
CL21.52
CL21.13
BOL
IC
IC
IC
IC
IC
IC
CL21.42
CL21.43
CL21.78
CL21.40
CL21.35
CL21.76
RS
P
P
P
C/BOX
R1
R1A
R1B
R1C
R1D
R2
R2A
R2B
R2C
R2D
R3E
R5
R1E
CONCRETE
CONCRETE
W
A
L
L
CONCRETE
W
A
L
L
M5
J13
M5
A419
N
Websitewww.pfaplc.com
Facsimile01793 835500
Stratton Park House, Wanborough RoadSwindon, SN3 4HG
Telephone01793 828000
Date
Drawn By Checked By
File Ref.E-Mail
Drawing No.
Drawing Title
Project
Client
Scale
E161/9Rev A
May 20161:500 @ A1CS [email protected]:\Workfile\E161\Drawings
M5 Junction 13Proposed Traffic Signals
Rev Date Description Initials Check
A 21/10/16 Notes added DC CM
PRELIMINARYStatus
Ecotricity (Next Generation) Ltd
Eco Park
Appen
dix D
0 0% 0 0 19 17
0 0% 1 0% 6% 20%
0 0% 1 0 318 87
22 6% 366
10 10% 102 18 0 32
1 342 442 16 28% 58 7% 0% 8%
0% 7% 7% 227 6% 13 257 3 392
0 24 31 0 0% 0
372 8% 29
83 5 249
7% 0% 5% 468 4% 20
6 0 13 249 8% 20
327 5% 16
5 14% 36
0 0% 8
51 8% 623
1 1% 98
1 5 2 6
17% 5% 8% 2%
6 101 25 324
18 5% 365
41 7% 594
1 1% 111 14 0 1 7
223 15 5 220 0 0% 114 10% 0% 5% 11%
1% 7% 0% 2% 144 7 20 61
2 1 0 5 14 0% 0
61 2% 1
724 7% 49
113 3% 3
2 9 6
9 1 0 0 46 7% 653 2% 2% 3%
0% 0% 0% 0% 3 8% 38 100 393 205
0 0 0 0 2 2% 126
146 3% 5 6 3% 192
2 11 3 9 724 5% 37 39 8% 463
0% 0% 33% 0% 56 0% 0
0 0 1 0 81 0% 0
903 4% 40 230 3% 6
111 143 63 3% 2 303 1% 2
1% 1% 89 1% 1
1 2
589 315 59
6% 1% 0%
35 3 0
Note: - Traffic flows derived from traffic counts undertaken by Axiom Traffic Ltd on Tuesday 15th September 2015
A1
E161 - Stroud Eco Park
AM Peak Hour (08:00 - 09:00)
Scenario 1
2015 Base Year
J13
Petrol
Station
Downtown
Road
Old Ends
Lane
B4008
Ebley Road
0
1
1 0 323 127
372
206
1 348 513 59
249 261 3 760
0
410
373
860
84 5 331 64
639
303
377 80 0 49
10 0 6
37
98
701
228 101
1232
39
11 272 37 459
411
761
117
234 15 28 229 119
191 11 25 134
57
62
993
117
10 2 0 0 871
57 111 428 219
137
163 241
2 12 4 9 775 617
273
82
1142 259
159 146 64 341
90
779 375 60
E161 - Stroud Eco Park
Ecotricity Office
A8
Green
Technology Hub
Land West of
Stonehouse
Sports Complex
Scenario 3
2017 Opening Year + Land West of Stonehouse + Stroud Eco
AM Peak Hour (08:00 - 09:00)
J13
Petrol
0 0% 1 0 4 7
0 0% 5 0% 1% 9%
0 0% 4 3 348 74
11 5% 210
5 2% 203 7 0 7
5 347 378 4 11% 36 2% 0% 1%
0% 4% 3% 179 4% 8 315 2 508
0 15 11 4 0% 0
501 3% 14
79 3 338
14% 33% 1% 705 3% 19
11 1 5 286 2% 5
234 2% 4
0 0% 40
0 0% 11
17 2% 776
0 0% 226
0 0 1 0
0% 0% 4% 0%
5 80 28 104
9 6% 147
9 1% 803
0 0% 2 7 0 0 0
159 10 5 100 0 0% 9 2% 0% 0% 0%
3% 10% 0% 1% 349 1 1 129
5 1 0 1 16 0% 0
56 2% 1
1007 2% 22
170 2% 4
1 1 2
102 11 55 0 8 1% 897 1% 0% 1%
0% 0% 0% 0% 0 0% 104 114 363 209
0 0 0 0 1 1% 122
42 7% 3 1 0% 298
0 105 5 73 673 3% 21 7 1% 630
0% 0% 0% 0% 3 0% 0
0 0 0 0 5 0% 0
688 3% 21 165 2% 3
53 127 133 1% 1 168 0% 0
4% 1% 75 0% 0
2 1
531 417 45
4% 1% 2%
22 3 1
Note: - Traffic flows derived from traffic counts undertaken by Axiom Traffic Ltd on Tuesday 15th September 2015
E161 - Stroud Eco Park
PM Peak Hour (17:00 - 18:00)
Scenario 1
2015 Base Year
P1
J13
Petrol
Station
Downtown
Road
Old Ends
Lane
B4008
Ebley Road
1
5
4 3 355 89
214
248
5 354 412 37
221 321 2 646
4
576
57
1206
81 3 380 12
1058
395
308 320 0 196
60 0 36
41
153
1011
35 237
1404
7
11 205 49 203
189
1094
4
163 10 17 103 10
386 2 2 155
151
57
1078
176
107 14 56 0 1154
155 122 416 233
137
72 345
0 112 8 74 801 825
37
5
852 186
73 129 137 208
76
649 475 46
P8
Green
Technology Hub
Land West of
Stonehouse
Sports Complex
E161 - Stroud Eco Park
PM Peak Hour (17:00 - 18:00)
Scenario 3
2017 Opening Year + Land West of Stonehouse + Stroud Eco Park
Ecotricity Office
J13
Petrol
0 0% 12 0 7 4
0 0% 13 0% 2% 4%
0 0% 7 4 361 102
3 2% 141
2 1% 203 3 0 6
2 379 250 4 10% 39 2% 0% 2%
0% 2% 2% 176 3% 6 157 2 256
0 6 5 4 0% 0
295 2% 7
52 4 155
15% 25% 5% 271 6% 15
8 1 7 275 1% 2
121 7% 8
1 3% 31
0 0% 9
9 2% 483
0 0% 97
0 2 0 1
0% 3% 0% 1%
4 69 18 80
13 15% 88
2 0% 573
0 0% 0 14 0 0 1
82 5 5 64 0 0% 1 18% 0% 0% 4%
0% 0% 0% 2% 79 0 1 25
0 0 0 1 10 0% 0
41 2% 1
544 4% 21
87 1% 1
2 0 4
1 1 2 0 3 1% 548 3% 0% 4%
0% 0% 0% 0% 0 0% 60 78 304 111
0 0 0 0 3 4% 83
12 0% 0 0 0% 136
0 3 2 2 556 2% 11 1 0% 412
0% 0% 0% 0% 0 0% 0
0 0 0 0 1 0% 0
539 2% 9 94 3% 3
51 63 70 3% 2 107 2% 2
2% 2% 28 0% 0
1 1
423 276 20
2% 0% 0%
7 0 0
Note: - Traffic flows derived from traffic counts undertaken by Axiom Traffic Ltd on Tuesday 15th September 2015
E161 - Stroud Eco Park
Saturday Match Day Arrivals (14:00 - 15:00)
Scenario 1
2015 Base Year
Sa1
J13
Petrol
Station
Downtown
Road
Old Ends
Lane
B4008
Ebley Road
12
13
7 4 369 120
144
282
2 387 314 40
185 160 2 412
4
312
0
659
53 4 204 238
313
297
133 0 0 0
25 0 46
32
42
530
0 108
746
447
7 111 23 130
94
665
1
169 5 7 65 2
87 1 2 34
50
42
912
89
1 1 3 0 635
69 116 325 119
91
19 150
0 5 3 2 601 478
356
1
941 100
56 64 72 118
29
776 294 20
Saturday Match Day Arrivals (14:00 - 15:00)
E161 - Stroud Eco Park
Football Match
Land West of
Stonehouse
Sa6
Sports Complex
Stadium Capacity: Average Match Day
Scenario 3
2017 Opening Year + Land West of Stonehouse + Stroud Eco Park
J13
Petrol
0 0% 9 0 3 3
1 50% 2 0% 1% 4%
0 0% 1 5 325 75
5 3% 163
0 0% 171 2 0 4
5 304 281 2 9% 23 1% 0% 1%
0% 1% 1% 90 7% 6 140 8 287
0 2 3 10 0% 0
267 2% 5
49 1 184
12% 100% 2% 315 3% 8
6 1 3 178 2% 4
135 5% 7
1 4% 23
0 0% 5
4 1% 502
0 0% 101
0 0 0 0
0% 0% 0% 0%
4 62 17 76
6 7% 92
0 0% 564
0 0% 0 5 0 0 0
85 2 2 69 0 0% 2 7% 0% 0% 0%
0% 0% 0% 0% 69 1 0 14
0 0 0 0 6 0% 0
42 2% 1
484 2% 10
70 1% 1
1 2 3
5 0 1 0 0 0% 538 1% 1% 4%
0% 0% 0% 0% 0 0% 51 71 213 84
0 0 0 0 1 1% 85
13 8% 1 0 0% 139
0 0 0 2 543 2% 12 0 0% 387
0% 0% 0% 0% 2 0% 0
0 0 0 0 1 0% 0
531 3% 15 102 2% 2
38 70 61 2% 1 81 0% 0
0% 1% 29 0% 0
0 1
439 259 27
3% 2% 0%
15 5 0
Note: - Traffic flows derived from traffic counts undertaken by Axiom Traffic Ltd on Tuesday 15th September 2015
E161 - Stroud Eco Park
Saturday Match Day Departures (17:00 - 18:00)
Scenario 1
2015 Base Year
Sb1
J13
Petrol
Station
Downtown
Road
Old Ends
Lane
B4008
Ebley Road
9
2
1 5 332 81
167
190
5 311 299 23
113 143 8 337
10
340
0
696
50 1 200 31
493
270
188 0 0 0
268 0 506
23
51
916
0 200
687
53
7 105 22 133
99
1029
1
97 2 4 70 3
75 2 1 23
56
43
538
72
6 1 1 0 997
61 79 234 93
129
22 155
0 2 1 2 598 786
44
1
629 109
44 72 62 95
30
517 281 28
Football Match
Sb6
E161 - Stroud Eco Park
Saturday Match Day Departures (17:00 - 18:00)
Scenario 3
2017 Opening Year + Land West of Stonehouse + Stroud Eco Park
Stadium Capacity: Average Match Day
Sports Complex
Land West of
Stonehouse
J13
Petrol
Appen
dix E
Collision Plan Site:
www.roadsafety-gloucestershire.org.uk
Data Range:
Collision Plan Key
Date Produced:
Scale:
Drawn by:Team:
#*
#*
#*
#*
#*
_̂
209792
209988
209541
© Crow n Copy rig ht and database rig ht 2016. Ordnance S urve y 100019134.
_̂ Fatal
") S e rious
#* S lig ht
J Ne ining e r
1:13,163
Collision Plan Site:
Data Range:
AIP
Collision Plan Key
Date Produced:
This m ap is re produce d from (or base d upon) Ordnance S urve y m ate rial w ith the pe rm ission of Ordnance S urve y on be half of the controlle r of He r Maje sty 's S tatione ry Office . © Crow n Copy rig ht and database rig ht 2016, Ordnance S urve y 100019134. Unauthorise d re production infring e s Crow n copy rig ht and m ay le ad to prose cution or civil proce e ding s.This inform ation is provide d by Glouce ste rshire County Council (the “Council”) in g ood faith. The Council doe s not m ak e any re pre se ntations or w arrantie s of any k ind, e xpre ss or im plie d, in re lation to all or any part of the Inform ation and all w arrantie s and re pre se ntations are he re by e xclude d to the fulle st e xte nt pe rm itte d by law . The Inform ation doe s not constitute advice and should not be re lie d upon in m ak ing , or re fraining from m ak ing , any de cision. To the fulle st e xte nt pe rm itte d by law , the Council he re by disclaim s all liability (how soe ve r arising ) in conne ction w ith any loss and/or dam ag e , arising out of or in conne ction w ith any use of or re liance on the Inform ation, or any action tak e n (or re fraine d from be ing tak e n) as a re sult of its use .This inform ation is com pile d from data he ld in the Council’s live database as at the date of production.The data is subje ct to chang e at any point in the future , as a re sult of m ore accurate inform ation be com ing available .
Scale:
Drawn by:Team:
www.roadsafety-gloucestershire.org.uk
January 2015 -De ce m be r 2015
S tone house , Glouce ste rshire
25.05.2016
Appen
dix F