Rep No: 1106 Name: Jane Doswell Date sent: 11.05.12 My ...

Rep No: 1106
Name:
Jane Doswell
Date sent: 11.05.12
My feedback on the Exmouth plan relates to the red hatched area shown on the
town centre insert map by the estuary and to the edge of the beach area. Why on
earth are these areas shown as requiring regeneration? There is no need to take
the developments to the edge of the estuary or to the edge of the beach. Open
spaces and views of the estuary are important - this is the first sight for many arriving
in Exmouth that the town lies on a beautiful estuary. If you remove or block this sight
I believe you take away a lasting impression made on people that this is not just a
built up residential / commercial place - this view immediately strikes the new comer
and attracts the eyes of anybody to the fact that they are on a huge beautiful estuary,
often with sailors, kite surfers and windsurfers giving a great atmosphere of fun/sport
and leisure, which links to a huge beach area. Of course, they can then park and go
to the shops and enjoy the proper 'town centre' and obviously the internal parts of
the town can be developed (tastefully one hopes). With regard to the beach area,
many people enjoy the open green areas rather than the beach and the buildings
that exist are enough. The current buildings blend in - one storey (apart from the
bowling alley - which in my view I would have preferred to be one storey). I
personally think EDDC should bear in mind strongly that tourists are a huge part of
the income provided to local businesses and increase the employment in the area,
and they (we) are all fickle....we don't necessarily want to visit somewhere just like
home with shops and offices, no views - Exmouth must market it's beauty and
coastal position.
There is no need to develop/spoil these estuary and beach front areas - there are
plenty of in-fill sites and places on the outskirts of town for industrial/commercial
developments.
If regeneration can be split into different categories, perhaps this would give less
distrust as previously regeneration headlines are about knocking down existing
buildings and promoting commercial and residential buildings. If EDDC insist the
above sites require 'regenerating' then I would like to see suggestions for
landscaping and seating, or a park that could perhaps have a jurasic link (dinosaurs
perhaps, like Crystal Palace Park!). I think EDDC should show local people and
people who care about Exmouth that it takes on board that regeneration is not about
knocking things down, building, blocking views.... and is particularly about
'regenerating' ie improving, not JUST about making money or commercial projects.
Thank you for the opportunity to feedback, and I would be grateful to have
confirmation that our views are recorded and indeed considered!

Exmouth Urban Inset Map
EMERGING EAST DEVON LOCAL PLAN
Comments on the Inset Maps and Policies for EXMOUTH
A useful map with some adequate detail, eg proposed employment allocation and
proposed mixed use allocation. However, some detail is not easily interpreted, eg land of
local amenity importance.
The map currently has so many colour codes that together they make interpretation of the
detail very difficult especially at this scale. Perhaps 2 or 3 separate but complementary
maps would better support the original version.
Exmouth Town Centre Inset Map
A useful map that is easy to interpret. It offers an example of the style that would better
serve the Exmouth Urban Inset map(s). As commented above.
Policies
Strategy 22
1. We can find only 700 homes not 840 homes on the Urban Inset map.
5.1 Item to read “upgrading of public transport provision to and from Exeter,
primarily through the provision of an integrated public transport interchange and
other enhancements of public transport improvements. The required site should be
protected from development”
E1 – Provision of Employment Land
We could not find on the map, the three areas listed in the table.
TC8 Safeguarding of Land Required for Highway and Access Improvements
Change “Road Schemes” to “Transport Schemes”
Insert new para 1. “Land around railway station to be safeguarded for development
of the integrated transport interchange scheme.”
Renumber original para 1 to para 2.
Note that in our opinion para 1 scheme is more likely to come to fruition than para 2
scheme!

Forward Planning
East Devon District Council
Council Offices
Knowle
Sidmouth
Devon
EX10 8HL
SENT BY EMAIL
FAO:
CC:
Mr Matt Dickens
Mr Phil Townsend
1 st May 2012
Dear Mr Dickens
Re: The New East Devon Local Plan 2006-2026 –Employment Site at Sidford
Further to our meeting in January and my associated correspondence dated 25 th November and
30 th January, the latter being part of the consultation opportunity associated with the New Local
Plan, I am now pleased to be in a position to write to you again informing you of progress being
made in respect of the land at Sidford being promoted by Fords of Sidmouth.
1.Option on the Land
When I wrote to you in November, I was able to inform you that Fords of Sidmouth was in
discussion with the landowner Sir John Cave in respect of securing an Option for employment
purposes. This process has continued steadily and happily the Option is now agreed and
Engrossed. As a consequence, my clients are now determined to make a planning application to
further the ambitions that they have for the Fords Company, which for many years now has been
stifled by the constraints associated with available additional employment land and the conditions
of the Alexandria Industrial Estate of which they have partial ownership.
2. Progression towards an Application
As mentioned in my correspondence to you dated 30 th January, my clients are seeking to make
an early application on the Sidford land. Progress towards this ambition has been good and
detailed instructions have already been made to Jubbs Engineering Consultants and Gates
Quantity Surveyors.
I can confirm that Jubbs Engineering Consultants are progressing technical documentation with
regard to flood risk and flood attenuation and will be providing a detailed FRA. Regardless of
particular any flood zone, this would be a natural requirement in this case given that the land area
exceeds 1 hectare.
Jubbs Engineers are also tasked with the development of details associated with the required
new accesses into the land parcels. It is my client’s ambition to make an application which will
include details of the access provision in respect of both the land north and south of the South
West Water access. It is important that both access points are considered in unison as there are
obvious design benefits in doing so and technical considerations associated with splay lines and
the provision of footways.

As you will be aware from the correspondence copied to you that was issued to Mr Phil
Townsend on 18 th April, we are in discussion with the County Council regarding the emerging
details for the highway access points and the preferred footway widths and their positions. We
are also in discussion about areas of reserved land for any future pedestrian or cycle
infrastructure that may be deemed desirable as part of third party ambitions in and around the
area. We think we are making good ground with our design process, and this will be further
informed by our TA.
Jubbs has also been tasked with the provision of a Transport Assessment. They will be analysing
the impact of the proposal site on the capacity of surrounding infrastructure and as you might
expect will be looking at TRICS data, modal splits and available sustainable transport solutions as
may be necessary in the report.
As part of Jubb’s progress in developing a suitable Transport Assessment, they have already
prepared a Scoping Report which has been issued to Phil Townsend. Phil has very swiftly come
back with necessary amendments, which have been included. I have also sought some
revisions, which along with Phil’s have now been included. I believe you have a digital copy of the
Scoping Report (sent to you by Jubbs) that will inform the Transport Assessment. The Scoping
Report also contains a plan which shows the position of the proposed access points and the
splay lines. This will be worked up as part of the detailed application to include the other
requirements such as associated footways etc.
3. Employment Land Demand
Fords is aware of a substantial demand within the Sidmouth area for employment growth,
employment investment and new employment opportunities, not only as a consequence of its
own business ambitions, but also as a consequence of contact with other businesses.
Over the next few years, Fords itself has ambitions to expand employee numbers associated with
its renewable business alone by a further 35 full time jobs. As a consequence of Fords’
ambitions, particularly in the renewable industry, they are looking to establish for themselves a
sustainable and innovative building in which to operate. More strategically, they are looking at
sustainable business park solutions and have some exciting ideas which they are investigating in
detail and which will go on to form part of later detailed applications.
4. Talking to other Sidmouth Businesses
Fords has spoken to a number of other businesses that are already located in the town who have
also over the years expressed increasing difficulty with their accommodation due to its age,
access and/or competing demands that are caused by its location in respect of other more
sensitive uses, particularly residential.
I recently attended the Town Council Annual Assembly in order to listen in to the public debate
regarding the land allocation maps for Sidmouth. I was pleased to witness beyond our own
research to date that there is mounting evidence to support the clear demand for employment
space. In particular during the debate, which occurred as round table talks chaired by individual
Sidmouth Town Councillors, I was struck by the compelling case provided by one business owner
who was advocating to Cllr Manley their long term struggle to find suitable business premises in
Sidmouth or the surrounding towns. Given the passion and relevance of their argument, I am
sure this will be recounted to you in the Town Council comments supplied to the District Council.

5. New Businesses for Sidmouth
Fords has had numerous serious expressions of interest with regard to other new/expanding
businesses from outside the town/region that may seek a freehold or leasehold interest at the
Sidford land site. Fords is planning on delivering some speculative units for lease arrangements
for some businesses and amongst this is looking at providing some small scale setup units for
fledgling businesses, given the importance of these in economic growth. Whilst you will
appreciate the commercial sensitivity of providing you with a list of interested investors, I can
assure you that this is a positive situation and includes some highly desirable employers.
As discussed, if you are aware of other Council Departments, local or regional businesses or
other investors seeking employment spaces within Sidmouth, we are happy to discuss their
requirements and where these may fit with my client’s ambitions and result in mutual benefits, we
would consider their requests.
6. Innovation and Sustainable Design
In addition to Fords’ commitment to establish for itself a sustainable and innovative new complex,
they are also keen to share their experiences and knowledge of the renewable sector with other
investors that will be delivering space on the business park. There is obviously quite a difference
between ‘business parks’ and ‘industrial estates’ and whilst some expanding and investing
businesses will have an industrial component, the masterplanning process that we remain
engaged in is looking to ensure well planned, aesthetically pleasing arrangements for the site.
The business park elements will take priority sites and will therefore contribute most significantly
to the public face of the new investment area.
Even with regard to the industrial elements, Fords has been reviewing some shining examples of
innovative and modern design and in some cases we have been to see these examples. When I
wrote to Mr Phil Townsend you will be aware that I enclosed for his information an example of a
scheme in Mid Devon which included starter units and a shared conferencing and resource
centre. This is a good looking scheme with an attractive finish and has been popular with
companies and the Council. The joint conference and reception facilities that form part of this
scheme have been of particular interest to my client and we are looking at the possibility of
establishing a Sidmouth Business Centre which would allow for short term use facilities on a
bookings basis to support the business opportunities of the town more generally.
7. Planning the Way Forward
In order to satisfy the terms of the Option Agreement that Fords has in place, in the relatively
short term there will be an outline application made over the two areas north and south of the
South West Water access for employment based uses. The application will also refer to blue
land, both north and south of the employment areas as proposed. The blue land areas are also
available to Fords through the terms of the Option for the purposes of infrastructure and
landscaping to secure a pleasing and technically acceptable scheme. The northern limits of this
area and the confines of the promoted employment land were indicated on the attached plan
provided to you on 30 th January.
The outline application will contain Reserved Detailed Matters in respect of the highway access
and flood attenuation.
Once we have hopefully established consent in respect of the outline application, Fords will
submit a detailed application for their proposed new complex with immediate effect.

Fords’ business plans focus on their aspiration to be in this additional accommodation by the end
of 2013 as part of their commitment to expanding the employment opportunities they offer within
the town. It is hoped that the investment they make will benefit the company and the opportunities
it offers for the decades ahead and the employment opportunities
I hope you find this update of use and I hope it continues to communicate to you the commitment
my clients have to achieving a positive new solution to address the desperate employment site
shortage that the town has suffered in recent years.
The strategic plans and progress to date being made by Fords is not without substantial cost.
This is part of a brave commitment that Fords is making based on the firm belief that there is a
breadth of interest in employment investment in and around Sidmouth, both from existing and
new business opportunities. The delivery of a business park is no mean feat and as the Council
will be aware as part of its own ambitions to bring forward employment sites, which have been
difficult and in cases impossible to achieve in recent years, I hope you would agree that Fords
ambition to do this is clear testimony to the business demand.
8. Phasing
I appreciate that the town inset maps will be influenced not only through officer recommendation,
but also through political opinion and Inspector review. However, as I have mentioned before, I
am concerned at the recent pressure for a phased allocation and I hope this can be avoided.
This will be the first time in many decades that Sidmouth has had an opportunity to develop a well
formatted, sustainable and strategic employment facility without compromise. The economies of
scale, layout and the planned ability would be substantially compromised by phased release.
I am quite happy to talk to you about the technicalities of why I hold these opinions regarding
phasing and I hope at some point we may have an opportunity to discuss this in order that you in
turn have an opportunity to inform other stakeholders of the merits of the full site being released
for potential development in one go. I am sure the phasing or otherwise will not particularly affect
the rate of delivery, but it will substantially affect certain choices, particularly with respect to
strategic investment such as bio mass digesters and structural choices for the site which we hope
will be innovative and sustainable. There is an ambition to create a planned environment which
allows like type businesses to be clustered together so for example, those that are predominantly
office in character or high tech will be grouped in one area of the site, with storage and light
industry grouped away from these prime locations. This will obviously assist in the aesthetics of
the business park and will make the location more appealing to business investors. If the
business park is forced to be delivered in a phased way with the filling of one area before the
implementation of another, the result will be a mixed business environment. This would be a great
shame and a missed opportunity when a better planned environment could otherwise be
achieved.
I hope that you will have an opportunity to inform Members of these views with regard to phasing,
both with regard to the impact on the physical masterplan and the technical sustainability benefits
i.e. bio mass provision and other technologies that are being considered, which would vary
substantially depending on phased release or planned certainty that would go hand in hand with
the release of the full land area.
Yours sincerely
Joseph Marchant MRTPI. IHBC. BA (Hons) TP. Dip TP. Dip Urb Des. MA Urb Des. Dip Arch Cons.
Director on Behalf of Context Logic Ltd

Forward Planning
East Devon District Council
Council Offices
Knowle
Sidmouth
Devon
EX10 8HL
FAO Mr Matt Dickens
6 th JUNE 2012
Dear Mr Dickens
Re: The New East Devon Local Plan 2006-2026 – Employment Site at Sidford
Consultation on Inset Maps 11 May 2012 – 11 June 2012
As part of our formal response to the community consultation opportunity following the Committee
Meeting of 8 th May I would like to confirm that our letter of 1 st May to you we would like to have
formally submitted as a partial response at this stage and therefore I attach this previous letter to
this letter for its inclusion. In addition to the attached letter of 1 st May, I would like to also inform
you of further progress and to respond to detailed matters associated with the Inset Map
associated with the Employment Land for Sidmouth.
Further Matters Arising
1.0 Transportation and Highway Matters
1.01
Further to my letter of 1 st May, the consultants appointed on behalf of Fords including Jubb
Engineering Consultants, have further progressed the:
• Transport Assessment and Travel Plan
• Vehicle access design for the site
1.02
I can advise you the Transport Assessment confirms that the development of the proposed
allocation site for employment would result in vehicle trips and vehicle types being within
acceptable capacity limits for surrounding roads and Sidford Cross. Jubbs have modelled their
evaluation on approved TRICS data, giving regard to matters as identified in the Scoping Report
that you will have seen was agreed by the Highways Authority.
1.03
The Travel Plan also gives regard to best practice guidance and details a well planned and
managed process for the site which would engage employees in sustainable travel arrangements
wherever possible.
1.04
With regard to detailed design components of the proposed and the existing highway, there is
scope to see improvements to the existing infrastructure and these are being considered and
planned for as part of emerging proposals.

1.05
Plans have now been developed with regard to junction designs and also footpath and cycleway
improvements.
2.0 Flood Risk Assessment and Flood Attenuation/Improvements
2.01
Further to my letter of 1 st May, the consultants appointed on behalf of Fords including Jubb
Engineering Consultants, have further progressed the required flood attenuation scheme and the
required Flood Risk Assessment as part of a site in excess of 1 hectare.
2.02
Flood modelling has been largely completed by Jubb Engineering Consultants and information
confirms that development of the site for the proposed use with the right design elements will not
adversely affect flood risk.
2.03
With regard to flood attenuation and flood risk improvements, there is capacity within the site to
improve existing flood risk and this will form part of emerging proposals. Discussions with the
Environment Agency in relation to any improvements will be an ongoing process over the coming
weeks.
3.0 The AONB
3.01
In relation to the employment site, public debate has focused substantially on the AONB and
whilst the AONB is understood and appreciated as having significant weight, you will be aware
that Fords undertook a scoping exercise throughout the Sidmouth valley area and concluded that
the proposed allocation site was the only site that was relatively flat in nature and which was low
lying enough to have limited impact on the wider AONB.
3.02
The allocation site was also the only site where my client was able to secure an Option over a
more extensive area than was to be sought for allocation, to enable a substantial area of buffer
planting and woodland to be ultimately proposed as part of a future planning application.
3.03
I can confirm that it is my client’s intention to submit details of woodland planting as part of a
future planning application which will deliver screening across the northern area as indicated on
the attached plan (overleaf). Flood attenuation areas will involve a buffer between houses to the
south and the proposed employment site. Further planting will also be planned for the edges of
the site to the south, east and west.

4.0 Employment Need
4.01
Please also refer to my correspondence of 1 st May and 30 th January, but further to these pieces
of correspondence, my client is once again able to confirm that the expected expansion of Fords
alone would provide 35 new jobs on the proposed allocation site.
4.02
In addition to their own use, my client has confirmed to me an additional demand for 25,000 sq ft
of development as part of initial identified requirements for a further 9 companies that are seeking
employment land within the Sidmouth valley and which would generate a further 49 jobs in skilled
labour.
4.03
I can confirm that the Alexandria Industrial Estate has no available space/capacity for
development and no units available for rent.

4.04
As you will appreciate, the Alexandria Industrial Estate is at capacity. There is no scope for
additional development to create additional units as a consequence of the site’s complex
ownerships, restrictive gradients and not least, constrained access.
4.05
I can confirm that there is a waiting list for accommodation.
4.06
Following my client’s enquiries to EDDC, we understand that there is no vacant Business Use
Class employment space available at Manstone Workshops and no other Business Use Class
space available within Sidmouth.
4.07
Giving consideration to the loss of employment land over the last 30 years, it is recognised that
the following sites have been developed for other use without replacement:
Foundry Yard – Salcombe Road
Rutherford Builders – Salcombe Raod
Victoria Laundry – Yarde Hill
Bewes Bros Builders – Temple Street
Brewery Site – Temple Street
The Sidmouth Dairy – Temple Street
Mayors Haulage and Coal Yard – Temple Street
Anstis Frozen Food – Woolbrook
Lavers Farm – Fortescue
4.08
Whilst redevelopment of land is inevitable and in some cases desirable, it has to be recognised
that with increases in residential numbers and a growing population, good quality employment
land is essential and is ideally focused away from the town centre where preserving amenity for
visitors to the town is desirable.
5.0 Anticipated Benefits of the Proposed Allocation Site for Employment
5.01
I can confirm that the total investment will exceed £5 million by Fords alone, as a result of the
land acquisition, infrastructural development and building development on the allocation site for
the Fords building.
5.02
As described in my previous correspondence, Fords also anticipates the development of a shared
business facility, including conference suites and reception spaces, to benefit small and medium
sized enterprises and short term business users. It is anticipated that this facility may be possible
in part to market as a Sidmouth Business Development Unit, which is considered to be beneficial
for the town. This facility will also be developed by Fords.
5.03
Fords has started positive communications with the potential investor businesses about skilled
labour opportunities for school leavers within the town. This is essential to the long term
economy and prospects of young people within Sidmouth and is to be specifically focused as an
opportunity to school leavers of Sidmouth College.

6.0 Fords’ Support of the Local Economy
6.01
Fords has a long list of local tradesmen who have carried out their apprenticeships with the
company. These trained tradesmen further assist local businesses, which include maintaining
properties of the Council and also other properties such as hotels and tourist facilities. There are
also other many plumber and electricians within the East Devon area who no longer work for
Fords but who trained with the company for many years and have benefitted from this training
and work experience.
6.02
Fords provides substantial wealth generation from a single business. 98% of their employees live
in East Devon and their payroll exceeds £1 million.
6.03
As a consequence of Fords being located within Sidmouth, employees use town facilities and
therefore assist the wider economy on a non seasonal basis.
6.04
Fords also supports a variety of organisations. There are numerous Sidmouth charities which
benefit from free storage at the Alexandria Industrial Estate. The company also supports
advertising and sponsorship of other Sidmouth facilities such as the Rugby Club, the under 8s
rugby, Gig Club, Cricket Club, the Golf Club, Port Royal Club, the local youth group for Ten Tors
etc.
6.05
It is important that Sidmouth recognises not only the demand and need for employment space,
but also the town’s demand and need for local employers offering a breadth of employment types
and support including employment services which facilitate other activities within the town.
6.06
Whilst Fords recognises the value of tourism, they do not feel that tourism, health and education
alone would provide a sustainable economic future for the town or its residents. With increasingly
high unemployment rates, there is a growing trend for young people, particularly men, being
unable to find job opportunities. Fords and similar companies are essential in providing
particularly this sector of the community with opportunities to develop a skill and be productive
and successful members of society.
Yours sincerely
Joseph Marchant
MRTPI. IHBC. BA (Hons) TP. Dip TP. Dip Urb Des. MA Urb Des. Dip Arch Cons.
Director on Behalf of Context Logic Ltd

Forward Planning
East Devon District Council
Council Offices
Knowle
Sidmouth
Devon
EX10 8HL
FAO Mr Matt Dickens
6 th JUNE 2012
Dear Mr Dickens
Re: The New East Devon Local Plan 2006-2026 – Employment Site at Sidford
Consultation on Inset Maps 11 May 2012 – 11 June 2012
As part of our formal response to the community consultation opportunity following the Committee
Meeting of 8 th May I would like to confirm that our letter of 1 st May to you we would like to have
formally submitted as a partial response at this stage and therefore I attach this previous letter to
this letter for its inclusion. In addition to the attached letter of 1 st May, I would like to also inform
you of further progress and to respond to detailed matters associated with the Inset Map
associated with the Employment Land for Sidmouth.
Further Matters Arising
1.0 Transportation and Highway Matters
1.01
Further to my letter of 1 st May, the consultants appointed on behalf of Fords including Jubb
Engineering Consultants, have further progressed the:
• Transport Assessment and Travel Plan
• Vehicle access design for the site
1.02
I can advise you the Transport Assessment confirms that the development of the proposed
allocation site for employment would result in vehicle trips and vehicle types being within
acceptable capacity limits for surrounding roads and Sidford Cross. Jubbs have modelled their
evaluation on approved TRICS data, giving regard to matters as identified in the Scoping Report
that you will have seen was agreed by the Highways Authority.
1.03
The Travel Plan also gives regard to best practice guidance and details a well planned and
managed process for the site which would engage employees in sustainable travel arrangements
wherever possible.
1.04
With regard to detailed design components of the proposed and the existing highway, there is
scope to see improvements to the existing infrastructure and these are being considered and
planned for as part of emerging proposals.

1.05
Plans have now been developed with regard to junction designs and also footpath and cycleway
improvements.
2.0 Flood Risk Assessment and Flood Attenuation/Improvements
2.01
Further to my letter of 1 st May, the consultants appointed on behalf of Fords including Jubb
Engineering Consultants, have further progressed the required flood attenuation scheme and the
required Flood Risk Assessment as part of a site in excess of 1 hectare.
2.02
Flood modelling has been largely completed by Jubb Engineering Consultants and information
confirms that development of the site for the proposed use with the right design elements will not
adversely affect flood risk.
2.03
With regard to flood attenuation and flood risk improvements, there is capacity within the site to
improve existing flood risk and this will form part of emerging proposals. Discussions with the
Environment Agency in relation to any improvements will be an ongoing process over the coming
weeks.
3.0 The AONB
3.01
In relation to the employment site, public debate has focused substantially on the AONB and
whilst the AONB is understood and appreciated as having significant weight, you will be aware
that Fords undertook a scoping exercise throughout the Sidmouth valley area and concluded that
the proposed allocation site was the only site that was relatively flat in nature and which was low
lying enough to have limited impact on the wider AONB.
3.02
The allocation site was also the only site where my client was able to secure an Option over a
more extensive area than was to be sought for allocation, to enable a substantial area of buffer
planting and woodland to be ultimately proposed as part of a future planning application.
3.03
I can confirm that it is my client’s intention to submit details of woodland planting as part of a
future planning application which will deliver screening across the northern area as indicated on
the attached plan (overleaf). Flood attenuation areas will involve a buffer between houses to the
south and the proposed employment site. Further planting will also be planned for the edges of
the site to the south, east and west.

4.0 Employment Need
4.01
Please also refer to my correspondence of 1 st May and 30 th January, but further to these pieces
of correspondence, my client is once again able to confirm that the expected expansion of Fords
alone would provide 35 new jobs on the proposed allocation site.
4.02
In addition to their own use, my client has confirmed to me an additional demand for 25,000 sq ft
of development as part of initial identified requirements for a further 9 companies that are seeking
employment land within the Sidmouth valley and which would generate a further 49 jobs in skilled
labour.
4.03
I can confirm that the Alexandria Industrial Estate has no available space/capacity for
development and no units available for rent.

4.04
As you will appreciate, the Alexandria Industrial Estate is at capacity. There is no scope for
additional development to create additional units as a consequence of the site’s complex
ownerships, restrictive gradients and not least, constrained access.
4.05
I can confirm that there is a waiting list for accommodation.
4.06
Following my client’s enquiries to EDDC, we understand that there is no vacant Business Use
Class employment space available at Manstone Workshops and no other Business Use Class
space available within Sidmouth.
4.07
Giving consideration to the loss of employment land over the last 30 years, it is recognised that
the following sites have been developed for other use without replacement:
Foundry Yard – Salcombe Road
Rutherford Builders – Salcombe Raod
Victoria Laundry – Yarde Hill
Bewes Bros Builders – Temple Street
Brewery Site – Temple Street
The Sidmouth Dairy – Temple Street
Mayors Haulage and Coal Yard – Temple Street
Anstis Frozen Food – Woolbrook
Lavers Farm – Fortescue
4.08
Whilst redevelopment of land is inevitable and in some cases desirable, it has to be recognised
that with increases in residential numbers and a growing population, good quality employment
land is essential and is ideally focused away from the town centre where preserving amenity for
visitors to the town is desirable.
5.0 Anticipated Benefits of the Proposed Allocation Site for Employment
5.01
I can confirm that the total investment will exceed £5 million by Fords alone, as a result of the
land acquisition, infrastructural development and building development on the allocation site for
the Fords building.
5.02
As described in my previous correspondence, Fords also anticipates the development of a shared
business facility, including conference suites and reception spaces, to benefit small and medium
sized enterprises and short term business users. It is anticipated that this facility may be possible
in part to market as a Sidmouth Business Development Unit, which is considered to be beneficial
for the town. This facility will also be developed by Fords.
5.03
Fords has started positive communications with the potential investor businesses about skilled
labour opportunities for school leavers within the town. This is essential to the long term
economy and prospects of young people within Sidmouth and is to be specifically focused as an
opportunity to school leavers of Sidmouth College.

6.0 Fords’ Support of the Local Economy
6.01
Fords has a long list of local tradesmen who have carried out their apprenticeships with the
company. These trained tradesmen further assist local businesses, which include maintaining
properties of the Council and also other properties such as hotels and tourist facilities. There are
also other many plumber and electricians within the East Devon area who no longer work for
Fords but who trained with the company for many years and have benefitted from this training
and work experience.
6.02
Fords provides substantial wealth generation from a single business. 98% of their employees live
in East Devon and their payroll exceeds £1 million.
6.03
As a consequence of Fords being located within Sidmouth, employees use town facilities and
therefore assist the wider economy on a non seasonal basis.
6.04
Fords also supports a variety of organisations. There are numerous Sidmouth charities which
benefit from free storage at the Alexandria Industrial Estate. The company also supports
advertising and sponsorship of other Sidmouth facilities such as the Rugby Club, the under 8s
rugby, Gig Club, Cricket Club, the Golf Club, Port Royal Club, the local youth group for Ten Tors
etc.
6.05
It is important that Sidmouth recognises not only the demand and need for employment space,
but also the town’s demand and need for local employers offering a breadth of employment types
and support including employment services which facilitate other activities within the town.
6.06
Whilst Fords recognises the value of tourism, they do not feel that tourism, health and education
alone would provide a sustainable economic future for the town or its residents. With increasingly
high unemployment rates, there is a growing trend for young people, particularly men, being
unable to find job opportunities. Fords and similar companies are essential in providing
particularly this sector of the community with opportunities to develop a skill and be productive
and successful members of society.
Yours sincerely
Joseph Marchant
MRTPI. IHBC. BA (Hons) TP. Dip TP. Dip Urb Des. MA Urb Des. Dip Arch Cons.
Director on Behalf of Context Logic Ltd

C9687-TAR01 June 2012
PRELIMINARY TRANSPORT ASSESSMENT
FOR
A BUSINESS PARK DEVELOPMENT
AT
SIDFORD, SIDMOUTH
Jubb Consulting Engineers Limited
Alexander House
Excelsior Road
Western Avenue
Cardiff
CF14 3AT
Tel: 029 2052 4444
Fax: 029 2052 4445
E-Mail: cardiff@jubb.uk.com
WWW: www.jubb.uk.com

Preliminary Transport Assessment
Proposed Business Park, Sidford
REPORT CONTROL SHEET
Project:
Job No:
Client:
Title:
Report Ref:
Prepared by:
Reviewed by:
Authorised by:
Business Park Development at Sidford, Sidmouth
C9687
Fords of Sidmouth
Preliminary Transport Assessment
TAR01
S. Radford
BE(Hons), MSc
M. Hadley
BSc(Hons), DipTP, MBA, MRTPI
W. James
BSc, CEng, MIStructE
Version Detail Author Checked Approved
SR MH WJ
A Preliminary
June 12 June 12 June 12
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CONTENTS
1.0 Introduction
2.0 Transport Planning Policy
3.0 Development Proposal
4.0 Site Accessibility by Means of Transport
5.0 Traffic Baseline Condition
6.0 Future Year Scenario
7.0 Development Trip Generation
8.0 Development Traffic Impact
9.0 Summary of Development Travel Plan
10.0 Conclusion
FIGURES
Figure 1
Figure 2
Figure 3
Figure 4
Figure 5
Figure 6
Figure 7
Site Location
Adjacent Walking and Cycling Routes
Proposed Cycle Routes
Local Bus Routes
Regional Railway Services
Study Network
Location and Severity of the reported Incidents
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APPENDICES
Appendix A
Appendix B
Appendix C
Appendix D
Appendix E
Appendix F
Appendix G
Appendix H
Appendix I
Appendix J
Development Layout (Not yet available)
Access Junction Design and Swept Path Analysis
Devon County Council‟s Comments
East Devon Parking Standards
Public Transport Information
Accident Data
Traffic Diagrams
TRICS Reports
LINSIG Test at A375/A3052 Junction
PICADY Report for the Proposed Access Junction
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1.0 INTRODUCTION
1.1 Jubb Consulting Engineers Limited (JCEL) have been commissioned as Transport
Consultant to advise on the transportation and highway issues associated with a
proposed commercial development situated to the east of the A375 on the northern
periphery of Sidford. JCEL are experienced practitioners in this field and have
undertaken a wide variety of assessments on behalf of both public and private sector
clients.
1.2 The application site is located on the northern urban edge of Sidford and occupies
two parcels of Greenfield lands that are divided by the access to the town‟s sewage
work. Bordering to the east, the A375 operates as an inter-urban link providing one
of the primary routes to/from Sidford with good connections to the A30, the A3052
and the M5. A site location plan is shown in Figure 1 below:
Figure 1 Site Location
1.3 The development proposal is to promote the land for employment development
through the emerging East Devon Local Development Framework (LDF) process.
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The site currently has no such land use designated within the adopted East Devon
Local Plan. The new emerging Local Plan includes town centre inset maps which
show the proposed allocation of the site for employment.
1.4 The designation will be based on „need‟ and the proposed allocation is a material
consideration. Other sites within Sidmouth which have been considered have not
been proposed for allocation at this stage based on technical or availability issues.
The site is available and deliverable and meets business demands. Part of the site
will be used to expand an established business – Fords of Sidmouth, whilst the
remainder of the site will facilitate other serviced plots for those seeking to invest in
Sid Valley. There has been considerable interest from businesses within the town
and wider region in such new employment opportunities.
1.5 The Masterplan for the site in respect to the form, mix, and quantum remain fluid to
respond to market forces and other outside constraints but is envisaged as providing
a total gross floor area of 22,400sq.m employment area in a manner of:
8960sq.m B1 office development;
6720sq.m B2 light industrial units;
B8 commercial warehousing of 6720sq.m; and
The associated parking, landscaping and internal access.
A development layout is included within Appendix A.
1.6 Vehicular access to the site will be via two priority T-junctions directly off the A375 as
indicated in Appendix B. Pedestrian and cyclist access can be afforded by a
combined cycleway/footpath through the application site connecting to the residential
estate to the south at England‟s Close.
1.7 Jubb is acutely aware of the critical role of the Local Highway Authority (LHA) in
evaluating this scheme and a Transport Scoping Study (C9687-Rep01_B, April 2012)
was subsequently submitted to Devon County Council to seek approval on the
methodology and principles that will be embraced in this Assessment. Matters, raised
by Devon County Council, in response to the submission (Appendix C) have been
considered and addressed within the progress of this TA.
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1.8 Following the discussion outlined above and in compliance with relevant guidance
this report :
Section 2
Section 3
Section 4
Section 5
Section 6
Section 7
Section 8
Section 9
Section 10
Considers the proposal in light of national, regional and local policies;
Details the development proposal and its associated parking and access
arrangement;
Examines the site location in terms of its accessibility by sustainable
means of transport;
Reviews the baseline condition of the local highway network;
Predicts traffic growth for future year assessments;
Quantifies and distribute the development trips generated by all means
of transport modes;
Examines the development impact on the operational efficiency of the
local highway network;
Summarises the Development Travel Plan Framework
Presents the conclusion of the Transport Assessment
1.9 The report concludes that the development will have a neutral impact on the existing
highway with measures in place that will positively improve the efficiency of the
existing highway and deliver enhanced opportunities for greater use of sustainable
transport. In view of this, this development should not be refused on the ground of
highway or sustainability issues.
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2.0 TRANSPORT PLANNING POLICY
2.1 Before describing the site in detail and the proposal, an outline of the Transport
Planning Policy within which it is considered is first presented. The policy framework
surrounding the proposed development forms an integral part of this Transport
Assessment. Within the context of national, regional and local policy, the following
planning and transport policies have been reviewed:
National Planning Policy Framework (2012)
White Paper: Creating Growth, Cutting Carbon – Making Sustainable Local
Transport Happen (DfT, 2011)
Delivering a Sustainable Transport System (DfT, 2008)
Guidance on Transport Assessment (DfT, 2007)
South West Regional Spatial Strategy
Devon County Council Structure Plan 2001-2016
Devon and Torbay Local Transport Plan 2011 – 2026
East Devon District Local Plan Revised Deposit 1995 -2011
East Devon District Local Development Framework
2.2 Current transport policies at the national, regional and local level are built around the
central themes of long-term sustainable development, sustained investment in
transport and improved accessibility at all levels. It promotes continued economic
growth through the provision of an efficient and reliable transport system, a reduction
in traffic congestion, improvements in highway safety, and enhancements to the
accessibility of sustainable modes of travel.
2.3 The key objective of the transport strategy for the development proposal is to deliver
a sustainable and safe transport regime that supports the provision of new
employment opportunities providing benefits to the wider community, improving the
self-containment of Sidford and reducing the number of long distance trips.
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National Planning Policy Framework
2.4 In March 2012, the Coalition Government has published the National Planning Policy
Framework in the bid to simplify the current planning system and allow the localism
agenda to be delivered. The document replaces the Planning Policy Guidance and
Planning Policy Statements with a “clear, tightly focused document setting out
national priorities and rules”.
2.5 The document states that “the purpose of the planning system is to contribute to the
achievement of sustainable development. Sustainable development means
development that meets the needs of the present without compromising the ability of
future generations to meet their own needs. It is central to the economic,
environmental and social success of the country and is the core principle
underpinning planning”.
2.6 It outlines that Local Planning Authorities should plan positively for new development
and approve all individual proposals where certain criteria are met, as is felt to be the
case with this application.
2.7 In relation to transport developments should be located and designed where practical
to:
Accommodate the efficient delivery of goods and supplies;
Give priority to pedestrian and cyclist movements, and have access to high
quality public transport facilities;
Create safe and secure layouts;
Incorporate facilities of charging plug in vehicles;
Consider the needs of people with disabilities by all modes; and
Have a Travel Plan
White Paper: Creating Growth, Cutting Carbon – Making Sustainable Local Transport
Happen
2.8 The White Paper: Creating Growth, Cutting Carbon – Making Sustainable Local
Transport Happen was published by the Department for Transport in January 2011. It
forms part of the overall strategy to tackle carbon emission and sets out the
Government's vision for a transport system that is not only an engine for economic
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growth but also a force to provide a greener, safer and improved quality of life in our
communities. The paper informed the development of the latest Local Transport
Plans (LTP3 2011-2016) and documented the change in emphasis from the Coalition
Government to make decision making both localised and schemes cost effective.
2.9 The White Paper highlights the importance of a sustainable local transport system in
the nation‟s economy and people‟s day to day life. It points out “effective sustainable
local transport is delivered through solutions developed for the places they serve,
tailored for the specific needs and behaviour patterns of individual community”.
2.10 The document unveils a strategic framework for the development of transport
infrastructures and examined the factors that will shape the future travel tendency
with key measures identified as follows:
A £560m Local Sustainable Transport Fund to address the urgent challenges of
building economic growth and tackling climate change, as well as delivering
cleaner environments, improved safety and increased levels of physical activity;
A commitment to work with the transport industry to support the development of
e-purses and other technology related to smart ticketing; and to deliver, with
operators and public sector bodies, the infrastructure to enable most local public
transport journeys to be undertaken using smart ticketing by December 2014;
Further incentivising integrated ticketing and joining up the dots to deliver easier
end-to-end journeys using public transport;
A reduction in the bureaucratic burden on Local Authorities by:
‣ simplifying access to transport funding;
‣ allowing councils to decide on road classifications without going; through
central Government;
‣ simplifying the regulations for introducing new road signs; and
‣ highlights the importance of the national standard for Cycle Training and
specific funding for Bikeability and the 2011/12 Cycle Journey Planner to
encourage cycling.
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Towards a Sustainable Travel System/ Delivering a Sustainable Transport System
2.11 “Towards a Sustainable Transport System – Supporting Economic growth in a Low
Carbon World” was compiled and published by DfT in October 2007. The document:
Demonstrates the commitment of the central Government's to a transport policy
which delivers economic growth and lower carbon emissions;
Sets out the Government‟s policies and strategies to improve the transport
contribution in economy growth and to secure its own part in the overall level of
reduction in carbon emissions; and
Proposes a new approach to long term strategy.
2.12 Since its publication a new document “Delivering a Sustainable Transport System”
has been published for consultation. It identified 5 refined goals and 17 subsequent
challenges to tackle. The five goals are:
To support national economic competitiveness and growth, by delivering reliable
and efficient transport networks;
To reduce transport‟s emissions of carbon dioxide and other greenhouse gases,
with the desired outcome of tackling climate change;
To contribute to better safety, security and health and longer life expectancy by
reducing the risk of death, injury or illness arising from transport, and by
promoting travel modes that are beneficial to health;
To promote greater equality of opportunity for all citizens, with the desired
outcome of achieving a fairer society;
To improve quality of life for transport users and non-transport users, and to
promote a healthy natural environment.
Guidance on Transport Assessment
2.13 “Guidance on Transport Assessment”, published by the DfT in May 2007, presents a
detailed approach for stakeholders on:
When a TA is necessary;
What level of assessment is required; and
Best practice for compiling such a report.
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2.14 The guidance establishes the methods to certify that any proposals conform to up to
date national policies and follow the vision of the central Government on future
transportation. The document emphasises that when preparing a TA the following
considerations should be taken into account:
(i)
Encouraging sustainable access
Reducing the need to travel, especially by car;
Improving sustainable transport choices – making it easier and safer for
people to access jobs, shopping, leisure facilities and services etc by public
transport, walking and cycling;
The accessibility of the location;
Other measures which may assist in influencing travel behaviour, i.e.
achieving reductions in car usage by measures such as car sharing.
(ii) Managing the existing network
Making the best possible use of existing transport infrastructure;
Managing access to the highway network.
(iii) Mitigating residual impacts
Through improvements to the local public transport network, and walking
and cycling facilities;
Through minor physical improvements to existing roads;
Through provision of new or expanded roads.
Manual for Streets
2.15 “Manual for Streets”, launched in March 2007, supersedes “Design Bulletin 32”, first
published in 1977 and its company guide “Places, Streets and Movement” providing
new advice for the design of residential streets in England and Wales. A second
iteration “Manual for Streets 2: Wider Application of Principles” was subsequently
published in October 2010. The document is builds on the original philosophies and
demonstrates how they can be extended to encompass the design of busier streets
and non-trunk roads. It provides a flexible and pragmatic guidance to assist Local
Planning and Highway Authority in managing urban highway network.
2.16 The overarching theme of the MfS is to increase the quality of life through good
design which creates people-orientated streets. It highlights the importance of
interactions between all road users and states that:
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“Streets should not be designed just to accommodate the movement of
motor vehicles. It is important that designers place a high priority on meeting
the needs of pedestrians, cyclists and public transport users, so that growth
in these modes of travel is encouraged”
2.17 Manual for Streets aims to assist in the creation of zones for movement that:
Help to build and strengthen the communities they serve;
Meet the needs of all users, by embodying the principles of inclusive design;
Form part of a well-connected network;
Are attractive and have their own distinct identity;
Are cost-effective to construct and maintain; and
Are safe.
2.18 The scheme will be developed in accordance with these principles, but as an outline
application much of this level of detail is to follow.
Regional Planning Guidance for the South West (RPG 10)
2.19 Regional Planning Guidance (RPG 10) for the South West is prepared by the
Secretary of State for Transport, Local Government and the Regions. It provides a
regional spatial strategy framework within which local authority development plans
and Local Transport Plans (LTPs) in the South West should be prepared.
2.20 The document is underpinned by four overarching aims with the vision to promote
and develop the region, in a sustainable way, as a national and European region of
quality and diversity, where the quality of life for residents, the business community
and visitors will be maintained and enhanced.
Protection of the environment – the effective safeguarding and enhancement
of the region‟s environmental resources, both natural and built, including those
which are crucial to maintaining its overall attractiveness as an area in which to
live, work and play;
Prosperity for communities and the regional and national economy –
improving the competitive position of the South West within the EU and
internationally to increase sustainable prosperity for all its residents and
businesses;
Progress in meeting society’s needs and aspirations – recognising people‟s
requirements for good and improving standards of housing and accessibility to
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facilities; reducing inequalities; and promoting social inclusiveness throughout
the region;
Prudence in the use and management of resources – reducing the
consumption of irreplaceable natural resources and making best use of past
investment including buildings and infrastructure.
2.21 In order to deliver this, key objectives are identified as follows:
a) Ensuring that the level, distribution and nature of development is consistent with
the special character, diversity and distinctiveness of the region and seeks to
maximise benefits to the environment.
b) Safeguarding and enhancing the quality and diversity of the natural, cultural and
built environment across the region, while giving the highest level of protection to
designated areas and features of national and international importance.
c) Improving the economic competitiveness of the region by drawing on its strengths
and resources and fostering the development of businesses and skills.
d) Promoting, supporting, enabling and focusing economic development in ways and
locations where it can best contribute to meeting local, regional and national
needs.
e) Addressing the wide variations in prosperity between different parts of the region
through regeneration and so reducing social exclusion and economic
disadvantage, particularly in areas of special need.
f) meeting people‟s requirements for housing, jobs and facilities of good quality and
in sufficient measure to provide for all who live and work in the region
g) Providing integrated, efficient and environmentally appropriate transport and
communications systems to meet local, regional, national and international
priorities.
h) Improving accessibility to jobs and services and ensuring that patterns of future
development reduce the need to travel and encourage access by walking, cycling
and public transport
i) Recognising and encouraging community identity and diversity.
j) ensuring that development makes the most prudent use of resources created
through past investment, both buildings and other infrastructure, especially in
urban areas; and that it contributes to new infrastructure provision in partnership
with public investment.
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k) Minimising waste and pollution, avoiding loss or damage to irreplaceable natural
and cultural assets and safeguarding the region‟s resources of green fields,
biodiversity, primary minerals and water.
l) Ensuring at all levels of planning integrated relationships between economic
activity and housing, both in terms of scale and distribution.
2.22 In July 2010 Regional Spatial Strategies (RSSs) were revoked by central
Government. Following a legal challenge this revocation was reversed. Therefore the
document remains as part of the policy framework within which a planning decision
will be considered in the region. However it is central Government‟s intension to
abolish RSSs through the Localism Bill in the coming future.
Devon Structure Plan 2001 - 2016
2.23 Devon Structure Plan 2001 to 2016 was adopted in October 2004 and set outs a
spatial strategy for the development and land use in the area. It provides a policy
framework for detailed decisions by Local Authorities within Devon in the preparation
of their individual forward plans e.g., Local Transport Plan, Local Development
Framework, Community Strategies etc.
2.24 The key objective of the structure plan on transport and highway grounds is “to
develop an integrated and sustainable transport strategy” with detailed policies are
directed towards:
Travel within Devon;
Coordination of land use / travel planning;
Management of travel demands;
Parking standards;
The establishment of a transport mode hierarchy;
Network integration; and
The promotion of walking, cycling and public transport.
Devon and Torbay Local Transport Plan 2011 – 2026
2.25 Devon and Torbay Local Transport Plan 2011 to 2026 has been developed in
response to the changes in priorities and policies of the Coalition Government with
the aim to deliver a transport strategy that of greater efficiency and better use of
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resources to meet economic, environmental and social challenges. This is a
combined Local Authority submission covering the whole of Devon and Torbay.
2.26 The plan seeks to provide a transport system that will offer business, communities
and individuals safe and sustainable travel choices whilst assisting in delivering a low
carbon future, a successful economy and a prosperous healthy population living in an
attractive environment. It will build on the success of the Local Transport Plan I & II
and continue to deliver value for money schemes and policies to take the county
forward over the next 15 years.
2.27 To achieve this, the strategy has five key strands:
Deliver and support new development and economic growth;
Protect the existing transport network by making the best use of the transport
asset and prioritising maintenance;
Work with communities to provide safe, sustainable and low carbon transport
choices;
Strengthen and improve the public transport network;
Become the “Place to be naturally active by developing and investing in the rural
and urban cycle and walking network.
East Devon Local Development Framework
2.28 In 2004 a new approach to planning known as the Local Development Framework
was introduced by Government with the intention of streamlining the local planning
process and providing greater flexibility and quicker response to changing
circumstances. In practical terms, the LDF is a collection of Local Development
Documents (LDDs) outlining how development takes place in towns and the
countryside.
2.29 The local development framework (LDF) The LDF is being undertaken, and a draft
East Devon New Local Plan 2006 - 2026 was published in December 2011 for public
consultation. It sets out the spatial vision and objectives for East Devon and
establishes the policy framework to steer the development and change in the District.
2.30 The policies expressed in the draft Local Plan that are relevant to this development
on transport and highway grounds are discussed in context below:
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Policy TA1 – Accessibility of New Development
New development should be located so as to be accessible by pedestrians, cyclists and
public transport and also well related to compatible land uses so as to minimise the need to
travel by car. Where proposals are likely to attract large numbers of visitors they must be
accessible by public transport available to all sectors of the community. Development
involving the creation of public open space, car parking area, highways and other areas to
which the public have access, must provide adequate provision for persons with reduced
mobility.
Policy TA4 – Footpaths, Bridleways and Cycleways
Development proposals will be required to include measures to provide, improve and extend
facilities for pedestrians and cyclists commensurate with the scale of the proposal. Footways
and routes for pedestrians and cyclists within and through new development schemes will be
encouraged. These measures may include both shared and exclusive surfaces to provide
safe, convenient and attractive routes, and must be designed to take account of the needs of
persons with restricted mobility. Wherever possible the opportunity should be taken to join,
upgrade and extend existing or proposed networks.
Development which would result in the loss, or reduce the convenience or attractiveness of an
existing or proposed footpath, cycleway or bridleway, will not be permitted unless an
acceptable alternative route is provided.
Policy TA8 – Safeguarding of Land Required for Highway and Access Improvements
Land required for the following highway and access schemes will be safeguarded from other
development.
Road Schemes
1. Completion of Dinan Way at Exmouth. The extent of safeguarded land is indicated on the
Proposals Map.
Other Access Improvements
2. Exmouth, town centre to seafront – enhanced pedestrian route.
3. Honiton, Heathpark to Sidmouth Road – pedestrian and cycle link.
4. A373 Awliscombe, Sunnyside to village – footway.
5. Sidmouth to Sidford, The Byes – cycle route extension.
6. Sidford to Sidbury – pedestrian and cycle route.
7. A3052 Harpford to Newton Poppleford – footway/footbridge.
8. Exeter to Broadclyst – cycle route.
9. Exeter to Clyst St Mary and Westpoint – cycle route.
10. B3174 Clyst Honiton to Airport and Business Park – footway and cycle route.
Policy TA9 – Parking Provision in New Development
Spaces will need to be provided for Parking of cars and bicycles in new developments. As a
guide at least 1 car parking space should be provided for one bedroom homes and 2 car
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parking spaces per home with two or more bedrooms. At least 1 bicycle parking space should
be provided per home.
In town centres where there is access to public car parks and/or on-street parking lower levels
of parking and in exceptional cases where there are also very good public transport links, car
parking spaces may not be deemed necessary.
All major developments should include charging points for electric cars.
2.2 Upon its formal adoption, the LDF will replace the existing East Devon Local Plan
which currently sets the framework for development in an area. In the interim period,
approval has been obtained from the Secretary of State to continue using certain
„saved policies‟ from the LP.
East Devon Local Plan 1995 - 2011 (2006)
2.31 The district council‟s saved planning policies were outlined within the East Devon
Local Plan adopted in July 2006. It sets out the strategy framework to guide
development and the use of land within East Devon District for the period up to the
year 2011. The main objectives of the adopted plan in relation to the proposed
development is to:
To support communities by creating new development close to facilities with
good access to public transport and by other transport modes;
To maintain clean and safe environment and improve public amenity;
To seek provision of adequate infrastructure to meet existing needs and keep
pace with the requirement of new development;
To protect and improve the quality and character of settlements;
To reduce the need to travel and maximise the potential of modes of transport
other than the private car;
Promote good design in development that respects and enhances local
character and distinctiveness;
To create a stronger and more diverse local economy and contribute to the
development of the regional economy to be capable of generating self-sustaining
growth and which offers secure and good quality employment to local people
taking account of planning and environmental considerations;
To protect and enhance the vitality of district and local centres; and
To support economic diversification in rural areas.
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2.32 The content and philosophy underpinning the Transport Assessment has been
discussed, adjusted and agreed with the Local Planning and Highway Authority to
ensure a full understanding of development traffic implications on the local and
strategic highway network.
2.33 The design philosophy of the proposed development will echo Central and Local
Government‟s vision to promote a sustainable transport regime with particular
emphasis on priority measures for pedestrians, cyclists and public transport users.
2.34 To better understand the barriers and opportunities presented for the development, a
detailed review on the existing site accessibility by sustainable modes of travel will be
carried out as part of this Assessment. Measures and initiatives in the form of
network enhancements and travel planning will be proposed to support the delivery of
a sustainable development, enhance the site connectivity by alternative means of
transport and promote the usage of Active Travel where appropriate.
2.35 Movements internal to the site will be designed to create a safe travel environment
for all the road users, particularly facilitating easy access by foot and cycle. Taking
into account the nature and location of the proposed development, the maximum
parking standards outlined within the Local Plan will be adhered to for all proposed
land-uses to avoid any potential over-spill on-street parking as result of under
provision.
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3.0 APPLICATION SITE & DEVELOPMENT PROPOSAL
3.1 The application site is located on the northern urban edge of Sidford and occupies
two parcels of Greenfield land of approximately 5.6 hectares that are divided by the
access to the town‟s sewage works.
3.2 The development proposal is to promote the land for employment use through the
emerging East Devon Local Development Framework (LDF) process. The site
currently has no such land use allocated within the adopted East Devon Local Plan.
The new emerging Local Plan includes town inset maps which show the proposed
allocation of the site for employment.
Development Proposal
3.3 The Masterplan for the site in respect to the form, mix, and quantum remain fluid to
respond to market forces and other outside constraints but is envisaged as providing
a total gross floor area of 22,400sq.m employment area in a manner of:
8960sq.m B1 office development;
6720sq.m B2 light industrial units;
B8 commercial warehousing of 6720sq.m; and
The associated parking, landscaping and internal access.
Site Access
3.4 The proposed development will be served by 2 vehicular accesses in the form of
priority T-junctions off the A375 with a visibility splay of 2.4 x 43 metres in
accordance with the “Manual for Streets Two” Guidance as agreed with Devon
County Council.
3.5 The design of the internal road network will also be engineered to accomplish the
standards specified in the MfS Guidance with particular emphasis will also be
directed to the creation of safe routes around the site facilitating easy access by foot
and cycle.
Parking Provision
3.6 The scale of parking provision is viewed in some quarters as a tool in managing
demand generated by vehicles, and subsequently is keenly managed by planning
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authorities. The proposed framework for on-site parking provision for cars, bicycles
and deliveries will be determined in the context of the EDDC‟s Parking Standards to:
prevent any overspill of parking onto the neighbouring highway network; and
improve local highway safety by providing adequate visibility, parking and onsite
turning facilities.
3.7 The East Devon Local Plan adopted in June 2006 outlines maximum/minimum
parking standards for various categories of land uses (Appendix D). The standards
relating to the application site are summarised below:
Land Use
Maximum
Parking Standards
Maximum Provision
for Development
B1 Including Offices 1 space per 30sq.m 299 spaces
B2 General Employment 1 space per 50sq.m 134 spaces
B8 Storage and Distribution 1 space per 200sq.m 34 spaces
Table 3.2 –Parking Standards
3.8 In addition, suitable cycle parking storage will be provided onsite in accordance with
the minimum cycling parking standards (Table 3.3) in the form of secured and
sheltered cycle stands, storage or other space as appropriate to the development
form.
Land Use
Minimum Cycle
Parking Standards
Minimum
Cycle Provision
B1 Including Offices 1 space per 200sq.m 45 stands
B2 General Employment 1 space per 300sq.m 22 stands
B8 Storage and Distribution 1 space per 300sq.m 22 stands
Table 3.3 – Minimum Cycle Parking Standards
3.9 To deliver a sustainable development, the proposed scheme will be sensitively
designed to provide a high quality layout and environment maximising transport
sustainability and integration.
3.10 To encourage the usage of sustainable modes of travel, a development travel plan
will also be introduced onsite to
Raise people‟s awareness of sustainable travel;
Reduce people‟s dependency on car usage;
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Discourage the unnecessary car journeys; and
Encourage modal shift towards walking, cycling and public transport.
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4.0 SITE ACCESSBILITY
4.1 Current National and Local planning policies highlight the importance of integrating
land-use, transport and planning decisions to address the needs of the future and
present communities to create developments with good access to local infrastructure
and supported by quality public transport services.
4.2 This section examines the level of accessibility by all means of transport to the
application site. It demonstrates that despite, its semi-rural location, the application
site is connected to the local walking, cycling and public transport services via the
A375. The “A” road operates as an inter-urban link providing one of the primary
routes to/from Sidmouth facilitating the development with a reasonable level of
accessibility by sustainable means of travel.
Walking and Cycling
4.3 There is currently no footpath along the frontage of the development site at the A375
School Street. Whereas some 100 metres south, well lit and kerbed footways of
various width become available along eastern side of the single carriageway at its
entrance to a 20mph “home zone”.
Plate 4.1 Footpath along the A375
4.4 From School Street, pedestrian routes radiate out and penetrate the adjoining
residential estates in a mixture of footpath, alleyways and roadside pavements
providing short-cuts between the application site and local communities.
4.5 Following the road alignment southwards, the “A” road bisects the village of Sidford
providing a continuous pedestrian link to the local residential, shopping and leisure
amenities along its length with onward connection to the market town of Sidmouth.
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4.6 There is no formal crossing facilities along the A375 within the vicinity of the
development site with the nearest crossing point available at A375/A3052 signalised
junction in the form of dropped kerbed and tactile paving at all arms.
4.7 Attributable to its organic growth and historic nature, the town‟s road network has
grown from a series of lower order routes leaving typically confined highway
geometry. This has led to little provision of cycling infrastructure along the local
highway within Sidford. The adjacent walking and cycling routes are show in Figure 2
below:
On-road cycleway Bridleway Footpath Application Site
Figure 2 Adjacent Walking and Cycling Routes
4.8 However to improve the accessibility of Sidford village by walking and cycling, Devon
County Council has proposed to extend the cycle/footway from the centre of
Sidmouth through to Sidford and onto Sidbury providing approximately additional 2.0
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kilometres of shared cycle /footway between River Sid footbridge in the south to
Sidbury Millennium Green in the north with an important link to Sidmouth College.
Figure 3 shows the Council‟s aspirations in the area:
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Figure 3 Proposed Cycling Links
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Travel by Bus
4.9 The nearest bus stops are located at School Street some 100m walk south of the site
at the A375/Sid Vale Close Junction where regular bus service 52B and Sunday
Service 56B can be obtained providing an average frequency of 20 return journeys
per weekday.
4.10 In addition, Bus service 52A, 899, X53 and X54 can also be accessed within a 5
minutes‟ walk from the site at the Spar convenience store along the A3052 providing
an additional 35 bus services per weekday commuting between Sidmouth, Exeter,
Seaton, Lyme Regis and nearby market towns.
Sidford Garage Bus Stop
Figure 4 Bus Routes
Sidford Spar Bus Stop
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4.11 A summary of these services together with the approximate frequencies are
displayed in the Table 4.1 below with local bus routes and detailed timetables
included as Appendix E.
4.12 The table indicates the general level of provision for the normal weekday peak
periods. On certain routes, however, some additional service buses are added or
routes varied slightly to accommodate peak period, school journey destination
demands and enhanced summer services.
No Bus Stop Route
Weekday
Ave Frequency
Saturday
52B
Sidford
Garage
Exeter – Sidmouth – Sidford -
Sidbury - Honiton
Every 60 min
(0733 – 2325)
Every 60 min
(0744 – 2353)
52A
Sidford
Spar
Exeter – Newton Poppleford-
Sidmouth - Seaton
Every 60 min
(0620– 1951)
Every 60 min
(0627– 1952)
899 Sidford
Spar
Sidmouth - Seaton - Lyme Regis
11 services per day
(08:00-17:20)
2 services
X53
Sidford
Spar
Poole – Weymouth – Bridport –
Lyme Regis – Seaton – Sidford -
Exeter
Every 120 min
(0737– 2000)
Every 120 min
(0737– 2000)
X54
Sidford
Spar
Bridport – Lyme Regis – Seaton –
Sidford - Exeter
2 services 2 services
Table 4.1 Bus Timetable
4.13 The approximate travel time of bus journey from the development site to the key
destinations are summarised below (as timetable) :
Seaton 15 minutes
Honiton 20 minutes
Sidmouth 5 minutes
Exeter 60 minutes
Exmouth 30 minutes
Bridport 65 minutes
4.14 There is no rail station at Sidford and Sidmouth with the nearest being at Honiton and
Axminster providing hourly mainline train services between Exeter St Davids and
London Waterloo. Regional and local train services to the rest of UK can be boarded
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at Exeter St Davids which can be reached via direct bus services and offers a
frequent and comprehensive network services to a wide variety of destinations.
Figure 5 Regional Railway Services
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5.0 STUDY HIGHWAY NETWORK
The Condition of the Existing Highway
5.1 Taking into account the potential vehicle routes to the application site, an impact
study area, along with junctions recognised as potentially sensitive to fluctuations in
traffic flow, has been proposed as part of the Scoping Study, as subsequently
discussed and agreed in principle with the Local Highway Authority.
Figure 6 Study Network
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5.2 Vehicular access to the site will be via two priority T-junctions directly off the A375 as
indicated in Appendix B. The A375 operates as an interurban link forming an
important part of the regional strategic highway network within East Devon.
5.3 Along the frontage of the application site, the A375, known as School Street, is a
well-lit single carriageway of 6.0 metres in width and subject to a speed limit of
30mph. Some 100 metres south, it enters a 20mph “home zone” area with a kerb
footpath available along eastern side of the carriageway with tactile paving and
dropped kerbs at junctions.
Plate 5.1 the A375
5.4 To the north it travels through the village of Sidbury and then joins the A30, A35, and
A375 at Honiton with the latter one directing traffic onto M5 at Cullompton. Whereas
southwards the A375 bisects the village of Sidford and joins the A3052 at a
signalised junction before proceeding into the centre of Sidmouth.
Plate 5.2 A375/A3052 Junction
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5.5 The A3052 is an important inter-urban traffic route that runs across East Devon in an
east-west direction providing gateway links to the towns and villages along the
southern coastline of Devon and Dorset.
Plate 5.3 the A3052
5.6 Within the village of Sidford, the A road is 6.0 metres wide with a mixture of
commercial, retail and residential frontage along its length. Traveling westwards the
single carriageway precedes into the village of Newton Popplenford with onwards
connection to M5, A376 and A379 at Exeter. Whereas heading east, it serves
Seaton, Axmouth and Lyme Regis before feeding into the A35 at Charmouth.
Highway Safety
5.7 In order to understand the safety level of the existing highway and identify any
potential risk of conflict, an accident analysis has been carried out as part of this
Transport Statement. Personal Injury Accident (PIA) records were sourced and
collated from Devon County Council along the surrounding road network to cover a
five year period between January 2006 and December 2010.
5.8 There were a total of 9 slight injuries reported within the study area in the last five
years, of which:
Three were reported within the vicinity of the development site along the A375
with one recorded at Ottery Lane/School Street Junction. Severe weather
conditions were responsible for two of these incidents whereas another one
involved a collision with an emergency vehicle as the rider panicked while giving
way to the ambulance and lost control of his motor bike ;
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Three were reported at A375/A3052 junction of which two involved a rear end
shunt giving rise to three slight injuries and another one was the direct outcome
of a traffic light offence as the vehicle contravened a red light signal and collided
with a pedestrian who was crossing the road.
One incident was noted as being under the influence of alcohol as an intoxicated
driver lost control of their vehicle while travelling along Sidford Road and hit the
road bank swerving off the carriageway;
Two “pedestrian associated” incidents were reported along the A3052 Church
Street to east of its junction with A375. One was pedestrian associated and was
the outcome of the pedestrian‟s failure to give way as the victim suddenly
stepped off the footpath into the path of oncoming traffic. Another one occurred
as the vehicle drove too close to the pavement and caught the pedestrian walking
on the footpath.
5.9 The severity of the reported accidents in relation to their location is indicatively shown
in Figure 7 below with detailed information included within Appendix F.
5.10 It seems reasonable to conclude that the highway network surrounding the proposed
development site does not suffer from any inherent infrastructure weakness that
would be considered in itself dangerous. Development traffic would have a reasoned
impact upon the amount of accidents due to the fact that most accidents were not
directly caused by the volume of traffic but severe weather conditions or irresponsible
driving behaviour. The existing accident pattern will not be negatively affected by the
proposed development.
.
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Figure 7 Severity and Location of the Reported Incidents
The Performance of the Existing Highway
5.11 In order to examine the operational efficiency of the defined study network and
identify any potential capacity constraints caused by junction layout or traffic demand,
Weekday junction count and ATC Survey were subsequently conducted at the
following locations to establish the baseline conditions within the study network:
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Type of the Count
Weekday Junction Count
(AM Peak 07:00-10:00)
(PM Peak 15:30-18:30)
Location
A375 School St /A3052 High St
Signalised Crossroads Junction
Week Long ATC Survey
Along the A375 (100 metres north of
the A375 School St/Brook Ln Priority T-
junction)
Table 5.2 Traffic Survey Schedule
5.12 In order to accurately reflect the peak demand of the adjacent highway network and
deliver a robust assessment, the collected traffic data is calibrated as follows:
AM Peak - every accumulated hour between 07:30 – 09:30 with a 30-minute
increment;
PM Peak - every accumulated hour between 16:00 – 18:30 with a 30- minute
increment.
5.13 The related entry flows (in vehicles) at each individual approach are tabulated below
for each rolling hour:
Time Period School St Church St Sidford Rd High St Total
07:30 – 08:30 230 288 238 284 1040
08:00 – 09:00 254 289 273 309 1125
08:30 – 09:30 229 275 271 299 1074
16:00 – 17:00 162 378 258 336 1134
16:30 – 17:30 169 355 294 378 1196
17:00 – 18:00 203 331 247 364 1145
17:30 – 18:30 189 260 174 304 927
Table 5.3 Observed Traffic Inflow at the A375/A3052 Junction
5.14 It can be seen above, despite the consistency shown in AM Peak between 08:00-
09:00, different PM Peaks were also observed at each entry approach with the
highest demand occurring between 16:30 and 17:30.
5.15 To verify the representative nature of the adopted junction count and the accuracy of
the collected turning movements, weeklong ATC survey were laid down in
conjunction with the junction count between 07/05/12 and 17/05/12 to gather the 2-
way traffic volumes along the A375 within the vicinity of the development site. The
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07:30
08:00
08:30
09:00
09:30
10:00
10:30
11:00
11:30
12:00
12:30
13:00
13:30
14:00
14:30
15:00
15:30
16:00
16:30
17:00
17:30
18:00
18:30
19:00
07:30
08:00
08:30
09:00
09:30
10:00
10:30
11:00
11:30
12:00
12:30
13:00
13:30
14:00
14:30
15:00
15:30
16:00
16:30
17:00
17:30
18:00
18:30
19:00
Preliminary Transport Assessment
Proposed Business Park, Sidford
recorded weekday vehicle movements were plotted directionally in the charts below
to ascertain that no specific day possessed abnormal levels of traffic.
A375 - Weekday Southbound Traffic
160
140
120
100
80
60
40
20
0
Wed 09/05/2012 Thur 10/05/2012 Fri 11/05/2012 Mon 14/05/2012
Tues 15/05/2012 Wed 16/05/2012 Average
A375 - Weekday Northbound Traffic
180
160
140
120
100
80
60
40
20
0
Wed 09/05/2012 Thur 10/05/2012 Fri 11/05/2012 Mon 14/05/2012
Tues 15/05/2012 Wed 16/05/2012 Average
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5.16 An average Weekday AM and PM peak of 08:00-09:00 and 16:30-17:30 was
observed to be consistent with the Manual Junction Count with an average 2-way
flow of 435 and 448 vehicles recorded respectively.
5.17 The differentiation in traffic volumes recorded during the survey period on an hourly
basis is noticeable. This can be simply explained as a consequence of low traffic
volumes commuting along School Street as any minor changes in flow level will lead
to a significant fluctuation proportionally.
5.18 In view of this, and in order to demonstrate the representativeness of the adopted
junction survey, the 2-way traffic flow recorded on Wednesday 9th May 2012 was
compared to the resultant average weekday flow and the turning movements
observed at A375 /A3052 junction.
AM
Wednesday
ATC Data
08:00-09:00
Average ATC
Weekday Flow
Wednesday
Junction Count
Northbound 184 193 197
Southbound 244 242 254
PM
Wednesday
ATC Data
16:30-17:30
Average ATC
Weekday Flow
Wednesday
Junction Count
Northbound 272 259 270
Southbound 157 188 169
Table 5.4 Comparison Study
5.19 As can be seen above, the adopted junction turning movements are in line with the
derived average weekday flow level with the discrepancy easily attributed to the
location of the traffic count and the daily peak period variation.
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6.0 FUTURE YEAR BASELINE CONDITION
6.1 The anticipated completion year for the proposed development is 2014. A design
year of 2019, 5 years post completion, is proposed to ensure a robust reflection of
the future highway conditions.
6.2 In view of this, growth adjustments are applied to base year traffic flows to reflect the
rising traffic demand resulting from greater wealth, increased working population,
employment potential, and car ownership amongst other factors.
6.3 In order to make a forward projection of the future year baseline condition, the
relevant growth rates for Car Drivers have been calculated using TEMPRO NTEM
6.2 for Sidmouth. The factors were then subsequently calibrated in line with DfT
Tempro User Guidance to account for the National Transport Model (NTM 2009) to
derive local traffic growth. The adopted growth rates are summarised in Table 6.1
below:
Period
AM
Growth Rate
PM
Year 2012 to 2014 1.0162 1.0172
Year 2012 to 2019 1.1085 1.1133
Table 6.1 Growth Factors
6.4 These rates are based on a variety of assumptions relating to policy objectives,
economic and social forecasting including household demand and relocation.
However due to the current economic downturn and its uncertainly of future
outcomes, it is possible the identified growth rates are greater than will be achieved
over the modelled period.
6.5 Also the drive towards a more balanced economy with greater resilience may imply
slower but steadier growth as opposed to the rapid growth experienced during the
last decade. Therefore all the adopted traffic growth factors do indeed represent
worst case scenarios.
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Committed Development
6.6 According to the DfT Guidance on Transport Assessment, committed development,
that will impose a significant impact upon the proposed study network, should be
identified considered as part of the transport appraisal. Scoping consultation with
Devon County Council indicated that there is no committed development in the
surrounding area to be taken into account at the testing junction.
6.7 The impact of development traffic will be assessed solely on the observed traffic
levels that has been factored up to the opening and design year level. The resultant
future year traffic diagrams are included within Appendix G.
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7.0 DEVELOPMENT TRIP GENERATION
7.1 In compliance with DfT Guidance, a multi-modal assessment has been undertaken
to:
quantify the number of associated development trip generation by modes and
periods;
allocate the derived people movements, made by various means of travel;
and
assign the associated vehicle movements onto the local highway network.
7.2 To avoid any abortive work in the future and to deliver a robust but practical traffic
impact study, the adopted methodologies underpinning the quantification of
development impact by various means of transport were submitted to Devon County
Council as part of the Scoping Study and subsequently agreed in principle.
7.3 The corresponding assessment on trip generation , modal split and trip assignment to
the network are considered in the following section
Person Trip Generation
7.4 In line with DfT Guidelines, the TRICS database has been employed as an initial tool
to calculate the likely people movements generated by the proposed development.
As the mix of the proposed scheme is yet to be determined, the associated trip rates
and travel patterns are assessed respectively for various categories of commercial
land uses.
7.5 Multi-modal surveys, collated in the TRICS 2012(a), have been reviewed and filtered
to include only those that share similar characteristics to the application site. This
approach delivers a robust assessment and is indicative of the level of person trips
that will be generated by the envisaged land uses.
7.6 DfT Guidance on Transport Assessment stated that the chosen analysis period
should not only reflect the condition of the adjacent transport system but also take
into account the travel patterns of development-generated trips. In view of this,
separate peak periods are identified for each individual type of proposed employment
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use. These have been combined with the identified highway peak to provide a worst
case scenario.
7.7 The subsequent trip rates, derived from a complete set of selected multi-modal
studies, are summarised as follows (Appendix H):
Land Use
( per 100 sq.m GFA)
Weekday Person Trip Rates
AM Peak
PM Peak
IN OUT IN OUT
B1 – Office 2.095 0.268 0.263 1.879
B2 – Light Industrial Unit 2.018 0.314 0.147 1.713
B8 – Commercial Warehouse 0.195 0.072 0.05 0.167
Table 7.1 Person Trip Rates
7.8 In light of this, the resultant maximum development trip generation are estimated as
follows. As noted as an outline application, the site may yield less floor space and
hence these rates are deemed suitable for a robust test of the identified junction with
lower traffic flows being likely.
Land Use
GFA
Weekday Person Trip Rates
AM Peak
PM Peak
IN OUT IN OUT
B1 – Office 8960sq.m 188 24 24 168
B2 – Light Industrial Unit 6720sq.m 136 21 10 115
B8 – Commercial Warehouse 6720sq.m 13 5 3 11
Total Generation 22,400sq.m 336 50 37 295
Table 7.2 Person Trip Generation
Travel Patterns
7.9 Travel patterns derived from the complete set of the selected multi-modal studies for
the envisaged land-uses will be adopted as a baseline condition to quantify the
number of people movements by the various means of travel.
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Land Use
B1 Office
B2
Industrial Unit
B8
Commercial
Warehouse
AM PM AM PM AM PM
Walk 7% 8% 5% 8% 6% 6%
Cycle 2% 1% 2% 2% 1% 2%
Car Driver 72% 71% 81% 78% 75% 78%
Passenger 6% 7% 12% 12% 15% 11%
Public Transport 13% 12% 0% 1% 3% 2%
People 100% 100% 100% 100% 100% 100%
Table 7.3 TRICS Modal Splits
7.10 Cross-examination with other sources of travel information highlight where some
adjustment are felt necessary to reflect local travel tendency not demonstrated in the
TRCS latter:
TEMPRO 2012 multi-modal information for work/business related journeys in
Sidmouth:
TEMPRO 6.2 AM PM
Walk 10% 10%
Cycle 4% 3%
Car Driver 66% 57%
Passenger 14% 12%
Public Transport 5% 4%
Table 7.4 TEMPRO Travel Patterns
2001 Census Data - Method of Travel to Work. Taking into account the
location and nature of the proposed development, travel patterns derived for
the administration ward – Sidmouth Sidford are felt to be representative.
Census Data
Walk 21%
Cycle 3%
Car Driver 66%
Passenger 7%
Public Transport 3%
Table 7.5 2001 Census Data
7.11 Despite a positive modal shift from vehicle usage to sustainable modes of travel
being achievable through the travel plan and master planning, for the purposes of this
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study, the average modal shares generated by TRICS data (calculated based upon
the proportion of the development mix) are adopted as a baseline condition for the
proposed development and thus deliver a robust case scenario.
Adopted Travel Pattern
AM Peak PM Peak
Walk 6% 7%
Cycle 2% 2%
Car Driver 76% 75%
Passenger 11% 10%
Public Transport 6% 6%
Table 7.6 Adopted Development Traffic
7.12 The resultant trip generation by all modes of transport are:
Weekday Person Trip Rates
Modes of Travel AM Peak PM Peak
IN OUT IN OUT
Walk 20 3 3 22
Cycle 5 1 1 5
Car Driver 255 38 28 222
Passenger 36 5 4 29
Public Transport 20 3 2 17
Total 336 50 37 295
Table 7.7 Trip Generation by All Modes of Transport
Trip Distribution
7.13 To allocate the anticipated development onto the local highway network it is assumed
that
15% of the generated traffic will travel to/from the development via A375
North (Honiton Direction);
Whereas the remaining 85% traffic coming from the A375 south will be
directionally distributed based upon the existing entry/exit flow at the A375/the
A3052 signalised junction.
7.14 The development traffic was assigned to each route accordingly for each identified
testing periods with the traffic diagrams shown in Appendix G.
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8.0 DEVELOPMENT IMPACT ON LOCAL HIGHWAY NETWORK
8.1 Discussions with the Local Highway Authority indicate that junction assessment
should be conducted where material changes in traffic volumes are experienced. In
view of this an impact assessment has been undertaken to determine the potential
effects of the proposal on the local highway network.
8.2 Thus, for the sake of robustness, the percentage increase on the net traffic of the
year 2012 base flow as result of the proposed commercial development is
subsequently summarised below in table 8.1. The proposed development is predicted
to result in a minor increase in traffic on the highway network.
Approach
Year
2012
Weekday AM Peak
Dev
%
increase
Year
2012
Weekday PM Peak
Dev
%
increase
School Street 254 32 13% 169 189 112%
Church Street 289 72 25% 355 8 2%
Sidford Road 273 68 25% 294 7 2%
High Street 309 77 25% 378 9 2%
Table 8.1 Development Impact
8.3 In line with the IHT‟s (Institute of Highways and Transportation) Guidance, links and
hence junctions should be assessed where
“Traffic to and from the development >10% of the two way traffic on the
adjoining highway, or >5% where congestion exists or will exist when the
development is completed”.
8.4 In view of this, junction capacity tests have therefore been conducted using LINSIG
models at A375/A3052 Signalised Junction for the following scenarios for the
proposed testing periods:
Base Year 2012
Completion Year 2014 with and without development
Design Year 2019 with and without development
8.5 It should be noted that to allow a performance margin, the recommended theoretical
capacity of a junction is defined as:
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a Ratio of Flow to Capacity (RFC) of 0.85 for a T-junction or Roundabout; and
a maximum degree of saturation of 90% or a positive Practical Reserve
Capacity value for a Signalised Junction.
8.6 The above thresholds are adopted to represent the desirable maximum and if
exceeded, the junction will be considered as operating over capacity and would
experience delays, queuing and resultant congestion.
A375/A3052 Signalised Junction
8.7 In order to accurately set up the LINSIG model for this crossroads signalised junction,
junction layout and signal timing plans were obtained from Devon County Council.
The outturn LINSIG results (Appendix I) indicate that the junction will operate
efficiently under the existing signal control up to a design year of 2019 with a
maximum queuing of 9 pcus predicted along Sidford Road during the testing periods.
Arm
Base Year 2012
Signalised Junction (90s cycle)
AM Peak
08:00-09:00
PM Peak
16:30-17:30
Deg Sat Queue Deg Sat Queue
School Street 61.0% 6.5 57.3% 4.6
Church Street 50.6% 3.9 50.8% 4.7
Sidford Road 62.0% 7.1 61.8% 7.4
High Street 57.1% 4.1 57.4% 4.8
PRC 45.2% 45.7%
Network Delay 9.76 pcuHr 9.32 pcuHr
Arm
Completion Year 2014
Signalised Junction (90s cycle)
AM Peak
08:00-09:00
PM Peak
16:30-17:30
Deg Sat Queue Deg Sat Queue
School Street 61.9% 6.7 58.3% 4.7
Church Street 51.4% 4.0 51.7% 4.9
Sidford Road 63.0% 7.2 62.8% 7.6
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High Street 58.1% 4.2 58.4% 4.9
PRC 42.9% 43.3%
Network Delay 10.00pcuHr 9.57 pcuHr
Arm
Design Year 2019
Signalised Junction (90s cycle)
AM Peak
08:00-09:00
PM Peak
16:30-17:30
Deg Sat Queue Deg Sat Queue
School Street 67.6% 7.6 63.8% 5.3
Church Street 55.9% 4.5 57.9% 5.6
Sidford Road 68.7% 8.1 68.8% 8.6
High Street 65.0% 4.8 65.0% 5.7
PRC 31.0% 30.9%
Network Delay 11.59 pcuHr 11.17 pcuHr
Table 8.2 Baseline Condition for Existing Junction (H)
8.8 Taking into account the additional traffic generated by the proposed scheme, the
LINSIG test indicates that the junction is still operating within acceptable parameters
with a maximum increase of 6 pcus in queue length. Detailed LINSIG reports are
included as Appendix I.
Arm
Completion Year 2014 + Dev
Signalised Junction (90s cycle)
AM Peak
08:00-09:00
PM Peak
16:30-17:30
Deg Sat Queue Deg Sat Queue
School Street 82.0% 9.2 79.0% 10.2
Church Street 76.9% 6.3 63.1% 4.9
Sidford Road 84.8% 11.1 73.8% 8.6
High Street 60.6% 5.0 74.4% 6.3
PRC 6.1% 14.0%
Network Delay 16.21 14.58
Arm
Design Year 2019 + Dev
Signalised Junction (90s cycle)
Jubb Consulting Engineers Limited
C9687 TAR01_A June 2012

Preliminary Transport Assessment
Proposed Business Park, Sidford
AM Peak
08:00-09:00
PM Peak
16:30-17:30
Deg Sat Queue Deg Sat Queue
School Street 83.8% 10.0 82.4% 11.1
Church Street 79.0% 7.4 66.4% 5.4
Sidford Road 86.8% 12.1 84.9% 10.8
High Street 69.4% 5.9 80.3% 7.6
PRC 3.7% 6.0%
Network Delay 18.27 pcuHr 17.76 pcuHr
Table 8.3 Future Operation with Development Traffic
Proposed Access Junction
8.9 In order to accommodate the proposed development traffic and improve the
manoeuvres of all the road users, vehicular accesses to the application site will be
directly off the A375 in form of priority T-junctions. The suitability, location and design
of this highway arrangement has been discussed and agreed with Devon County
Council in accordance with the “Manual for Streets Two” Guidance. The relevant
geometric standards and swept path analysis are shown in Appendix B.
8.10 To provide a robust impact analysis, it is assumed that all the development traffic will
be dispersed through only one priority T-junction with the full PICADY outputs
included within Appendix J. Maximum queuing and RFC values are summarised in
Table 8.4 below:
Arm
Completion Year 2014 + Dev
AM Peak
08:00-09:00
PM Peak
16:30-17:30
Max
RFC
Max
Queue
Max
RFC
Max
Queue
B - AC 0.085 0 0.453 1
C- AB 0.567 2 0.061 0
Design Year 2019 + Dev
B - AC 0.086 0 0.458 1
C- AB 0.583 2 0.065 0
Table 8.4 Proposed Access
8.11 As can be seen above, this junction has a minimal impact on the operation of the
highway network with very low RFC values predicted.
Jubb Consulting Engineers Limited
C9687 TAR01_A June 2012

Preliminary Transport Assessment
Proposed Business Park, Sidford
9.0 SUMMARY OF DEVELOPMENT TRAVEL PLAN
9.1 Travel Plans are seen by the Government as a strategic management tool in
achieving traffic reduction and accelerating the development of more sustainable
travel trends within both the strategic and local highway networks. Furthermore they
are being increasingly used as part of a tool kit to secure reductions in carbon
emissions and contribute to the UK‟s target of an 80% reduction in CO by 2050.
9.2 To echo Central Government and Local Authority aspirations and thus deliver a
sustainable development that promotes a balanced and vigorous local community,
and contributes to the Government‟s shared priorities of reducing congestion, the
developer has committed to the development of a Travel Plan of which will be
submitted in conjunction with the Transport Assessment as part of the planning
application.
9.3 The document is tailored to meet the criteria and requirements outlined within the
Local Authority‟s Guidance and has been directed towards:
Reducing car dependency and usage;
Travel demand, sustainability and reduced travel need;
Promoting and facilitating walking and cycling;
Promoting and facilitating an increased use of public transport;
Information, awareness raising and marketing;
Partnership working.
9.4 The specific Travel Plan has two overarching aims, supported by five objectives.
Aims:
Objectives:
Encourage the consideration of suitable methods of transport prioritising
walking, cycling and public transport for any journey associated with the
development; and
Reduce the reliance on the private motor vehicle and contribute to national
targets for CO2 reduction.
Reduce the need to travel by car, thus reducing pollution and congestion in
the area, and minimising the need for parking;
Jubb Consulting Engineers Limited
C9687 TAR01_A June 2012

Preliminary Transport Assessment
Proposed Business Park, Sidford
Cooperate with neighbouring communities, Local Authority, and other relevant
organisations in achieving the greatest modal shift away from solo car
journeys;
Provide all necessary on-site facilities to encourage the usage of walking,
cycling and public transport as appropriate;
Promote a healthier lifestyle for employees, visitors and the wider community.
Jubb Consulting Engineers Limited
C9687 TAR01_A June 2012

Preliminary Transport Assessment
Proposed Business Park, Sidford
10.0 CONCLUSION
10.1 This Transport Assessment has assessed the accessibility of this application site and
carried out a detailed study to establish the likely impact of the development and to
propose mitigation measures should these be required.
10.2 The report concludes that:
The proposed development is consistent with the national, regional and
local planning and transport policies;
The application site is strategically positioned within the vicinity of the
existing shopping, education, healthcare and employment destinations;
Its connectivity to the walking/cycling routes and proximity to the public
transport network, offers realistic alternative travel mode choices to the
private car for day to day destinations.
The proposed development has no perceptible detrimental impact on
surrounding junctions as the anticipated development traffic can be
accommodated within the existing highway system.
The Design of the proposed development will facilitate
- an adequate and safe parking environment;
- an access junction suitable for all road users
- highly permeable and appealing walking and cycling
environment.
The introduction of the Development Travel Plan will assist in
- Mitigating the development Impact;
- Releasing the Capacity of existing highway;
- Strengthening the coherence of the whole community; and
- Delivering a sustainable development in the neighbourhood
area.
10.3 It is therefore recommended that there are no grounds in transportation terms for
refusal of this development.
Jubb Consulting Engineers Limited
C9687 TAR01_A June 2012

Preliminary Transport Assessment
Proposed Business Park, Sidford
Appendix A
Development Layout
Jubb Consulting Engineers Limited
C9687 TAR01_A June 2012

Preliminary Transport Assessment
Proposed Business Park, Sidford
Appendix B
Access Junction Design and Swept Path Analysis
Jubb Consulting Engineers Limited
C9687 TAR01_A June 2012

Preliminary Transport Assessment
Proposed Business Park, Sidford
Appendix C
Devon County Council’s Comments
Jubb Consulting Engineers Limited
C9687 TAR01_A June 2012

Shanshan Radford
Subject:
Attachments:
FW: Land At Sidford, Proposed Commercial Land
Rep01_A Scoping Study Final.pdf
From: Phil Townsend
Sent: 20 April 2012 11:29
To: Mark Hadley
Cc: joseph marchant; Matthew Dickins; Lewis Ward - EEC
Subject: FW: Land At Sidford, Proposed Commercial Land
Good morning Mark,
Thank you for a sight of the scoping study which you have prepared in anticipation of the TA you will be preparing in
support of the forthcoming planning application for commercial development on the site.
The scoping is broadly acceptable to the highway authority, but I would make the following observations /
recommendations:-
Para.1.8 Devon County Council is the Local Highway Authority - there are no other Local Highway Authorities.
Para.2.4 The County Council as highway authority does not have any adopted parking standards of their own. The
parking standards to be applied are EDDC's standards as detailed in Para 2.5
Paras. 2.7 and 2.8 Please give particular attention to pedestrian and cycle links to the north and south and to the
provision of an off-road cycle link through the site towards the north which could potentially be extended towards Sidbury
in the future. The County Council has no specific designs for such a feature but this will need to be explored in detail in
the TA and will assist with the sustainability aims detailed elsewhere in the scoping study.
I was quite surprised by the visibility splays shown on the plan for the proposed vehicular access. The County Council
would certainly be prepared to accept sight lines to comply with Manual for Streets 2 in this location, so 43 metre sight
lines from a 4.5 metre, if not even a 2.4 metre minor road distance would be acceptable in this instance. I believe that this
was indicated to your clients at the meeting with the planning authority, but may not have been conveyed to you.
I have copied this email response to Joe Marchant at Context Logic and Matt Dickins at EDDC for their information.
Regards,
Phil Townsend
Highways Development Management Officer
Devon County Council
Telephone:- 01392 - 385268
Mobile:- 07779 - 087028
-----Original Message-----
From: Mark Hadley [mailto:m.hadley@jubb.uk.com]
Sent: 19 April 2012 15:40
To: Phil Townsend
Subject: Land At Sidford
Phil,
1

Joseph Marchant of Context Logic (Planners) previously contacted you about the above site next to the sewage
works last November.
We have been commissioned to take the scheme forward and I have attached for your consideration a Scoping
Study that will determine the contents of an upcoming planning submission the client wishes to make.
If you could confirm receipt we look forward to hearing your views on the document shortly,
Kind regards
Mark
MARK HADLEY BSc (Hons) Dip TP MBA MRTPI
PRINCIPAL TRANSPORT PLANNER
Jubb Consulting Engineers Ltd
Alexander House
Excelsior Road
Western Avenue
Cardiff
CF14 3AT
T: 029 2052 4444
F: 029 2052 4445
M: 07876 232325
E: m.hadley@jubb.uk.com
www.jubb.uk.com
JUBB CONSULTING ENGINEERS LIMITED
Company No. 4080619 Registered Office: Plymouth City Airport, Crownhill, Plymouth, Devon PL6 8BW
Information supplied by electronic means:
The information contained within these files is the copyright property of Jubb Consulting Engineers Limited and is issued solely for the use of the addressee(s). It may contain information
that is covered by legal, professional or other privilege, and no part of it may be reproduced without prior written approval from the issuing office of Jubb Consulting Engineers Limited. If
you have received this in error, you must take no action based on it, nor should this be copied, distributed or shown to any third party. Please notify us of the error as soon as possible and
destroy the original.
Note: We recommend that all information is virus checked prior to transfer onto your computer system.
2

Preliminary Transport Assessment
Proposed Business Park, Sidford
Appendix D
East Devon Parking Standards
Jubb Consulting Engineers Limited
C9687 TAR01_A June 2012

Adopted East Devon Local Plan - 2006
Chapter 11 – Transport and Access

Adopted East Devon Local Plan - 2006
Chapter 11 – Transport and Access

Adopted East Devon Local Plan - 2006
Chapter 11 – Transport and Access

Adopted East Devon Local Plan - 2006
Chapter 11 – Transport and Access

Adopted East Devon Local Plan - 2006
Chapter 11 – Transport and Access

Adopted East Devon Local Plan - 2006 Chapter 11 – Transport and Access

Preliminary Transport Assessment
Proposed Business Park, Sidford
Appendix E
Public Transport Information
Jubb Consulting Engineers Limited
C9687 TAR01_A June 2012

52A
Exeter - Sidmouth - Seaton
Stagecoach Devon
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
Exeter City Centre, Exeter Bus Station (Bay 7)
Heavitree, Shops (E-bound)
Clyst St Mary, Clyst St. Mary (E-bound)
Newton Poppleford, opp E War Memorial
Sidmouth, Waitrose (NW)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Sidmouth Triangle (Stop B) arr
Sidmouth, Sidmouth Triangle (Stop B) dep
Sidmouth, Winslade Road (N-bound)
Sidford, White Cross (NE-bound)
Sidford, Opposite Spar (Stop B)
Trow, opp NE King’s Down Tail
Seaton, Drovers Way (SW-bound)
Seaton, Seaton Tramway Station (S-bound)
Seaton, Marine Place (Stop B)
Exeter City Centre, Exeter Bus Station (Bay 7)
Heavitree, Shops (E-bound)
Clyst St Mary, Clyst St. Mary (E-bound)
Newton Poppleford, opp E War Memorial
Sidmouth, Waitrose (NW)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Sidmouth Triangle (Stop B) arr
Sidmouth, Sidmouth Triangle (Stop B) dep
Sidmouth, Winslade Road (N-bound)
Sidford, White Cross (NE-bound)
Sidford, Opposite Spar (Stop B)
Trow, opp NE King’s Down Tail
Seaton, Drovers Way (SW-bound)
Seaton, Seaton Tramway Station (S-bound)
Seaton, Marine Place (Stop B)
Exeter City Centre, Exeter Bus Station (Bay 7)
Heavitree, Shops (E-bound)
Clyst St Mary, Clyst St. Mary (E-bound)
Newton Poppleford, opp E War Memorial
Sidmouth, Waitrose (NW)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Sidmouth Triangle (Stop B) arr
Sidmouth, Sidmouth Triangle (Stop B) dep
Sidmouth, Winslade Road (N-bound)
Sidford, White Cross (NE-bound)
Sidford, Opposite Spar (Stop B)
Trow, opp NE King’s Down Tail
Seaton, Drovers Way (SW-bound)
Seaton, Seaton Tramway Station (S-bound)
Seaton, Marine Place (Stop B)
Exeter City Centre, Exeter Bus Station (Bay 7)
Heavitree, Shops (E-bound)
Clyst St Mary, Clyst St. Mary (E-bound)
Newton Poppleford, opp E War Memorial
Sidmouth, Waitrose (NW)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Sidmouth Triangle (Stop B) arr
Sidmouth, Sidmouth Triangle (Stop B) dep
Sidmouth, Winslade Road (N-bound)
Sidford, White Cross (NE-bound)
Sidford, Opposite Spar (Stop B)
Trow, opp NE King’s Down Tail
Seaton, Drovers Way (SW-bound)
Seaton, Seaton Tramway Station (S-bound)
Seaton, Marine Place (Stop B)
0615
0618
0620
0626
0634
0639
0641
0720
0723
0725
0731
0739
0744
0746
0635
0639
0650
0707
0713
0718
0720
0725
0729
0732
0734
Saturdays
0723
0726
0727
0734
0742
0746
0748
0735
0739
0748
0802
0808
0813
0819
0821
0826
0830
0831
0838
0846
0850
0852
0825
0830
0841
0858
0904
0909
0916
0921
0926
0930
0931
0938
0946
0950
0952
Sundays
0845
0847
0848
0855
0902
0906
0908
1022
1027
1030
1031
1038
1045
1049
1051
1201
1205
1218
1233
1238
1242
1249
1252
1257
1300
1301
1308
1315
1319
1321
0815
0820
0838
0854
0900
0905
0912
0921
0926
0930
0931
0938
0946
0950
0952
0925
0930
0941
0958
1004
1009
1016
1021
1026
1030
1031
1038
1046
1050
1052
1501
1505
1518
1533
1538
1542
1549
1552
1557
1600
1601
1608
1615
1619
1621
0925
0930
0941
0958
1004
1009
1016
1021
1026
1030
1031
1038
1046
1050
1052
1025
1030
1041
1058
1104
1109
1116
1121
1126
1130
1131
1138
1146
1150
1152
1805
1809
1820
1833
1838
1842
1849
1850
1855
1857
1858
1905
1912
1916
1918
1025
1030
1041
1058
1104
1109
1116
1121
1126
1130
1131
1138
1146
1150
1152
1125
1130
1141
1158
1204
1209
1216
1221
1226
1230
1231
1238
1246
1250
1252
1125
1130
1141
1158
1204
1209
1216
1221
1226
1230
1231
1238
1246
1250
1252
1225
1230
1241
1258
1304
1309
1316
1321
1326
1330
1331
1338
1346
1350
1352
1225
1230
1241
1258
1304
1309
1316
1321
1326
1330
1331
1338
1346
1350
1352
1325
1330
1341
1358
1404
1409
1416
1421
1426
1430
1431
1438
1446
1450
1452
1325
1330
1341
1358
1404
1409
1416
1421
1426
1430
1431
1438
1446
1450
1452
1425
1430
1441
1458
1504
1509
1516
1521
1526
1530
1531
1538
1546
1550
1552
Early May Holiday (7th May)
no service
Spring Bank Holiday (4th June)
no service
Jubilee Holiday (5th June)
no service
Bank Holidays
0845
0847
0848
0855
0902
0906
0908
1022
1027
1030
1031
1038
1045
1049
1051
1201
1205
1218
1233
1238
1242
1249
1252
1257
1300
1301
1308
1315
1319
1321
1501
1505
1518
1533
1538
1542
1549
1552
1557
1600
1601
1608
1615
1619
1621
1805
1809
1820
1833
1838
1842
1849
1850
1855
1857
1858
1905
1912
1916
1918
1425
1430
1441
1458
1504
1509
1516
1521
1526
1530
1531
1538
1546
1550
1552
1525
1530
1541
1558
1604
1609
1616
1621
1626
1630
1631
1638
1646
1650
1652
1535
1540
1555
1612
1618
1623
1630
1635
1640
1644
1645
1652
1700
1704
1706
1625
1630
1641
1658
1704
1709
1716
1721
1726
1730
1731
1738
1746
1750
1752
1555
1600
1615
1632
1638
1643
1650
1658
1703
1707
1710
1725
1730
1741
1758
1804
1809
1816
1821
1826
1830
1831
1838
1846
1850
1852
1635
1640
1655
1712
1718
1723
1730
1738
1743
1747
1748
1755
1803
1807
1809
1905
1909
1917
1930
1935
1938
1942
1943
1948
1950
1952
1957
2004
2009
2011
1735
1740
1755
1812
1818
1823
1830
1838
1843
1847
1848
1855
1903
1907
1909
1905
1909
1917
1930
1935
1938
1942
1943
1946
1950
1951
1958
2005
2010
2012

52A
Seaton - Sidmouth - Exeter
Stagecoach Devon
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
Seaton, Marine Place (Stop B)
Seaton, opp Seaton Tramway Station
Seaton, Drovers Way (N-bound)
Trow, King’s Down Tail (SW)
Sidford, Spar (Stop A)
Sidford, Green Close (SW-bound)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Sidmouth Triangle (Stop A) arr
Sidmouth, Sidmouth Triangle (Stop A) dep
Sidmouth, Winslade Road (N-bound)
Sidmouth, opp E Hawthorn Drive
Newton Poppleford, War Memorial (W)
Clyst St Mary, Clyst St. Mary (W-bound)
Heavitree, Horse and Groom (W-bound)
Exeter City Centre, Exeter Bus Station (Bay 7)
Seaton, Marine Place (Stop B)
Seaton, opp Seaton Tramway Station
Seaton, Drovers Way (N-bound)
Trow, King’s Down Tail (SW)
Sidford, Spar (Stop A)
Sidford, Green Close (SW-bound)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Sidmouth Triangle (Stop A) arr
Sidmouth, Sidmouth Triangle (Stop A) dep
Sidmouth, Winslade Road (N-bound)
Sidmouth, opp E Hawthorn Drive
Newton Poppleford, War Memorial (W)
Clyst St Mary, Clyst St. Mary (W-bound)
Heavitree, Horse and Groom (W-bound)
Exeter City Centre, Exeter Bus Station (Bay 7)
Seaton, Marine Place (Stop B)
Seaton, opp Seaton Tramway Station
Seaton, Drovers Way (N-bound)
Trow, King’s Down Tail (SW)
Sidford, Spar (Stop A)
Sidford, Green Close (SW-bound)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Sidmouth Triangle (Stop A) arr
Sidmouth, Sidmouth Triangle (Stop A) dep
Sidmouth, Winslade Road (N-bound)
Sidmouth, opp E Hawthorn Drive
Newton Poppleford, War Memorial (W)
Clyst St Mary, Clyst St. Mary (W-bound)
Heavitree, Horse and Groom (W-bound)
Exeter City Centre, Exeter Bus Station (Bay 7)
Seaton, Marine Place (Stop B)
Seaton, opp Seaton Tramway Station
Seaton, Drovers Way (N-bound)
Trow, King’s Down Tail (SW)
Sidford, Spar (Stop A)
Sidford, Green Close (SW-bound)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Sidmouth Triangle (Stop A) arr
Sidmouth, Sidmouth Triangle (Stop A) dep
Sidmouth, Winslade Road (N-bound)
Sidmouth, opp E Hawthorn Drive
Newton Poppleford, War Memorial (W)
Clyst St Mary, Clyst St. Mary (W-bound)
Heavitree, Horse and Groom (W-bound)
Exeter City Centre, Exeter Bus Station (Bay 7)
0645
0648
0653
0700
0704
0705
0708
0713
0715
0720
0724
0731
0744
0756
0809
0734
0735
0738
0743
0745
0750
0754
0801
0814
0826
0839
0750
0753
0758
0805
0809
0810
0814
0820
0825
0830
0835
0842
0858
0907
0917
Saturdays
0750
0754
0759
0806
0811
0812
0816
0823
0827
0832
0837
0844
0900
0909
0919
0900
0904
0909
0916
0921
0922
0926
0933
0937
0942
0947
0954
1010
1019
1029
1000
1004
1009
1016
1021
1022
1026
1033
1037
1042
1047
1054
1110
1119
1129
Sundays
0910
0913
0918
0925
0930
0931
0935
0942
0943
0948
0951
0956
1009
1016
1026
1055
1058
1103
1110
1115
1116
1120
1127
1130
1135
1139
1145
1159
1207
1217
1355
1358
1403
1410
1415
1416
1420
1427
1430
1435
1439
1445
1459
1507
1517
1000
1004
1009
1016
1021
1022
1026
1033
1037
1042
1047
1054
1110
1119
1129
1100
1104
1109
1116
1121
1122
1126
1133
1137
1142
1147
1154
1210
1219
1229
1655
1658
1703
1710
1715
1716
1720
1727
1730
1735
1739
1745
1759
1807
1817
1100
1104
1109
1116
1121
1122
1126
1133
1137
1142
1147
1154
1210
1219
1229
1200
1204
1209
1216
1221
1222
1226
1233
1237
1242
1247
1254
1310
1319
1329
1945
1947
1952
1959
2003
2004
2007
2012
2015
2019
2023
2028
2041
2048
2056
1200
1204
1209
1216
1221
1222
1226
1233
1237
1242
1247
1254
1310
1319
1329
1300
1304
1309
1316
1321
1322
1326
1333
1337
1342
1347
1354
1410
1419
1429
1300
1304
1309
1316
1321
1322
1326
1333
1337
1342
1347
1354
1410
1419
1429
1400
1404
1409
1416
1421
1422
1426
1433
1437
1442
1447
1454
1510
1519
1529
1400
1404
1409
1416
1421
1422
1426
1433
1437
1442
1447
1454
1510
1519
1529
1500
1504
1509
1516
1521
1522
1526
1533
1537
1542
1547
1554
1610
1619
1629
1500
1504
1509
1516
1521
1522
1526
1533
1537
1542
1547
1554
1610
1619
1629
1600
1604
1609
1616
1621
1622
1626
1633
1637
1642
1647
1654
1710
1719
1729
Early May Holiday (7th May)
no service
Spring Bank Holiday (4th June)
no service
Jubilee Holiday (5th June)
no service
Bank Holidays
0910
0913
0918
0925
0930
0931
0935
0942
0943
0948
0951
0956
1009
1016
1026
1055
1058
1103
1110
1115
1116
1120
1127
1130
1135
1139
1145
1159
1207
1217
1355
1358
1403
1410
1415
1416
1420
1427
1430
1435
1439
1445
1459
1507
1517
1655
1658
1703
1710
1715
1716
1720
1727
1730
1735
1739
1745
1759
1807
1817
1945
1947
1952
1959
2003
2004
2007
2012
2015
2019
2023
2028
2041
2048
2056
1600
1604
1609
1616
1621
1622
1626
1633
1637
1642
1647
1654
1710
1719
1730
1710
1713
1718
1726
1731
1732
1736
1742
1745
1749
1754
1800
1814
1821
1829
1711
1712
1716
1723
1727
1732
1737
1744
1759
1806
1815
1815
1817
1822
1829
1833
1834
1837
1842
1845
1848
1852
1858
1911
1918
1926
1710
1714
1719
1726
1731
1732
1736
1742
1745
1749
1754
1800
1814
1821
1829
1900
1902
1906
1913
1918
1919
1922
1927
1815
1817
1822
1829
1833
1834
1837
1842
1845
1849
1852
1858
1911
1918
1926
2015
2017
2021
2028
2033
2034
2037
2042
2045
2048
2052
2058
2111
2118
2126
1915
1917
1922
1929
1933
1934
1937
1942
2015
2017
2022
2029
2033
2034
2037
2042
2045
2049
2052
2058
2111
2118
2126
Data Provided by South West Public Transport Information (SWPTI) - 33 - 20/03/12

52A
Exeter - Sidmouth - Seaton
Stagecoach Devon
NOTE: SMS codes are different in each direction. Make sure you choose the right direction from these lists.
SMS Code
dvndmjwm
dvndmptg
dvndmtmd
dvndmwdp
dvndpatj
dvndpdpg
dvndpgdj
dvndpjmj
dvndptad
dvndptwd
dvndpwgt
dvndpwmt
dvndtaja
dvndtgap
dvndtgtw
dvndtjmd
dvndtjwp
dvndtmjt
dvndtpjt
dvndtwpt
dvndwmpd
dvndwptd
dvndwtam
dvngadwg
dvngagaj
dvngagdg
dvngagjt
dvngagpa
dvngagtw
dvngajgt
dvngamga
dvngampt
dvngampm
dvngamjw
dvngamjt
dvngampg
dvngamwm
dvngapap
dvngapdw
dvngapgw
dvngapdm
dvngapdj
dvngmjtm
dvngapad
dvngamwa
dvngmpgt
dvngamtw
dvngapag
dvngapat
dvngapdg
dvngapdt
dvngapgt
dvngapgj
dvngapja
dvngapjm
dvngapjp
dvngapma
dvngapwp
dvngaptm
dvngmdgd
dvngatwp
dvngmdgm
dvngawtw
dvngdaja
dvngdatg
dvngmwmw
dvngjgaj
dvngdgpt
dvngjgat
dvngdgmw
dvngdgpd
dvngdgpj
dvngjgaw
dvngdgtg
dvngdjda
dvngdgwa
Stop Name
Exeter City Centre, Exeter Bus Station (Bay 7)
Exeter City Centre, Lower Summerlands (SW-bound)
Heavitree, Waitrose (E-bound)
Exeter City Centre, Livery Dole (E-bound)
Heavitree, Shops (E-bound)
Heavitree, Butts Road (E-bound)
Heavitree, Wingfield Park (E-bound)
Heavitree, opp Heavitree Bridge
Heavitree, Gallows Corner (SE-bound)
Heavitree, Middlemoor (S-bound)
Digby, Digby Arch (SE-bound)
Sowton, Sowton Park and Ride (E-bound)
Sandy Gate, Bishops Court (E-bound)
Sandy Gate, M5 Services (SE-bound)
Clyst St Mary, Clyst St. Mary (E-bound)
Clyst St Mary, opp St. Bridgets Nursery
Clyst St Mary, Westpoint (E-bound)
Clyst St Mary, Cat and Fiddle (S-bound)
Farringdon, opp Crealy Country Park
Farringdon, Farringdon Cross (SE-bound)
Nine Oaks, Nine Oaks (E-bound)
Nine Oaks, Harp Lane (E-bound)
Nine Oaks, adj Halfway House
Goosemoor, Moorcroft (E-bound)
Newton Poppleford, Burrow Lane (E-bound)
Newton Poppleford, Exmouth Turn (SE-bound)
Newton Poppleford, Langsford Farm (E-bound)
Newton Poppleford, opp E War Memorial
Newton Poppleford, Millmoor Lane (E-bound)
Newton Poppleford, Bridge End (E-bound)
Bowd, adj The Bowd
Sidford, Core Hill Road (E)
Sidmouth, Waitrose (NW)
Sidmouth, Moorview Close (SW)
Sidmouth, Whitton Court (SE)
Sidmouth, opp Ice House Lane
Sidmouth, Manstone Avenue (SE-bound)
Sidmouth, Manstone Lane (SE-bound)
Sidmouth, Exeter Cross (SE-bound)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Peasland Road (S-bound)
Sidmouth, All Saints School (SW-bound)
Sidmouth, Vicarage Road (S-bound)
Sidmouth, opp All Saints Church
Sidmouth, Cypress Terrace (S-bound)
Sidmouth, Sidmouth Triangle (Stop B)
Sidmouth, Cypress Terrace (N-bound)
Sidmouth, All Saints Church (E-bound)
Sidmouth, Post Office (N-bound)
Sidmouth, All Saints School (N-bound)
Sidmouth, Peasland Road (N-bound)
Sidmouth, Winslade Road (N-bound)
Sidmouth, Exeter Cross (N-bound)
Sidmouth, Yard Hill Orchard (N-bound)
Sidford, Newlands Road (N-bound)
Sidford, Newlands Road (NE-bound)
Sidford, White Cross (NE-bound)
Sidmouth, Sidford Hall (N-bound)
Sidford, Opposite Spar (Stop B)
Sidford, England’s Close (E)
Trow, opp E Trow Farm
Trow, opp NE Donkey Sanctuary
Trow, opp NE King’s Down Tail
Southleigh, Three Horseshoes Inn (E)
Branscombe, Hangman’s Stone (E)
Seaton, Tower Service Station (E)
Seaton, The Long House (S-bound)
Seaton, Drovers Way (SW-bound)
Seaton, Scalwell Lane (S-bound)
Seaton, Scalwell Park (SW)
Seaton, Health Centre (S-bound)
Seaton, Eyewell Green (S-bound)
Seaton, Townsend House Surgery (S)
Seaton, Manor Road (E-bound)
Seaton, Seaton Tramway Station (S-bound)
Seaton, Marine Place (Stop B)
Street
Heavitree Road
Fore Street
East Wonford Hill
Honiton Road
Sidmouth Road
Sidmouth Road
Quarry Lane
Sidmouth Road
Clyst Road
A3052
Sidmouth Road
A3052
Valley Road
Unclassified road
Harp Lane
Exeter Road
Exeter Road
Exeter Road
High Street
Station Road
Station Road
A3052
High Street
Stowford Rise
Stowford Rise
Woolbrook Road
Woolbrook Road
Manstone Avenue
Arcot Road
Arcot Road
Temple Street
Vicarage Road
All Saint’s Road
Seafield Road
Triangle
Station Road
All Saint’s Road
Vicarage Road
Vicarage Road
Temple Street
Arcot Road
Arcot Road
Sidford Road
Sidford Road
Sidford Road
Sidford Road
Byes Lane
Church Street
A3052
A3052
A3052
A3052
Harepath Hill
Harepath Road
Harepath Road
Harepath Road
Seaton Down Hill
Underfleet
Marine Place
ATCO Code
1100DEZ05158
1100DEC10003
1100DEC10005
1100DEC10007
1100DEC10329
1100DEC10331
1100DEC10332
1100DEC10838
1100DEC10287
1100DEC10445
1100DEC10447
1100DEC10453
1100DEC10450
1100DEC10627
1100DEC10629
1100DEC10635
1100DEC10637
1100DEC10638
1100DEC10641
1100DEC10644
1100DEC10646
1100DEC10648
1100DEC10652
1100DEC10654
1100DEC10656
1100DEC10659
1100DEC10662
1100DEC10664
1100DEC10666
1100DEC10667
1100DEC10669
1100DEB10351
1100DEC10671
1100DEC10677
1100DEC10673
1100DEC10675
1100DEC10679
1100DEC10680
1100DEC10682
1100DEC10708
1100DEC10712
1100SDX38435
1100DEA06011
1100DEC10715
1100DEC10718
1100DEA06040
1100DEC10719
1100DEC10717
1100DEC10714
1100SDX38437
1100DEC10713
1100DEC10709
1100DEC10684
1100DEC10687
1100DEC10689
1100DEC10690
1100DEC10694
1100DEC10696
1100DEB10353
1100DEA05882
1100DEB10482
1100DEA05884
1100DEB10355
1100DEB10357
1100DEB10359
1100DEA56940
1100DEA09147
1100DEB10497
1100DEA09150
1100DEB10380
1100DEB10378
1100DEB10377
1100DEA09151
1100DEB10374
1100DEB10371
1100DEB10368

52A
Seaton - Sidmouth - Exeter
Stagecoach Devon
NOTE: SMS codes are different in each direction. Make sure you choose the right direction from these lists.
SMS Code
dvngdgwa
dvngmgmg
dvngmgmj
dvngdjga
dvngdjat
dvngdgtm
dvngjgda
dvngdgpg
dvngdgmt
dvngdgpa
dvngjgap
dvngdgpm
dvngjgam
dvngmwpa
dvngdatm
dvngdagw
dvngdada
dvngmdgp
dvngatwt
dvngmdgj
dvngaptw
dvngapmj
dvngapjt
dvngapjd
dvngapjg
dvngapgm
dvngapgw
dvngapdm
dvngapdj
dvngmjtm
dvngapad
dvngamwa
dvngamwp
dvngamtw
dvngapag
dvngapat
dvngapdg
dvngapdt
dvngapgt
dvngapda
dvngapaj
dvngamwg
dvngampj
dvngampa
dvngampd
dvngmptp
dvngampw
dvngamdt
dvngajgw
dvngajad
dvngagpd
dvngagma
dvngagdp
dvngagag
dvngadwd
dvngadta
dvndwtap
dvndwptg
dvndwmpg
dvndwmdg
dvndtwgd
dvndtpgw
dvndtmpa
dvndtjwd
dvndtjmg
dvndtgwj
dvndtgad
dvndtajd
dvngjdpj
dvndpwgp
dvndptpt
dvndpmwm
dvndpgwd
dvndpgma
dvndpdma
dvndpajt
dvndmwdt
dvngdtwd
dvndmtdp
dvndmpjg
dvndmjwm
Stop Name
Seaton, Marine Place (Stop B)
Seaton, Beach Road (E-bound)
Seaton, East Walk (E-bound)
Seaton, Harbour Road (W-bound)
Seaton, opp Seaton Tramway Station
Seaton, Manor Road (W-bound)
Seaton, Court Lane (NW)
Seaton, Wychall Orchard (N)
Seaton, opp Health Centre
Seaton, Everest Drive (N)
Seaton, Scalwell Lane (N-bound)
Seaton, Drovers Way (N-bound)
Seaton, The Long House (N-bound)
Seaton, Tower Service Station (W)
Branscombe, Hangman’s Stone (W)
Southleigh, opp W Three Horseshoes Inn
Trow, King’s Down Tail (SW)
Trow, Donkey Sanctuary (SW)
Trow, Trow Farm (W)
Sidford, Packhorse Close (W)
Sidford, Spar (Stop A)
Sidford, Green Close (SW-bound)
Sidford, Newlands Close (SW-bound)
Sidford, Yardelands Close (S-bound)
Sidmouth, Primley Road (S-bound)
Sidmouth, opp Exeter Cross
Sidmouth, Winslade Road (S-bound)
Sidmouth, Peasland Road (S-bound)
Sidmouth, All Saints School (SW-bound)
Sidmouth, Vicarage Road (S-bound)
Sidmouth, opp All Saints Church
Sidmouth, Cypress Terrace (S-bound)
Sidmouth, Sidmouth Triangle (Stop A)
Sidmouth, Cypress Terrace (N-bound)
Sidmouth, All Saints Church (E-bound)
Sidmouth, Post Office (N-bound)
Sidmouth, All Saints School (N-bound)
Sidmouth, Peasland Road (N-bound)
Sidmouth, Winslade Road (N-bound)
Sidmouth, Exeter Cross (NW-bound)
Sidmouth, Lidl Superstore (NW-bound)
Sidmouth, Manstone Avenue (NW-bound)
Sidmouth, Ice House Lane (NW-bound)
Sidmouth, opp NW Whitton Court
Sidmouth, opp E Hawthorn Drive
Sidmouth, Waitrose (E)
Sidford, Core Hill Road (W)
Bowd, adj The Bowd
Newton Poppleford, Bridge End (W-bound)
Newton Poppleford, Station Road (W-bound)
Newton Poppleford, War Memorial (W)
Newton Poppleford, opp Langsford Farm
Newton Poppleford, Exmouth Turn (N-bound)
Newton Poppleford, Burrow Lane (NW-bound)
Goosemoor, opp Moorcroft
Goosemoor, Goosemoor Farm (W-bound)
Nine Oaks, opp Halfway House
Nine Oaks, Harp Lane (W-bound)
Nine Oaks, Nine Oaks (W-bound)
Nine Oaks, White Horse Inn (W-bound)
Farringdon, Farringdon Cross (NW-bound)
Farringdon, Crealy Country Park (W-bound)
Clyst St Mary, opp Cat and Fiddle
Clyst St Mary, Westpoint (W-bound)
Clyst St Mary, St. Bridgets Nursery (W-bound)
Clyst St Mary, Clyst St. Mary (W-bound)
Sandy Gate, Clyst Road (NW-bound)
Sandy Gate, Bishops Court (W-bound)
Sowton, Opposite Park and Ride Site (NW-bound)
Digby, Digby Arch (NW-bound)
Heavitree, Middlemoor (N-bound)
Heavitree, Gallows Corner (NW-bound)
Heavitree, Heavitree Bridge (W-bound)
Heavitree, St Loyes Road (W-bound)
Heavitree, Butts Road (NW-bound)
Heavitree, Horse and Groom (W-bound)
Exeter City Centre, Livery Dole (W-bound)
Heavitree, Grendon Road (NW-bound)
Heavitree, College Road (W-bound)
Exeter City Centre, Swimming Baths (W-bound)
Exeter City Centre, Exeter Bus Station (Bay 7)
Street
Marine Place
Harbour Road
Harepath Road
Harepath Road
Harepath Road
Harepath Road
Harepath Road
Harepath Road
Harepath Road
A3052
A3052
Church Street
Church Street
Sidford Road
Sidford Road
Arcot Road
Temple Street
Vicarage Road
All Saint’s Road
Seafield Road
Triangle
Station Road
All Saint’s Road
Vicarage Road
Vicarage Road
Temple Street
Arcot Road
Arcot Road
Woolbrook Road
Manstone Avenue
Woolbrook Road
Woolbrook Road
Stowford Rise
High Street
Four Elms Hill
Station Road
Station Road
High Street
Exmouth Road
Exeter Road
Exeter Road
Harp Lane
A3052
A3052
Sidmouth Road
Sidmouth Road
Sidmouth Road
Sidmouth Road
Quarry Lane
Sidmouth Road
Broadfields Road
East Wonford Hill
East Wonford Hill
Fore Street
Fore Street
Heavitree Road
Heavitree Road
Heavitree Road
Heavitree Road
ATCO Code
1100DEB10368
1100DEA05946
1100DEA05947
1100DEB10460
1100DEB10370
1100DEB10373
1100DEA09152
1100DEB10376
1100DEB10379
1100DEB10381
1100DEA09149
1100DEB10496
1100DEA09148
1100DEA56941
1100DEB10360
1100DEB10358
1100DEB10356
1100DEA05885
1100DEB10481
1100DEA05883
1100DEB10354
1100DEC10695
1100DEC10691
1100DEC10688
1100DEC10686
1100DEC10685
1100DEC10708
1100DEC10712
1100SDX38435
1100DEA06011
1100DEC10715
1100DEC10718
1100DEC10720
1100DEC10719
1100DEC10717
1100DEC10714
1100SDX38437
1100DEC10713
1100DEC10709
1100DEC10683
1100DEC10681
1100DEC10678
1100DEC10676
1100DEC10674
1100DEC10672
1100DEA56848
1100DEB10352
1100DEC10670
1100DEC10668
1100DEC11253
1100DEC10665
1100DEC10663
1100DEC10661
1100DEC10657
1100DEC10655
1100DEC10653
1100DEC10651
1100DEC10650
1100DEC10647
1100DEC10645
1100DEC10643
1100DEC10640
1100DEC10639
1100DEC11512
1100DEC10634
1100DEC10630
1100DEC10628
1100DEC10449
1100DEA09059
1100DEC10448
1100DEC10446
1100DEC10286
1100DEC10334
1100DEC10333
1100DEC10330
1100DEC10009
1100DEC10008
1100DEA08994
1100DEC10006
1100DEC10004
1100DEZ05158

52B
Exeter - Sidmouth - Honiton
Stagecoach Devon
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
Exeter City Centre, Exeter Bus Station (Bay 7)
Heavitree, Shops (E-bound)
Clyst St Mary, Clyst St. Mary (E-bound)
Newton Poppleford, opp E War Memorial
Sidmouth, Waitrose (NW)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Sidmouth Triangle (Stop B) arr
Sidmouth, Sidmouth Triangle (Stop B) dep
Sidmouth, Winslade Road (N-bound)
Sidford, White Cross (NE-bound)
Sidford, Garage (Stop D)
Sidbury, Old Coach House (N-bound)
Blannicombe, Hare and Hounds (NW-bound)
Honiton, Heathfield Estate (E-bound)
Honiton, Sidmouth Road (N-bound)
Honiton, Lace Walk (Stop C)
Honiton, Rail Station Forecourt (NE)
Honiton, Job Centre (Stop D)
Notes
Exeter City Centre, Exeter Bus Station (Bay 7)
Heavitree, Shops (E-bound)
Clyst St Mary, Clyst St. Mary (E-bound)
Newton Poppleford, opp E War Memorial
Sidmouth, Waitrose (NW)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Sidmouth Triangle (Stop B) arr
Sidmouth, Sidmouth Triangle (Stop B) dep
Sidmouth, Winslade Road (N-bound)
Sidford, White Cross (NE-bound)
Sidford, Garage (Stop D)
Sidbury, Old Coach House (N-bound)
Blannicombe, Hare and Hounds (NW-bound)
Honiton, Heathfield Estate (E-bound)
Honiton, Sidmouth Road (N-bound)
Honiton, Lace Walk (Stop C)
Honiton, Rail Station Forecourt (NE)
Honiton, Job Centre (Stop D)
Exeter City Centre, Exeter Bus Station (Bay 7)
Heavitree, Shops (E-bound)
Clyst St Mary, Clyst St. Mary (E-bound)
Newton Poppleford, opp E War Memorial
Sidmouth, Waitrose (NW)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Sidmouth Triangle (Stop B) arr
Sidmouth, Sidmouth Triangle (Stop B) dep
Sidmouth, Winslade Road (N-bound)
Sidford, White Cross (NE-bound)
Sidford, Garage (Stop D)
Sidbury, Old Coach House (N-bound)
Blannicombe, Hare and Hounds (NW-bound)
Honiton, Heathfield Estate (E-bound)
Honiton, Sidmouth Road (N-bound)
Honiton, Lace Walk (Stop C)
Honiton, Rail Station Forecourt (NE)
Honiton, Job Centre (Stop D)
Notes
Exeter City Centre, Exeter Bus Station (Bay 7)
Heavitree, Shops (E-bound)
Clyst St Mary, Clyst St. Mary (E-bound)
Newton Poppleford, opp E War Memorial
Sidmouth, Waitrose (NW)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Sidmouth Triangle (Stop B) arr
Sidmouth, Sidmouth Triangle (Stop B) dep
Sidmouth, Winslade Road (N-bound)
Sidford, White Cross (NE-bound)
Sidford, Garage (Stop D)
Sidbury, Old Coach House (N-bound)
Blannicombe, Hare and Hounds (NW-bound)
Honiton, Heathfield Estate (E-bound)
Honiton, Sidmouth Road (N-bound)
Honiton, Lace Walk (Stop C)
Honiton, Rail Station Forecourt (NE)
Honiton, Job Centre (Stop D)
Notes:
0730
0734
0738
0739
0744
0750
0757
0759
0805
0735
0740
0753
0806
0811
0816
0821
0825
0829
0833
0834
0839
0845
0850
0854rs
0858
0755
0800
0818
0831
0836
0841
0847
0851
0856
0900
0901
0906
0830
0835
0853
0909
0915
0920
0927
0848
0853
0911
0928
0934
0939
0946
0951
0956
1000
1001
1006
1012
1017
1022
0955
1000
1011
1028
1034
1039
1046
1051
1056
1100
1101
1106
1112
1117
1122
Mondays to Fridays
2035
2039
2047
2100
2105
2108
2112
2113
2116
2120
2121
2126
2135
2139
2147
2200
2205
2208
2212
2213
2216
2220
2221
2226
2235
2239
2247
2300
2305
2308
2312
2313
2316
2320
2321
2326
Saturdays
0655
0659
0707
0720
0725
0729
0735
0736
0740
0743
0744
0749
0754
0801
0803
0808
0755
0800
0818
0831
0836
0841
0847
0851
0856
0900
0901
0906
0912
0917
0922
0855
0900
0918
0931
0936
0941
0947
0951
0956
1000
1001
1006
1012
1017
1022
Saturdays
2345
2349
2352
2353
2358
*
2330
2334
2342
2355
0000
0003
0007
2345
2348
2352
2353
2358
0955
1000
1011
1028
1034
1039
1046
1051
1056
1100
1101
1106
1112
1117
1122
*
2330
2334
2342
2355
0000
0003
0007
1055
1100
1111
1128
1134
1139
1146
1151
1156
1200
1201
1206
1212
1217
1222
1155
1200
1211
1228
1234
1239
1246
1251
1256
1300
1301
1306
1312
1317
1322
1055
1100
1111
1128
1134
1139
1146
1151
1156
1200
1201
1206
1212
1217
1222
1255
1300
1311
1328
1334
1339
1346
1351
1356
1400
1401
1406
1412
1417
1422
1155
1200
1211
1228
1234
1239
1246
1251
1256
1300
1301
1306
1312
1317
1322
1355
1400
1411
1428
1434
1439
1446
1451
1456
1500
1501
1506
1512
1517
1522
1255
1300
1311
1328
1334
1339
1346
1351
1356
1400
1401
1406
1412
1417
1422
1455
1500
1511
1528
1534
1539
1546
1551
1556
1600
1601
1606
1612
1617
1622
1355
1400
1411
1428
1434
1439
1446
1451
1456
1500
1501
1506
1512
1517
1522
1555
1600
1611
1628
1634
1639
1646
1651
1656
1700
1701
1706
1712
1717
r - Sets down by request to driver only
s - sets down only
* - Part or all of this journey operates in the morning of the following day
1455
1500
1511
1528
1534
1539
1546
1551
1556
1600
1601
1606
1612
1617
1622
1655
1700
1711
1728
1734
1739
1746
1751
1756
1800
1801
1806
1812
1817
1610
1615
1630
1647
1653
1658
1705
1710
1715
1719
1720
1725
1731
1736
1741
1755
1800
1811
1828
1834
1839
1846
1851
1856
1900
1901
1906
1912
1917
1721rs1821rs1921rs
1725 1825 1925
1655
1700
1715
1732
1738
1743
1750
1758
1803
1807
1808
1813
1819
1824
1828rs
1832
1815
1820
1830
1843
1848
1851
1855
1715
1720
1735
1752
1758
1803
1810
1835
1839
1847
1900
1905
1908
1912
1913
1916
1920
1921
1926
1805
1810
1823
1838
1843
1848
1852
1858
1903
1907
1908
1913
1919
1924
1928rs
1932
1935
1939
1947
2000
2005
2008
2012
2013
2016
2020
2021
2026
1820
1825
1835
1848
1853
1856
1900
2035
2039
2047
2100
2105
2108
2112
2113
2116
2120
2121
2126
1835
1839
1847
1900
1905
1908
1912
1913
1916
1920
1921
1926
2135
2139
2147
2200
2205
2208
2212
2213
2216
2220
2221
2226
1935
1939
1947
2000
2005
2008
2012
2013
2016
2020
2021
2026
2235
2239
2247
2300
2305
2308
2312
2313
2316
2320
2321
2326
Data Provided by South West Public Transport Information (SWPTI) - 33 - 20/03/12

52B
Exeter - Sidmouth - Honiton
Stagecoach Devon
Direction of stops: where shown (eg: W-bound) this is the compass direction towards which the bus is pointing when it
stops
Sundays
Notes
Exeter City Centre, Exeter Bus Station (Bay 7)
Heavitree, Shops (E-bound)
Clyst St Mary, Clyst St. Mary (E-bound)
Newton Poppleford, opp E War Memorial
Sidmouth, Waitrose (NW)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Sidmouth Triangle (Stop B) arr
Sidmouth, Sidmouth Triangle (Stop B) dep
Sidmouth, Winslade Road (N-bound)
Sidford, White Cross (NE-bound)
Sidford, Garage (Stop D)
Sidbury, Old Coach House (N-bound)
Blannicombe, Hare and Hounds (NW-bound)
Honiton, Heathfield Estate (E-bound)
Honiton, Sidmouth Road (N-bound)
Honiton, Lace Walk (Stop C)
Honiton, Rail Station Forecourt (NE)
Honiton, Job Centre (Stop D)
Notes
Exeter City Centre, Exeter Bus Station (Bay 7)
Heavitree, Shops (E-bound)
Clyst St Mary, Clyst St. Mary (E-bound)
Newton Poppleford, opp E War Memorial
Sidmouth, Waitrose (NW)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Sidmouth Triangle (Stop B) arr
Sidmouth, Sidmouth Triangle (Stop B) dep
Sidmouth, Winslade Road (N-bound)
Sidford, White Cross (NE-bound)
Sidford, Garage (Stop D)
Sidbury, Old Coach House (N-bound)
Blannicombe, Hare and Hounds (NW-bound)
Honiton, Heathfield Estate (E-bound)
Honiton, Sidmouth Road (N-bound)
Honiton, Lace Walk (Stop C)
Honiton, Rail Station Forecourt (NE)
Honiton, Job Centre (Stop D)
Notes:
0815
0819
0822
0823
0828
0831
0835
0846
0859
0904
0907
0914
0915
0919
0922
0923
0928
0945
0949
0952
0953
0958
0931
0935
0948
1003
1008
1012
1019
1022
1027
1030
1031
1036
1031
1035
1048
1103
1108
1112
1119
1122
1127
1130
1131
1136
1131
1135
1148
1203
1208
1212
1219
1222
1227
1230
1231
1236
1231
1235
1248
1303
1308
1312
1319
1322
1327
1330
1331
1336
1331
1335
1348
1403
1408
1412
1419
1422
1427
1430
1431
1436
1431
1435
1448
1503
1508
1512
1519
1522
1527
1530
1531
1536
Early May Holiday (7th May)
no service
Spring Bank Holiday (4th June)
no service
Jubilee Holiday (5th June)
no service
Bank Holidays
0815
0819
0822
0823
0828
0831
0835
0846
0859
0904
0907
0914
0915
0919
0922
0923
0928
0945
0949
0952
0953
0958
0931
0935
0948
1003
1008
1012
1019
1022
1027
1030
1031
1036
1031
1035
1048
1103
1108
1112
1119
1122
1127
1130
1131
1136
1131
1135
1148
1203
1208
1212
1219
1222
1227
1230
1231
1236
1231
1235
1248
1303
1308
1312
1319
1322
1327
1330
1331
1336
1331
1335
1348
1403
1408
1412
1419
1422
1427
1430
1431
1436
1431
1435
1448
1503
1508
1512
1519
1522
1527
1530
1531
1536
1531
1535
1548
1603
1608
1612
1619
1622
1627
1630
1631
1636
1531
1535
1548
1603
1608
1612
1619
1622
1627
1630
1631
1636
* - Part or all of this journey operates in the morning of the following day
1631
1635
1648
1703
1708
1712
1719
1722
1727
1730
1731
1736
1631
1635
1648
1703
1708
1712
1719
1722
1727
1730
1731
1736
1731
1735
1748
1803
1808
1812
1819
1822
1827
1829
1830
1835
1731
1735
1748
1803
1808
1812
1819
1822
1827
1829
1830
1835
1835
1839
1847
1900
1904
1907
1912
1915
1919
1922
1923
1928
1835
1839
1847
1900
1904
1907
1912
1915
1919
1922
1923
1928
1935
1939
1947
2000
2004
2007
2012
2015
2019
2022
2023
2028
1935
1939
1947
2000
2004
2007
2012
2015
2019
2022
2023
2028
2035
2039
2047
2100
2104
2107
2112
2115
2119
2122
2123
2128
2035
2039
2047
2100
2104
2107
2112
2115
2119
2122
2123
2128
2135
2139
2147
2200
2204
2207
2212
2215
2219
2222
2223
2228
2135
2139
2147
2200
2204
2207
2212
2215
2219
2222
2223
2228
2235
2239
2247
2300
2304
2307
2312
2315
2319
2322
2323
2328
2235
2239
2247
2300
2304
2307
2312
2315
2319
2322
2323
2328
*
2335
2339
2347
0000
0004
0007
0012
*
2335
2339
2347
0000
0004
0007
0012
52B
Honiton - Sidmouth - Exeter
Stagecoach Devon
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
Honiton, Lace Walk (Stop C)
Honiton, Rail Station Forecourt (NE)
Honiton, Sidmouth Road (S-bound)
Honiton, Heathfield Estate (E-bound)
Blannicombe, opp Hare and Hounds
Sidbury, Church (S-bound)
Sidford, Post Office (Stop C)
Sidford, Green Close (SW-bound)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Sidmouth Triangle (Stop A) arr
Sidmouth, Sidmouth Triangle (Stop A) dep
Sidmouth, Winslade Road (N-bound)
Sidmouth, opp E Hawthorn Drive
Newton Poppleford, War Memorial (W)
Clyst St Mary, Clyst St. Mary (W-bound)
Heavitree, Horse and Groom (W-bound)
Exeter City Centre, Exeter Bus Station (Bay 7)
0610
0615
0619
0628
0641
0648
0703
0630
0634
0635
0638
0644
0645
0650
0654
0701
0714
0723
0734
0710
0714
0715
0718
0723
0725
0730
0734
0741
0754
0806
0819
0813
0818
0823
0830
0836
0837
0841
0848
0900
0905
0910
0919
0935
0944
0952
0910
0916
0917
0921
0928
0932
0937
0942
0949
1005
1014
1024
0947
0952
0957
1004
1020
1029
1039
0920
0923
0928
0930
0938
0945
0951
0952
0956
1003
1007
1012
1017
1024
1040
1049
1059
1025
1028
1033
1038
1045
1051
1052
1056
1103
1107
1112
1117
1124
1140
1149
1159
1125
1128
1133
1138
1145
1151
1152
1156
1203
1207
1212
1217
1224
1240
1249
1259
1225
1228
1233
1238
1245
1251
1252
1256
1303
1307
1312
1317
1324
1340
1349
1359
1325
1328
1333
1338
1345
1351
1352
1356
1403
1407
1412
1417
1424
1440
1449
1459
1425
1428
1433
1438
1445
1451
1452
1456
1503
1507
1512
1517
1524
1540
1549
1559
1525
1528
1533
1538
1545
1551
1552
1556
1603
1607
1612
1617
1624
1640
1649
1700
1625
1628
1633
1638
1645
1651
1652
1656
1703
1707
1712
1717
1724
1739
1748
1759
1750
1753
1757
1759
1804
1810
1813
1814
1817
1822
1825
1829
1832
1838
1851
1858
1906
1850
1853
1857
1859
1904
1910
1913
1914
1917
1922
1925
1929
1932
1938
1951
1958
2006
1930
1933
1934
1937
1942
1945
1949
1952
1958
2011
2018
2026
1950
1953
1957
1959
2004
2010
2013
2014
2017
2022
2025
2029
2032
2038
2051
2058
2106
Data Provided by South West Public Transport Information (SWPTI) - 33 - 20/03/12

52B
Honiton - Sidmouth - Exeter
Stagecoach Devon
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
Honiton, Lace Walk (Stop C)
Honiton, Rail Station Forecourt (NE)
Honiton, Sidmouth Road (S-bound)
Honiton, Heathfield Estate (E-bound)
Blannicombe, opp Hare and Hounds
Sidbury, Church (S-bound)
Sidford, Post Office (Stop C)
Sidford, Green Close (SW-bound)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Sidmouth Triangle (Stop A) arr
Sidmouth, Sidmouth Triangle (Stop A) dep
Sidmouth, Winslade Road (N-bound)
Sidmouth, opp E Hawthorn Drive
Newton Poppleford, War Memorial (W)
Clyst St Mary, Clyst St. Mary (W-bound)
Heavitree, Horse and Groom (W-bound)
Exeter City Centre, Exeter Bus Station (Bay 7)
Honiton, Lace Walk (Stop C)
Honiton, Rail Station Forecourt (NE)
Honiton, Sidmouth Road (S-bound)
Honiton, Heathfield Estate (E-bound)
Blannicombe, opp Hare and Hounds
Sidbury, Church (S-bound)
Sidford, Post Office (Stop C)
Sidford, Green Close (SW-bound)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Sidmouth Triangle (Stop A) arr
Sidmouth, Sidmouth Triangle (Stop A) dep
Sidmouth, Winslade Road (N-bound)
Sidmouth, opp E Hawthorn Drive
Newton Poppleford, War Memorial (W)
Clyst St Mary, Clyst St. Mary (W-bound)
Heavitree, Horse and Groom (W-bound)
Exeter City Centre, Exeter Bus Station (Bay 7)
Honiton, Lace Walk (Stop C)
Honiton, Rail Station Forecourt (NE)
Honiton, Sidmouth Road (S-bound)
Honiton, Heathfield Estate (E-bound)
Blannicombe, opp Hare and Hounds
Sidbury, Church (S-bound)
Sidford, Post Office (Stop C)
Sidford, Green Close (SW-bound)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Sidmouth Triangle (Stop A) arr
Sidmouth, Sidmouth Triangle (Stop A) dep
Sidmouth, Winslade Road (N-bound)
Sidmouth, opp E Hawthorn Drive
Newton Poppleford, War Memorial (W)
Clyst St Mary, Clyst St. Mary (W-bound)
Heavitree, Horse and Groom (W-bound)
Exeter City Centre, Exeter Bus Station (Bay 7)
Honiton, Lace Walk (Stop C)
Honiton, Rail Station Forecourt (NE)
Honiton, Sidmouth Road (S-bound)
Honiton, Heathfield Estate (E-bound)
Blannicombe, opp Hare and Hounds
Sidbury, Church (S-bound)
Sidford, Post Office (Stop C)
Sidford, Green Close (SW-bound)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Sidmouth Triangle (Stop A) arr
Sidmouth, Sidmouth Triangle (Stop A) dep
Sidmouth, Winslade Road (N-bound)
Sidmouth, opp E Hawthorn Drive
Newton Poppleford, War Memorial (W)
Clyst St Mary, Clyst St. Mary (W-bound)
Heavitree, Horse and Groom (W-bound)
Exeter City Centre, Exeter Bus Station (Bay 7)
2030
2033
2034
2037
2042
2130
2133
2134
2137
2142
2145
2149
2152
2158
2211
2218
2226
2230
2233
2234
2237
2242
2245
2249
2252
2258
2311
2318
2326
Saturdays
0658
0702
0707
0714
0727
0735
0744
0713
0717
0724
0728
0732
0737
0744
0757
0805
0814
0737
0742
0743
0747
0754
0758
0802
0807
0814
0827
0835
0844
Saturdays
2130
2133
2134
2137
2142
2145
2149
2152
2158
2211
2218
2226
2230
2233
2234
2237
2242
2245
2249
2252
2258
2311
2318
2326
2330
2333
2334
2337
2342
Sundays
0830
0833
0834
0837
0842
0843
0847
0851
0856
0909
0916
0926
0930
0933
0934
0938
0942
1000
1003
1004
1008
1012
2330
2333
2334
2337
2342
0810
0813
0818
0823
0830
0836
0837
0841
0848
0852
0857
0902
0909
0925
0934
0944
1041
1045
1046
1050
1057
1100
1104
1109
1115
1129
1137
1147
0907
0911
0918
0922
0927
0932
0939
0955
1004
1014
1141
1145
1146
1150
1157
1200
1204
1209
1215
1229
1237
1247
0925
0928
0933
0938
0945
0951
0952
0956
1003
1007
1012
1017
1024
1040
1049
1059
1241
1245
1246
1250
1257
1300
1304
1309
1315
1329
1337
1347
1025
1028
1033
1038
1045
1051
1052
1056
1103
1107
1112
1117
1124
1140
1149
1159
1341
1345
1346
1350
1357
1400
1404
1409
1415
1429
1437
1447
1125
1128
1133
1138
1145
1151
1152
1156
1203
1207
1212
1217
1224
1240
1249
1259
1441
1445
1446
1450
1457
1500
1504
1509
1515
1529
1537
1547
1225
1228
1233
1238
1245
1251
1252
1256
1303
1307
1312
1317
1324
1340
1349
1359
1541
1545
1546
1550
1557
1600
1604
1609
1615
1629
1637
1647
Early May Holiday (7th May)
no service
Spring Bank Holiday (4th June)
no service
Jubilee Holiday (5th June)
no service
1325
1328
1333
1338
1345
1351
1352
1356
1403
1407
1412
1417
1424
1440
1449
1459
1641
1645
1646
1650
1657
1700
1704
1709
1715
1729
1737
1747
1425
1428
1433
1438
1445
1451
1452
1456
1503
1507
1512
1517
1524
1540
1549
1559
1741
1745
1746
1750
1757
1800
1804
1809
1815
1829
1837
1847
1525
1528
1533
1538
1545
1551
1552
1556
1603
1607
1612
1617
1624
1640
1649
1659
1840
1843
1844
1847
1852
1855
1859
1903
1908
1921
1928
1936
1625
1628
1633
1638
1645
1651
1652
1656
1703
1707
1712
1717
1724
1740
1749
1759
1930
1933
1934
1937
1942
1945
1949
1953
1958
2011
2018
2026
1750
1753
1757
1759
1804
1810
1813
1814
1817
1822
1825
1828
1832
1838
1851
1858
1906
2030
2033
2034
2037
2042
2045
2049
2053
2058
2111
2118
2126
1850
1853
1857
1859
1904
1910
1913
1914
1917
1922
1925
1929
1932
1938
1951
1958
2006
2130
2133
2134
2137
2142
2145
2149
2153
2158
2211
2218
2226
1930
1933
1934
1937
1942
1945
1949
1952
1958
2011
2018
2026
2230
2233
2234
2237
2242
2245
2249
2253
2258
2311
2318
2326
1950
1953
1957
1959
2004
2010
2013
2014
2017
2022
2025
2029
2032
2038
2051
2058
2106
2330
2333
2334
2337
2342
2030
2033
2034
2037
2042
Data Provided by South West Public Transport Information (SWPTI) - 33 - 20/03/12

52B
Honiton - Sidmouth - Exeter
Stagecoach Devon
Direction of stops: where shown (eg: W-bound) this is the compass direction towards which the bus is pointing when it
stops
Bank Holidays
Honiton, Lace Walk (Stop C)
Honiton, Rail Station Forecourt (NE)
Honiton, Sidmouth Road (S-bound)
Honiton, Heathfield Estate (E-bound)
Blannicombe, opp Hare and Hounds
Sidbury, Church (S-bound)
Sidford, Post Office (Stop C)
Sidford, Green Close (SW-bound)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Sidmouth Triangle (Stop A) arr
Sidmouth, Sidmouth Triangle (Stop A) dep
Sidmouth, Winslade Road (N-bound)
Sidmouth, opp E Hawthorn Drive
Newton Poppleford, War Memorial (W)
Clyst St Mary, Clyst St. Mary (W-bound)
Heavitree, Horse and Groom (W-bound)
Exeter City Centre, Exeter Bus Station (Bay 7)
0830
0833
0834
0837
0842
0843
0847
0851
0856
0909
0916
0926
0930
0933
0934
0938
0942
1000
1003
1004
1008
1012
1041
1045
1046
1050
1057
1100
1104
1109
1115
1129
1137
1147
1141
1145
1146
1150
1157
1200
1204
1209
1215
1229
1237
1247
1241
1245
1246
1250
1257
1300
1304
1309
1315
1329
1337
1347
1341
1345
1346
1350
1357
1400
1404
1409
1415
1429
1437
1447
1441
1445
1446
1450
1457
1500
1504
1509
1515
1529
1537
1547
1541
1545
1546
1550
1557
1600
1604
1609
1615
1629
1637
1647
1641
1645
1646
1650
1657
1700
1704
1709
1715
1729
1737
1747
1741
1745
1746
1750
1757
1800
1804
1809
1815
1829
1837
1847
1840
1843
1844
1847
1852
1855
1859
1903
1908
1921
1928
1936
1930
1933
1934
1937
1942
1945
1949
1953
1958
2011
2018
2026
2030
2033
2034
2037
2042
2045
2049
2053
2058
2111
2118
2126
2130
2133
2134
2137
2142
2145
2149
2153
2158
2211
2218
2226
2230
2233
2234
2237
2242
2245
2249
2253
2258
2311
2318
2326
2330
2333
2334
2337
2342
Data Provided by South West Public Transport Information (SWPTI) - 33 - 20/03/12

52B
Exeter - Sidmouth - Honiton
Stagecoach Devon
NOTE: SMS codes are different in each direction. Make sure you choose the right direction from these lists.
SMS Code
dvndmjwm
dvndmptg
dvndmtmd
dvndmwdp
dvndpatj
dvndpdpg
dvndpgdj
dvndpjmj
dvndptad
dvndptwd
dvndpwgt
dvndpwmt
dvndtaja
dvndtgap
dvndtgtw
dvndtjmd
dvndtjwp
dvndtmjt
dvndtpjt
dvndtwpt
dvndwmpd
dvndwptd
dvndwtam
dvngadwg
dvngagaj
dvngagdg
dvngagjt
dvngagpa
dvngagtw
dvngajgt
dvngamga
dvngampt
dvngampm
dvngamjw
dvngamjt
dvngampg
dvngamwm
dvngapap
dvngapdw
dvngapgw
dvngapdm
dvngapdj
dvngmjtm
dvngapad
dvngamwa
dvngmpgt
dvngamtw
dvngapag
dvngapat
dvngapdg
dvngapdt
dvngapgt
dvngapgj
dvngapja
dvngapjm
dvngapjp
dvngapma
dvngaptg
dvngatag
dvngataw
dvngatgp
dvngatpa
dvngatpg
dvngatpt
dvngatwd
dvngatwj
dvngawdg
dvngawgt
dvngmjwp
dvngawdt
dvngawjd
dvngawmw
dvngawmg
dvngawgp
Stop Name
Exeter City Centre, Exeter Bus Station (Bay 7)
Exeter City Centre, Lower Summerlands (SW-bound)
Heavitree, Waitrose (E-bound)
Exeter City Centre, Livery Dole (E-bound)
Heavitree, Shops (E-bound)
Heavitree, Butts Road (E-bound)
Heavitree, Wingfield Park (E-bound)
Heavitree, opp Heavitree Bridge
Heavitree, Gallows Corner (SE-bound)
Heavitree, Middlemoor (S-bound)
Digby, Digby Arch (SE-bound)
Sowton, Sowton Park and Ride (E-bound)
Sandy Gate, Bishops Court (E-bound)
Sandy Gate, M5 Services (SE-bound)
Clyst St Mary, Clyst St. Mary (E-bound)
Clyst St Mary, opp St. Bridgets Nursery
Clyst St Mary, Westpoint (E-bound)
Clyst St Mary, Cat and Fiddle (S-bound)
Farringdon, opp Crealy Country Park
Farringdon, Farringdon Cross (SE-bound)
Nine Oaks, Nine Oaks (E-bound)
Nine Oaks, Harp Lane (E-bound)
Nine Oaks, adj Halfway House
Goosemoor, Moorcroft (E-bound)
Newton Poppleford, Burrow Lane (E-bound)
Newton Poppleford, Exmouth Turn (SE-bound)
Newton Poppleford, Langsford Farm (E-bound)
Newton Poppleford, opp E War Memorial
Newton Poppleford, Millmoor Lane (E-bound)
Newton Poppleford, Bridge End (E-bound)
Bowd, adj The Bowd
Sidford, Core Hill Road (E)
Sidmouth, Waitrose (NW)
Sidmouth, Moorview Close (SW)
Sidmouth, Whitton Court (SE)
Sidmouth, opp Ice House Lane
Sidmouth, Manstone Avenue (SE-bound)
Sidmouth, Manstone Lane (SE-bound)
Sidmouth, Exeter Cross (SE-bound)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Peasland Road (S-bound)
Sidmouth, All Saints School (SW-bound)
Sidmouth, Vicarage Road (S-bound)
Sidmouth, opp All Saints Church
Sidmouth, Cypress Terrace (S-bound)
Sidmouth, Sidmouth Triangle (Stop B)
Sidmouth, Cypress Terrace (N-bound)
Sidmouth, All Saints Church (E-bound)
Sidmouth, Post Office (N-bound)
Sidmouth, All Saints School (N-bound)
Sidmouth, Peasland Road (N-bound)
Sidmouth, Winslade Road (N-bound)
Sidmouth, Exeter Cross (N-bound)
Sidmouth, Yard Hill Orchard (N-bound)
Sidford, Newlands Road (N-bound)
Sidford, Newlands Road (NE-bound)
Sidford, White Cross (NE-bound)
Sidford, Garage (Stop D)
Sidbury, Hillside (N-bound)
Sidbury, Chapel Street (N-bound)
Sidbury, Old Coach House (N-bound)
Blannicombe, Hare and Hounds (NW-bound)
Honiton, Heathfield Estate (E-bound)
Honiton, Sidmouth Road (N-bound)
Honiton, St Peters Road (NE-bound)
Honiton, Church of the Holy Family (E-bound)
Honiton, opp Mill Street
Honiton, Lace Walk (Stop C)
Honiton, Rosemount Lane (E-bound)
Honiton, Littletown Road (E-bound)
Honiton, opp Hospital
Honiton, Rail Station Forecourt (NE)
Honiton, New Street (NW-bound)
Honiton, Job Centre (Stop D)
Street
Heavitree Road
Fore Street
East Wonford Hill
Honiton Road
Sidmouth Road
Sidmouth Road
Quarry Lane
Sidmouth Road
Clyst Road
A3052
Sidmouth Road
A3052
Valley Road
Unclassified road
Harp Lane
Exeter Road
Exeter Road
Exeter Road
High Street
Station Road
Station Road
A3052
High Street
Stowford Rise
Stowford Rise
Woolbrook Road
Woolbrook Road
Manstone Avenue
Arcot Road
Arcot Road
Temple Street
Vicarage Road
All Saint’s Road
Seafield Road
Triangle
Station Road
All Saint’s Road
Vicarage Road
Vicarage Road
Temple Street
Arcot Road
Arcot Road
Sidford Road
Sidford Road
Sidford Road
Sidford Road
School Street
Chapel Street
Chapel Street
Fore Street
Seaton Road
Old Elm Road
Sidmouth Road
Exeter Road
High Street
Littletown Road
Marlpits Lane
New Street
High Street
ATCO Code
1100DEZ05158
1100DEC10003
1100DEC10005
1100DEC10007
1100DEC10329
1100DEC10331
1100DEC10332
1100DEC10838
1100DEC10287
1100DEC10445
1100DEC10447
1100DEC10453
1100DEC10450
1100DEC10627
1100DEC10629
1100DEC10635
1100DEC10637
1100DEC10638
1100DEC10641
1100DEC10644
1100DEC10646
1100DEC10648
1100DEC10652
1100DEC10654
1100DEC10656
1100DEC10659
1100DEC10662
1100DEC10664
1100DEC10666
1100DEC10667
1100DEC10669
1100DEB10351
1100DEC10671
1100DEC10677
1100DEC10673
1100DEC10675
1100DEC10679
1100DEC10680
1100DEC10682
1100DEC10708
1100DEC10712
1100SDX38435
1100DEA06011
1100DEC10715
1100DEC10718
1100DEA06040
1100DEC10719
1100DEC10717
1100DEC10714
1100SDX38437
1100DEC10713
1100DEC10709
1100DEC10684
1100DEC10687
1100DEC10689
1100DEC10690
1100DEC10694
1100DEC10698
1100DEC10701
1100DEC10703
1100DEC10705
1100DEB11533
1100DEB10715
1100DEB10712
1100DEB10711
1100DEB10716
1100DEB10720
1100DEB10722
1100DEA06019
1100DEB10707
1100DEZ05045
1100DEB11535
1100DEX28593
1100DEB10721

52B
Honiton - Sidmouth - Exeter
Stagecoach Devon
NOTE: SMS codes are different in each direction. Make sure you choose the right direction from these lists.
SMS Code
dvngawgt
dvngawmw
dvngawpd
dvngawmt
dvngawjg
dvngawdm
dvngatwm
dvngatwg
dvngatpw
dvngatpg
dvngatpd
dvngatgm
dvngatdg
dvngataj
dvngaptj
dvngapmj
dvngapjt
dvngapjd
dvngapjg
dvngapgm
dvngapgw
dvngapdm
dvngapdj
dvngmjtm
dvngapad
dvngamwa
dvngamwp
dvngamtw
dvngapag
dvngapat
dvngapdg
dvngapdt
dvngapgt
dvngapda
dvngapaj
dvngamwg
dvngampj
dvngampa
dvngampd
dvngmptp
dvngampw
dvngamdt
dvngajgw
dvngajad
dvngagpd
dvngagma
dvngagdp
dvngagag
dvngadwd
dvngadta
dvndwtap
dvndwptg
dvndwmpg
dvndwmdg
dvndtwgd
dvndtpgw
dvndtmpa
dvndtjwd
dvndtjmg
dvndtgwj
dvndtgad
dvndtajd
dvngjdpj
dvndpwgp
dvndptpt
dvndpmwm
dvndpgwd
dvndpgma
dvndpdma
dvndpajt
dvndmwdt
dvngdtwd
dvndmtdp
dvndmpjg
dvndmjwm
Stop Name
Honiton, Lace Walk (Stop C)
Honiton, Rail Station Forecourt (NE)
Honiton, opp S1 Rail Station
Honiton, Hospital (W-bound)
Honiton, Hospital (S-bound)
Honiton, Littletown Road (W-bound)
Honiton, Joslin Road (NW-bound)
Honiton, St Peters Road (SW-bound)
Honiton, Sidmouth Road (S-bound)
Honiton, Heathfield Estate (E-bound)
Blannicombe, opp Hare and Hounds
Sidbury, Church (S-bound)
Sidbury, Chapel Street (S-bound)
Sidbury, Hillside (S-bound)
Sidford, Post Office (Stop C)
Sidford, Green Close (SW-bound)
Sidford, Newlands Close (SW-bound)
Sidford, Yardelands Close (S-bound)
Sidmouth, Primley Road (S-bound)
Sidmouth, opp Exeter Cross
Sidmouth, Winslade Road (S-bound)
Sidmouth, Peasland Road (S-bound)
Sidmouth, All Saints School (SW-bound)
Sidmouth, Vicarage Road (S-bound)
Sidmouth, opp All Saints Church
Sidmouth, Cypress Terrace (S-bound)
Sidmouth, Sidmouth Triangle (Stop A)
Sidmouth, Cypress Terrace (N-bound)
Sidmouth, All Saints Church (E-bound)
Sidmouth, Post Office (N-bound)
Sidmouth, All Saints School (N-bound)
Sidmouth, Peasland Road (N-bound)
Sidmouth, Winslade Road (N-bound)
Sidmouth, Exeter Cross (NW-bound)
Sidmouth, Lidl Superstore (NW-bound)
Sidmouth, Manstone Avenue (NW-bound)
Sidmouth, Ice House Lane (NW-bound)
Sidmouth, opp NW Whitton Court
Sidmouth, opp E Hawthorn Drive
Sidmouth, Waitrose (E)
Sidford, Core Hill Road (W)
Bowd, adj The Bowd
Newton Poppleford, Bridge End (W-bound)
Newton Poppleford, Station Road (W-bound)
Newton Poppleford, War Memorial (W)
Newton Poppleford, opp Langsford Farm
Newton Poppleford, Exmouth Turn (N-bound)
Newton Poppleford, Burrow Lane (NW-bound)
Goosemoor, opp Moorcroft
Goosemoor, Goosemoor Farm (W-bound)
Nine Oaks, opp Halfway House
Nine Oaks, Harp Lane (W-bound)
Nine Oaks, Nine Oaks (W-bound)
Nine Oaks, White Horse Inn (W-bound)
Farringdon, Farringdon Cross (NW-bound)
Farringdon, Crealy Country Park (W-bound)
Clyst St Mary, opp Cat and Fiddle
Clyst St Mary, Westpoint (W-bound)
Clyst St Mary, St. Bridgets Nursery (W-bound)
Clyst St Mary, Clyst St. Mary (W-bound)
Sandy Gate, Clyst Road (NW-bound)
Sandy Gate, Bishops Court (W-bound)
Sowton, Opposite Park and Ride Site (NW-bound)
Digby, Digby Arch (NW-bound)
Heavitree, Middlemoor (N-bound)
Heavitree, Gallows Corner (NW-bound)
Heavitree, Heavitree Bridge (W-bound)
Heavitree, St Loyes Road (W-bound)
Heavitree, Butts Road (NW-bound)
Heavitree, Horse and Groom (W-bound)
Exeter City Centre, Livery Dole (W-bound)
Heavitree, Grendon Road (NW-bound)
Heavitree, College Road (W-bound)
Exeter City Centre, Swimming Baths (W-bound)
Exeter City Centre, Exeter Bus Station (Bay 7)
Street
Marlpits Lane
Marlpits Lane
Littletown Road
Sidmouth Road
Old Elm Road
Fore Street
Chapel Street
Chapel Street
School Street
Sidford Road
Sidford Road
Arcot Road
Temple Street
Vicarage Road
All Saint’s Road
Seafield Road
Triangle
Station Road
All Saint’s Road
Vicarage Road
Vicarage Road
Temple Street
Arcot Road
Arcot Road
Woolbrook Road
Manstone Avenue
Woolbrook Road
Woolbrook Road
Stowford Rise
High Street
Four Elms Hill
Station Road
Station Road
High Street
Exmouth Road
Exeter Road
Exeter Road
Harp Lane
A3052
A3052
Sidmouth Road
Sidmouth Road
Sidmouth Road
Sidmouth Road
Quarry Lane
Sidmouth Road
Broadfields Road
East Wonford Hill
East Wonford Hill
Fore Street
Fore Street
Heavitree Road
Heavitree Road
Heavitree Road
Heavitree Road
ATCO Code
1100DEB10722
1100DEB11535
1100DEB10699
1100DEB10701
1100DEX28594
1100DEB10708
1100DEB10709
1100DEB10710
1100DEB10713
1100DEB10715
1100DEB11534
1100DEC10706
1100DEC10704
1100DEC10702
1100DEC10707
1100DEC10695
1100DEC10691
1100DEC10688
1100DEC10686
1100DEC10685
1100DEC10708
1100DEC10712
1100SDX38435
1100DEA06011
1100DEC10715
1100DEC10718
1100DEC10720
1100DEC10719
1100DEC10717
1100DEC10714
1100SDX38437
1100DEC10713
1100DEC10709
1100DEC10683
1100DEC10681
1100DEC10678
1100DEC10676
1100DEC10674
1100DEC10672
1100DEA56848
1100DEB10352
1100DEC10670
1100DEC10668
1100DEC11253
1100DEC10665
1100DEC10663
1100DEC10661
1100DEC10657
1100DEC10655
1100DEC10653
1100DEC10651
1100DEC10650
1100DEC10647
1100DEC10645
1100DEC10643
1100DEC10640
1100DEC10639
1100DEC11512
1100DEC10634
1100DEC10630
1100DEC10628
1100DEC10449
1100DEA09059
1100DEC10448
1100DEC10446
1100DEC10286
1100DEC10334
1100DEC10333
1100DEC10330
1100DEC10009
1100DEC10008
1100DEA08994
1100DEC10006
1100DEC10004
1100DEZ05158

899 Sidmouth - Seaton - Lyme Regis
Axe Valley Mini-Travel
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 Sch
Sidmouth, Sidmouth Triangle (Stop C)
Sidmouth, Sidmouth College (S-bound)
Sidford, Core Hill Road (E)
Exmouth, Tesco Superstore (NE-bound)
Budleigh Salterton, Public Hall (Stop A)
Newton Poppleford, opp E War Memorial
Sidford, Opposite Spar (Stop B)
Sidmouth, opp Fortescue Phone Box
Southleigh, Three Horseshoes Inn (E)
Branscombe, opp Village Hall
Beer, opp Pecorama
Beer, Berry Hill (NE-bound)
0757
Colyford, The Elms (NE-bound)
Seaton, Gardens (Stop A)
0804
Axmouth, Ship Inn (NE-bound)
Lyme Regis, Community Care Centre (N-bound)
Sch
0810
0814
0835
Service Restrictions Sch
Sidmouth, Sidmouth Triangle (Stop C)
1710
Sidmouth, Sidmouth College (S-bound)
Sidford, Core Hill Road (E)
Exmouth, Tesco Superstore (NE-bound)
Budleigh Salterton, Public Hall (Stop A)
Newton Poppleford, opp E War Memorial
Sidford, Opposite Spar (Stop B)
Sidmouth, opp Fortescue Phone Box
Southleigh, Three Horseshoes Inn (E)
Branscombe, opp Village Hall
Beer, opp Pecorama
Beer, Berry Hill (NE-bound)
Colyford, The Elms (NE-bound)
Seaton, Gardens (Stop A)
Axmouth, Ship Inn (NE-bound)
Lyme Regis, Community Care Centre (N-bound)
1718
1730
1743
1746
1753
1635
1655
1710
1720
1725
1735
Sidmouth, Sidmouth Triangle (Stop C)
Sidmouth, Sidmouth College (S-bound)
Sidford, Core Hill Road (E)
Exmouth, Tesco Superstore (NE-bound)
Budleigh Salterton, Public Hall (Stop A)
Newton Poppleford, opp E War Memorial
Sidford, Opposite Spar (Stop B)
Sidmouth, opp Fortescue Phone Box
Southleigh, Three Horseshoes Inn (E)
Branscombe, opp Village Hall
Beer, opp Pecorama
Beer, Berry Hill (NE-bound)
Colyford, The Elms (NE-bound)
Seaton, Gardens (Stop A)
Axmouth, Ship Inn (NE-bound)
Lyme Regis, Community Care Centre (N-bound)
Sch
0810
0820
0827
0835
0845
Sch
0800
0815
0825
0832
0835
0845
Sch
0755
0805
0815
0825
0832
0835
0845
0850
0858
0905
0912
0919
Mondays to Fridays
Saturdays
1030
1038
1050
1103
1106
1113
1250
1258
1310
1323
1326
1333
1450
1458
1510
1523
1526
1533
1000
1003
1010 1010
1014
1100
1103
1110
Sundays
no service
Early May Holiday (7th May)
no service
Spring Bank Holiday (4th June)
no service
Jubilee Holiday (5th June)
no service
Bank Holidays
no service
Service Restrictions: Sch - Devon School Days
1030
1038
1050
1103
1106
1113 1140
1144
1250
1258
1310
1323
1326
1333 1340
1344
1400
1403
1410
1400
1408
1420
1433
1436
1443
Sch
1540
1548
1555
1605
1612
Sch
1615
1621
1625
1632
1645
Sch
1625
1640
1650
1655
1705

899 Lyme Regis - Seaton - Sidmouth
Axe Valley Mini-Travel
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
Lyme Regis, Community Care Centre (N-bound)
Axmouth, opp Ship Inn
Seaton, Marine Place (Stop B)
Beer, Beer Cross (SW-bound)
Colyford, opp The Elms
Southleigh, opp W Three Horseshoes Inn
Beer, Pecorama (NE-bound)
Branscombe, Village Hall (W-bound)
Sidford, Spar (Stop A)
Newton Poppleford, War Memorial (W)
Budleigh Salterton, Library (Stop B)
Exmouth, Drake’s Avenue (SW-bound)
Sidmouth, Sidmouth College (S-bound)
Sidmouth, Waitrose (NW)
Sidmouth, Fortescue Phone Box (SW-bound)
Sidmouth, Sidmouth Triangle (Stop C)
Service Restrictions
Lyme Regis, Community Care Centre (N-bound)
Axmouth, opp Ship Inn
Seaton, Marine Place (Stop B)
Beer, Beer Cross (SW-bound)
Colyford, opp The Elms
Southleigh, opp W Three Horseshoes Inn
Beer, Pecorama (NE-bound)
Branscombe, Village Hall (W-bound)
Sidford, Spar (Stop A)
Newton Poppleford, War Memorial (W)
Budleigh Salterton, Library (Stop B)
Exmouth, Drake’s Avenue (SW-bound)
Sidmouth, Sidmouth College (S-bound)
Sidmouth, Waitrose (NW)
Sidmouth, Fortescue Phone Box (SW-bound)
Sidmouth, Sidmouth Triangle (Stop C)
Lyme Regis, Community Care Centre (N-bound)
Axmouth, opp Ship Inn
Seaton, Marine Place (Stop B)
Beer, Beer Cross (SW-bound)
Colyford, opp The Elms
Southleigh, opp W Three Horseshoes Inn
Beer, Pecorama (NE-bound)
Branscombe, Village Hall (W-bound)
Sidford, Spar (Stop A)
Newton Poppleford, War Memorial (W)
Budleigh Salterton, Library (Stop B)
Exmouth, Drake’s Avenue (SW-bound)
Sidmouth, Sidmouth College (S-bound)
Sidmouth, Waitrose (NW)
Sidmouth, Fortescue Phone Box (SW-bound)
Sidmouth, Sidmouth Triangle (Stop C)
Service Restrictions:
Sch
0700
0712
0720
0727
0739
0755
Sch
0720
0732
0740
0750
0800
Sch
0740
0752
0800
0805
0808
Sch
0750
0757
0810
0817
0823
0829
0838
0845
Mondays to Fridays
Sch
1546
1600
1604 1615
1622
1625
1638
1650
1658
Saturdays
0930
0937
0940
0953
1005
1013
1150
1157
1200
1213
1225
1233
1350
1357
1400
1413
1425
1433
Sch
0835
0854
0858 0930
0937
0940
0953
1005
1013
0950
0957
1000
1016
1020 1050
1057
Sundays
no service
Early May Holiday (7th May)
no service
Spring Bank Holiday (4th June)
no service
Jubilee Holiday (5th June)
no service
Bank Holidays
no service
Sch - Devon School Days
1100
1145
1149 1150
1157
1200
1213
1225
1233
1250
1257
1300
1313
1325
1333
1345
1349 1350
1357
1400
Sch
1550
1557
1603
1615
1625
1635
Sch
1550
1557
1603
1610
Sch
1550
1557
1603
1615
1625
Data Provided by South West Public Transport Information (SWPTI) - 31 - 01/12/11

899 Sidmouth - Seaton - Lyme Regis
Axe Valley Mini-Travel
NOTE: SMS codes are different in each direction. Make sure you choose the right direction from these lists.
SMS Code
dvngmpgw
dvngamtw
dvngapag
dvngapat
dvngapdg
dvngapdt
dvngapgt
dvngapgj
dvngapjw
dvngapja
dvngapjm
dvngapjp
dvngapma
dvngapap
dvngamwg
dvngampj
dvngampt
dvngapga
dvndwjdj
dvndwtpm
dvngagpa
dvngaptm
dvngmdgd
dvngapaw
dvngapwm
dvngatwp
dvngmdgm
dvngawtw
dvngdaja
dvngdatg
dvngawga
dvngawpw
dvngjmjg
dvngdagj
dvngdamj
dvngdapm
dvngdawa
dvngdawg
dvngmdwj
dvngmdwm
dvngmdwp
dvngmdwt
dvngdgam
dvngdgat
dvngdgdt
dvngdgjw
dvngdjdp
dvngdjaw
dvngdgwa
dvngdgjm
dvngdgtj
dvngdjdw
dvngdjpd
dvngdjtg
dvngdmat
dvngdmgj
dvngdmpa
dvngdpga
doradagj
dordmtpj
doradajp
doradagp
Stop Name
Sidmouth, Sidmouth Triangle (Stop C)
Sidmouth, Cypress Terrace (N-bound)
Sidmouth, All Saints Church (E-bound)
Sidmouth, Post Office (N-bound)
Sidmouth, All Saints School (N-bound)
Sidmouth, Peasland Road (N-bound)
Sidmouth, Winslade Road (N-bound)
Sidmouth, Exeter Cross (N-bound)
Sidmouth, Sidmouth College (S-bound)
Sidmouth, Yard Hill Orchard (N-bound)
Sidford, Newlands Road (N-bound)
Sidford, Newlands Road (NE-bound)
Sidford, White Cross (NE-bound)
Sidmouth, Manstone Lane (SE-bound)
Sidmouth, Manstone Avenue (NW-bound)
Sidmouth, Ice House Lane (NW-bound)
Sidford, Core Hill Road (E)
Sidford, Burscombe Lane (E-bound)
Exmouth, Tesco Superstore (NE-bound)
Budleigh Salterton, Public Hall (Stop A)
Newton Poppleford, opp E War Memorial
Sidford, Opposite Spar (Stop B)
Sidford, England’s Close (E)
Sidmouth, Salcombe Road (E-bound)
Sidmouth, opp Fortescue Phone Box
Trow, opp E Trow Farm
Trow, opp NE Donkey Sanctuary
Trow, opp NE King’s Down Tail
Southleigh, Three Horseshoes Inn (E)
Branscombe, Hangman’s Stone (E)
Trow, opp Sidmouth Donkey Sanctuary
Trow, Weston Cross (N-bound)
Street, Coxe’s Corner (E-bound)
Street, opp Fountain Head
Branscombe, opp Village Hall
Branscombe, opp Castle Cottage
Beer, opp Quarry Caves
Beer, Quarry Cottages (E-bound)
Beer, opp Pecorama
Beer, opp West Underleys
Beer, Park Road (N-bound)
Beer, Clapp’s Lane (N-bound)
Beer, Berry Hill (NE-bound)
Beer, New Road (E-bound)
Seaton, Beer Road (NE-bound)
Seaton, Old Beer Road (E-bound)
Colyford, The Elms (NE-bound)
Seaton, Axe Vale Caravan Park (S-bound)
Seaton, Marine Place (Stop B)
Seaton, Churston Rise (SW-bound)
Seaton, Gardens (Stop A)
Seaton, Harbour Road (E-bound)
Axmouth, Ship Inn (NE-bound)
Colyford, Boshill Cross (E-bound)
Combpyne, Westhayes Caravan Site (SE-bound)
Rousdon, Garage (E-bound)
Rousdon, Charton Cross (E-bound)
Pinhay, Ware Cross (NE-bound)
Lyme Regis, Somers Road (E-bound)
Lyme Regis, Ware Lane (S-bound)
Lyme Regis, Coram Tower (E-bound)
Lyme Regis, Community Care Centre (N-bound)
Street
Triangle
Station Road
All Saint’s Road
Vicarage Road
Vicarage Road
Temple Street
Arcot Road
Arcot Road
Sidford Road
Sidford Road
Sidford Road
Sidford Road
Manstone Avenue
Woolbrook Road
High Street
Burscombe Lane
Salterton Road
Station Road
Church Street
Sid Road
A3052
A3052
A3052
A3052
Gatedown Lane
Unclassified Road
Berry Hill
Mill Lane
Unclassified road
Quarry Lane
Underleys
Underleys
Clapp’s Lane
Long Hill
Beer Road
Fair View Lane
Marine Place
Marine Place
Harbour Road
Church Street
Boshill Hill
A3052
Sidmouth Road
Sidmouth Road
Sidmouth Road
Uplyme Road
ATCO Code
1100DEA06041
1100DEC10719
1100DEC10717
1100DEC10714
1100SDX38437
1100DEC10713
1100DEC10709
1100DEC10684
1100SDY38428
1100DEC10687
1100DEC10689
1100DEC10690
1100DEC10694
1100DEC10680
1100DEC10678
1100DEC10676
1100DEB10351
1100DEX28566
1100DEC10837
1100DEC10760
1100DEC10664
1100DEB10353
1100DEA05882
1100DEB11529
1100DEB11531
1100DEB10482
1100DEA05884
1100DEB10355
1100DEB10357
1100DEB10359
1100DEB10480
1100DEB10478
1100DEA56690
1100DEB10476
1100DEB10473
1100DEB10472
1100DEB10470
1100DEB10468
1100DEA05919
1100DEA05920
1100DEA05921
1100DEA05922
1100DOY29335
1100DEB10362
1100DEB10364
1100DEB10367
1100DEB10382
1100DEB10490
1100DEB10368
1100DEB10483
1100DEB10369
1100DEB10459
1100DEB10458
1100DEB10388
1100DEB10386
1100DEB10384
1100DEB10390
1100DEB10392
1200DOB65004
1200DOB65007
1200DOB65008
1200DOB65005

899 Lyme Regis - Seaton - Sidmouth
Axe Valley Mini-Travel
NOTE: SMS codes are different in each direction. Make sure you choose the right direction from these lists.
SMS Code
doradagp
doradajg
doradagd
dvngdpgd
dvngdmpd
dvngdmga
dvngdmap
dvngdjtj
dvngdjpg
dvngdjga
dvngdgwa
dvngdgjg
dvngdgaw
dvngdgap
dvngjtpd
dvngdjdt
dvngdatm
dvngdagw
dvngdada
dvngmdgp
dvngdgad
dvngdawm
dvngdawp
dvngdawt
dvngdawj
dvngdawd
dvngdapt
dvngdamp
dvngdagm
dvngjmjd
dvngawpt
dvngawdp
dvngatwt
dvngmdgj
dvngaptw
dvngagpd
dvndwtpw
dvndwjaw
dvngapmj
dvngapjt
dvngapjd
dvngapjw
dvngapjg
dvngapgm
dvngapgd
dvngampm
dvngamjw
dvngamjt
dvngampg
dvngamwm
dvngapap
dvngapdw
dvngapgw
dvngapdm
dvngapdj
dvngmjtm
dvngapwt
dvngapdp
dvngapad
dvngamwa
dvngmpgw
Stop Name
Lyme Regis, Community Care Centre (N-bound)
Lyme Regis, Travis perkins (SE-bound)
Lyme Regis, Somers Road (W-bound)
Pinhay, Ware Cross (SW-bound)
Rousdon, Charton Cross (S-bound)
Rousdon, opp Garage
Combpyne, opp Westhayes Caravan Site
Colyford, Boshill Cross (W-bound)
Axmouth, opp Ship Inn
Seaton, Harbour Road (W-bound)
Seaton, Marine Place (Stop B)
Seaton, Beer Road (W-bound)
Beer, New Road (W-bound)
Beer, Beer Cross (SW-bound)
Seaton, Newlands Park (NW-bound)
Colyford, opp The Elms
Branscombe, Hangman’s Stone (W)
Southleigh, opp W Three Horseshoes Inn
Trow, King’s Down Tail (SW)
Trow, Donkey Sanctuary (SW)
Beer, Phone Box (E-bound)
Beer, Park Road (W-bound)
Beer, West Underleys (E-bound)
Beer, Pecorama (NE-bound)
Beer, opp Quarry Cottages
Beer, Quarry Caves (W-bound)
Branscombe, Castle Cottage (S-bound)
Branscombe, Village Hall (W-bound)
Street, Fountain Head (NE-bound)
Street, Coxe’s Corner (W-bound)
Trow, Weston Cross (W-bound)
Trow, Sidmouth Donkey Sanctuary (W-bound)
Trow, Trow Farm (W)
Sidford, Packhorse Close (W)
Sidford, Spar (Stop A)
Newton Poppleford, War Memorial (W)
Budleigh Salterton, Library (Stop B)
Exmouth, Drake’s Avenue (SW-bound)
Sidford, Green Close (SW-bound)
Sidford, Newlands Close (SW-bound)
Sidford, Yardelands Close (S-bound)
Sidmouth, Sidmouth College (S-bound)
Sidmouth, Primley Road (S-bound)
Sidmouth, opp Exeter Cross
Sidford, Burscombe Lane (W-bound)
Sidmouth, Waitrose (NW)
Sidmouth, Moorview Close (SW)
Sidmouth, Whitton Court (SE)
Sidmouth, opp Ice House Lane
Sidmouth, Manstone Avenue (SE-bound)
Sidmouth, Manstone Lane (SE-bound)
Sidmouth, Exeter Cross (SE-bound)
Sidmouth, Winslade Road (S-bound)
Sidmouth, Peasland Road (S-bound)
Sidmouth, All Saints School (SW-bound)
Sidmouth, Vicarage Road (S-bound)
Sidmouth, Fortescue Phone Box (SW-bound)
Sidmouth, Salcombe Road (W-bound)
Sidmouth, opp All Saints Church
Sidmouth, Cypress Terrace (S-bound)
Sidmouth, Sidmouth Triangle (Stop C)
Street
Uplyme Road
Uplyme Road
Sidmouth Road
Sidmouth Road
A3052
Harbour Road
Marine Place
Beer Road
New Road
Long Hill
Seaton Down Road
Swan Hill Road
A3052
A3052
South Down Road
Park Road
West Underleys
Underleys
Quarry Lane
Unclassified road
Mill Lane
Berry Hill
Unclassified Road
Mire Lane
Church Street
Church Street
Station Road
Station Road
Salterton Road
Sidford Road
Sidford Road
High Street
Stowford Rise
Stowford Rise
Woolbrook Road
Woolbrook Road
Manstone Avenue
Arcot Road
Arcot Road
Temple Street
Vicarage Road
Sid Road
Salcombe Road
All Saint’s Road
Seafield Road
Triangle
ATCO Code
1200DOB65005
1200DOB20493
1200DOB65003
1100DEB10393
1100DEB10391
1100DEB10385
1100DEB10387
1100DEB10389
1100DEB10457
1100DEB10460
1100DEB10368
1100DEB10366
1100DEB10363
1100DEB10361
1100DEA56802
1100DEB10383
1100DEB10360
1100DEB10358
1100DEB10356
1100DEA05885
1100DEB10462
1100DEB10463
1100DEB10464
1100DEB10465
1100DEB10467
1100DEB10469
1100DEB10471
1100DEB10474
1100DEB10475
1100DEA56689
1100DEB10477
1100DEB10479
1100DEB10481
1100DEA05883
1100DEB10354
1100DEC10665
1100DEC10759
1100DEC10778
1100DEC10695
1100DEC10691
1100DEC10688
1100SDY38428
1100DEC10686
1100DEC10685
1100DEX28567
1100DEC10671
1100DEC10677
1100DEC10673
1100DEC10675
1100DEC10679
1100DEC10680
1100DEC10682
1100DEC10708
1100DEC10712
1100SDX38435
1100DEA06011
1100DEB11532
1100DEB11530
1100DEC10715
1100DEC10718
1100DEA06041

X53
Poole - Exeter
First in Dorset & South Somerset
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
Poole, Poole Bus Station (Stand H)
Upton, Upton Country Park (W-bound)
Sandford, opp Sandford Middle School
Wareham, Wareham Station (NW-bound)
Wareham, opp Post Office
Wool, Wool Station (E-bound)
Osmington, The Sunray (W-bound)
Preston, The Spice Ship (W-bound)
Weymouth, Kings Statue (Stop K6) arr
Weymouth, Kings Statue (Stop K6) dep
Chickerell, opp Meadow Close
Portesham, opp Kings Arms
Abbotsbury, Ilchester Arms (NW-bound)
Burton Bradstock, Three Horseshoes (N-bound)
West Bay, The George (S-bound)
Bridport, Frosts (W-bound)
Bridport, Coach Station (NE-bound) arr
Bridport, Coach Station (NE-bound) dep
Chideock, Chideock Bridge (W-bound)
Morcombelake, Ship Knapp (N-bound)
Charmouth, St Andrews Church (W-bound)
Lyme Regis, The Square (W-bound)
Rousdon, opp Garage
Colyford, opp The Elms
Seaton, Health Centre (S-bound)
Seaton, Marine Place (Stop B)
Beer, Beer Cross (SW-bound)
Sidford, Spar (Stop A)
Newton Poppleford, War Memorial (W)
Clyst St Mary, Clyst St. Mary (W-bound)
Wonford, RD&E Hospital Wonford (N)
Exeter City Centre, Exeter Bus Station (Co2)
Poole, Poole Bus Station (Stand H)
Upton, Upton Country Park (W-bound)
Sandford, opp Sandford Middle School
Wareham, Wareham Station (NW-bound)
Wareham, opp Post Office
Wool, Wool Station (E-bound)
Osmington, The Sunray (W-bound)
Preston, The Spice Ship (W-bound)
Weymouth, Kings Statue (Stop K6) arr
Weymouth, Kings Statue (Stop K6) dep
Chickerell, opp Meadow Close
Portesham, opp Kings Arms
Abbotsbury, Ilchester Arms (NW-bound)
Burton Bradstock, Three Horseshoes (N-bound)
West Bay, The George (S-bound)
Bridport, Frosts (W-bound)
Bridport, Coach Station (NE-bound) arr
Bridport, Coach Station (NE-bound) dep
Chideock, Chideock Bridge (W-bound)
Morcombelake, Ship Knapp (N-bound)
Charmouth, St Andrews Church (W-bound)
Lyme Regis, The Square (W-bound)
Rousdon, opp Garage
Colyford, opp The Elms
Seaton, Health Centre (S-bound)
Seaton, Marine Place (Stop B)
Beer, Beer Cross (SW-bound)
Sidford, Spar (Stop A)
Newton Poppleford, War Memorial (W)
Clyst St Mary, Clyst St. Mary (W-bound)
Wonford, RD&E Hospital Wonford (N)
Exeter City Centre, Exeter Bus Station (Co2)
0520
0531
0542
0547
0559
0606
0614
0616
0619
0627
0631
0636
0649
0657
0704
0707
0714
0722
0737
0745
0800
0818
0830
0720
0731
0743
0748
0800
0807
0815
0817
0822
0830
0834
0839
0853
0901
0908
0911
0920
0927
0944
0952
1002
1014
1022
0915
0926
0937
0942
0957
1003
1015
1017
1022
1030
1034
1039
1053
1101
1108
1111
1120
1127
1144
1152
1202
1214
1222
Saturdays
0520
0531
0542
0547
0559
0606
0614
0616
0619
0627
0631
0636
0649
0657
0704
0707
0714
0722
0737
0745
0800
0818
0830
0720
0731
0743
0748
0800
0807
0815
0817
0822
0830
0834
0839
0853
0901
0908
0911
0920
0927
0944
0952
1002
1014
1022
0915
0926
0937
0942
0957
1003
1015
1017
1022
1030
1034
1039
1053
1101
1108
1111
1120
1127
1144
1152
1202
1214
1222
0855
0905
0920
0924
0928
0937
0955
0958
1010
0950
1000
1012
1016
1020
1032
1050
1053
1105
1115
1126
1137
1142
1157
1203
1215
1217
1222
1230
1234
1239
1253
1301
1308
1311
1320
1327
1344
1352
1402
1414
1422
0950
1000
1012
1016
1020
1032
1050
1053
1105
1115
1126
1137
1142
1157
1203
1215
1217
1222
1230
1234
1239
1253
1301
1308
1311
1320
1327
1344
1352
1402
1414
1422
1150
1200
1212
1216
1220
1232
1250
1253
1305
1315
1326
1337
1342
1357
1403
1415
1417
1422
1430
1434
1439
1453
1501
1508
1511
1520
1527
1544
1552
1602
1614
1622
1150
1200
1212
1216
1220
1232
1250
1253
1305
1315
1326
1337
1342
1357
1403
1415
1417
1422
1430
1434
1439
1453
1501
1508
1511
1520
1527
1544
1552
1602
1614
1622
1350
1400
1412
1416
1420
1432
1450
1453
1505
1515
1526
1537
1542
1557
1603
1615
1617
1622
1630
1634
1639
1653
1701
1708
1711
1720
1727
1744
1752
1802
1814
1822
1230
1240
1255
1259
1303
1312
1330
1333
1345
1620
1630
1642
1646
1650
1702
1720
1723
1735
1745
1756
1807
1812
1827
1833
1845
1847
1852
1900
1904
1909
1921
1928
1935
1937
1940
1945
2000
2008
2017
2028
2035
1350
1400
1412
1416
1420
1432
1450
1453
1505
1515
1526
1537
1542
1557
1603
1615
1617
1622
1630
1634
1639
1653
1701
1708
1711
1720
1727
1744
1752
1802
1814
1822
1740
1750
1805
1809
1812
1821
1837
1840
1850
1620
1630
1642
1646
1650
1702
1720
1723
1735
1745
1756
1807
1812
1827
1833
1845
1847
1852
1900
1904
1909
1921
1928
1935
1937
1940
1945
2000
2008
2017
2028
2035
1930
1940
1955
1959
2002
2011
2027
2030
2040
1740
1750
1805
1809
1812
1821
1837
1840
1850
1930
1940
1955
1959
2002
2011
2027
2030
2040
Data Provided by South West Public Transport Information (SWPTI) - 31 - 15/03/12

X53
Poole - Exeter
First in Dorset & South Somerset
Direction of stops: where shown (eg: W-bound) this is the compass direction towards which the bus is pointing when it
stops
Sundays
Poole, Poole Bus Station (Stand H)
Upton, Upton Country Park (W-bound)
Sandford, opp Sandford Middle School
Wareham, Wareham Station (NW-bound)
Wareham, opp Post Office
Wool, Wool Station (E-bound)
Osmington, The Sunray (W-bound)
Preston, The Spice Ship (W-bound)
Weymouth, Kings Statue (Stop K6) arr
Weymouth, Kings Statue (Stop K6) dep
Chickerell, opp Meadow Close
Portesham, opp Kings Arms
Abbotsbury, Ilchester Arms (NW-bound)
Burton Bradstock, Three Horseshoes (N-bound)
West Bay, The George (S-bound)
Bridport, Frosts (W-bound)
Bridport, Coach Station (NE-bound) arr
Bridport, Coach Station (NE-bound) dep
Chideock, Chideock Bridge (W-bound)
Morcombelake, Ship Knapp (N-bound)
Charmouth, St Andrews Church (W-bound)
Lyme Regis, The Square (W-bound)
Rousdon, opp Garage
Colyford, opp The Elms
Seaton, Health Centre (S-bound)
Seaton, Marine Place (Stop B)
Beer, Beer Cross (SW-bound)
Sidford, Spar (Stop A)
Newton Poppleford, War Memorial (W)
Clyst St Mary, Clyst St. Mary (W-bound)
Wonford, RD&E Hospital Wonford (N)
Exeter City Centre, Exeter Bus Station (Co2)
Poole, Poole Bus Station (Stand H)
Upton, Upton Country Park (W-bound)
Sandford, opp Sandford Middle School
Wareham, Wareham Station (NW-bound)
Wareham, opp Post Office
Wool, Wool Station (E-bound)
Osmington, The Sunray (W-bound)
Preston, The Spice Ship (W-bound)
Weymouth, Kings Statue (Stop K6) arr
Weymouth, Kings Statue (Stop K6) dep
Chickerell, opp Meadow Close
Portesham, opp Kings Arms
Abbotsbury, Ilchester Arms (NW-bound)
Burton Bradstock, Three Horseshoes (N-bound)
West Bay, The George (S-bound)
Bridport, Frosts (W-bound)
Bridport, Coach Station (NE-bound) arr
Bridport, Coach Station (NE-bound) dep
Chideock, Chideock Bridge (W-bound)
Morcombelake, Ship Knapp (N-bound)
Charmouth, St Andrews Church (W-bound)
Lyme Regis, The Square (W-bound)
Rousdon, opp Garage
Colyford, opp The Elms
Seaton, Health Centre (S-bound)
Seaton, Marine Place (Stop B)
Beer, Beer Cross (SW-bound)
Sidford, Spar (Stop A)
Newton Poppleford, War Memorial (W)
Clyst St Mary, Clyst St. Mary (W-bound)
Wonford, RD&E Hospital Wonford (N)
Exeter City Centre, Exeter Bus Station (Co2)
0545
0554
0602
0607
0619
0625
0633
0635
0637
0644
0648
0653
0704
0711
0718
0720
0725
0730
0745
0753
0801
0809
0817
0720
0731
0743
0748
0800
0807
0815
0817
0822
0830
0834
0839
0853
0901
0908
0911
0920
0927
0944
0952
1002
1014
1022
0915
0926
0937
0942
0957
1003
1015
1017
1022
1030
1034
1039
1053
1101
1108
1111
1120
1127
1144
1152
1202
1214
1222
0950
1000
1012
1016
1020
1032
1050
1053
1105
1115
1126
1137
1142
1157
1203
1215
1217
1222
1230
1234
1239
1253
1301
1308
1311
1320
1327
1344
1352
1402
1414
1422
1150
1200
1212
1216
1220
1232
1250
1253
1305
1315
1326
1337
1342
1357
1403
1415
1417
1422
1430
1434
1439
1453
1501
1508
1511
1520
1527
1544
1552
1602
1614
1622
1350
1400
1412
1416
1420
1432
1450
1453
1505
1515
1526
1537
1542
1557
1603
1615
1617
1622
1630
1634
1639
1653
1701
1708
1711
1720
1727
1744
1752
1802
1814
1822
1620
1630
1642
1646
1650
1702
1720
1723
1735
1745
1756
1807
1812
1827
1833
1845
1847
1852
1900
1904
1909
1921
1928
1935
1937
1940
1945
2000
2008
2017
2028
2035
1740
1750
1805
1809
1812
1821
1837
1840
1850
1930
1940
1955
1959
2002
2011
2027
2030
2040
Early May Holiday (7th May)
no service
Spring Bank Holiday (4th June)
no service
Jubilee Holiday (5th June)
no service
Bank Holidays
0545
0554
0602
0607
0619
0625
0633
0635
0637
0644
0648
0653
0704
0711
0718
0720
0725
0730
0745
0753
0801
0809
0817
0720
0731
0743
0748
0800
0807
0815
0817
0822
0830
0834
0839
0853
0901
0908
0911
0920
0927
0944
0952
1002
1014
1022
0915
0926
0937
0942
0957
1003
1015
1017
1022
1030
1034
1039
1053
1101
1108
1111
1120
1127
1144
1152
1202
1214
1222
0950
1000
1012
1016
1020
1032
1050
1053
1105
1115
1126
1137
1142
1157
1203
1215
1217
1222
1230
1234
1239
1253
1301
1308
1311
1320
1327
1344
1352
1402
1414
1422
1150
1200
1212
1216
1220
1232
1250
1253
1305
1315
1326
1337
1342
1357
1403
1415
1417
1422
1430
1434
1439
1453
1501
1508
1511
1520
1527
1544
1552
1602
1614
1622
1350
1400
1412
1416
1420
1432
1450
1453
1505
1515
1526
1537
1542
1557
1603
1615
1617
1622
1630
1634
1639
1653
1701
1708
1711
1720
1727
1744
1752
1802
1814
1822
1620
1630
1642
1646
1650
1702
1720
1723
1735
1745
1756
1807
1812
1827
1833
1845
1847
1852
1900
1904
1909
1921
1928
1935
1937
1940
1945
2000
2008
2017
2028
2035
1740
1750
1805
1809
1812
1821
1837
1840
1850
1930
1940
1955
1959
2002
2011
2027
2030
2040

X53
Exeter - Poole
First in Dorset & South Somerset
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
Exeter City Centre, Exeter Bus Station (Co2)
Heavitree, Waitrose (E-bound)
Clyst St Mary, Clyst St. Mary (E-bound)
Newton Poppleford, opp E War Memorial
Sidford, Opposite Spar (Stop B)
Beer, Beer Cross (SW-bound)
Seaton, Gardens (Stop A)
Seaton, opp Health Centre
Colyford, The Elms (NE-bound)
Rousdon, Garage (E-bound)
Lyme Regis, Co-op Store (SE-bound)
Charmouth, St Andrews Church (E-bound)
Morcombelake, Ship Knapp (SE-bound)
Chideock, Chideock Bridge (E-bound)
Bridport, Coach Station (NE-bound) arr
Bridport, Coach Station (NE-bound) dep
Bridport, Nationwide Building Society (E-bound)
West Bay, The George (S-bound)
Burton Bradstock, Anchor Inn (NE-bound)
Abbotsbury, Ilchester Arms (SE-bound)
Portesham, Kings Arms (SE-bound)
Chickerell, Meadow Close (SE-bound)
Weymouth, Kings Statue (Stop K5) arr
Weymouth, Kings Statue (Stop K5) dep
Weymouth, Weymouth College (NE-bound)
Preston, The Spice Ship (E-bound)
Osmington, Osmington Garage (N-bound)
Wool, Wool Station (E-bound)
Wareham, North Causeway (N-bound)
Wareham, Wareham Station (NW-bound)
Sandford, Sandford Middle School (N-bound)
Upton, Upton Crossroads (E-bound)
Poole, Poole Bus Station (Stand H)
Exeter City Centre, Exeter Bus Station (Co2)
Heavitree, Waitrose (E-bound)
Clyst St Mary, Clyst St. Mary (E-bound)
Newton Poppleford, opp E War Memorial
Sidford, Opposite Spar (Stop B)
Beer, Beer Cross (SW-bound)
Seaton, Gardens (Stop A)
Seaton, opp Health Centre
Colyford, The Elms (NE-bound)
Rousdon, Garage (E-bound)
Lyme Regis, Co-op Store (SE-bound)
Charmouth, St Andrews Church (E-bound)
Morcombelake, Ship Knapp (SE-bound)
Chideock, Chideock Bridge (E-bound)
Bridport, Coach Station (NE-bound) arr
Bridport, Coach Station (NE-bound) dep
Bridport, Nationwide Building Society (E-bound)
West Bay, The George (S-bound)
Burton Bradstock, Anchor Inn (NE-bound)
Abbotsbury, Ilchester Arms (SE-bound)
Portesham, Kings Arms (SE-bound)
Chickerell, Meadow Close (SE-bound)
Weymouth, Kings Statue (Stop K5) arr
Weymouth, Kings Statue (Stop K5) dep
Weymouth, Weymouth College (NE-bound)
Preston, The Spice Ship (E-bound)
Osmington, Osmington Garage (N-bound)
Wool, Wool Station (E-bound)
Wareham, North Causeway (N-bound)
Wareham, Wareham Station (NW-bound)
Sandford, Sandford Middle School (N-bound)
Upton, Upton Crossroads (E-bound)
Poole, Poole Bus Station (Stand H)
Service Restrictions:
0730
0740
0745
0803
0812
0816
0820
0835
0845
0648
0700
0705
0709
0717
CH
0719
0721
0730
0737
0750
0755
0806
0821
Saturdays
0730
0740
0745
0803
0812
0816
0820
0835
0850
0648
0700
0705
0709
0717
0719
0721
0730
0737
0750
0755
0806
0821
1005
1015
1020
1038
1047
1051
1055
1110
1120
Col
0719
0721
0730
0737
0750
0755
0806
0821
0823
0828
0840
0846
0857
0911
0919
0937
0948
0954
0957
1004
1012
1024
1029
1033
1040
1044
1050
1102
1108
1121
1126
1137
1152
1205
1215
1220
1238
1247
1251
1255
1310
1320
1005
1015
1020
1038
1047
1051
1055
1110
1120
1045
1050
1101
1115
1122
1140
1150
1154
1157
1204
1212
1224
1229
1233
1240
1244
1250
1302
1308
1321
1326
1337
1352
1405
1415
1420
1438
1447
1451
1455
1510
1520
CH - Weymouth College Holidays
Col - Weymouth College
1030
1040
1045
1103
1112
1116
1120
1135
1145
1245
1250
1301
1315
1322
1340
1350
1354
1357
1404
1412
1424
1429
1433
1440
1444
1450
1502
1508
1521
1526
1537
1552
1605
1615
1620
1638
1647
1651
1655
1710
1720
0840
0846
0857
0911
0919
0937
0948
0954
0957
1004
1012
1024
1029
1033
1040
1044
1050
1102
1108
1121
1126
1137
1152
1205
1215
1220
1238
1247
1251
1255
1310
1320
1445
1450
1501
1515
1522
1540
1550
1554
1557
1604
1612
1624
1629
1633
1640
1644
1650
1702
1708
1721
1726
1737
1752
1805
1815
1820
1838
1847
1851
1855
1910
1920
1350
1400
1405
1423
1432
1436
1440
1455
1505
1645
1650
1701
1715
1722
1740
1750
1754
1757
1804
1812
1824
1829
1833
1840
1842
1845
1852
1858
1911
1916
1926
1938
1045
1050
1101
1115
1122
1140
1150
1154
1157
1204
1212
1224
1229
1233
1240
1244
1250
1302
1308
1321
1326
1337
1352
1405
1415
1420
1438
1447
1451
1455
1510
1520
1745
1750
1801
1815
1822
1840
1850
1854
1857
1904
1912
1924
1929
1933
1939
1245
1250
1301
1315
1322
1340
1350
1354
1357
1404
1412
1424
1429
1433
1440
1444
1450
1502
1508
1521
1526
1537
1552
1605
1615
1620
1638
1647
1651
1655
1710
1720
1845
1850
1900
1912
1919
1935
1945
1948
1951
1958
2007
2019
2024
2028
2034
2037
2039
2047
2054
2106
2111
2117
2127
1445
1450
1501
1515
1522
1540
1550
1554
1557
1604
1612
1624
1629
1633
1640
1644
1650
1702
1708
1721
1726
1737
1752
1805
1815
1820
1838
1847
1851
1855
1910
1920
2045
2050
2100
2112
2119
2135
2145
2148
2151
2158
2207
2219
2224
2228
2234
2237
2239
2247
2254
2306
2311
2317
2327
1645
1650
1701
1715
1722
1740
1750
1754
1757
1804
1812
1824
1829
1833
1840
1842
1845
1852
1858
1911
1916
1926
1938
1745
1750
1801
1815
1822
1840
1850
1854
1857
1904
1912
1924
1929
1933
1939
1845
1850
1900
1912
1919
1935
1945
1948
1951
1958
2007
2019
2024
2028
2034
2037
2039
2047
2054
2106
2111
2117
2127
2045
2050
2100
2112
2119
2135
2145
2148
2151
2158
2207
2219
2224
2228
2234
2237
2239
2247
2254
2306
2311
2317
2327
Data Provided by South West Public Transport Information (SWPTI) - 31 - 15/03/12

X53
Exeter - Poole
First in Dorset & South Somerset
Direction of stops: where shown (eg: W-bound) this is the compass direction towards which the bus is pointing when it
stops
Sundays
Exeter City Centre, Exeter Bus Station (Co2)
Heavitree, Waitrose (E-bound)
Clyst St Mary, Clyst St. Mary (E-bound)
Newton Poppleford, opp E War Memorial
Sidford, Opposite Spar (Stop B)
Beer, Beer Cross (SW-bound)
Seaton, Gardens (Stop A)
Seaton, opp Health Centre
Colyford, The Elms (NE-bound)
Rousdon, Garage (E-bound)
Lyme Regis, Co-op Store (SE-bound)
Charmouth, St Andrews Church (E-bound)
Morcombelake, Ship Knapp (SE-bound)
Chideock, Chideock Bridge (E-bound)
Bridport, Coach Station (NE-bound) arr
Bridport, Coach Station (NE-bound) dep
Bridport, Nationwide Building Society (E-bound)
West Bay, The George (S-bound)
Burton Bradstock, Anchor Inn (NE-bound)
Abbotsbury, Ilchester Arms (SE-bound)
Portesham, Kings Arms (SE-bound)
Chickerell, Meadow Close (SE-bound)
Weymouth, Kings Statue (Stop K5) arr
Weymouth, Kings Statue (Stop K5) dep
Weymouth, Weymouth College (NE-bound)
Preston, The Spice Ship (E-bound)
Osmington, Osmington Garage (N-bound)
Wool, Wool Station (E-bound)
Wareham, North Causeway (N-bound)
Wareham, Wareham Station (NW-bound)
Sandford, Sandford Middle School (N-bound)
Upton, Upton Crossroads (E-bound)
Poole, Poole Bus Station (Stand H)
Exeter City Centre, Exeter Bus Station (Co2)
Heavitree, Waitrose (E-bound)
Clyst St Mary, Clyst St. Mary (E-bound)
Newton Poppleford, opp E War Memorial
Sidford, Opposite Spar (Stop B)
Beer, Beer Cross (SW-bound)
Seaton, Gardens (Stop A)
Seaton, opp Health Centre
Colyford, The Elms (NE-bound)
Rousdon, Garage (E-bound)
Lyme Regis, Co-op Store (SE-bound)
Charmouth, St Andrews Church (E-bound)
Morcombelake, Ship Knapp (SE-bound)
Chideock, Chideock Bridge (E-bound)
Bridport, Coach Station (NE-bound) arr
Bridport, Coach Station (NE-bound) dep
Bridport, Nationwide Building Society (E-bound)
West Bay, The George (S-bound)
Burton Bradstock, Anchor Inn (NE-bound)
Abbotsbury, Ilchester Arms (SE-bound)
Portesham, Kings Arms (SE-bound)
Chickerell, Meadow Close (SE-bound)
Weymouth, Kings Statue (Stop K5) arr
Weymouth, Kings Statue (Stop K5) dep
Weymouth, Weymouth College (NE-bound)
Preston, The Spice Ship (E-bound)
Osmington, Osmington Garage (N-bound)
Wool, Wool Station (E-bound)
Wareham, North Causeway (N-bound)
Wareham, Wareham Station (NW-bound)
Sandford, Sandford Middle School (N-bound)
Upton, Upton Crossroads (E-bound)
Poole, Poole Bus Station (Stand H)
0830
0840
0845
0903
0912
0916
0920
0935
0945
0844
0850
0902
0908
0921
0926
0937
0952
1005
1015
1020
1038
1047
1051
1055
1110
1120
0840
0846
0857
0911
0919
0937
0948
0954
0957
1004
1012
1024
1029
1033
1040
1044
1050
1102
1108
1121
1126
1137
1152
1205
1215
1220
1238
1247
1251
1255
1310
1320
1045
1050
1101
1115
1122
1140
1150
1154
1157
1204
1212
1224
1229
1233
1240
1244
1250
1302
1308
1321
1326
1337
1352
1405
1415
1420
1438
1447
1451
1455
1510
1520
1245
1250
1301
1315
1322
1340
1350
1354
1357
1404
1412
1424
1429
1433
1440
1444
1450
1502
1508
1521
1526
1537
1552
1605
1615
1620
1638
1647
1651
1655
1710
1720
1445
1450
1501
1515
1522
1540
1550
1554
1557
1604
1612
1624
1629
1633
1640
1644
1650
1702
1708
1721
1726
1737
1752
1805
1815
1820
1838
1847
1851
1855
1910
1920
1645
1650
1701
1715
1722
1740
1750
1754
1757
1804
1812
1824
1829
1833
1840
1842
1845
1852
1858
1911
1916
1926
1938
1845
1850
1900
1912
1919
1935
1945
1948
1951
1958
2007
2019
2024
2028
2034
2037
2039
2047
2054
2106
2111
2117
2127
2045
2050
2100
2112
2119
2135
2145
2148
2151
2158
2207
2219
2224
2228
2234
2237
2239
2247
2254
2306
2311
2317
2327
Early May Holiday (7th May)
no service
Spring Bank Holiday (4th June)
no service
Jubilee Holiday (5th June)
no service
Bank Holidays
0830
0840
0845
0903
0912
0916
0920
0935
0945
0844
0850
0902
0908
0921
0926
0937
0952
1005
1015
1020
1038
1047
1051
1055
1110
1120
0840
0846
0857
0911
0919
0937
0948
0954
0957
1004
1012
1024
1029
1033
1040
1044
1050
1102
1108
1121
1126
1137
1152
1205
1215
1220
1238
1247
1251
1255
1310
1320
1045
1050
1101
1115
1122
1140
1150
1154
1157
1204
1212
1224
1229
1233
1240
1244
1250
1302
1308
1321
1326
1337
1352
1405
1415
1420
1438
1447
1451
1455
1510
1520
1245
1250
1301
1315
1322
1340
1350
1354
1357
1404
1412
1424
1429
1433
1440
1444
1450
1502
1508
1521
1526
1537
1552
1605
1615
1620
1638
1647
1651
1655
1710
1720
1445
1450
1501
1515
1522
1540
1550
1554
1557
1604
1612
1624
1629
1633
1640
1644
1650
1702
1708
1721
1726
1737
1752
1805
1815
1820
1838
1847
1851
1855
1910
1920
1645
1650
1701
1715
1722
1740
1750
1754
1757
1804
1812
1824
1829
1833
1840
1842
1845
1852
1858
1911
1916
1926
1938
1845
1850
1900
1912
1919
1935
1945
1948
1951
1958
2007
2019
2024
2028
2034
2037
2039
2047
2054
2106
2111
2117
2127
2045
2050
2100
2112
2119
2135
2145
2148
2151
2158
2207
2219
2224
2228
2234
2237
2239
2247
2254
2306
2311
2317
2327
Data Provided by South West Public Transport Information (SWPTI) - 31 - 15/03/12

X53
Poole - Exeter
First in Dorset & South Somerset
NOTE: SMS codes are different in each direction. Make sure you choose the right direction from these lists.
SMS Code
pleatdp
pleapdj
dordamdm
dordajgw
dordagwa
dordagmd
dordagaj
dordadpw
dordadgw
dordadag
dorawtwm
dorawtpj
dorawtga
dorawptj
dorawpdp
dorawpaj
dorawmwa
dorawmpa
dorawmjm
dorawmgm
dorawmat
dorawjpt
dorawjdg
dorawjpa
dorawjpg
dorawjtj
dorawjap
dorawgjg
dordmpgd
dordmpdw
doratgap
doratdpj
doratdpd
doraptmt
dorapmaj
dorapdtd
doramwap
dorampjm
doramjgw
doramjdp
doramgwg
doramgaw
doramdwd
dordpdmd
doramdgj
doramata
doramagw
doramamt
dorajtmd
dorajpwj
dorajpjm
dorajpat
dorajmjp
dorajdtm
dorajatw
dorajajd
doragwdt
doragwag
doragptw
doragpmg
doragpda
doragmtj
doragmpa
dordmtpt
doragmgj
doragdpw
doragata
dordmwpj
dordmtwg
doradwjm
dordmdtg
dordmtwp
dordmwad
dordpdtw
doradtag
doradpjp
doradpat
doradmja
dordmjta
dordmjpt
doradmpj
dordmjpj
dordmjpa
dordmjmt
doradmjw
doradmjt
doradmgj
dordmjmp
dordpdwg
Continued on next page.
Stop Name
Poole, Poole Bus Station (Stand H)
Poole, Poole Railway Station (N-bound)
Upton, Upton Country Park (W-bound)
Upton, Factory Road (W-bound)
Upton, opp Triangle Shops
Upton, opp Frank Wyatt
Upton, Beacon Park Road (W-bound)
Lytchett Minster, South Lytchett Manor (SW-bound)
Lytchett Minster, St. Peters Finger (SW-bound)
Lytchett Minster, United Reform Church (W-bound)
Lytchett Minster, Bakers Arms (W-bound)
Lytchett Minster, Romany Centre (SW-bound)
Organford, opp Holton Heath Garage
Sandford, Holton Heath (SW-bound)
Sandford, Sandford Drive (SW-bound)
Sandford, Home Farm (SW-bound)
Sandford, opp Sandford Middle School
Wareham, St Helens Road (SW-bound)
Wareham, Sandford Terrace (N-bound)
Wareham, Sandford Hotel (SW-bound)
Northport, Morden Road (N-bound)
Northport, Wareham Golf Club (N-bound)
Wareham, Wareham Station (NW-bound)
Wareham, North Causeway (N-bound)
Wareham, Dollins Lane (SE-bound)
Wareham, opp Post Office
Wareham, Police Station (W-bound)
Wareham, Purbeck School & Leisure Centre (W-bound)
East Stoke, Opposite Middlefield (W-bound)
Wool, Wool Bridge (S-bound)
Wool, Wool Station (E-bound)
Wool, Wool Garage (N-bound)
Wool, Lincleith Road (N-bound)
East Knighton, Rainbow Garage (W-bound)
Portway, Red Lion (SW-bound)
Winfrith Newburgh, West Fossil Farm (W-bound)
Owermoigne, Gallows Hill (W-bound)
Warmwell, Warmwell Cross (S-bound)
Osmington, Mills Road (SW-bound)
Osmington, The Sunray (W-bound)
Osmington, opp Shortlake Lane
Preston, Seaview Holiday Park (W-bound)
Preston, The Spice Ship (W-bound)
Preston, Fisherbridge (SW-bound)
Preston, Weymouth Bay Holiday Park (W-bound)
Preston, Chalbury Corner (SW-bound)
Overcombe, opp Squires Knapp
Overcombe, Overcombe Corner (S-bound)
Melcombe Regis, Sealife Centre (SW-bound)
Melcombe Regis, Tennis Courts (SW-bound)
Melcombe Regis, Trimar Hospice (SW-bound)
Weymouth, Lennox Street (S-bound)
Weymouth, Kings Statue (Stop K6)
Westham, Holland Road (W-bound)
Westham, Cromwell Road (W-bound)
Westham, The Adelaide (W-bound)
Westham, Dennis Road (S-bound)
Westham, Roundhayes Close (W-bound)
Weymouth, Alf’s (W-bound)
Weymouth, Marquis of Granby (W-bound)
Charlestown, Budmouth School (E-bound)
Charlestown, Army Camp (N-bound)
Chickerell, Glennie Way (N-bound)
Chickerell, opp Dental Surgery
Chickerell, opp Meadow Close
Langton Herring, Knights in the Bottom (NW-bound)
Portesham, opp Kings Arms
Portesham, opp Village Hall
Abbotsbury, Swan Inn (W-bound)
Abbotsbury, Ilchester Arms (NW-bound)
Swyre, opp The Bull Inn
Burton Bradstock, Cogden Beach (W-bound)
Burton Bradstock, Hive Beach (NW-bound)
Burton Bradstock, The Garage (W-bound)
Burton Bradstock, Three Horseshoes (N-bound)
West Bay, Freshwater Caravan Park (W-bound)
West Bay, Marsh Barn Farm (N-bound)
West Bay, The George (S-bound)
West Bay, Meadowlands (N-bound)
Bridport, Opposite Roundham Gardens (N-bound)
Bridport, The Crown Inn (N-bound)
Bridport, Training Centre (NW-bound)
Bridport, Doctor Roberts Close (N-bound)
Bridport, Pierrepoint Gallery (N-bound)
Bridport, opp Arts Centre
Bridport, Frosts (W-bound)
Bridport, Coach Station (NE-bound)
Allington, West Mead (W-bound)
West Allington, Bridport Medical Centre (W-bound)
Street
Kingland Road
Holes Bay Road
Poole Road
Poole Road
Dorchester Road
Dorchester Road
Dorchester Road
Dorchester Road
Dorchester Road
Dorchester Road
Dorchester Road
Wareham Road
Wareham Road
Wareham Road
Sandford Road
Sandford Road
Sandford Road
Sandford Road
Sandford Road
Sandford Road
Sandford Road
A351
Bere Road
North Street
North Street
North Street
Worgret Road
Worgret Road
A352 Wareham Road
A352 Wareham Road
Dorchester Road
Dorchester Road
A352
A352
Wareham Road
A353
Preston Road
Preston Road
Preston Road
Preston Road
Preston Road
Preston Road
Preston Road
Greenhill
Greenhill
Greenhill
Greenhill
The Esplanade
Abbotsbury Road
Abbotsbury Road
Abbotsbury Road
Abbotsbury Road
Chickerell Road
Chickerell Road
Lanehouse Rocks Road
Chickerell Road
Chickerell Road
Chickerell Road
Chickerell Road
Chickerell Road
Chickerell Hill
Bramdon Lane
Goose Hill
B3157
Market Street
Main Street
B3157
B3157 Common Lane
Common Lane
High Street
Burton Road
Burton Road
Quayside
West Bay Road
West Bay Road
West Bay Road
West Bay Road
South Street
South Street
South Street
West Street
West Allington
West Road
ATCO Code
1280POA11814
1280POA11239
1200POA11156
1200POA11183
1200POA10001
1200POA10003
1200POA10006
1200POA10009
1200POA10010
1200POA10015
1200POA10017
1200POA10096
1200POA10098
1200POA10101
1200POA10031
1200POA10034
1200POA10035
1200POA10038
1200POA10040
1200POA10042
1200POA10044
1200POA10045
1200POA10055
1200POA10058
1200POA10059
1200022838
1200DOZ04861
1200WDY38514
1200DOA25188
1200DOA25185
1200DOB20309
1200DOY29248
1200DOB20333
1200DOB20338
1200DOB20339
1200DOY29247
1200DOB20342
1200DOB20538
1200DOB20540
1200DOB20541
1200DOY29366
1200DOB20542
1200DOB20543
1200DOA05354
1200DOB20544
1200DOB20545
1200DOB20546
1200DOB20547
1200DOB20548
1200DOB20549
1200DOB20550
1200DOB20241
1200DOB20098
1200DOB20788
1200DOB20242
1200DOB20243
1200DOB20244
1200DOB20146
1200DOB20147
1200DOY38625
1200DOB20160
1200DOB20161
1200DOB20162
1200DOA25658
1200DOY38619
1200DOB20246
1200DOY38623
1200DOA05872
1200DOA25663
1200DOY29340
1200DOZ04932
1200DOA25666
1200DOA25669
1200DOA51525
1200DOB20261
1200DOY38868
1200DOB20708
1200DOB20263
1200DOA25150
1200DOA25148
1200DOB20264
1200DOA25146
1200DOA25143
1200DOA25141
1200DOY38845
1200DOB20265
1200DOB20266
1200DOA25139
1200DOA05700

X53
Poole - Exeter
First in Dorset & South Somerset
Continued from previous page.
NOTE: SMS codes are different in each direction. Make sure you choose the right direction from these lists.
SMS Code
doradjtg
doradjpd
doradjmd
doradjma
doradjgp
doradjda
doradjap
doradjaj
doradgmj
doradgjp
doradgja
doradgdm
doradgda
doradgat
doradawt
doradawp
doradgag
doradgam
doradatw
doradamd
dordmtmt
doradagd
dvngdpgd
dvngjmgm
dvngdmpd
dvngdmga
dvngdmap
dvngdjtj
dvngmtgd
dvngdjdt
dvngjgaj
dvngdgpt
dvngjgat
dvngdgmw
dvngdgpd
dvngdgpj
dvngjgaw
dvngdgtg
dvngdjda
dvngdgwa
dvngdgjg
dvngdgaw
dvngdgap
dvngdatm
dvngdagw
dvngdada
dvngmdgp
dvngatwt
dvngmdgj
dvngaptw
dvngapgd
dvngampw
dvngamdt
dvngajgw
dvngajad
dvngagpd
dvngagma
dvngagdp
dvngagag
dvngadwd
dvngadta
dvndwtap
dvndwptg
dvndwmpg
dvndwmdg
dvndtwgd
dvndtpgw
dvndtmpa
dvndtjwd
dvndtjmg
dvndtgwj
dvndtgad
dvndpgpd
dvndpdwt
dvndpapg
dvndmwmt
dvndmwat
dvndmwjg
dvndmwjw
dvngdtwd
dvndmwdt
dvndmtdp
dvndmpjg
dvndmpdg
Stop Name
Symondsbury, Sprakes Corner (W-bound)
Bridport, London Inn (W-bound)
Chideock, Broadmead (W-bound)
Chideock, The George Inn (W-bound)
Chideock, Chideock Bridge (W-bound)
Morcombelake, Star Garage (NW-bound)
Morcombelake, The Bakery (W-bound)
Morcombelake, Ship Knapp (N-bound)
Charmouth, Newlands Holiday Park (W-bound)
Charmouth, Newlands Bridge (W-bound)
Charmouth, St Andrews Church (W-bound)
Charmouth, Old Lyme Hill (NW-bound)
Charmouth, Fernhill Hotel (NW-bound)
Lyme Regis, Lyme Regis Golf Club (SW-bound)
Lyme Regis, Honeyfields Park and Ride (W-bound)
Lyme Regis, Frosts Corner (S-bound)
Lyme Regis, Football Ground (S-bound)
Lyme Regis, Anning Road (S-bound)
Lyme Regis, The Square (W-bound)
Lyme Regis, Holm Bush Car Park (W-bound)
Lyme Regis, Ware Lane (N-bound)
Lyme Regis, Somers Road (W-bound)
Pinhay, Ware Cross (SW-bound)
Pinhay, Pinhay Hollow (W-bound)
Rousdon, Charton Cross (S-bound)
Rousdon, opp Garage
Combpyne, opp Westhayes Caravan Site
Colyford, Boshill Cross (W-bound)
Colyford, Museum (SW-bound)
Colyford, opp The Elms
Seaton, The Long House (S-bound)
Seaton, Drovers Way (SW-bound)
Seaton, Scalwell Lane (S-bound)
Seaton, Scalwell Park (SW)
Seaton, Health Centre (S-bound)
Seaton, Eyewell Green (S-bound)
Seaton, Townsend House Surgery (S)
Seaton, Manor Road (E-bound)
Seaton, Seaton Tramway Station (S-bound)
Seaton, Marine Place (Stop B)
Seaton, Beer Road (W-bound)
Beer, New Road (W-bound)
Beer, Beer Cross (SW-bound)
Branscombe, Hangman’s Stone (W)
Southleigh, opp W Three Horseshoes Inn
Trow, King’s Down Tail (SW)
Trow, Donkey Sanctuary (SW)
Trow, Trow Farm (W)
Sidford, Packhorse Close (W)
Sidford, Spar (Stop A)
Sidford, Burscombe Lane (W-bound)
Sidford, Core Hill Road (W)
Bowd, adj The Bowd
Newton Poppleford, Bridge End (W-bound)
Newton Poppleford, Station Road (W-bound)
Newton Poppleford, War Memorial (W)
Newton Poppleford, opp Langsford Farm
Newton Poppleford, Exmouth Turn (N-bound)
Newton Poppleford, Burrow Lane (NW-bound)
Goosemoor, opp Moorcroft
Goosemoor, Goosemoor Farm (W-bound)
Nine Oaks, opp Halfway House
Nine Oaks, Harp Lane (W-bound)
Nine Oaks, Nine Oaks (W-bound)
Nine Oaks, White Horse Inn (W-bound)
Farringdon, Farringdon Cross (NW-bound)
Farringdon, Crealy Country Park (W-bound)
Clyst St Mary, opp Cat and Fiddle
Clyst St Mary, Westpoint (W-bound)
Clyst St Mary, St. Bridgets Nursery (W-bound)
Clyst St Mary, Clyst St. Mary (W-bound)
Sandy Gate, Clyst Road (NW-bound)
Countess Wear, King George V Playing Fields (NW-bound)
Countess Wear, Post Office (N-bound)
Wonford, Crematorium (NW-bound)
Wonford, Isca College of Media Arts (NW-bound)
Wonford, Opposite Wyvern Barracks (NE-bound)
Wonford, Wonford Road (N-bound)
Wonford, RD&E Hospital Wonford (N)
Heavitree, Grendon Road (NW-bound)
Exeter City Centre, Livery Dole (W-bound)
Heavitree, College Road (W-bound)
Exeter City Centre, Swimming Baths (W-bound)
Exeter City Centre, Exeter Bus Station (Co2)
Street
Foundry Knapp
West Road
Main Street
Main Street
Main Street
A35
A35
A35
The Street
The Street
Axminster Road
Fern Hill
Timber Hill
Charmouth Road
Charmouth Road
Charmouth Road
Bridge Street
Pound Street
Sidmouth Road
Sidmouth Road
Sidmouth Road
Pinhay Hollow
A3052
Swan Hill Road
Swan Hill Road
Harepath Road
Harepath Road
Harepath Road
Seaton Down Hill
Underfleet
Marine Place
Beer Road
New Road
Long Hill
A3052
A3052
Church Street
Church Street
High Street
High Street
Four Elms Hill
Station Road
Station Road
High Street
Exmouth Road
Exeter Road
Exeter Road
Harp Lane
A3052
A3052
Sidmouth Road
Sidmouth Road
Topsham Road
Southbrook Road
Topsham Road
Topsham Road
Barrack Road
Barrack Road
Barrack Road
Heavitree Road
Heavitree Road
Heavitree Road
Heavitree Road
ATCO Code
1200DOB20466
1200DOB20467
1200DOB20468
1200DOB20469
1200DOB20470
1200DOB65023
1200DOB20471
1200DOB20472
1200DOB20474
1200DOB20475
1200DOB20476
1200DOB20477
1200DOB20478
1200DOB20500
1200DOY29298
1200DOB20479
1200DOB20481
1200DOB20483
1200DOB20485
1200DOB20486
1200DOB65006
1200DOB65003
1100DEB10393
1100DEA56691
1100DEB10391
1100DEB10385
1100DEB10387
1100DEB10389
1100DEA56872
1100DEB10383
1100DEA09147
1100DEB10497
1100DEA09150
1100DEB10380
1100DEB10378
1100DEB10377
1100DEA09151
1100DEB10374
1100DEB10371
1100DEB10368
1100DEB10366
1100DEB10363
1100DEB10361
1100DEB10360
1100DEB10358
1100DEB10356
1100DEA05885
1100DEB10481
1100DEA05883
1100DEB10354
1100DEX28567
1100DEB10352
1100DEC10670
1100DEC10668
1100DEC11253
1100DEC10665
1100DEC10663
1100DEC10661
1100DEC10657
1100DEC10655
1100DEC10653
1100DEC10651
1100DEC10650
1100DEC10647
1100DEC10645
1100DEC10643
1100DEC10640
1100DEC10639
1100DEC11512
1100DEC10634
1100DEC10630
1100DEC10628
1100DEC10415
1100DEC10413
1100DEC10410
1100DEC10311
1100DEC10408
1100DEC10406
1100DEC10403
1100DEA08994
1100DEC10008
1100DEC10006
1100DEC10004
1100DEC10327

X53
Exeter - Poole
First in Dorset & South Somerset
NOTE: SMS codes are different in each direction. Make sure you choose the right direction from these lists.
SMS Code
dvndmpdg
dvndmptg
dvndmtmd
dvndmwdp
dvndmwma
dvndmwjp
dvndmwaj
dvndmwtg
dvndpawj
dvndpdtg
dvndpgtd
dvndtgap
dvndtgtw
dvndtjmd
dvndtjwp
dvndtmjt
dvndtpjt
dvndtwpt
dvndwmpd
dvndwptd
dvndwtam
dvngadwg
dvngagaj
dvngagdg
dvngagjt
dvngagpa
dvngagtw
dvngajgt
dvngamga
dvngampt
dvngapga
dvngaptm
dvngmdgd
dvngatwp
dvngmdgm
dvngawtw
dvngdaja
dvngdatg
dvngdgap
dvngdgat
dvngdgdt
dvngdgjw
dvngdgtj
dvngdjat
dvngdgtm
dvngjgda
dvngdgpg
dvngdgmt
dvngdgpa
dvngjgap
dvngdgpm
dvngjgam
dvngdjdp
dvngdjtg
dvngdmat
dvngdmgj
dvngdmpa
dvngjmjm
dvngdpga
doradagj
dordmtpj
doradajp
doradama
doradapt
doradgaj
doradgad
doradawd
doradawm
doradgaw
doradgdp
doradgjd
doradgjt
doradgmg
doradjag
doradjam
doradjdg
doradjgt
doradjgw
doradjmg
doradjpa
doradjtd
dordpdwd
dordmjmj
doradmgj
doradmjp
doradmpd
dordmjmw
dordmjpd
dordmjpg
Continued on next page.
Stop Name
Exeter City Centre, Exeter Bus Station (Co2)
Exeter City Centre, Lower Summerlands (SW-bound)
Heavitree, Waitrose (E-bound)
Exeter City Centre, Livery Dole (E-bound)
Wonford, RD&E Hospital Wonford (S)
Wonford, Wonford Road (S-bound)
Wonford, Wyvern Barracks (SW-bound)
Wonford, opp Isca College of Media Arts
Wonford, opp Crematorium
Countess Wear, opp Post Office
Countess Wear, Countess Wear Roundabout (SE-bound)
Sandy Gate, M5 Services (SE-bound)
Clyst St Mary, Clyst St. Mary (E-bound)
Clyst St Mary, opp St. Bridgets Nursery
Clyst St Mary, Westpoint (E-bound)
Clyst St Mary, Cat and Fiddle (S-bound)
Farringdon, opp Crealy Country Park
Farringdon, Farringdon Cross (SE-bound)
Nine Oaks, Nine Oaks (E-bound)
Nine Oaks, Harp Lane (E-bound)
Nine Oaks, adj Halfway House
Goosemoor, Moorcroft (E-bound)
Newton Poppleford, Burrow Lane (E-bound)
Newton Poppleford, Exmouth Turn (SE-bound)
Newton Poppleford, Langsford Farm (E-bound)
Newton Poppleford, opp E War Memorial
Newton Poppleford, Millmoor Lane (E-bound)
Newton Poppleford, Bridge End (E-bound)
Bowd, adj The Bowd
Sidford, Core Hill Road (E)
Sidford, Burscombe Lane (E-bound)
Sidford, Opposite Spar (Stop B)
Sidford, England’s Close (E)
Trow, opp E Trow Farm
Trow, opp NE Donkey Sanctuary
Trow, opp NE King’s Down Tail
Southleigh, Three Horseshoes Inn (E)
Branscombe, Hangman’s Stone (E)
Beer, Beer Cross (SW-bound)
Beer, New Road (E-bound)
Seaton, Beer Road (NE-bound)
Seaton, Old Beer Road (E-bound)
Seaton, Gardens (Stop A)
Seaton, opp Seaton Tramway Station
Seaton, Manor Road (W-bound)
Seaton, Court Lane (NW)
Seaton, Wychall Orchard (N)
Seaton, opp Health Centre
Seaton, Everest Drive (N)
Seaton, Scalwell Lane (N-bound)
Seaton, Drovers Way (N-bound)
Seaton, The Long House (N-bound)
Colyford, The Elms (NE-bound)
Colyford, Boshill Cross (E-bound)
Combpyne, Westhayes Caravan Site (SE-bound)
Rousdon, Garage (E-bound)
Rousdon, Charton Cross (E-bound)
Pinhay, Pinhay Hollow (E-bound)
Pinhay, Ware Cross (NE-bound)
Lyme Regis, Somers Road (E-bound)
Lyme Regis, Ware Lane (S-bound)
Lyme Regis, Coram Tower (E-bound)
Lyme Regis, Holm Bush Car Park (E-bound)
Lyme Regis, Co-op Store (SE-bound)
Lyme Regis, Anning Road (N-bound)
Lyme Regis, Football Ground (N-bound)
Lyme Regis, Pine Ridge (N-bound)
Lyme Regis, Frosts Corner (N-bound)
Charmouth, Fernhill Hotel (SE-bound)
Charmouth, Old Lyme Hill (SE-bound)
Charmouth, St Andrews Church (E-bound)
Charmouth, Newlands Bridge (E-bound)
Charmouth, Newlands Holiday Park (E-bound)
Morcombelake, Ship Knapp (SE-bound)
Morcombelake, opp The Post Office
Morcombelake, opp Star Garage
Chideock, Chideock Bridge (E-bound)
Chideock, The George Inn (E-bound)
Chideock, Broadmead (E-bound)
Bridport, The London Inn (E-bound)
Symondsbury, Sprakes Corner (E-bound)
West Allington, Bridport Medical Centre (E-bound)
Allington, West Mead (E-bound)
Bridport, Coach Station (NE-bound)
Bridport, Nationwide Building Society (E-bound)
Bridport, Arts Centre (S-bound)
Bridport, St Marys Church (S-bound)
Bridport, Builder’s Merchant (S-bound)
Bridport, Mountjoy School (SE-bound)
Street
Heavitree Road
Barrack Road
Barrack Road
Barrack Road
Topsham Road
Topsham Road
Clyst Road
A3052
Sidmouth Road
A3052
Valley Road
Unclassified road
Harp Lane
Exeter Road
Exeter Road
Exeter Road
High Street
Station Road
Station Road
A3052
High Street
Burscombe Lane
Church Street
A3052
A3052
A3052
A3052
Long Hill
Beer Road
Marine Place
Harepath Road
Harepath Road
Harepath Road
Harepath Road
Harepath Road
Harepath Road
Harepath Road
Fair View Lane
Boshill Hill
A3052
Sidmouth Road
Sidmouth Road
Sidmouth Road
Pound Street
Broad Street
Charmouth Road
Charmouth Road
Charmouth Road
Charmouth Road
Fern Hill
Axminster Road
The Street
The Street
The Street
A35
A35
Main Street
Main Street
A35 Main Street
West Road
Foundry Knapp
West Road
West Allington
West Street
South Street
South Street
West Bay Road
ATCO Code
1100DEC10327
1100DEC10003
1100DEC10005
1100DEC10007
1100DEC10404
1100DEC10405
1100DEC10407
1100DEC10312
1100DEC10409
1100DEC10412
1100DEC10416
1100DEC10627
1100DEC10629
1100DEC10635
1100DEC10637
1100DEC10638
1100DEC10641
1100DEC10644
1100DEC10646
1100DEC10648
1100DEC10652
1100DEC10654
1100DEC10656
1100DEC10659
1100DEC10662
1100DEC10664
1100DEC10666
1100DEC10667
1100DEC10669
1100DEB10351
1100DEX28566
1100DEB10353
1100DEA05882
1100DEB10482
1100DEA05884
1100DEB10355
1100DEB10357
1100DEB10359
1100DEB10361
1100DEB10362
1100DEB10364
1100DEB10367
1100DEB10369
1100DEB10370
1100DEB10373
1100DEA09152
1100DEB10376
1100DEB10379
1100DEB10381
1100DEA09149
1100DEB10496
1100DEA09148
1100DEB10382
1100DEB10388
1100DEB10386
1100DEB10384
1100DEB10390
1100DEA56692
1100DEB10392
1200DOB65004
1200DOB65007
1200DOB65008
1200DOB20487
1200DOB65012
1200DOB20497
1200DOB20498
1200DOB20671
1200DOB20499
1200DOB20501
1200DOB20502
1200DOB20503
1200DOB20504
1200DOB20505
1200DOB20506
1200DOB20507
1200DOB65024
1200DOB20508
1200DOB20509
1200DOB20510
1200DOB20511
1200DOB20512
1200DOA05699
1200DOA25138
1200DOB20266
1200DOB20513
1200DOY38610
1200DOA25142
1200DOA25144
1200DOA25145

X53
Exeter - Poole
First in Dorset & South Somerset
Continued from previous page.
NOTE: SMS codes are different in each direction. Make sure you choose the right direction from these lists.
SMS Code
doradmwg
doradmpj
dordmjpm
dordmjpw
doradmja
doradmwt
doradpjm
dordmatw
dordmatp
dordmtwt
dordmtwm
doradtmd
doradwjp
dordmtwj
dordmwpg
doragapm
doragdpa
doragmgm
doragmjd
doragmpd
doragmtg
doragpdg
doragpmj
doragtdg
doragtwt
doragwdp
dorajagt
dorajdaw
dorajdwa
dorajgtp
dorajmjw
dorajpag
dorajpjd
dorajtam
dorajtmg
doramamg
doramagt
doramapm
doramdgm
doramdtm
doramgwt
doramjdt
doramjgt
dorampaw
dorampjg
doramwdg
dorapdtg
dorapmdg
doraptjp
doratdpa
doratdpg
doratgap
dordmpdt
dordmpga
dorawgjd
dorawjat
dorawjtg
dorawjmw
dorawjdg
dorawjpm
dorawmap
dorawmgj
dorawmjd
dorawmjw
dorawmtw
dorawpad
dorawpdm
dorawptd
dorawpwd
dorawtdw
dorawtpg
dorawtwj
dordadaj
dordadja
dordadpt
dordadwp
dordagdw
dordagmg
dordagwg
dordajaj
dordajpg
dordamdt
pleapdp
pleatdp
Stop Name
Bridport, Crown Roundabout (S-bound)
Bridport, The Crown Inn (N-bound)
Bridport, Roundham Gardens (S-bound)
West Bay, Meadowlands (S-bound)
West Bay, The George (S-bound)
West Bay, Marsh Barn Farm (E-bound)
West Bay, Freshwater Caravan Park (SE-bound)
Burton Bradstock, Anchor Inn (NE-bound)
Burton Bradstock, Burton Bradstock Terminus (E-bound)
Burton Bradstock, Hive Beach (SE-bound)
Burton Bradstock, Cogden Beach (E-bound)
Swyre, The Bull Inn (SE-bound)
Abbotsbury, Ilchester Arms (SE-bound)
Abbotsbury, Swan Inn (E-bound)
Portesham, Village Hall (NE-bound)
Portesham, Kings Arms (SE-bound)
Langton Herring, opp Knights in the Bottom
Chickerell, Meadow Close (SE-bound)
Chickerell, Dental Surgery (SE-bound)
Chickerell, Elziver Close (S-bound)
Charlestown, Army Camp (SE-bound)
Charlestown, The Alex (E-bound)
Weymouth, Marquis of Granby (E-bound)
Westham, Fiveways (E-bound)
Westham, Roundhayes Close (E-bound)
Westham, Dennis Road (N-bound)
Westham, The Adelaide (E-bound)
Westham, Cromwell Road (E-bound)
Westham, Holland Road (E-bound)
Weymouth, Bus Garage (S-bound)
Weymouth, Kings Statue (Stop K5)
Weymouth, Prince Regent Hotel (N-bound)
Melcombe Regis, Trimar Hospice (NE-bound)
Weymouth, Weymouth College (NE-bound)
Melcombe Regis, Sealife Centre (NE-bound)
Overcombe, opp Overcombe Corner
Overcombe, Squires Knapp (N-bound)
Preston, Chalbury Corner (NE-bound)
Preston, Weymouth Bay Holiday Park (E-bound)
Preston, The Spice Ship (E-bound)
Osmington, Plough Cottages (W-bound)
Osmington, The Sunray (E-bound)
Osmington, Osmington Garage (N-bound)
Warmwell, Poxwell Cottages (N-bound)
Warmwell, Warmwell Cross (N-bound)
Owermoigne, Kit Lane (E-bound)
Winfrith Newburgh, West Fossil Farm (E-bound)
Portway, Red Lion (E-bound)
East Knighton, Rainbow Garage (E-bound)
Wool, Lincleith Road (N-bound)
Wool, opp Wool Garage
Wool, Wool Station (E-bound)
Wool, Wool Bridge (N-bound)
East Stoke, Middlefield (E-bound)
Wareham, Purbeck School & Leisure Centre (W-bound)
Wareham, Police Station (E-bound)
Wareham, Red Lion (N-bound)
Wareham, North Causeway (N-bound)
Wareham, Wareham Station (NW-bound)
Northport, Wareham Golf Club (N-bound)
Northport, Morden Road (N-bound)
Wareham, Sandford Hotel (NE-bound)
Wareham, Sandford Terrace (N-bound)
Wareham, opp St Helens Road
Sandford, Sandford Middle School (N-bound)
Sandford, Home Farm (NE-bound)
Sandford, Sandford Drive (NE-bound)
Sandford, Holton Heath (NE-bound)
Sandford, Blackhill Road Way (E-bound)
Organford, Holton Heath Garage (NE-bound)
Lytchett Minster, opp Romany Centre
Lytchett Minster, Bakers Arms (E-bound)
Lytchett Minster, United Reform Church (E-bound)
Lytchett Minster, Old Forge Close (NE-bound)
Lytchett Minster, South Lytchett Manor (NE-bound)
Upton, Marsh Lane (E-bound)
Upton, Methodist Chapel (E-bound)
Upton, Beacon Road (E-bound)
Upton, Triangle Shops (E-bound)
Upton, Upton Crossroads (E-bound)
Upton, Old Kiln Road (E-bound)
Upton, opp Upton Country Park
Poole, Poole Railway Station (S-bound)
Poole, Poole Bus Station (Stand H)
Street
West Bay Road
West Bay Road
West Bay Road
West Bay Road
Quayside
West Bay Road
Burton Road
Bredy Road
B3157 Common Lane
B3157
B3157
Market Street
B3157
Goose Hill
Goose Hill
Chickerell Hill
Chickerell Road
Chickerell Road
Chickerell Road
Chickerell Road
Lanehouse Rocks Road
Abbotsbury Road
Abbotsbury Road
Abbotsbury Road
Abbotsbury Road
Commercial Road
The Esplanade
The Esplanade
Greenhill
Greenhill
Greenhill
Preston Road
Preston Road
Preston Road
Preston Road
Preston Road
Preston Road
Preston Road
A353
A353
Wareham Road
A352
Dorchester Road
Dorchester Road
A352 Wareham Road
Worgret Road
Worgret Road
North Street
North Street
Bere Road
A351
Sandford Road
Sandford Road
Sandford Road
Sandford Road
Sandford Road
Sandford Road
Sandford Road
Wareham Road
Wareham Road
Wareham Road
Wareham Road
Dorchester Road
Dorchester Road
Dorchester Road
Dorchester Road
Dorchester Road
Dorchester Road
Dorchester Road
Dorchester Road
Poole Road
Poole Road
Poole Road
Vanguard Road
Kingland Road
ATCO Code
1200DOY38617
1200DOB20264
1200DOA25147
1200DOA25149
1200DOB20263
1200DOB20709
1200DOY38867
1200DOZ04875
1200DOZ04874
1200DOA25668
1200DOA25665
1200DOB20712
1200DOB20251
1200DOA25664
1200DOA05871
1200DOB20252
1200DOY38787
1200DOB20170
1200DOB20171
1200DOB20172
1200DOB20173
1200DOB20174
1200DOB20175
1200DOB20176
1200DOB20177
1200DOB20805
1200DOB20790
1200DOB20806
1200DOB20789
1200DOY38811
1200DOB20851
1200DOB20186
1200DOB20271
1200DOB20272
1200DOB20273
1200DOB20274
1200DOB20275
1200DOB20276
1200DOB20277
1200DOB20278
1200DOZ04858
1200DOB20282
1200DOB20283
1200DOB20285
1200DOB20286
1200DOB20343
1200DOY29240
1200DOB20329
1200DOB20330
1200DOB20332
1200DOY29241
1200DOB20309
1200DOA25184
1200DOA25186
1200WDX38450
1200DOZ04862
1200POA10060
1200POA10057
1200POA10055
1200POA10046
1200POA10043
1200POA10041
1200POA10039
1200POA10037
1200POA10036
1200POA10033
1200POA10032
1200POA10100
1200POA10180
1200POA10099
1200POA10097
1200POA10018
1200POA10016
1200POA10014
1200POA10008
1200POA10007
1200POA10005
1200POA10004
1200POA10002
1200DOT11150
1200DOT11154
1200POA11155
1280POA11199
1280POA11814

Preliminary Transport Assessment
Proposed Business Park, Sidford
Appendix F
Accident Data
Jubb Consulting Engineers Limited
C9687 TAR01_A June 2012

PUBLIC / INTERMEDIATE ACCIDENT REPORT Run on: 01/ 05/2012
Collisions between dates 01/01/2006 and 31/12/2010
Selected using Manual Selection
(60) months Notes: Report is ordered by collision
location - from south to north
Police Ref.
Severity
Date
Rd cond
Time
Weather
Road No. Speed
Grid Ref.
Darkeness / Light
Location Description
ACCOUNT OF COLLISION
Day
Veh No / Type Manoeuvre Direction Casualties
07D33Q036
Slight
A 375 30 mph
E 313,270
14/10/2007 1818hrs
Sunday
Dry Fine without high winds
Daylight:street lights present
SIDMOUTH - SIDFORD ROAD
Veh 1 Car Going ahead N - . SW Casualty: Slight Dri
Veh 1 Car Going ahead N - . SW Casualty: Slight
N 89,925
DRIVER IF V1 HAD BEEN DRINKIGN AT PUB AND WAS OVER THE LIMIT,V1 WAS DRIVING AT SPEED WHEN HIT BANK AND BOUNCED OFF AND
LANDED ON ROOF.
06D33F247 05/05/2006 1647hrs Friday
Slight
Dry Fine without high winds
A 375 30 mph Daylight:street lights present
E
N
313,347
90,015
SIDMOUTH- A375 JUNCTION WITH A3052
VEH2 STOPED AT LIGHTS, VEH1 HIT REAR OF VEH2
Veh 1 Car Going ahead SW - . NE Casualty: Slight Dri
Veh 2 Car Wait go ahead held up SW - . NE Casualty: Slight Dri
08D33B162
Slight
A 3052 20 mph
E 313,480
01/02/2008 1525hrs
Friday
Wet/Damp Fine without high winds
Daylight: no street lighting
SIDFORD - CHURCH STREET
N 90,022
PED WALKING ON THE PAVEMENT, V1 HAS DRIVEN PAST AND CAUGHT PEDS HAND
10KS2G021
Slight
A 3052 30 mph
E 313,449
N
90,027
06/09/2010 1200hrs
Monday
Dry Fine without high winds
Daylight:street lights present
A3052 CHURCH STREET, SIDFORD,
DEVON
Veh 1 Car Going ahead 0 - . 0 Casualty: Slight Ped
Veh 1 Car Going ahead E - . W Casualty: Slight Ped
R/P HAS STEPPED ONTO ROAD AS TRAFFIC LIGHTS ARE RED, SAW VEH001 TO THE RIGHT BUT THOUGHT IT WOULD STOP , IT DID NOT STOP
AND R/P WAS HIT ON HER RIGHT ARM. SPOKEN TO THE DRIVER WHO APOLOGISED AND SAID THAT SHE HAD NOT SEEN THE RED LIGHT.
07D33B648
Slight
A 375 20 mph
E 313,380
13/02/2007 1555hrs
Tuesday
Wet/Damp Raining without high winds
Daylight:street lights present
SIDMOUTH - A375 / A3052 CROSSROADS
Veh 1 Car Wait to turn right S - . E Casualty: Slight Dri
Veh 2 Car Going ahead S - . N Casualty:
N 90,035
VEH2 SLOWING TO TURN RIGHT AS WAS AN U/K VEH IN FRONT. VEH2 FTS IN TIME AND RAN INTO THE REAR OF VEH1
08KS2G020
Slight
A 375 20 mph
E 313,383
N
90,042
12/12/2008 1245hrs
Friday
Dry Fine without high winds
Daylight:street lights present
SIDMOUTH - TROW HILL J/W SIDFORD
ROAD, SIDFORD
Veh 1 Car Turning right 0 - . 0 Casualty: Slight Ped
VEH1 TURNING RIGHT AT JUNCTION OF TROW HILL AND SIDFORD ROAD - AS HE DID SO MALE RAN OUT FROM N/S INTO THE ROAD AND
COLLIDED WITH VEH1.
07D33K552
Slight
A 375 30 mph
E 313,402
26/08/2007 1145hrs
Sunday
Dry Fine without high winds
Daylight: street lighting unknown
SIDFORD - TWO BRIDGES ROAD
Veh 1 Other M/veh O/take s/veh o/side N - . S Casualty:
Veh 2 M/C > 125 cc Going ahead RH bend S - . N Casualty: Slight Dri
N 90,281
V1, AN AMBULANCE ON EMERGENCY CALL, HAS OVERTAKEN TWO STATIONARY VEHS, V2, A M/CYCLE TRAV IN OPP DIRECTION, HAS
PANICKED, LOST CONT, CAUSING RIDER TO FALL
This data only includes the collisions that have been reported to/recorded by the Police and not any where details were exchanged and Police not informed.
Registered to: Devon County Council
1

PUBLIC / INTERMEDIATE ACCIDENT REPORT Run on: 01/ 05/2012
Collisions between dates 01/01/2006 and 31/12/2010
Selected using Manual Selection
(60) months Notes: Report is ordered by collision
location - from south to north
Police Ref.
Severity
Date
Rd cond
Time
Weather
Road No. Speed
Grid Ref.
Darkeness / Light
Location Description
ACCOUNT OF COLLISION
Day
Veh No / Type Manoeuvre Direction Casualties
06D33O627
Slight
A 375 30 mph
E 313,460
N
90,465
18/11/2006 1700hrs
Saturday
Wet/Damp Raining without high winds
Darkness: no street lighting
SIDBURY - TWO BRIDGES ROAD /
OTTERY LANE
Veh 1 Car Going ahead LH bend S - . NW Casualty: Slight Dri
CAR1 TRAV ALONG A375 FORM SIDMOUTH TOWARDS SIDBURY, MADE A LEFT TURN INTO A SMALL RAOD, LOST CONTROL AS THE BACK END
SLID, HIT BANK AND ROLLED ONTO ROOF
09KS2F002
Slight
A 375 40 mph
E 313,644
N
90,785
21/01/2009 0711hrs
Wednesday
Frost/Ice Fine without high winds
Daylight: no street lighting
SIDMOUTH - A375, SIDMOUTH ROAD
Veh 2 Car Going ahead S - . N Casualty: Slight Dri
Veh 1 Goods > 7.5t Going ahead N - . S Casualty:
VEH1 TRAVELLING DOWNHILL, HAS LOST CONTROL OF VEH ON BLACK ICE AND SWERVED RECOVERED CONTROL OF VEH BUT HAS
COLLIDED WITH VEH2 WHILST DOING SO.
This data only includes the collisions that have been reported to/recorded by the Police and not any where details were exchanged and Police not informed.
Registered to: Devon County Council
2

The Gab les
56
LB
1 1a
9
7
38
6 5
1 1
6 3
8
10
Up cott
1 5
House
5 2
9
7 0
Sinks
11
78.1m
6
The Orchard
5 0
3
1 2
Post
7 2
2
2
66.1m
1
1
25
8
Issues
2
Netherb y
1
6
3 1
12
2 6
79
21
Core
Edge
9
4 1
4 4
5 1
Orchard
View
14
LB
Penryn
El
Sub Sta
5
8
2
El
Sub
Sta
85
36
7 8
2 2
6 1
87
2 7
4 1
7 4. 4m
82
42
4 7
5 7
3 4
Hill Rise
9
12
5 1
8 0
34
74. 7m
33
89
8 8
2 5
Bali
Hai
22
29
63
Tall
Trees
3 7
5 5
24
9 2
TCB
Play Area
58
94
71
130
3 9
3 4
131
2 8
Four
Seasons
1 7
E l
Sub
Sta
69.5m
114
2 0
Posts
132
18
2 0
3 5
128
79
The B ehive
2 4
112
1 9
LB
118
15
1 2
to
1 27
2 4
33
1 0
8 7
43.9m
1 9
30
58.8m
80
108
136
14
7 7
121
32
7
1
2 3
1 6
7 6
2
2 2
1 01
1 1
117
A 3052
6 9
62.5m
1 4
6
2
HIDES ROAD
8
6 7
23a
7
5
9 6
1
21
28
1 6
78.9m
19
6 5
1 07
16
49.4m
128
15
1 1
2
OT TERY LANE
Merryweather
1 29
45.7m
3 7
1
8
Th e
Hav en
Weoley
Hill
15 17
30
14
1 0
9 b
2 6
9
9 a
137
4 0
Sun ny
Ban k
3 9
12
Ken be r
Vi la
Hilden
Blue
Haz e
Ta nf ield
53.0m
Swallows
SID FORD HIGH
84
Sta
2 3
4 8
7
E l
Sub
21
Bro ok
Rose
Ban k
1 3
Green
Close
2
4 1
9
W o dv i le
14
Mo na ra
STR ET
4 3
1
1
1 6
Fixb y
139
42.7m
15
1 8
Ava lon
14
4 2
5 3
3 8
12
22
49.4m
Che ry
Pi e
Kelso
A la Bank
Hathe rlow
April
Co ta ge
2 1
1
Sylv an ia
1 9
Hi li ngto n
1 2
2 1
6 0
2 4
4
5 1
17
1
2
W o dco te
3 2
27
1
15
Sid ford
Cross
2
31
2
8
55
2 3
5 4
72
TCB
7
1
7
9
35
Ced ar
Lodge
Sp ring
Mid field
Purb eck Cottag e
BROOK LANE
42.7m
8
3 1
5
30
Trow View
2b
Brookfield
3
Police
House
The Old Hall
Surg ery
Sandylands
50
21
2a
35
PH
2 4
33
41
1 t 0 17
Sub
41.8m
SIDFORD CROSS
El
Sta
15
Cou ntry Ho use
LB
GP
6 6
40
1 2
46
Hillview
8
16
18
45
Rowanfield
Willow
End
7
Sinks
PO
20
The Oaks
80
1
Car Park
45.4m
Brook
Bungalow
39
2
3
44.8m
4 4. 2m
St Mo ritz
Abbey gate
PW
1
Drak e
House
3
1
4
1
23
1 9
Bro ok side
4
2
21
32
2
29
31
7
1 0
Pa vili on
1
MS
Sid ford
House
1 2
Farm
9
1 2
1
Sidco mbe
Hou se
8
Rosie Lea
The Willows
1
Sid vale
Mews
Beg onia
Co ta ge s
Gard en
2
21
22
9
Cottag e
3
6
9
1
Porch
Cotts
4
Whitefield
Byes
End
7
5
5
28
27
Fa ir
View
5
2
1
4
31
30
3
1
1 1
4
32
29
2
1
13
1
33
34
20
15
1
2
36
35
4
8
7
3
2
6
9
1
22
24
10
2 3
3 7. 2m
2
8
2
Hall
1
18
1
32
Keep ers
MS
2
40
24
TCB
1 8
1
9
2 0
2 2
Old ina
CR
46
49.1m
El
Sub
Sta
1
1
Playg round
4
3
15
8
House
12
14
Mill
8
5
36
37
38
Hillsid e
Tanks
4
10
Siskins
Sluice
1
Dyers
Mead ow
Ta nk
I s
31
El Sub Sta
4
1 4
1 1
3 5. 7m
Issues
E dn am
Cotta ge
No ton
Deo
Gratias
1
3
The Homestead
Langley House
9
1
St Pe ter's
Church
Issues
Hotel
9
Pond
10
10
5
8
54.3m
Def
Vale
House
Sewag e Works
1
Primrose Co ta ge
Five Gates
Sidsi de
Bro ok side
Villag e End
Sidf ord
34.1m
CR
Weir
5
Bri dg e
LB
FB
Weir
Byeway
House
7
The Vicarag e
TROW H ILL
36.9m
42.7m
12
The
Blue Ball
Inn
1 6
1 8
1 5
2 8
12
Tr a ck
Greendale
1 7
2 0
40.8m
3 0
Colcott Linhay
HARCOM BE
2 2
10
32
26
LANE
E l
1 1
23
4
9
Tra ck
5
3
27
5
Mayn e
3
Steph ens
1
Craig allen
STEVEN'S CROSS
48.8m
2
44
Hig her Longcomb e
48.2m
46
1
31
43.0m
Allerford
Greenholme
Works
West L od ge
Pendennis
Rosemount
Pond
SNODBROOK CROSS
1 9
1 2
East Lod g e
1 1
BUCKLEY CROSS
E D & Wa rd Bdy
1 5
62.8m
Hillside
H i lsi de H ouse
Ebdon Farm
22 17
A 3 75
Po nd
Tra ck
ED & Ward Bdy
OTTERY LAN E
Tra ck
River Sid
Tr a ck
Pumping Station
TW O BRI DGE S R OAD
Ray dea n
Brook Clos e
LOWE R BRO OK ME AD OW
E l Sub Sta
Roy sto n
Sida lcea
Two Bridges
E D & Wa rd Bdy
110 t o 1 1 6
08
1 09
Home Cot ta ge
13
11
Pa th (u m)
La un dry Lan e
SID VAL E CL OSE
Pe nin ni s
Ge rards
WINDSO R MEAD
C rant ock
WINDSO R MEAD
Windwa rd
Oa kde ne
Firle
Furzeb eam
Sunny de ne
Gr en Rid ge
Hill View
Sidv al
Lu d esd own
HIGHER BROOK M EADOW
Pi tlo chry
Te ra
Nov a
Innisfr e
Bri arfie ld
Me lbourn e
Bewd ley
FRY 'S LANE
Argyle Co tage
A 375
Ga ra ge
A 3 75
Albe rt
Hou se
SCHOOL STRE ET
CHURCH ST REET
Bar r imar
SID VAL E CL OSE
Th e Co tag e
Rose mary Co t
St Ant hon y
Me lrose
Hi lsi de
View
CAST LE HILL VIEW
Anu let
Cot ts
Cot ta ge
La ntern
5 8
Vale Cou rt
Jun ipe r Co ta ge
Th at che d Cot tag es
Cot tage s
La burnum
Sidv ale Ct
5 t o 8
Whe at ons
Co ta ge
1 t o 4
Kilrean y
Everley Co tage
BA LARD GROVE
Vale Co ta ge
Knig ht wo od
Tre vethin
E NGLAND'S CLOSE
SIDFORD
H AMI LT ON
Ga rage
CLOSE
Snod
B rook leigh
Brook
Buct on M ead
E D & Ward Bdy
141
A 3 05 2
A 3 05 2
7 8 74
131
S helter
142
148
SOUTH LAWN
12 11
ORCHARD CL OSE
WA RENS
MEAD
Fa rmhouse
Woo dme ad
Co ta ge
Po st s
Fo rd Co t s
PACKHORSE CLOSE
Pack Horse
Bridge
Th e Old
Fo rge
B rook
H av en
B rook V ie w
H ARCOMBE F IE LDS
Woo dbury
Hou se
4 1A
NE WLAND S
ROA D
117
119
DRAKE'S
AVEN U E
Sub S ta
Tr o wView
Four ways
Peak View
Iona
The
Hol lies
Har comb e
R ise
HARCOM B EL ANE E AST
STEVE N'S C ROSS CLOSE
N EWL AND S ROAD
NE WL ANDS RO AD
101
1 1
SID FOR D ROA D
114
FLEMI NG AVE NUE
LOCKYE R AVENUE
E l Sub Sta
FL EMI NG AVE NUE
La ne side
Bye s Lo dg e
Me ad owcro ft
BYES LANE
Playing Field
Te nn is Co urts
Colour coding by SEVERITY
A 3 05 2
Me adwoo d
War d Bdy
Pa th (u m)
JUBILE E GARD ENS
BYE S CLOSE
Clev ela nd
Fatal (0)
Playing Field
Serious (0)
A 3 75
Slight (9)
MALDEN ROAD
BYE SI DE ROAD
MALD E N R OA D
Ward Bdy
1 1 5
MA LDEN CLO SE
+ Crown copyright. All rights reserved
Devon County Council
Licence No. 100019783 2012
Injury Collisions - Sidford Vicinity
Selected Range of Accidents between dates
01/01/2006 and 31/12/2010
Selected using Manual Selection
River Sid
FORT ESCUE ROAD
SCALE
DATE
DRAWING No.
DRAWN BY
1 : 7000
01/05/2012
MW

Preliminary Transport Assessment
Proposed Business Park, Sidford
Appendix G
Traffic Diagrams
Jubb Consulting Engineers Limited
C9687 TAR01_A June 2012

A375 - School St
C9687-Sidford
Baseline Condition - Year 2012 AM Peak 08:00-09:00
Vehciles
HGV%
Sidbury
242
193
Exeter
3%
45 171 38
5% 64
6% 191
309 4% 54 318
High Street
Church Street
286 28 289
162 6%
99 6%
79 105 89
3% 8%
Seaton
Sidford Road
273 324
Sidmouth

A375 - School St
C9687-Sidford
Baseline Condition - Year 2012 PM Peak 16:30-17:30
Vehciles
HGV%
Sidbury
188
259
Exeter
1%
60 88 21
80
3% 231
378 67 356
High Street
Church Street
324 39 355
225 1%
91 3%
39 151 104
2% 4%
Seaton
Sidford Road
294 246
Sidmouth

A375 - School St
C9687-Sidford
Baseline Condition - Year 2014 AM Peak 08:00-09:00
Growth 1.0162
Sidbury
246
196
Exeter
3%
46 174 39
5% 65
6% 194
314 4% 55 323
High Street
Church Street
291 28 294
165 6%
101 6%
80 107 90
3% 8%
Seaton
Sidford Road
277 329
Sidmouth

A375 - School St
C9687-Sidford
Baseline Condition - Year 2014 PM Peak 16:30-17:30
Growth 1.0172
Sidbury
191
263
Exeter
1%
61 90 21
81
3% 235
385 68 362
High Street
Church Street
330 40 361
229 1%
93 3%
40 154 106
2% 4%
Seaton
Sidford Road
299 250
Sidmouth

A375 - School St
C9687-Sidford
Baseline Condition - Year 2019 AM Peak 08:00-09:00
Growth 1.1085
Sidbury
268 0
0
0
214 0
Exeter
3%
50 190 42
5% 71
6% 212
343 4% 60 353
High Street
Church Street
317 31 320
180 6%
110 6%
88 116 99
3% 8%
Seaton
Sidford Road
303 359
Sidmouth

A375 - School St
C9687-Sidford
Baseline Condition - Year 2019 PM Peak 16:30-17:30
Growth 1.1133
Sidbury
209 0
0
0
288 0
Exeter
1%
67 98 23
89
3% 257
421 75 396
High Street
Church Street
361 43 395
250 1%
101 3%
43 168 116
2% 4%
Seaton
Sidford Road
327.31 273.872
Sidmouth

A375 - School St
C9687-Sidford
Development Traffic AM Peak
08:00-09:00
IN 255
OUT 38
Sidbury
38
6
32
217
77
10 11 11
77 11
Exeter
High Street
Church Street
Seaton
10 72 72
68
Sidford Road
68 11
Sidmouth

A375 - School St
C9687-Sidford
Development Traffic PM Peak
16:30-17:30
IN 28
OUT 222
Sidbury
4
33
189
24
9
66 50 72
9 72
Exeter
High Street
Church Street
Seaton
66 8 8
7
Sidford Road
7 50
Sidmouth

A375 - School St
C9687-Sidford
With Development Traffic - Year 2014 AM Peak 08:00-09:00
Sidbury
246 38
6
32
196 217
Exeter
56 185 50
142
194
391 55 334
High Street
Church Street
301 100 366
165
101
80 175 90
Seaton
Sidford Road
345 340
Sidmouth

A375 - School St
C9687-Sidford
With Development - Year 2014 PM Peak 16:30-17:30
Sidbury
191 4
33
189
263 24
Exeter
127 140 94
90
235
393 68 435
High Street
Church Street
396 48 369
229
93
40 160 106
Seaton
Sidford Road
306 300
Sidmouth

A375 - School St
C9687-Sidford
With Development Traffic - Year 2019 AM Peak 08:00-09:00
Sidbury
268 38
6
32
214 217
Exeter
60 201 53
148
212
419 60 364
High Street
Church Street
327 103 392
180
110
88 184 99
Seaton
Sidford Road
371 370
Sidmouth

A375 - School St
C9687-Sidford
With Development - Year 2019 PM Peak 16:30-17:30
Sidbury
209 4
33
189
288 24
Exeter
133 148 96
98
257
429 75 469
High Street
Church Street
427 52 403
250
101
43 175 116
Seaton
Sidford Road
334 324
Sidmouth

Preliminary Transport Assessment
Proposed Business Park, Sidford
Appendix H
TRICS Reports
Jubb Consulting Engineers Limited
C9687 TAR01_A June 2012

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/05/12
Page 1
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 02 - EMPLOYMENT
Category : A - OFFICE
MULTI-MODAL VEHICLES
Selected regions and areas:
02 SOUTH EAST
EX ESSEX 1 days
HC HAMPSHIRE 2 days
HF HERTFORDSHIRE 1 days
KC KENT 1 days
SC SURREY 5 days
03 SOUTH WEST
CW CORNWALL 2 days
04 EAST ANGLIA
CA CAMBRIDGESHIRE 2 days
SF SUFFOLK 1 days
05 EAST MIDLANDS
LE LEICESTERSHIRE 2 days
06 WEST MIDLANDS
WM WEST MIDLANDS 1 days
07 YORKSHIRE & NORTH LINCOLNSHIRE
WY WEST YORKSHIRE 1 days
08 NORTH WEST
LC LANCASHIRE 1 days
09 NORTH
DH DURHAM 1 days
TW TYNE & WEAR 3 days
11 SCOTLAND
HI HIGHLAND 1 days
Filtering Stage 2 selection:
Parameter:
Actual Range:
Range Selected by User:
Gross floor area
1896 to 70291 (units: sqm)
645 to 70291 (units: sqm)
Public Transport Provision:
Selection by:
Include all surveys
Date Range: 01/01/00 to 19/10/11
Selected survey days:
Monday
Tuesday
Wednesday
Thursday
Friday
Selected survey types:
Manual count
Directional ATC Count
4 days
7 days
4 days
7 days
3 days
25 days
0 days
Selected Locations:
Suburban Area (PPS6 Out of Centre) 14
Edge of Town 11
Selected Location Sub Categories:
Industrial Zone 3
Commercial Zone 5
Development Zone 1
Residential Zone 10
Built-Up Zone 1
No Sub Category 5

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/05/12
Page 2
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
Filtering Stage 3 selection:
Use Class:
B1
25 days
Population within 1 mile:
Not Known
1 days
1,001 to 5,000 2 days
5,001 to 10,000 4 days
10,001 to 15,000 7 days
15,001 to 20,000 7 days
25,001 to 50,000 4 days
Population within 5 miles:
Not Known
1 days
25,001 to 50,000 4 days
50,001 to 75,000 2 days
75,001 to 100,000 4 days
100,001 to 125,000 2 days
125,001 to 250,000 3 days
250,001 to 500,000 8 days
500,001 or More 1 days
Car ownership within 5 miles:
0.5 or Less 1 days
0.6 to 1.0 8 days
1.1 to 1.5 15 days
1.6 to 2.0 1 days
Travel Plan:
Not Known
Yes
No
4 days
11 days
10 days

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/05/12
Page 3
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
LIST OF SITES relevant to selection parameters
1 CA-02-A-01 OFFICE, CAMBRIDGE CAMBRIDGESHIRE
STATION ROAD
NEWTOWN
CAMBRIDGE
Suburban Area (PPS6 Out of Centre)
Built-Up Zone
Total Gross floor area: 4344 sqm
Survey date: FRIDAY 24/11/00 Survey Type: MANUAL
2 CA-02-A-02 SUGAR HQ, PETERBOROUGH CAMBRIDGESHIRE
OUNDLE ROAD
PETERBOROUGH
Suburban Area (PPS6 Out of Centre)
No Sub Category
Total Gross floor area: 12500 sqm
Survey date: THURSDAY 13/05/04 Survey Type: MANUAL
3 CW-02-A-01 COUNCIL OFFICES, CAMBORNE CORNWALL
DOLCOATH AVENUE
CAMBORNE
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Gross floor area: 5400 sqm
Survey date: MONDAY 04/07/05 Survey Type: MANUAL
4 CW-02-A-03 COUNCIL OFFICES, TRURO CORNWALL
A390 TREYEW ROAD
TRURO
Edge of Town
No Sub Category
Total Gross floor area: 30000 sqm
Survey date: THURSDAY 07/06/07 Survey Type: MANUAL
5 DH-02-A-01 RPMI OFFICES, DARLINGTON DURHAM
BRINKBURN ROAD
DARLINGTON
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Gross floor area: 3372 sqm
Survey date: FRIDAY 05/11/10 Survey Type: MANUAL
6 EX-02-A-02 TELEPHONE CO., BRENTWOOD ESSEX
LONDON ROAD
BRENTWOOD
Edge of Town
Residential Zone
Total Gross floor area: 19667 sqm
Survey date: THURSDAY 05/04/01 Survey Type: MANUAL
7 HC-02-A-08 DIY CO. HQ, CHANDLER'S FORD HAMPSHIRE
TEMPLAR'S WAY
HAMPSHIRE CORP. PARK
CHANDLER'S FORD
Edge of Town
Commercial Zone
Total Gross floor area: 15975 sqm
Survey date: MONDAY 10/10/05 Survey Type: MANUAL

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/05/12
Page 4
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
LIST OF SITES relevant to selection parameters (Cont.)
8 HC-02-A-10 DIY CO. HQ, CHANDLER'S FORD HAMPSHIRE
TEMPLAR'S WAY
HAMPSHIRE CORP. PARK
CHANDLER'S FORD
Edge of Town
Commercial Zone
Total Gross floor area: 15975 sqm
Survey date: MONDAY 20/10/08 Survey Type: MANUAL
9 HF-02-A-02 COUNCIL OFFICES, WELWYN GC HERTFORDSHIRE
BRIDGE ROAD EAST
WELWYN GARDEN CITY
Suburban Area (PPS6 Out of Centre)
Industrial Zone
Total Gross floor area: 2700 sqm
Survey date: THURSDAY 05/09/02 Survey Type: MANUAL
10 HI-02-A-03 OFFICE, INVERNESS HIGHLAND
HIGHLANDER WAY
INVERNESS
Edge of Town
Development Zone
Total Gross floor area: 5400 sqm
Survey date: WEDNESDAY 20/05/09 Survey Type: MANUAL
11 KC-02-A-06 LAND REGISTRY,TBRDGE WELLS KENT
FOREST ROAD
CAMDEN PARK
TUNBRIDGE WELLS
Edge of Town
Residential Zone
Total Gross floor area: 5677 sqm
Survey date: TUESDAY 01/12/09 Survey Type: MANUAL
12 LC-02-A-07 COUNCIL OFFICES, BLACKPOOL LANCASHIRE
SOUTH PROMENADE
SAINT ANNES
BLACKPOOL
Edge of Town
No Sub Category
Total Gross floor area: 6678 sqm
Survey date: FRIDAY 13/05/05 Survey Type: MANUAL
13 LE-02-A-01 COUNCIL OFFICES, M. MOWBRAY LEICESTERSHIRE
NOTTINGHAM ROAD
MELTON MOWBRAY
Suburban Area (PPS6 Out of Centre)
No Sub Category
Total Gross floor area: 3251 sqm
Survey date: THURSDAY 29/06/00 Survey Type: MANUAL
14 LE-02-A-03 COUNCIL OFFICES, M. MOWBRAY LEICESTERSHIRE
NOTTINGHAM ROAD
MELTON MOWBRAY
Suburban Area (PPS6 Out of Centre)
No Sub Category
Total Gross floor area: 3251 sqm
Survey date: WEDNESDAY 04/05/05 Survey Type: MANUAL

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/05/12
Page 5
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
LIST OF SITES relevant to selection parameters (Cont.)
15 SC-02-A-12 PHARMACEUTICALS, WEYBRIDGE SURREY
ST GEORGE'S AVENUE
THE HEATH
WEYBRIDGE
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Gross floor area: 10293 sqm
Survey date: TUESDAY 18/10/05 Survey Type: MANUAL
16 SC-02-A-13 PHARMACEUTICALS, WEYBRIDGE SURREY
ST GEORGE'S AVENUE
THE HEATH
WEYBRIDGE
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Gross floor area: 10293 sqm
Survey date: TUESDAY 21/10/08 Survey Type: MANUAL
17 SC-02-A-14 UNILEVER, LEATHERHEAD SURREY
SPRINGFIELD DRIVE
LEATHERHEAD
Edge of Town
Commercial Zone
Total Gross floor area: 19974 sqm
Survey date: TUESDAY 10/03/09 Survey Type: MANUAL
18 SC-02-A-15 ACCOUNTANTS, GUILDFORD SURREY
BOXGROVE ROAD
GUILDFORD
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Gross floor area: 1896 sqm
Survey date: TUESDAY 05/10/10 Survey Type: MANUAL
19 SC-02-A-16 BANK OF AMERICA, CAMBERLEY SURREY
STANHOPE ROAD
CAMBERLEY
Edge of Town
Commercial Zone
Total Gross floor area: 39230 sqm
Survey date: TUESDAY 10/05/11 Survey Type: MANUAL
20 SF-02-A-01 COUNCIL OFFICES, BURY ST. ED. SUFFOLK
BEETONS WAY
BURY ST. EDMUNDS
Suburban Area (PPS6 Out of Centre)
Industrial Zone
Total Gross floor area: 8000 sqm
Survey date: MONDAY 27/09/10 Survey Type: MANUAL
21 TW-02-A-03 DEVELOP. AGENCY, NEWCASTLE TYNE & WEAR
KINGFISHER BOULEVARD
LEMINGTON
NEWCASTLE UPON TYNE
Edge of Town
Commercial Zone
Total Gross floor area: 6480 sqm
Survey date: THURSDAY 11/12/08 Survey Type: MANUAL

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/05/12
Page 6
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
LIST OF SITES relevant to selection parameters (Cont.)
22 TW-02-A-04 HOUSING CO., GATESHEAD TYNE & WEAR
EARLSWAY
TEAM VALLEY TRAD. EST.
GATESHEAD
Edge of Town
Industrial Zone
Total Gross floor area: 2500 sqm
Survey date: TUESDAY 29/09/09 Survey Type: MANUAL
23 TW-02-A-06 GOVT OFFICES, NEWCASTLE TYNE & WEAR
BENTON PARK ROAD
LONGBENTON
NEWCASTLE UPON TYNE
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Gross floor area: 70291 sqm
Survey date: WEDNESDAY 25/11/09 Survey Type: MANUAL
24 WM-02-A-01 COUNCIL OFFICES, STOURBRIDGE WEST MIDLANDS
A451 NORTON ROAD
MARY STEVENS PARK
STOURBRIDGE
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Gross floor area: 2725 sqm
Survey date: WEDNESDAY 26/04/06 Survey Type: MANUAL
25 WY-02-A-03 OFFICE, LEEDS WEST YORKSHIRE
VICTORIA ROAD
HEADINGLEY
LEEDS
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Gross floor area: 2696 sqm
Survey date: THURSDAY 17/06/10 Survey Type: MANUAL

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/05/12
Page 7
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE
MULTI-MODAL VEHICLES
Calculation factor: 100 sqm
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days GFA Rate Days GFA Rate Days GFA Rate
00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000
00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000
01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000
01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000
02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000
02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000
03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000
03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000
04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000
04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000
05:00 - 05:30 1 19974 0.000 1 19974 0.005 1 19974 0.005
05:30 - 06:00 1 19974 0.020 1 19974 0.005 1 19974 0.025
06:00 - 06:30 1 19974 0.070 1 19974 0.005 1 19974 0.075
06:30 - 07:00 2 45133 0.676 2 45133 0.188 2 45133 0.864
07:00 - 07:30 25 12343 0.287 25 12343 0.066 25 12343 0.353
07:30 - 08:00 25 12343 0.491 25 12343 0.098 25 12343 0.589
08:00 - 08:30 25 12343 0.716 25 12343 0.133 25 12343 0.849
08:30 - 09:00 25 12343 0.743 25 12343 0.113 25 12343 0.856
09:00 - 09:30 25 12343 0.534 25 12343 0.138 25 12343 0.672
09:30 - 10:00 25 12343 0.328 25 12343 0.131 25 12343 0.459
10:00 - 10:30 25 12343 0.195 25 12343 0.111 25 12343 0.306
10:30 - 11:00 25 12343 0.177 25 12343 0.106 25 12343 0.283
11:00 - 11:30 25 12343 0.147 25 12343 0.115 25 12343 0.262
11:30 - 12:00 25 12343 0.141 25 12343 0.127 25 12343 0.268
12:00 - 12:30 25 12343 0.144 25 12343 0.212 25 12343 0.356
12:30 - 13:00 25 12343 0.172 25 12343 0.213 25 12343 0.385
13:00 - 13:30 25 12343 0.193 25 12343 0.182 25 12343 0.375
13:30 - 14:00 25 12343 0.219 25 12343 0.157 25 12343 0.376
14:00 - 14:30 25 12343 0.183 25 12343 0.156 25 12343 0.339
14:30 - 15:00 25 12343 0.149 25 12343 0.211 25 12343 0.360
15:00 - 15:30 25 12343 0.151 25 12343 0.263 25 12343 0.414
15:30 - 16:00 25 12343 0.149 25 12343 0.318 25 12343 0.467
16:00 - 16:30 25 12343 0.130 25 12343 0.488 25 12343 0.618
16:30 - 17:00 25 12343 0.114 25 12343 0.534 25 12343 0.648
17:00 - 17:30 25 12343 0.113 25 12343 0.763 25 12343 0.876
17:30 - 18:00 25 12343 0.077 25 12343 0.490 25 12343 0.567
18:00 - 18:30 25 12343 0.059 25 12343 0.299 25 12343 0.358
18:30 - 19:00 25 12343 0.042 25 12343 0.164 25 12343 0.206
19:00 - 19:30 1 70291 0.095 1 70291 0.128 1 70291 0.223
19:30 - 20:00 1 70291 0.080 1 70291 0.090 1 70291 0.170
20:00 - 20:30 1 70291 0.088 1 70291 0.115 1 70291 0.203
20:30 - 21:00 1 70291 0.097 1 70291 0.083 1 70291 0.180
21:00 - 21:30 1 70291 0.085 1 70291 0.184 1 70291 0.269
21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000
22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000
22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000
23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000
23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000
Total Rates: 6.865 6.391 13.256

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/05/12
Page 8
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
Parameter summary
Trip rate parameter range selected:
1896 - 70291 (units: sqm)
Survey date date range: 01/01/00 - 19/10/11
Number of weekdays (Monday-Friday): 25
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 4

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/05/12
Page 9
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE
MULTI-MODAL CYCLISTS
Calculation factor: 100 sqm
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days GFA Rate Days GFA Rate Days GFA Rate
00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000
00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000
01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000
01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000
02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000
02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000
03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000
03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000
04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000
04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000
05:00 - 05:30 1 19974 0.000 1 19974 0.000 1 19974 0.000
05:30 - 06:00 1 19974 0.000 1 19974 0.000 1 19974 0.000
06:00 - 06:30 1 19974 0.005 1 19974 0.000 1 19974 0.005
06:30 - 07:00 2 45133 0.006 2 45133 0.006 2 45133 0.012
07:00 - 07:30 25 12343 0.003 25 12343 0.001 25 12343 0.004
07:30 - 08:00 25 12343 0.011 25 12343 0.002 25 12343 0.013
08:00 - 08:30 25 12343 0.020 25 12343 0.001 25 12343 0.021
08:30 - 09:00 25 12343 0.018 25 12343 0.002 25 12343 0.020
09:00 - 09:30 25 12343 0.007 25 12343 0.001 25 12343 0.008
09:30 - 10:00 25 12343 0.004 25 12343 0.003 25 12343 0.007
10:00 - 10:30 25 12343 0.002 25 12343 0.000 25 12343 0.002
10:30 - 11:00 25 12343 0.003 25 12343 0.001 25 12343 0.004
11:00 - 11:30 25 12343 0.002 25 12343 0.001 25 12343 0.003
11:30 - 12:00 25 12343 0.002 25 12343 0.001 25 12343 0.003
12:00 - 12:30 25 12343 0.001 25 12343 0.002 25 12343 0.003
12:30 - 13:00 25 12343 0.002 25 12343 0.004 25 12343 0.006
13:00 - 13:30 25 12343 0.003 25 12343 0.005 25 12343 0.008
13:30 - 14:00 25 12343 0.004 25 12343 0.002 25 12343 0.006
14:00 - 14:30 25 12343 0.002 25 12343 0.002 25 12343 0.004
14:30 - 15:00 25 12343 0.003 25 12343 0.001 25 12343 0.004
15:00 - 15:30 25 12343 0.003 25 12343 0.003 25 12343 0.006
15:30 - 16:00 25 12343 0.003 25 12343 0.004 25 12343 0.007
16:00 - 16:30 25 12343 0.002 25 12343 0.008 25 12343 0.010
16:30 - 17:00 25 12343 0.001 25 12343 0.008 25 12343 0.009
17:00 - 17:30 25 12343 0.002 25 12343 0.016 25 12343 0.018
17:30 - 18:00 25 12343 0.002 25 12343 0.013 25 12343 0.015
18:00 - 18:30 25 12343 0.000 25 12343 0.007 25 12343 0.007
18:30 - 19:00 25 12343 0.001 25 12343 0.003 25 12343 0.004
19:00 - 19:30 1 70291 0.000 1 70291 0.003 1 70291 0.003
19:30 - 20:00 1 70291 0.003 1 70291 0.001 1 70291 0.004
20:00 - 20:30 1 70291 0.000 1 70291 0.004 1 70291 0.004
20:30 - 21:00 1 70291 0.000 1 70291 0.004 1 70291 0.004
21:00 - 21:30 1 70291 0.000 1 70291 0.003 1 70291 0.003
21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000
22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000
22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000
23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000
23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000
Total Rates: 0.115 0.112 0.227

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/05/12
Page 10
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
Parameter summary
Trip rate parameter range selected:
1896 - 70291 (units: sqm)
Survey date date range: 01/01/00 - 19/10/11
Number of weekdays (Monday-Friday): 25
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 4

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/05/12
Page 11
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE
MULTI-MODAL VEHICLE OCCUPANTS
Calculation factor: 100 sqm
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days GFA Rate Days GFA Rate Days GFA Rate
00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000
00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000
01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000
01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000
02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000
02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000
03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000
03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000
04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000
04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000
05:00 - 05:30 1 19974 0.000 1 19974 0.005 1 19974 0.005
05:30 - 06:00 1 19974 0.035 1 19974 0.010 1 19974 0.045
06:00 - 06:30 1 19974 0.070 1 19974 0.005 1 19974 0.075
06:30 - 07:00 2 45133 0.781 2 45133 0.214 2 45133 0.995
07:00 - 07:30 25 12343 0.325 25 12343 0.070 25 12343 0.395
07:30 - 08:00 25 12343 0.549 25 12343 0.097 25 12343 0.646
08:00 - 08:30 25 12343 0.792 25 12343 0.136 25 12343 0.928
08:30 - 09:00 25 12343 0.821 25 12343 0.109 25 12343 0.930
09:00 - 09:30 25 12343 0.594 25 12343 0.139 25 12343 0.733
09:30 - 10:00 25 12343 0.363 25 12343 0.137 25 12343 0.500
10:00 - 10:30 25 12343 0.237 25 12343 0.126 25 12343 0.363
10:30 - 11:00 25 12343 0.204 25 12343 0.119 25 12343 0.323
11:00 - 11:30 25 12343 0.169 25 12343 0.134 25 12343 0.303
11:30 - 12:00 25 12343 0.164 25 12343 0.159 25 12343 0.323
12:00 - 12:30 25 12343 0.160 25 12343 0.251 25 12343 0.411
12:30 - 13:00 25 12343 0.203 25 12343 0.251 25 12343 0.454
13:00 - 13:30 25 12343 0.232 25 12343 0.204 25 12343 0.436
13:30 - 14:00 25 12343 0.255 25 12343 0.179 25 12343 0.434
14:00 - 14:30 25 12343 0.211 25 12343 0.180 25 12343 0.391
14:30 - 15:00 25 12343 0.174 25 12343 0.235 25 12343 0.409
15:00 - 15:30 25 12343 0.178 25 12343 0.306 25 12343 0.484
15:30 - 16:00 25 12343 0.171 25 12343 0.355 25 12343 0.526
16:00 - 16:30 25 12343 0.150 25 12343 0.551 25 12343 0.701
16:30 - 17:00 25 12343 0.124 25 12343 0.600 25 12343 0.724
17:00 - 17:30 25 12343 0.105 25 12343 0.846 25 12343 0.951
17:30 - 18:00 25 12343 0.076 25 12343 0.536 25 12343 0.612
18:00 - 18:30 25 12343 0.059 25 12343 0.328 25 12343 0.387
18:30 - 19:00 25 12343 0.041 25 12343 0.179 25 12343 0.220
19:00 - 19:30 1 70291 0.101 1 70291 0.132 1 70291 0.233
19:30 - 20:00 1 70291 0.083 1 70291 0.094 1 70291 0.177
20:00 - 20:30 1 70291 0.088 1 70291 0.127 1 70291 0.215
20:30 - 21:00 1 70291 0.097 1 70291 0.092 1 70291 0.189
21:00 - 21:30 1 70291 0.085 1 70291 0.219 1 70291 0.304
21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000
22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000
22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000
23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000
23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000
Total Rates: 7.697 7.125 14.822

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/05/12
Page 12
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
Parameter summary
Trip rate parameter range selected:
1896 - 70291 (units: sqm)
Survey date date range: 01/01/00 - 19/10/11
Number of weekdays (Monday-Friday): 25
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 4

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/05/12
Page 13
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE
MULTI-MODAL PEDESTRIANS
Calculation factor: 100 sqm
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days GFA Rate Days GFA Rate Days GFA Rate
00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000
00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000
01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000
01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000
02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000
02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000
03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000
03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000
04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000
04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000
05:00 - 05:30 1 19974 0.000 1 19974 0.000 1 19974 0.000
05:30 - 06:00 1 19974 0.000 1 19974 0.000 1 19974 0.000
06:00 - 06:30 1 19974 0.000 1 19974 0.000 1 19974 0.000
06:30 - 07:00 2 45133 0.072 2 45133 0.001 2 45133 0.073
07:00 - 07:30 25 12343 0.042 25 12343 0.002 25 12343 0.044
07:30 - 08:00 25 12343 0.064 25 12343 0.006 25 12343 0.070
08:00 - 08:30 25 12343 0.070 25 12343 0.006 25 12343 0.076
08:30 - 09:00 25 12343 0.078 25 12343 0.011 25 12343 0.089
09:00 - 09:30 25 12343 0.057 25 12343 0.019 25 12343 0.076
09:30 - 10:00 25 12343 0.038 25 12343 0.024 25 12343 0.062
10:00 - 10:30 25 12343 0.031 25 12343 0.021 25 12343 0.052
10:30 - 11:00 25 12343 0.025 25 12343 0.030 25 12343 0.055
11:00 - 11:30 25 12343 0.027 25 12343 0.028 25 12343 0.055
11:30 - 12:00 25 12343 0.024 25 12343 0.036 25 12343 0.060
12:00 - 12:30 25 12343 0.057 25 12343 0.124 25 12343 0.181
12:30 - 13:00 25 12343 0.127 25 12343 0.121 25 12343 0.248
13:00 - 13:30 25 12343 0.133 25 12343 0.110 25 12343 0.243
13:30 - 14:00 25 12343 0.120 25 12343 0.064 25 12343 0.184
14:00 - 14:30 25 12343 0.066 25 12343 0.041 25 12343 0.107
14:30 - 15:00 25 12343 0.032 25 12343 0.035 25 12343 0.067
15:00 - 15:30 25 12343 0.018 25 12343 0.041 25 12343 0.059
15:30 - 16:00 25 12343 0.023 25 12343 0.043 25 12343 0.066
16:00 - 16:30 25 12343 0.017 25 12343 0.082 25 12343 0.099
16:30 - 17:00 25 12343 0.018 25 12343 0.074 25 12343 0.092
17:00 - 17:30 25 12343 0.007 25 12343 0.082 25 12343 0.089
17:30 - 18:00 25 12343 0.006 25 12343 0.041 25 12343 0.047
18:00 - 18:30 25 12343 0.003 25 12343 0.020 25 12343 0.023
18:30 - 19:00 25 12343 0.002 25 12343 0.014 25 12343 0.016
19:00 - 19:30 1 70291 0.003 1 70291 0.013 1 70291 0.016
19:30 - 20:00 1 70291 0.001 1 70291 0.016 1 70291 0.017
20:00 - 20:30 1 70291 0.000 1 70291 0.020 1 70291 0.020
20:30 - 21:00 1 70291 0.000 1 70291 0.007 1 70291 0.007
21:00 - 21:30 1 70291 0.000 1 70291 0.058 1 70291 0.058
21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000
22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000
22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000
23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000
23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000
Total Rates: 1.161 1.190 2.351

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/05/12
Page 14
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
Parameter summary
Trip rate parameter range selected:
1896 - 70291 (units: sqm)
Survey date date range: 01/01/00 - 19/10/11
Number of weekdays (Monday-Friday): 25
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 4

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/05/12
Page 15
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE
MULTI-MODAL PUBLIC TRANSPORT USERS
Calculation factor: 100 sqm
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days GFA Rate Days GFA Rate Days GFA Rate
00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000
00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000
01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000
01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000
02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000
02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000
03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000
03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000
04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000
04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000
05:00 - 05:30 1 19974 0.000 1 19974 0.000 1 19974 0.000
05:30 - 06:00 1 19974 0.000 1 19974 0.000 1 19974 0.000
06:00 - 06:30 1 19974 0.005 1 19974 0.000 1 19974 0.005
06:30 - 07:00 2 45133 0.245 2 45133 0.004 2 45133 0.249
07:00 - 07:30 25 12343 0.125 25 12343 0.004 25 12343 0.129
07:30 - 08:00 25 12343 0.170 25 12343 0.006 25 12343 0.176
08:00 - 08:30 25 12343 0.151 25 12343 0.002 25 12343 0.153
08:30 - 09:00 25 12343 0.145 25 12343 0.002 25 12343 0.147
09:00 - 09:30 25 12343 0.112 25 12343 0.003 25 12343 0.115
09:30 - 10:00 25 12343 0.061 25 12343 0.004 25 12343 0.065
10:00 - 10:30 25 12343 0.032 25 12343 0.003 25 12343 0.035
10:30 - 11:00 25 12343 0.013 25 12343 0.002 25 12343 0.015
11:00 - 11:30 25 12343 0.013 25 12343 0.009 25 12343 0.022
11:30 - 12:00 25 12343 0.013 25 12343 0.015 25 12343 0.028
12:00 - 12:30 25 12343 0.018 25 12343 0.042 25 12343 0.060
12:30 - 13:00 25 12343 0.032 25 12343 0.032 25 12343 0.064
13:00 - 13:30 25 12343 0.029 25 12343 0.045 25 12343 0.074
13:30 - 14:00 25 12343 0.027 25 12343 0.028 25 12343 0.055
14:00 - 14:30 25 12343 0.011 25 12343 0.041 25 12343 0.052
14:30 - 15:00 25 12343 0.006 25 12343 0.042 25 12343 0.048
15:00 - 15:30 25 12343 0.014 25 12343 0.064 25 12343 0.078
15:30 - 16:00 25 12343 0.012 25 12343 0.083 25 12343 0.095
16:00 - 16:30 25 12343 0.029 25 12343 0.150 25 12343 0.179
16:30 - 17:00 25 12343 0.004 25 12343 0.125 25 12343 0.129
17:00 - 17:30 25 12343 0.003 25 12343 0.128 25 12343 0.131
17:30 - 18:00 25 12343 0.003 25 12343 0.108 25 12343 0.111
18:00 - 18:30 25 12343 0.001 25 12343 0.060 25 12343 0.061
18:30 - 19:00 25 12343 0.001 25 12343 0.025 25 12343 0.026
19:00 - 19:30 1 70291 0.006 1 70291 0.034 1 70291 0.040
19:30 - 20:00 1 70291 0.001 1 70291 0.038 1 70291 0.039
20:00 - 20:30 1 70291 0.001 1 70291 0.055 1 70291 0.056
20:30 - 21:00 1 70291 0.000 1 70291 0.018 1 70291 0.018
21:00 - 21:30 1 70291 0.000 1 70291 0.154 1 70291 0.154
21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000
22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000
22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000
23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000
23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000
Total Rates: 1.283 1.326 2.609

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/05/12
Page 16
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
Parameter summary
Trip rate parameter range selected:
1896 - 70291 (units: sqm)
Survey date date range: 01/01/00 - 19/10/11
Number of weekdays (Monday-Friday): 25
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 4

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/05/12
Page 17
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE
MULTI-MODAL TOTAL PEOPLE
Calculation factor: 100 sqm
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days GFA Rate Days GFA Rate Days GFA Rate
00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000
00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000
01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000
01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000
02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000
02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000
03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000
03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000
04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000
04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000
05:00 - 05:30 1 19974 0.000 1 19974 0.005 1 19974 0.005
05:30 - 06:00 1 19974 0.035 1 19974 0.010 1 19974 0.045
06:00 - 06:30 1 19974 0.080 1 19974 0.005 1 19974 0.085
06:30 - 07:00 2 45133 1.103 2 45133 0.225 2 45133 1.328
07:00 - 07:30 25 12343 0.496 25 12343 0.077 25 12343 0.573
07:30 - 08:00 25 12343 0.794 25 12343 0.111 25 12343 0.905
08:00 - 08:30 25 12343 1.033 25 12343 0.145 25 12343 1.178
08:30 - 09:00 25 12343 1.062 25 12343 0.123 25 12343 1.185
09:00 - 09:30 25 12343 0.770 25 12343 0.162 25 12343 0.932
09:30 - 10:00 25 12343 0.465 25 12343 0.168 25 12343 0.633
10:00 - 10:30 25 12343 0.302 25 12343 0.150 25 12343 0.452
10:30 - 11:00 25 12343 0.245 25 12343 0.152 25 12343 0.397
11:00 - 11:30 25 12343 0.212 25 12343 0.173 25 12343 0.385
11:30 - 12:00 25 12343 0.202 25 12343 0.211 25 12343 0.413
12:00 - 12:30 25 12343 0.236 25 12343 0.420 25 12343 0.656
12:30 - 13:00 25 12343 0.363 25 12343 0.408 25 12343 0.771
13:00 - 13:30 25 12343 0.397 25 12343 0.364 25 12343 0.761
13:30 - 14:00 25 12343 0.405 25 12343 0.272 25 12343 0.677
14:00 - 14:30 25 12343 0.289 25 12343 0.264 25 12343 0.553
14:30 - 15:00 25 12343 0.215 25 12343 0.312 25 12343 0.527
15:00 - 15:30 25 12343 0.214 25 12343 0.414 25 12343 0.628
15:30 - 16:00 25 12343 0.210 25 12343 0.485 25 12343 0.695
16:00 - 16:30 25 12343 0.197 25 12343 0.790 25 12343 0.987
16:30 - 17:00 25 12343 0.146 25 12343 0.807 25 12343 0.953
17:00 - 17:30 25 12343 0.117 25 12343 1.072 25 12343 1.189
17:30 - 18:00 25 12343 0.086 25 12343 0.698 25 12343 0.784
18:00 - 18:30 25 12343 0.063 25 12343 0.415 25 12343 0.478
18:30 - 19:00 25 12343 0.045 25 12343 0.220 25 12343 0.265
19:00 - 19:30 1 70291 0.110 1 70291 0.182 1 70291 0.292
19:30 - 20:00 1 70291 0.088 1 70291 0.149 1 70291 0.237
20:00 - 20:30 1 70291 0.090 1 70291 0.206 1 70291 0.296
20:30 - 21:00 1 70291 0.097 1 70291 0.122 1 70291 0.219
21:00 - 21:30 1 70291 0.085 1 70291 0.434 1 70291 0.519
21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000
22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000
22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000
23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000
23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000
Total Rates: 10.252 9.751 20.003

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/05/12
Page 18
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
Parameter summary
Trip rate parameter range selected:
1896 - 70291 (units: sqm)
Survey date date range: 01/01/00 - 19/10/11
Number of weekdays (Monday-Friday): 25
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 4

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 23/05/12
Page 1
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 02 - EMPLOYMENT
Category : C - INDUSTRIAL UNIT
MULTI-MODAL VEHICLES
Selected regions and areas:
02 SOUTH EAST
HF HERTFORDSHIRE 1 days
03 SOUTH WEST
BR BRISTOL CITY 1 days
DC DORSET 3 days
06 WEST MIDLANDS
HE HEREFORDSHIRE 1 days
10 WALES
CF CARDIFF 1 days
11 SCOTLAND
FI FIFE 1 days
HI HIGHLAND 1 days
Filtering Stage 2 selection:
Parameter:
Actual Range:
Range Selected by User:
Gross floor area
1068 to 5467 (units: sqm)
1068 to 43325 (units: sqm)
Public Transport Provision:
Selection by:
Include all surveys
Date Range: 01/01/00 to 14/10/10
Selected survey days:
Monday
Tuesday
Wednesday
Thursday
Friday
Selected survey types:
Manual count
Directional ATC Count
2 days
3 days
1 days
2 days
1 days
9 days
0 days
Selected Locations:
Suburban Area (PPS6 Out of Centre) 4
Edge of Town 4
Free Standing (PPS6 Out of Town) 1
Selected Location Sub Categories:
Industrial Zone 7
Commercial Zone 1
No Sub Category 1
Filtering Stage 3 selection:
Use Class:
B1
B2
6 days
3 days

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 23/05/12
Page 2
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
Filtering Stage 3 selection (Cont.):
Population within 1 mile:
1,001 to 5,000 2 days
10,001 to 15,000 2 days
15,001 to 20,000 2 days
25,001 to 50,000 3 days
Population within 5 miles:
5,001 to 25,000 1 days
50,001 to 75,000 3 days
75,001 to 100,000 1 days
100,001 to 125,000 1 days
125,001 to 250,000 1 days
250,001 to 500,000 2 days
Car ownership within 5 miles:
0.5 or Less 1 days
0.6 to 1.0 4 days
1.1 to 1.5 4 days
Travel Plan:
Not Known
No
2 days
7 days

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 23/05/12
Page 3
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
LIST OF SITES relevant to selection parameters
1 BR-02-C-01 MECH. ENGINEERS, BRISTOL BRISTOL CITY
NOVERS HILL
BEDMINSTER
BRISTOL
Suburban Area (PPS6 Out of Centre)
Industrial Zone
Total Gross floor area: 1100 sqm
Survey date: MONDAY 19/10/09 Survey Type: MANUAL
2 CF-02-C-01 PLASTICS COMPANY, CARDIFF CARDIFF
PARC-TY-GLAS
LLANISHEN
CARDIFF
Suburban Area (PPS6 Out of Centre)
Industrial Zone
Total Gross floor area: 1068 sqm
Survey date: TUESDAY 24/10/06 Survey Type: MANUAL
3 DC-02-C-02 NEWSPAPER HQ, WEYMOUTH DORSET
HAMPSHIRE ROAD
CHICKERELL
WEYMOUTH
Edge of Town
Industrial Zone
Total Gross floor area: 3035 sqm
Survey date: TUESDAY 04/07/00 Survey Type: MANUAL
4 DC-02-C-03 INDUSTRIAL UNIT, NR WIMBORNE DORSET
NIMROD WAY
STAPEHILL
NEAR WIMBORNE MINSTER
Free Standing (PPS6 Out of Town)
Industrial Zone
Total Gross floor area: 1626 sqm
Survey date: TUESDAY 15/05/01 Survey Type: MANUAL
5 DC-02-C-07 NEW LOOK, WEYMOUTH DORSET
MERCERY ROAD
WEYMOUTH
Edge of Town
No Sub Category
Total Gross floor area: 5467 sqm
Survey date: MONDAY 07/07/08 Survey Type: MANUAL
6 FI-02-C-01 REFRIGERATION, DUNFERMLINE FIFE
HALBEATH PLACE
DUNFERMLINE
Suburban Area (PPS6 Out of Centre)
Industrial Zone
Total Gross floor area: 4900 sqm
Survey date: FRIDAY 20/04/07 Survey Type: MANUAL
7 HE-02-C-01 METAL. COATINGS, HEREFORD HEREFORDSHIRE
COLLEGE ROAD
HEREFORD
Edge of Town
Commercial Zone
Total Gross floor area: 1880 sqm
Survey date: THURSDAY 14/10/10 Survey Type: MANUAL

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 23/05/12
Page 4
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
LIST OF SITES relevant to selection parameters (Cont.)
8 HF-02-C-01 IND. UNIT, W. GARDEN CITY HERTFORDSHIRE
BRIDGE ROAD EAST
WELWYN GARDEN CITY
Suburban Area (PPS6 Out of Centre)
Industrial Zone
Total Gross floor area: 1800 sqm
Survey date: THURSDAY 17/07/08 Survey Type: MANUAL
9 HI-02-C-01 DAIRY, NAIRN HIGHLAND
TOM SEMPLE ROAD
BALMAKEITH BUSINESS PK
NAIRN
Edge of Town
Industrial Zone
Total Gross floor area: 3000 sqm
Survey date: WEDNESDAY 24/05/06 Survey Type: MANUAL

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 23/05/12
Page 5
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
TRIP RATE for Land Use 02 - EMPLOYMENT/C - INDUSTRIAL UNIT
MULTI-MODAL VEHICLES
Calculation factor: 100 sqm
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days GFA Rate Days GFA Rate Days GFA Rate
00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000
00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000
01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000
01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000
02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000
02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000
03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000
03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000
04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000
04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000
05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000
05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000
06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000
06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000
07:00 - 07:30 9 2653 0.134 9 2653 0.025 9 2653 0.159
07:30 - 08:00 9 2653 0.494 9 2653 0.046 9 2653 0.540
08:00 - 08:30 9 2653 0.951 9 2653 0.109 9 2653 1.060
08:30 - 09:00 9 2653 0.683 9 2653 0.147 9 2653 0.830
09:00 - 09:30 9 2653 0.205 9 2653 0.121 9 2653 0.326
09:30 - 10:00 9 2653 0.151 9 2653 0.130 9 2653 0.281
10:00 - 10:30 9 2653 0.147 9 2653 0.151 9 2653 0.298
10:30 - 11:00 9 2653 0.193 9 2653 0.126 9 2653 0.319
11:00 - 11:30 9 2653 0.147 9 2653 0.147 9 2653 0.294
11:30 - 12:00 9 2653 0.130 9 2653 0.130 9 2653 0.260
12:00 - 12:30 9 2653 0.134 9 2653 0.184 9 2653 0.318
12:30 - 13:00 9 2653 0.188 9 2653 0.281 9 2653 0.469
13:00 - 13:30 9 2653 0.247 9 2653 0.218 9 2653 0.465
13:30 - 14:00 9 2653 0.297 9 2653 0.163 9 2653 0.460
14:00 - 14:30 9 2653 0.188 9 2653 0.147 9 2653 0.335
14:30 - 15:00 9 2653 0.142 9 2653 0.117 9 2653 0.259
15:00 - 15:30 9 2653 0.117 9 2653 0.151 9 2653 0.268
15:30 - 16:00 9 2653 0.134 9 2653 0.151 9 2653 0.285
16:00 - 16:30 9 2653 0.109 9 2653 0.180 9 2653 0.289
16:30 - 17:00 9 2653 0.092 9 2653 0.406 9 2653 0.498
17:00 - 17:30 9 2653 0.088 9 2653 0.498 9 2653 0.586
17:30 - 18:00 9 2653 0.038 9 2653 0.821 9 2653 0.859
18:00 - 18:30 8 2372 0.063 8 2372 0.437 8 2372 0.500
18:30 - 19:00 8 2372 0.032 8 2372 0.248 8 2372 0.280
19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000
19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000
20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000
20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000
21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000
21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000
22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000
22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000
23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000
23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000
Total Rates: 5.104 5.134 10.238

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 23/05/12
Page 6
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
Parameter summary
Trip rate parameter range selected:
1068 - 5467 (units: sqm)
Survey date date range: 01/01/00 - 14/10/10
Number of weekdays (Monday-Friday): 9
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 7

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 23/05/12
Page 7
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
TRIP RATE for Land Use 02 - EMPLOYMENT/C - INDUSTRIAL UNIT
MULTI-MODAL CYCLISTS
Calculation factor: 100 sqm
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days GFA Rate Days GFA Rate Days GFA Rate
00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000
00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000
01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000
01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000
02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000
02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000
03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000
03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000
04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000
04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000
05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000
05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000
06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000
06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000
07:00 - 07:30 9 2653 0.000 9 2653 0.000 9 2653 0.000
07:30 - 08:00 9 2653 0.029 9 2653 0.000 9 2653 0.029
08:00 - 08:30 9 2653 0.008 9 2653 0.004 9 2653 0.012
08:30 - 09:00 9 2653 0.017 9 2653 0.008 9 2653 0.025
09:00 - 09:30 9 2653 0.000 9 2653 0.000 9 2653 0.000
09:30 - 10:00 9 2653 0.004 9 2653 0.000 9 2653 0.004
10:00 - 10:30 9 2653 0.000 9 2653 0.000 9 2653 0.000
10:30 - 11:00 9 2653 0.000 9 2653 0.000 9 2653 0.000
11:00 - 11:30 9 2653 0.000 9 2653 0.000 9 2653 0.000
11:30 - 12:00 9 2653 0.000 9 2653 0.000 9 2653 0.000
12:00 - 12:30 9 2653 0.004 9 2653 0.004 9 2653 0.008
12:30 - 13:00 9 2653 0.000 9 2653 0.000 9 2653 0.000
13:00 - 13:30 9 2653 0.000 9 2653 0.004 9 2653 0.004
13:30 - 14:00 9 2653 0.004 9 2653 0.004 9 2653 0.008
14:00 - 14:30 9 2653 0.000 9 2653 0.004 9 2653 0.004
14:30 - 15:00 9 2653 0.000 9 2653 0.000 9 2653 0.000
15:00 - 15:30 9 2653 0.000 9 2653 0.004 9 2653 0.004
15:30 - 16:00 9 2653 0.004 9 2653 0.004 9 2653 0.008
16:00 - 16:30 9 2653 0.000 9 2653 0.021 9 2653 0.021
16:30 - 17:00 9 2653 0.004 9 2653 0.004 9 2653 0.008
17:00 - 17:30 9 2653 0.008 9 2653 0.008 9 2653 0.016
17:30 - 18:00 9 2653 0.000 9 2653 0.017 9 2653 0.017
18:00 - 18:30 8 2372 0.000 8 2372 0.005 8 2372 0.005
18:30 - 19:00 8 2372 0.000 8 2372 0.005 8 2372 0.005
19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000
19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000
20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000
20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000
21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000
21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000
22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000
22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000
23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000
23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000
Total Rates: 0.082 0.096 0.178

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 23/05/12
Page 8
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
Parameter summary
Trip rate parameter range selected:
1068 - 5467 (units: sqm)
Survey date date range: 01/01/00 - 14/10/10
Number of weekdays (Monday-Friday): 9
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 7

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 23/05/12
Page 9
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
TRIP RATE for Land Use 02 - EMPLOYMENT/C - INDUSTRIAL UNIT
MULTI-MODAL PEDESTRIANS
Calculation factor: 100 sqm
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days GFA Rate Days GFA Rate Days GFA Rate
00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000
00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000
01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000
01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000
02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000
02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000
03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000
03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000
04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000
04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000
05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000
05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000
06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000
06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000
07:00 - 07:30 9 2653 0.017 9 2653 0.008 9 2653 0.025
07:30 - 08:00 9 2653 0.054 9 2653 0.000 9 2653 0.054
08:00 - 08:30 9 2653 0.059 9 2653 0.000 9 2653 0.059
08:30 - 09:00 9 2653 0.054 9 2653 0.008 9 2653 0.062
09:00 - 09:30 9 2653 0.038 9 2653 0.000 9 2653 0.038
09:30 - 10:00 9 2653 0.004 9 2653 0.004 9 2653 0.008
10:00 - 10:30 9 2653 0.000 9 2653 0.000 9 2653 0.000
10:30 - 11:00 9 2653 0.004 9 2653 0.000 9 2653 0.004
11:00 - 11:30 9 2653 0.000 9 2653 0.000 9 2653 0.000
11:30 - 12:00 9 2653 0.004 9 2653 0.004 9 2653 0.008
12:00 - 12:30 9 2653 0.004 9 2653 0.059 9 2653 0.063
12:30 - 13:00 9 2653 0.025 9 2653 0.021 9 2653 0.046
13:00 - 13:30 9 2653 0.059 9 2653 0.038 9 2653 0.097
13:30 - 14:00 9 2653 0.021 9 2653 0.013 9 2653 0.034
14:00 - 14:30 9 2653 0.017 9 2653 0.008 9 2653 0.025
14:30 - 15:00 9 2653 0.000 9 2653 0.008 9 2653 0.008
15:00 - 15:30 9 2653 0.004 9 2653 0.004 9 2653 0.008
15:30 - 16:00 9 2653 0.004 9 2653 0.008 9 2653 0.012
16:00 - 16:30 9 2653 0.008 9 2653 0.008 9 2653 0.016
16:30 - 17:00 9 2653 0.017 9 2653 0.025 9 2653 0.042
17:00 - 17:30 9 2653 0.004 9 2653 0.059 9 2653 0.063
17:30 - 18:00 9 2653 0.000 9 2653 0.080 9 2653 0.080
18:00 - 18:30 8 2372 0.000 8 2372 0.032 8 2372 0.032
18:30 - 19:00 8 2372 0.005 8 2372 0.026 8 2372 0.031
19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000
19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000
20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000
20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000
21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000
21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000
22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000
22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000
23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000
23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000
Total Rates: 0.402 0.413 0.815

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 23/05/12
Page 10
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
Parameter summary
Trip rate parameter range selected:
1068 - 5467 (units: sqm)
Survey date date range: 01/01/00 - 14/10/10
Number of weekdays (Monday-Friday): 9
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 7

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 23/05/12
Page 11
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
TRIP RATE for Land Use 02 - EMPLOYMENT/C - INDUSTRIAL UNIT
MULTI-MODAL PUBLIC TRANSPORT USERS
Calculation factor: 100 sqm
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days GFA Rate Days GFA Rate Days GFA Rate
00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000
00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000
01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000
01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000
02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000
02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000
03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000
03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000
04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000
04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000
05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000
05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000
06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000
06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000
07:00 - 07:30 9 2653 0.004 9 2653 0.000 9 2653 0.004
07:30 - 08:00 9 2653 0.000 9 2653 0.000 9 2653 0.000
08:00 - 08:30 9 2653 0.008 9 2653 0.000 9 2653 0.008
08:30 - 09:00 9 2653 0.000 9 2653 0.000 9 2653 0.000
09:00 - 09:30 9 2653 0.000 9 2653 0.000 9 2653 0.000
09:30 - 10:00 9 2653 0.000 9 2653 0.000 9 2653 0.000
10:00 - 10:30 9 2653 0.000 9 2653 0.000 9 2653 0.000
10:30 - 11:00 9 2653 0.000 9 2653 0.000 9 2653 0.000
11:00 - 11:30 9 2653 0.000 9 2653 0.000 9 2653 0.000
11:30 - 12:00 9 2653 0.000 9 2653 0.000 9 2653 0.000
12:00 - 12:30 9 2653 0.000 9 2653 0.000 9 2653 0.000
12:30 - 13:00 9 2653 0.000 9 2653 0.000 9 2653 0.000
13:00 - 13:30 9 2653 0.004 9 2653 0.004 9 2653 0.008
13:30 - 14:00 9 2653 0.000 9 2653 0.000 9 2653 0.000
14:00 - 14:30 9 2653 0.000 9 2653 0.000 9 2653 0.000
14:30 - 15:00 9 2653 0.004 9 2653 0.000 9 2653 0.004
15:00 - 15:30 9 2653 0.004 9 2653 0.000 9 2653 0.004
15:30 - 16:00 9 2653 0.000 9 2653 0.000 9 2653 0.000
16:00 - 16:30 9 2653 0.000 9 2653 0.008 9 2653 0.008
16:30 - 17:00 9 2653 0.000 9 2653 0.000 9 2653 0.000
17:00 - 17:30 9 2653 0.000 9 2653 0.013 9 2653 0.013
17:30 - 18:00 9 2653 0.000 9 2653 0.000 9 2653 0.000
18:00 - 18:30 8 2372 0.000 8 2372 0.000 8 2372 0.000
18:30 - 19:00 8 2372 0.000 8 2372 0.000 8 2372 0.000
19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000
19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000
20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000
20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000
21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000
21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000
22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000
22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000
23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000
23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000
Total Rates: 0.024 0.025 0.049

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 23/05/12
Page 12
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
Parameter summary
Trip rate parameter range selected:
1068 - 5467 (units: sqm)
Survey date date range: 01/01/00 - 14/10/10
Number of weekdays (Monday-Friday): 9
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 7

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 23/05/12
Page 13
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
TRIP RATE for Land Use 02 - EMPLOYMENT/C - INDUSTRIAL UNIT
MULTI-MODAL TOTAL PEOPLE
Calculation factor: 100 sqm
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days GFA Rate Days GFA Rate Days GFA Rate
00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000
00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000
01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000
01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000
02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000
02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000
03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000
03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000
04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000
04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000
05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000
05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000
06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000
06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000
07:00 - 07:30 9 2653 0.168 9 2653 0.034 9 2653 0.202
07:30 - 08:00 9 2653 0.637 9 2653 0.054 9 2653 0.691
08:00 - 08:30 9 2653 1.164 9 2653 0.126 9 2653 1.290
08:30 - 09:00 9 2653 0.854 9 2653 0.188 9 2653 1.042
09:00 - 09:30 9 2653 0.264 9 2653 0.121 9 2653 0.385
09:30 - 10:00 9 2653 0.188 9 2653 0.147 9 2653 0.335
10:00 - 10:30 9 2653 0.163 9 2653 0.163 9 2653 0.326
10:30 - 11:00 9 2653 0.230 9 2653 0.130 9 2653 0.360
11:00 - 11:30 9 2653 0.184 9 2653 0.163 9 2653 0.347
11:30 - 12:00 9 2653 0.142 9 2653 0.147 9 2653 0.289
12:00 - 12:30 9 2653 0.151 9 2653 0.297 9 2653 0.448
12:30 - 13:00 9 2653 0.272 9 2653 0.373 9 2653 0.645
13:00 - 13:30 9 2653 0.381 9 2653 0.310 9 2653 0.691
13:30 - 14:00 9 2653 0.385 9 2653 0.205 9 2653 0.590
14:00 - 14:30 9 2653 0.247 9 2653 0.163 9 2653 0.410
14:30 - 15:00 9 2653 0.168 9 2653 0.159 9 2653 0.327
15:00 - 15:30 9 2653 0.142 9 2653 0.193 9 2653 0.335
15:30 - 16:00 9 2653 0.151 9 2653 0.193 9 2653 0.344
16:00 - 16:30 9 2653 0.134 9 2653 0.251 9 2653 0.385
16:30 - 17:00 9 2653 0.113 9 2653 0.549 9 2653 0.662
17:00 - 17:30 9 2653 0.109 9 2653 0.662 9 2653 0.771
17:30 - 18:00 9 2653 0.038 9 2653 1.051 9 2653 1.089
18:00 - 18:30 8 2372 0.069 8 2372 0.553 8 2372 0.622
18:30 - 19:00 8 2372 0.042 8 2372 0.311 8 2372 0.353
19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000
19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000
20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000
20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000
21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000
21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000
22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000
22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000
23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000
23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000
Total Rates: 6.396 6.543 12.939

TRICS 2012(a)v6.9.2 300412 B15.11 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 23/05/12
Page 14
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
Parameter summary
Trip rate parameter range selected:
1068 - 5467 (units: sqm)
Survey date date range: 01/01/00 - 14/10/10
Number of weekdays (Monday-Friday): 9
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 7

TRICS 2012(a)v6.9.2 280312 B15.09 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 05/04/12
Page 1
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 02 - EMPLOYMENT
Category : F - WAREHOUSING (COMMERCIAL)
MULTI-MODAL VEHICLES
Selected regions and areas:
02 SOUTH EAST
HF HERTFORDSHIRE 1 days
05 EAST MIDLANDS
LN LINCOLNSHIRE 1 days
06 WEST MIDLANDS
WO WORCESTERSHIRE 1 days
09 NORTH
TV TEES VALLEY 1 days
11 SCOTLAND
GC GLASGOW CITY 1 days
Filtering Stage 2 selection:
Parameter:
Actual Range:
Range Selected by User:
Gross floor area
3824 to 80066 (units: sqm)
3824 to 80066 (units: sqm)
Public Transport Provision:
Selection by:
Include all surveys
Date Range: 01/01/00 to 29/11/10
Selected survey days:
Monday
Tuesday
Friday
Selected survey types:
Manual count
Directional ATC Count
2 days
2 days
1 days
5 days
0 days
Selected Locations:
Suburban Area (PPS6 Out of Centre) 2
Edge of Town 3
Selected Location Sub Categories:
Industrial Zone 3
Residential Zone 1
No Sub Category 1
Filtering Stage 3 selection:
Use Class:
Not Known
B8
1 days
4 days

TRICS 2012(a)v6.9.2 280312 B15.09 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 05/04/12
Page 2
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
Filtering Stage 3 selection (Cont.):
Population within 1 mile:
10,001 to 15,000 3 days
20,001 to 25,000 1 days
25,001 to 50,000 1 days
Population within 5 miles:
25,001 to 50,000 1 days
100,001 to 125,000 1 days
125,001 to 250,000 2 days
250,001 to 500,000 1 days
Car ownership within 5 miles:
0.5 or Less 1 days
0.6 to 1.0 1 days
1.1 to 1.5 3 days
Travel Plan:
Not Known
Yes
No
3 days
1 days
1 days

TRICS 2012(a)v6.9.2 280312 B15.09 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 05/04/12
Page 3
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
LIST OF SITES relevant to selection parameters
1 GC-02-F-01 DISTRIBUTION CEN., GLASGOW GLASGOW CITY
BARRACHNIE ROAD
GARROWHILL
GLASGOW
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Gross floor area: 11504 sqm
Survey date: MONDAY 10/09/01 Survey Type: MANUAL
2 HF-02-F-02 SUPERSTORE DIST., WELWYN GC HERTFORDSHIRE
BLACK FAN ROAD
PANSHANGER
WELWYN GARDEN CITY
Suburban Area (PPS6 Out of Centre)
Industrial Zone
Total Gross floor area: 18600 sqm
Survey date: FRIDAY 06/09/02 Survey Type: MANUAL
3 LN-02-F-01 BOOK SERVICE, GRANTHAM LINCOLNSHIRE
TRENT ROAD
GRANTHAM
Edge of Town
No Sub Category
Total Gross floor area: 32300 sqm
Survey date: MONDAY 29/11/10 Survey Type: MANUAL
4 TV-02-F-02 ARGOS WAREHOUSE, DARL'TON TEES VALLEY
ROUNDHOUSE ROAD
FAVERDALE
DARLINGTON
Edge of Town
Industrial Zone
Total Gross floor area: 80066 sqm
Survey date: TUESDAY 07/10/08 Survey Type: MANUAL
5 WO-02-F-02 DISTRIB. CENTRE, WORCESTER WORCESTERSHIRE
COTSWOLD WAY
WORCESTER
Edge of Town
Industrial Zone
Total Gross floor area: 3824 sqm
Survey date: TUESDAY 10/09/02 Survey Type: MANUAL

TRICS 2012(a)v6.9.2 280312 B15.09 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 05/04/12
Page 4
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
TRIP RATE for Land Use 02 - EMPLOYMENT/F - WAREHOUSING (COMMERCIAL)
MULTI-MODAL VEHICLES
Calculation factor: 100 sqm
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days GFA Rate Days GFA Rate Days GFA Rate
00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000
00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000
01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000
01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000
02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000
02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000
03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000
03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000
04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000
04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000
05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000
05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000
06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000
06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000
07:00 - 07:30 5 29259 0.031 5 29259 0.020 5 29259 0.051
07:30 - 08:00 5 29259 0.072 5 29259 0.033 5 29259 0.105
08:00 - 08:30 5 29259 0.073 5 29259 0.023 5 29259 0.096
08:30 - 09:00 5 29259 0.046 5 29259 0.029 5 29259 0.075
09:00 - 09:30 5 29259 0.056 5 29259 0.034 5 29259 0.090
09:30 - 10:00 5 29259 0.042 5 29259 0.032 5 29259 0.074
10:00 - 10:30 5 29259 0.034 5 29259 0.027 5 29259 0.061
10:30 - 11:00 5 29259 0.032 5 29259 0.027 5 29259 0.059
11:00 - 11:30 5 29259 0.025 5 29259 0.030 5 29259 0.055
11:30 - 12:00 5 29259 0.029 5 29259 0.021 5 29259 0.050
12:00 - 12:30 5 29259 0.031 5 29259 0.042 5 29259 0.073
12:30 - 13:00 5 29259 0.038 5 29259 0.031 5 29259 0.069
13:00 - 13:30 5 29259 0.060 5 29259 0.051 5 29259 0.111
13:30 - 14:00 5 29259 0.096 5 29259 0.050 5 29259 0.146
14:00 - 14:30 5 29259 0.036 5 29259 0.055 5 29259 0.091
14:30 - 15:00 5 29259 0.033 5 29259 0.048 5 29259 0.081
15:00 - 15:30 5 29259 0.027 5 29259 0.040 5 29259 0.067
15:30 - 16:00 5 29259 0.026 5 29259 0.040 5 29259 0.066
16:00 - 16:30 5 29259 0.032 5 29259 0.045 5 29259 0.077
16:30 - 17:00 5 29259 0.024 5 29259 0.051 5 29259 0.075
17:00 - 17:30 5 29259 0.020 5 29259 0.075 5 29259 0.095
17:30 - 18:00 5 29259 0.015 5 29259 0.043 5 29259 0.058
18:00 - 18:30 5 29259 0.016 5 29259 0.025 5 29259 0.041
18:30 - 19:00 5 29259 0.010 5 29259 0.021 5 29259 0.031
19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000
19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000
20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000
20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000
21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000
21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000
22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000
22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000
23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000
23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000
Total Rates: 0.904 0.893 1.797

TRICS 2012(a)v6.9.2 280312 B15.09 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 05/04/12
Page 5
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
Parameter summary
Trip rate parameter range selected:
3824 - 80066 (units: sqm)
Survey date date range: 01/01/00 - 29/11/10
Number of weekdays (Monday-Friday): 5
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 0

TRICS 2012(a)v6.9.2 280312 B15.09 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 05/04/12
Page 6
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
TRIP RATE for Land Use 02 - EMPLOYMENT/F - WAREHOUSING (COMMERCIAL)
MULTI-MODAL CYCLISTS
Calculation factor: 100 sqm
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days GFA Rate Days GFA Rate Days GFA Rate
00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000
00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000
01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000
01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000
02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000
02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000
03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000
03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000
04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000
04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000
05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000
05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000
06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000
06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000
07:00 - 07:30 5 29259 0.002 5 29259 0.001 5 29259 0.003
07:30 - 08:00 5 29259 0.001 5 29259 0.000 5 29259 0.001
08:00 - 08:30 5 29259 0.001 5 29259 0.001 5 29259 0.002
08:30 - 09:00 5 29259 0.000 5 29259 0.000 5 29259 0.000
09:00 - 09:30 5 29259 0.000 5 29259 0.000 5 29259 0.000
09:30 - 10:00 5 29259 0.001 5 29259 0.001 5 29259 0.002
10:00 - 10:30 5 29259 0.000 5 29259 0.001 5 29259 0.001
10:30 - 11:00 5 29259 0.000 5 29259 0.000 5 29259 0.000
11:00 - 11:30 5 29259 0.000 5 29259 0.000 5 29259 0.000
11:30 - 12:00 5 29259 0.001 5 29259 0.002 5 29259 0.003
12:00 - 12:30 5 29259 0.000 5 29259 0.000 5 29259 0.000
12:30 - 13:00 5 29259 0.001 5 29259 0.000 5 29259 0.001
13:00 - 13:30 5 29259 0.003 5 29259 0.001 5 29259 0.004
13:30 - 14:00 5 29259 0.007 5 29259 0.008 5 29259 0.015
14:00 - 14:30 5 29259 0.001 5 29259 0.003 5 29259 0.004
14:30 - 15:00 5 29259 0.000 5 29259 0.000 5 29259 0.000
15:00 - 15:30 5 29259 0.000 5 29259 0.001 5 29259 0.001
15:30 - 16:00 5 29259 0.000 5 29259 0.001 5 29259 0.001
16:00 - 16:30 5 29259 0.001 5 29259 0.000 5 29259 0.001
16:30 - 17:00 5 29259 0.001 5 29259 0.002 5 29259 0.003
17:00 - 17:30 5 29259 0.000 5 29259 0.002 5 29259 0.002
17:30 - 18:00 5 29259 0.001 5 29259 0.000 5 29259 0.001
18:00 - 18:30 5 29259 0.000 5 29259 0.001 5 29259 0.001
18:30 - 19:00 5 29259 0.001 5 29259 0.001 5 29259 0.002
19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000
19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000
20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000
20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000
21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000
21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000
22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000
22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000
23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000
23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000
Total Rates: 0.022 0.026 0.048

TRICS 2012(a)v6.9.2 280312 B15.09 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 05/04/12
Page 7
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
Parameter summary
Trip rate parameter range selected:
3824 - 80066 (units: sqm)
Survey date date range: 01/01/00 - 29/11/10
Number of weekdays (Monday-Friday): 5
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 0

TRICS 2012(a)v6.9.2 280312 B15.09 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 05/04/12
Page 8
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
TRIP RATE for Land Use 02 - EMPLOYMENT/F - WAREHOUSING (COMMERCIAL)
MULTI-MODAL VEHICLE OCCUPANTS
Calculation factor: 100 sqm
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days GFA Rate Days GFA Rate Days GFA Rate
00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000
00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000
01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000
01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000
02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000
02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000
03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000
03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000
04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000
04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000
05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000
05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000
06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000
06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000
07:00 - 07:30 5 29259 0.040 5 29259 0.023 5 29259 0.063
07:30 - 08:00 5 29259 0.086 5 29259 0.042 5 29259 0.128
08:00 - 08:30 5 29259 0.089 5 29259 0.025 5 29259 0.114
08:30 - 09:00 5 29259 0.049 5 29259 0.034 5 29259 0.083
09:00 - 09:30 5 29259 0.066 5 29259 0.040 5 29259 0.106
09:30 - 10:00 5 29259 0.055 5 29259 0.035 5 29259 0.090
10:00 - 10:30 5 29259 0.037 5 29259 0.033 5 29259 0.070
10:30 - 11:00 5 29259 0.034 5 29259 0.029 5 29259 0.063
11:00 - 11:30 5 29259 0.027 5 29259 0.031 5 29259 0.058
11:30 - 12:00 5 29259 0.030 5 29259 0.021 5 29259 0.051
12:00 - 12:30 5 29259 0.037 5 29259 0.047 5 29259 0.084
12:30 - 13:00 5 29259 0.043 5 29259 0.036 5 29259 0.079
13:00 - 13:30 5 29259 0.067 5 29259 0.056 5 29259 0.123
13:30 - 14:00 5 29259 0.133 5 29259 0.065 5 29259 0.198
14:00 - 14:30 5 29259 0.044 5 29259 0.064 5 29259 0.108
14:30 - 15:00 5 29259 0.037 5 29259 0.055 5 29259 0.092
15:00 - 15:30 5 29259 0.031 5 29259 0.044 5 29259 0.075
15:30 - 16:00 5 29259 0.029 5 29259 0.046 5 29259 0.075
16:00 - 16:30 5 29259 0.042 5 29259 0.053 5 29259 0.095
16:30 - 17:00 5 29259 0.025 5 29259 0.066 5 29259 0.091
17:00 - 17:30 5 29259 0.023 5 29259 0.081 5 29259 0.104
17:30 - 18:00 5 29259 0.016 5 29259 0.047 5 29259 0.063
18:00 - 18:30 5 29259 0.018 5 29259 0.027 5 29259 0.045
18:30 - 19:00 5 29259 0.010 5 29259 0.021 5 29259 0.031
19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000
19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000
20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000
20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000
21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000
21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000
22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000
22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000
23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000
23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000
Total Rates: 1.068 1.021 2.089

TRICS 2012(a)v6.9.2 280312 B15.09 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 05/04/12
Page 9
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
Parameter summary
Trip rate parameter range selected:
3824 - 80066 (units: sqm)
Survey date date range: 01/01/00 - 29/11/10
Number of weekdays (Monday-Friday): 5
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 0

TRICS 2012(a)v6.9.2 280312 B15.09 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 05/04/12
Page 10
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
TRIP RATE for Land Use 02 - EMPLOYMENT/F - WAREHOUSING (COMMERCIAL)
MULTI-MODAL PEDESTRIANS
Calculation factor: 100 sqm
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days GFA Rate Days GFA Rate Days GFA Rate
00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000
00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000
01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000
01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000
02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000
02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000
03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000
03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000
04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000
04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000
05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000
05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000
06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000
06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000
07:00 - 07:30 5 29259 0.001 5 29259 0.000 5 29259 0.001
07:30 - 08:00 5 29259 0.005 5 29259 0.000 5 29259 0.005
08:00 - 08:30 5 29259 0.008 5 29259 0.002 5 29259 0.010
08:30 - 09:00 5 29259 0.001 5 29259 0.000 5 29259 0.001
09:00 - 09:30 5 29259 0.002 5 29259 0.001 5 29259 0.003
09:30 - 10:00 5 29259 0.010 5 29259 0.000 5 29259 0.010
10:00 - 10:30 5 29259 0.000 5 29259 0.002 5 29259 0.002
10:30 - 11:00 5 29259 0.001 5 29259 0.000 5 29259 0.001
11:00 - 11:30 5 29259 0.000 5 29259 0.000 5 29259 0.000
11:30 - 12:00 5 29259 0.001 5 29259 0.001 5 29259 0.002
12:00 - 12:30 5 29259 0.002 5 29259 0.001 5 29259 0.003
12:30 - 13:00 5 29259 0.005 5 29259 0.003 5 29259 0.008
13:00 - 13:30 5 29259 0.021 5 29259 0.018 5 29259 0.039
13:30 - 14:00 5 29259 0.008 5 29259 0.004 5 29259 0.012
14:00 - 14:30 5 29259 0.003 5 29259 0.011 5 29259 0.014
14:30 - 15:00 5 29259 0.000 5 29259 0.001 5 29259 0.001
15:00 - 15:30 5 29259 0.000 5 29259 0.002 5 29259 0.002
15:30 - 16:00 5 29259 0.002 5 29259 0.001 5 29259 0.003
16:00 - 16:30 5 29259 0.003 5 29259 0.003 5 29259 0.006
16:30 - 17:00 5 29259 0.001 5 29259 0.005 5 29259 0.006
17:00 - 17:30 5 29259 0.000 5 29259 0.007 5 29259 0.007
17:30 - 18:00 5 29259 0.000 5 29259 0.001 5 29259 0.001
18:00 - 18:30 5 29259 0.001 5 29259 0.004 5 29259 0.005
18:30 - 19:00 5 29259 0.001 5 29259 0.001 5 29259 0.002
19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000
19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000
20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000
20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000
21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000
21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000
22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000
22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000
23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000
23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000
Total Rates: 0.076 0.068 0.144

TRICS 2012(a)v6.9.2 280312 B15.09 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 05/04/12
Page 11
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
Parameter summary
Trip rate parameter range selected:
3824 - 80066 (units: sqm)
Survey date date range: 01/01/00 - 29/11/10
Number of weekdays (Monday-Friday): 5
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 0

TRICS 2012(a)v6.9.2 280312 B15.09 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 05/04/12
Page 12
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
TRIP RATE for Land Use 02 - EMPLOYMENT/F - WAREHOUSING (COMMERCIAL)
MULTI-MODAL PUBLIC TRANSPORT USERS
Calculation factor: 100 sqm
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days GFA Rate Days GFA Rate Days GFA Rate
00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000
00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000
01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000
01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000
02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000
02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000
03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000
03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000
04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000
04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000
05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000
05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000
06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000
06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000
07:00 - 07:30 5 29259 0.003 5 29259 0.000 5 29259 0.003
07:30 - 08:00 5 29259 0.004 5 29259 0.001 5 29259 0.005
08:00 - 08:30 5 29259 0.002 5 29259 0.000 5 29259 0.002
08:30 - 09:00 5 29259 0.001 5 29259 0.000 5 29259 0.001
09:00 - 09:30 5 29259 0.001 5 29259 0.001 5 29259 0.002
09:30 - 10:00 5 29259 0.002 5 29259 0.001 5 29259 0.003
10:00 - 10:30 5 29259 0.000 5 29259 0.000 5 29259 0.000
10:30 - 11:00 5 29259 0.000 5 29259 0.000 5 29259 0.000
11:00 - 11:30 5 29259 0.000 5 29259 0.000 5 29259 0.000
11:30 - 12:00 5 29259 0.000 5 29259 0.001 5 29259 0.001
12:00 - 12:30 5 29259 0.000 5 29259 0.000 5 29259 0.000
12:30 - 13:00 5 29259 0.002 5 29259 0.000 5 29259 0.002
13:00 - 13:30 5 29259 0.000 5 29259 0.000 5 29259 0.000
13:30 - 14:00 5 29259 0.001 5 29259 0.001 5 29259 0.002
14:00 - 14:30 5 29259 0.000 5 29259 0.001 5 29259 0.001
14:30 - 15:00 5 29259 0.000 5 29259 0.000 5 29259 0.000
15:00 - 15:30 5 29259 0.000 5 29259 0.001 5 29259 0.001
15:30 - 16:00 5 29259 0.000 5 29259 0.001 5 29259 0.001
16:00 - 16:30 5 29259 0.001 5 29259 0.003 5 29259 0.004
16:30 - 17:00 5 29259 0.000 5 29259 0.004 5 29259 0.004
17:00 - 17:30 5 29259 0.000 5 29259 0.001 5 29259 0.001
17:30 - 18:00 5 29259 0.000 5 29259 0.001 5 29259 0.001
18:00 - 18:30 5 29259 0.000 5 29259 0.002 5 29259 0.002
18:30 - 19:00 5 29259 0.000 5 29259 0.000 5 29259 0.000
19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000
19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000
20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000
20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000
21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000
21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000
22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000
22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000
23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000
23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000
Total Rates: 0.017 0.019 0.036

TRICS 2012(a)v6.9.2 280312 B15.09 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 05/04/12
Page 13
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
Parameter summary
Trip rate parameter range selected:
3824 - 80066 (units: sqm)
Survey date date range: 01/01/00 - 29/11/10
Number of weekdays (Monday-Friday): 5
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 0

TRICS 2012(a)v6.9.2 280312 B15.09 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 05/04/12
Page 14
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
TRIP RATE for Land Use 02 - EMPLOYMENT/F - WAREHOUSING (COMMERCIAL)
MULTI-MODAL TOTAL PEOPLE
Calculation factor: 100 sqm
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days GFA Rate Days GFA Rate Days GFA Rate
00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000
00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000
01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000
01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000
02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000
02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000
03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000
03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000
04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000
04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000
05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000
05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000
06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000
06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000
07:00 - 07:30 5 29259 0.046 5 29259 0.024 5 29259 0.070
07:30 - 08:00 5 29259 0.096 5 29259 0.043 5 29259 0.139
08:00 - 08:30 5 29259 0.099 5 29259 0.029 5 29259 0.128
08:30 - 09:00 5 29259 0.051 5 29259 0.034 5 29259 0.085
09:00 - 09:30 5 29259 0.069 5 29259 0.042 5 29259 0.111
09:30 - 10:00 5 29259 0.068 5 29259 0.036 5 29259 0.104
10:00 - 10:30 5 29259 0.037 5 29259 0.037 5 29259 0.074
10:30 - 11:00 5 29259 0.035 5 29259 0.029 5 29259 0.064
11:00 - 11:30 5 29259 0.027 5 29259 0.031 5 29259 0.058
11:30 - 12:00 5 29259 0.033 5 29259 0.026 5 29259 0.059
12:00 - 12:30 5 29259 0.039 5 29259 0.049 5 29259 0.088
12:30 - 13:00 5 29259 0.052 5 29259 0.039 5 29259 0.091
13:00 - 13:30 5 29259 0.091 5 29259 0.075 5 29259 0.166
13:30 - 14:00 5 29259 0.149 5 29259 0.078 5 29259 0.227
14:00 - 14:30 5 29259 0.048 5 29259 0.079 5 29259 0.127
14:30 - 15:00 5 29259 0.037 5 29259 0.056 5 29259 0.093
15:00 - 15:30 5 29259 0.031 5 29259 0.048 5 29259 0.079
15:30 - 16:00 5 29259 0.031 5 29259 0.049 5 29259 0.080
16:00 - 16:30 5 29259 0.047 5 29259 0.059 5 29259 0.106
16:30 - 17:00 5 29259 0.027 5 29259 0.077 5 29259 0.104
17:00 - 17:30 5 29259 0.023 5 29259 0.090 5 29259 0.113
17:30 - 18:00 5 29259 0.016 5 29259 0.049 5 29259 0.065
18:00 - 18:30 5 29259 0.019 5 29259 0.034 5 29259 0.053
18:30 - 19:00 5 29259 0.012 5 29259 0.023 5 29259 0.035
19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000
19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000
20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000
20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000
21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000
21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000
22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000
22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000
23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000
23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000
Total Rates: 1.183 1.136 2.319

TRICS 2012(a)v6.9.2 280312 B15.09 (C) 2012 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 05/04/12
Page 15
JUBB Consulting Engineers Excelsior Road, Western Avenue Cardiff Licence No: 829401
Parameter summary
Trip rate parameter range selected:
3824 - 80066 (units: sqm)
Survey date date range: 01/01/00 - 29/11/10
Number of weekdays (Monday-Friday): 5
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 0

Preliminary Transport Assessment
Proposed Business Park, Sidford
Appendix I
LINSIG Test at A375/A3052 Junction
Jubb Consulting Engineers Limited
C9687 TAR01_A June 2012

JUBLINSIG
JUBLINSIG
Project and User Details
Project: C9687 - Business Park, Sidford
Title:
Junction Capacity Tests
Location: A375 Sidford Road/A3052 Church Street Junction
File name: A3052-Sidford Rd.lsgx
Author: SR
Company: Jubb Consulting Engineers Ltd
Address: Alexander House, Excelsior Road, Western Avenue, Cardiff

JUBLINSIG
Lane Input Data
Arm/
Lane
Link
Num
Physical
Length
(PCU)
Expected
Usage
(PCU)
Sat
Flow
Type
User
Saturation
Flow
(PCU/Hr)
Lane
Width
(m)
Gradient Nearside
Lane
Allowed
Turns
Turning
Radius
(m)
1/1
(Church
Street
Lane 1)
Link 1
(Church
Street
Right
Ahead
Left)
Inf Inf Geom 1800 3.75 0.00 Y
Arm 5
Right
Arm 6
Ahead
Arm 7
Left
15.00
Inf
45.00
2/1
(Sidford
Road
Lane 1)
Link 1
(Sidford
Road
Ahead
Left
Right)
Inf Inf Geom 1800 3.50 0.00 Y
Arm 5
Ahead
Arm 6
Left
Arm 8
Right
Inf
10.00
50.00
3/1
(High
Street
Lane 1)
Link 1
(High
Street
Left
Right
Ahead)
Inf Inf Geom 1800 3.00 0.00 Y
Arm 5
Left
Arm 7
Right
Arm 8
Ahead
40.00
10.00
Inf
4/1
(School
Street
Lane 1)
Link 1
(School
Street
Right
Ahead
Left)
Inf Inf Geom 1800 3.50 0.00 Y
Arm 6
Right
Arm 7
Ahead
Arm 8
Left
45.00
Inf
10.00
5/1 Link 1 Inf Inf
6/1 Link 1 Inf Inf
7/1 Link 1 Inf Inf
8/1 Link 1 Inf Inf
Inf
(Exit)
Inf
(Exit)
Inf
(Exit)
Inf
(Exit)
1800 3.25 0.00 Y
1800 3.25 0.00 Y
1800 3.25 0.00 Y
1800 3.25 0.00 Y

JUBLINSIG
Link Input Data
Arm/
Link
Link Name
Link
Type
Num
Lanes
Phases
Start
Disp.
End
Disp.
1/1
2/1
Church Street Right Ahead
Left
Sidford Road Ahead Left
Right
O 1 B 2 3
U 1 C 2 3
3/1 High Street Left Right Ahead O 1 A 2 3
4/1
School Street Right Ahead
Left
U 1 D 2 3
5/1 U 1 2 3
6/1 U 1 2 3
7/1 U 1 2 3
8/1 U 1 2 3

JUBLINSIG
Give-Way Link Input Data
Arm/
Link
Link Name Movement
Max Flow
when Giving
Way (PCU/Hr)
Opposing
Link
Opp.
Link
Coeff.
Opp.
Mvmnts.
Right Turn
Storage
(PCU)
Non-Blocking
Storage (PCU)
RTF
Right
Turn
Move up
time (s)
Max Turns in
Intergreen
(PCU)
1/1
3/1
Church
Street Right
Ahead Left
High Street
Left Right
Ahead
1/1 to 5/1 1439 3/1 1.09 3/1 1.00 1.00 0.50 1 2.00
3/1 to 7/1 1439 1/1 1.09 1/1 1.00 1.00 0.50 1 2.00

JUBLINSIG
Phase Input Data
Phase Name Phase type Assoc Phase Street Min Cont Min
A Traffic 7 7
B Traffic 7 7
C Traffic 7 7
D Traffic 7 7
Phase Intergreens Matrix
Terminating
Phase
Starting Phase
A B C D
A - - 5 9
B - - 9 5
C 5 5 - 9
D 5 5 9 -
Stages Diagram
1 Min >= 0
2 Min >= 7
3 Min >= 0 4 Min >= 7
D
D
D
D
A
A
A
A
B
B
B
B
C
C
C
C

JUBLINSIG
Scenario 1: 'Scenario 1'
Staging Plan 1: 'Staging Plan No. 1'
Flow Group 1: 'Year 2012 Baseline AM Peak'
Junction Layout Diagram
Traffic Flow Groups
Flow Group
Start Time End Time Duration Formula
1: 'Year 2012 Baseline AM Peak' 08:00 09:00 01:00
Traffic Flow Matrix
Desired Flow :
Destination
A B C D Tot.
A 0 105 172 28 305
Origin
B 96 0 79 108 283
C 203 56 0 67 326
D 38 176 45 0 259
Tot. 337 337 296 203 1173

JUBLINSIG
Stage Timings
Stage 1 2 3 4
Duration 15 21 7 19
Change Point 0 20 50 62
Phase Delays
Term. Stage Start Stage Phase Type Value Cont value
1 2 A Losing 4 4
3 4 B Losing 4 4

JUBLINSIG
Link Results
Link
Num
Link
Desc
Link Type
Stage
Stream
Position
In
Filtered
Route
Full
Phase
Arrow
Phase
Num
Greens
Total
Green
(s)
Start
Green
(s)
End
Green
(s)
Arrow
Green
(s)
Demand
Flow
(pcu)
Max Sat
Flow
(pcu/Hr)
Ave Sat
Flow
(pcu/Hr)
Capacity
(pcu)
Deg Sat
(%)
Entering
(pcu)
Leaving
(pcu)
1/1
2/1
3/1
4/1
Church
Street
Right
Ahead
Left
Sidford
Road
Ahead
Left
Right
High
Street
Left
Right
Ahead
School
Street
Right
Ahead
Left
O N/A N/A B 2 26 5 20 - 305 1950 1938 603 50.6 305 305
U N/A N/A C 1 21 29 50 - 283 1868 1868 457 62.0 283 283
O N/A N/A A 2 26 5 24 - 326 1853 1834 570 57.1 326 326
U N/A N/A D 1 19 71 0 - 259 1912 1912 425 61.0 259 259
Link
Num
Turners
In Gaps
(pcu)
Turners
When
Unopposed
(pcu)
Turners In
Intergreen
(pcu)
Uniform
Delay
(pcuHr)
Rand +
Oversat
Delay
(pcuHr)
Storage
Area
Uniform
Delay
(pcuHr)
Total
Delay
(pcuHr)
Av.
Delay
Per
Veh
(s/pcu)
Back of
Uniform
Q At End
of
Red(pcu)
Max.
Back of
Uniform
Queue
(pcu)
Rand +
Oversat
Queue
(pcu)
Mean
Max
Queue
(pcu)
De-sliver
Threshold
(pcu)
Average
Excess
Queue
(pcu)
Weighted
Deg Sat
(%)
Weighted
Total
Delay
(pcuHr)
Ignoring
Random
Delay ?
1/1 27 1 0 1.1 0.5 0.0 1.6 19.3 2.7 3.4 0.5 3.9 - 0.00 50.6 1.6 -
2/1 - - - 2.4 0.8 - 3.2 40.6 5.2 6.3 0.8 7.1 - 0.00 62.0 3.2 -
3/1 54 1 1 1.2 0.7 0.1 1.9 20.9 2.7 3.4 0.7 4.1 - 0.00 57.1 1.9 -
4/1 - - - 2.3 0.8 - 3.0 42.2 4.9 5.8 0.8 6.5 - 0.00 61.0 3.0 -
PRC for Signalled Links (%): 45.2 Total Delay for Signalled Links (pcuHr): 9.76
PRC Over All Links (%): 45.2 Total Delay Over All Links(pcuHr): 9.76 Cycle Time (s): 90

JUBLINSIG
Scenario 2: 'Scenario 2'
Staging Plan 1: 'Staging Plan No. 1'
Flow Group 2: 'Year 2012 Baseline PM Peak'
Junction Layout Diagram
Traffic Flow Groups
Flow Group
Start Time End Time Duration Formula
2: 'Year 2012 Baseline PM Peak' 16:30 17:30 01:00
Traffic Flow Matrix
Desired Flow :
Destination
A B C D Tot.
A 0 94 227 39 360
Origin
B 108 0 39 154 301
C 238 67 0 80 385
D 21 89 60 0 170
Tot. 367 250 326 273 1216

JUBLINSIG
Stage Timings
Stage 1 2 3 4
Duration 19 22 8 13
Change Point 0 24 55 68
Phase Delays
Term. Stage Start Stage Phase Type Value Cont value
1 2 A Losing 4 4
3 4 B Losing 4 4

JUBLINSIG
Link Results
Link
Num
Link
Desc
Link Type
Stage
Stream
Position
In
Filtered
Route
Full
Phase
Arrow
Phase
Num
Greens
Total
Green
(s)
Start
Green
(s)
End
Green
(s)
Arrow
Green
(s)
Demand
Flow
(pcu)
Max Sat
Flow
(pcu/Hr)
Ave Sat
Flow
(pcu/Hr)
Capacity
(pcu)
Deg Sat
(%)
Entering
(pcu)
Leaving
(pcu)
1/1
2/1
3/1
4/1
Church
Street
Right
Ahead
Left
Sidford
Road
Ahead
Left
Right
High
Street
Left
Right
Ahead
School
Street
Right
Ahead
Left
O N/A N/A B 2 31 5 24 - 360 1952 1931 708 50.8 360 360
U N/A N/A C 1 22 33 55 - 301 1907 1907 487 61.8 301 301
O N/A N/A A 2 31 5 28 - 385 1852 1828 670 57.4 385 385
U N/A N/A D 1 13 77 0 - 170 1907 1907 297 57.3 170 170
Link
Num
Turners
In Gaps
(pcu)
Turners
When
Unopposed
(pcu)
Turners In
Intergreen
(pcu)
Uniform
Delay
(pcuHr)
Rand +
Oversat
Delay
(pcuHr)
Storage
Area
Uniform
Delay
(pcuHr)
Total
Delay
(pcuHr)
Av.
Delay
Per
Veh
(s/pcu)
Back of
Uniform
Q At End
of
Red(pcu)
Max.
Back of
Uniform
Queue
(pcu)
Rand +
Oversat
Queue
(pcu)
Mean
Max
Queue
(pcu)
De-sliver
Threshold
(pcu)
Average
Excess
Queue
(pcu)
Weighted
Deg Sat
(%)
Weighted
Total
Delay
(pcuHr)
Ignoring
Random
Delay ?
1/1 27 12 0 1.2 0.5 0.1 1.7 17.4 3.3 4.2 0.5 4.7 - 0.00 50.8 1.7 -
2/1 - - - 2.5 0.8 - 3.3 39.2 5.4 6.6 0.8 7.4 - 0.00 61.8 3.3 -
3/1 65 1 1 1.2 0.7 0.1 2.0 18.5 3.1 4.2 0.7 4.8 - 0.00 57.4 2.0 -
4/1 - - - 1.7 0.7 - 2.3 49.3 3.5 3.9 0.7 4.6 - 0.00 57.3 2.3 -
PRC for Signalled Links (%): 45.7 Total Delay for Signalled Links (pcuHr): 9.32
PRC Over All Links (%): 45.7 Total Delay Over All Links(pcuHr): 9.32 Cycle Time (s): 90

JUBLINSIG
Scenario 3: 'Scenario 3'
Staging Plan 1: 'Staging Plan No. 1'
Flow Group 5: 'Year 2019 AM Peak Baseline Traffic'
Junction Layout Diagram
Traffic Flow Groups
Flow Group Start Time End Time Duration Formula
5: 'Year 2019 AM Peak Baseline Traffic' 08:00 09:00 01:00 1.1085*F1
Traffic Flow Matrix
Desired Flow :
Destination
A B C D Tot.
A 0 116 191 31 338
Origin
B 106 0 88 120 314
C 225 62 0 74 361
D 42 195 50 0 287
Tot. 374 374 328 225 1300

JUBLINSIG
Stage Timings
Stage 1 2 3 4
Duration 7 21 15 19
Change Point 0 12 42 62
Phase Delays
Term. Stage Start Stage Phase Type Value Cont value
1 2 A Losing 4 4
3 4 B Losing 4 4

JUBLINSIG
Link Results
Link
Num
Link
Desc
Link Type
Stage
Stream
Position
In
Filtered
Route
Full
Phase
Arrow
Phase
Num
Greens
Total
Green
(s)
Start
Green
(s)
End
Green
(s)
Arrow
Green
(s)
Demand
Flow
(pcu)
Max Sat
Flow
(pcu/Hr)
Ave Sat
Flow
(pcu/Hr)
Capacity
(pcu)
Deg Sat
(%)
Entering
(pcu)
Leaving
(pcu)
1/1
2/1
3/1
4/1
Church
Street
Right
Ahead
Left
Sidford
Road
Ahead
Left
Right
High
Street
Left
Right
Ahead
School
Street
Right
Ahead
Left
O N/A N/A B 2 26 5 12 - 338 1950 1946 605 55.9 338 338
U N/A N/A C 1 21 21 42 - 314 1868 1868 457 68.7 314 314
O N/A N/A A 2 26 5 16 - 361 1853 1786 556 65.0 361 361
U N/A N/A D 1 19 71 0 - 287 1912 1912 425 67.6 287 287
Link
Num
Turners
In Gaps
(pcu)
Turners
When
Unopposed
(pcu)
Turners In
Intergreen
(pcu)
Uniform
Delay
(pcuHr)
Rand +
Oversat
Delay
(pcuHr)
Storage
Area
Uniform
Delay
(pcuHr)
Total
Delay
(pcuHr)
Av.
Delay
Per
Veh
(s/pcu)
Back of
Uniform
Q At End
of
Red(pcu)
Max.
Back of
Uniform
Queue
(pcu)
Rand +
Oversat
Queue
(pcu)
Mean
Max
Queue
(pcu)
De-sliver
Threshold
(pcu)
Average
Excess
Queue
(pcu)
Weighted
Deg Sat
(%)
Weighted
Total
Delay
(pcuHr)
Ignoring
Random
Delay ?
1/1 30 1 0 1.2 0.6 0.1 1.9 20.3 3.0 3.9 0.6 4.5 - 0.00 55.9 1.9 -
2/1 - - - 2.7 1.1 - 3.8 43.3 5.8 7.1 1.1 8.1 - 0.00 68.7 3.8 -
3/1 56 5 1 1.3 0.9 0.1 2.3 23.2 3.0 3.9 0.9 4.8 - 0.00 65.0 2.3 -
4/1 - - - 2.6 1.0 - 3.6 44.9 5.4 6.5 1.0 7.6 - 0.00 67.6 3.6 -
PRC for Signalled Links (%): 31.0 Total Delay for Signalled Links (pcuHr): 11.59
PRC Over All Links (%): 31.0 Total Delay Over All Links(pcuHr): 11.59 Cycle Time (s): 90

JUBLINSIG
Scenario 4: 'Scenario 4'
Staging Plan 1: 'Staging Plan No. 1'
Flow Group 6: 'Year 2019 PM Peak Baseline Traffic'
Junction Layout Diagram
Traffic Flow Groups
Flow Group Start Time End Time Duration Formula
6: 'Year 2019 PM Peak Baseline Traffic' 16:30 17:30 01:00 1.1133*F2
Traffic Flow Matrix
Desired Flow :
Destination
A B C D Tot.
A 0 105 253 43 401
Origin
B 120 0 43 171 335
C 265 75 0 89 429
D 23 99 67 0 189
Tot. 409 278 363 304 1354

JUBLINSIG
Stage Timings
Stage 1 2 3 4
Duration 18 22 9 13
Change Point 0 23 54 68
Phase Delays
Term. Stage Start Stage Phase Type Value Cont value
1 2 A Losing 4 4
3 4 B Losing 4 4

JUBLINSIG
Link Results
Link
Num
Link
Desc
Link Type
Stage
Stream
Position
In
Filtered
Route
Full
Phase
Arrow
Phase
Num
Greens
Total
Green
(s)
Start
Green
(s)
End
Green
(s)
Arrow
Green
(s)
Demand
Flow
(pcu)
Max Sat
Flow
(pcu/Hr)
Ave Sat
Flow
(pcu/Hr)
Capacity
(pcu)
Deg Sat
(%)
Entering
(pcu)
Leaving
(pcu)
1/1
2/1
3/1
4/1
Church
Street
Right
Ahead
Left
Sidford
Road
Ahead
Left
Right
High
Street
Left
Right
Ahead
School
Street
Right
Ahead
Left
O N/A N/A B 2 31 5 23 - 401 1952 1887 692 57.9 401 401
U N/A N/A C 1 22 32 54 - 335 1907 1907 487 68.8 335 335
O N/A N/A A 2 31 5 27 - 429 1852 1799 659 65.0 429 429
U N/A N/A D 1 13 77 0 - 189 1907 1907 297 63.8 189 189
Link
Num
Turners
In Gaps
(pcu)
Turners
When
Unopposed
(pcu)
Turners In
Intergreen
(pcu)
Uniform
Delay
(pcuHr)
Rand +
Oversat
Delay
(pcuHr)
Storage
Area
Uniform
Delay
(pcuHr)
Total
Delay
(pcuHr)
Av.
Delay
Per
Veh
(s/pcu)
Back of
Uniform
Q At End
of
Red(pcu)
Max.
Back of
Uniform
Queue
(pcu)
Rand +
Oversat
Queue
(pcu)
Mean
Max
Queue
(pcu)
De-sliver
Threshold
(pcu)
Average
Excess
Queue
(pcu)
Weighted
Deg Sat
(%)
Weighted
Total
Delay
(pcuHr)
Ignoring
Random
Delay ?
1/1 23 20 0 1.3 0.7 0.1 2.1 18.8 3.7 4.9 0.7 5.6 - 0.00 57.9 2.1 -
2/1 - - - 2.8 1.1 - 3.9 41.9 6.1 7.5 1.1 8.6 - 0.00 68.8 3.9 -
3/1 72 2 1 1.4 0.9 0.1 2.4 20.4 3.5 4.8 0.9 5.7 - 0.00 65.0 2.4 -
4/1 - - - 1.9 0.9 - 2.7 52.1 3.9 4.4 0.9 5.3 - 0.00 63.8 2.7 -
PRC for Signalled Links (%): 30.9 Total Delay for Signalled Links (pcuHr): 11.17
PRC Over All Links (%): 30.9 Total Delay Over All Links(pcuHr): 11.17 Cycle Time (s): 90

JUBLINSIG
Scenario 5: 'Scenario 5'
Staging Plan 1: 'Staging Plan No. 1'
Flow Group 7: 'Year 2019 AM Peak + Dev'
Junction Layout Diagram
Traffic Flow Groups
Flow Group
Start Time End Time Duration Formula
7: 'Year 2019 AM Peak + Dev' 08:00 09:00 01:00 F5 + F3
Traffic Flow Matrix
Desired Flow :
Destination
A B C D Tot.
A 0 116 191 103 410
Origin
B 106 0 88 188 382
C 225 62 0 151 438
D 53 206 60 0 319
Tot. 385 385 338 442 1549

JUBLINSIG
Stage Timings
Stage 1 2 3 4
Duration 7 20 18 17
Change Point 0 12 41 64
Phase Delays
Term. Stage Start Stage Phase Type Value Cont value
1 2 A Losing 4 4
3 4 B Losing 4 4

JUBLINSIG
Link Results
Link
Num
Link
Desc
Link Type
Stage
Stream
Position
In
Filtered
Route
Full
Phase
Arrow
Phase
Num
Greens
Total
Green
(s)
Start
Green
(s)
End
Green
(s)
Arrow
Green
(s)
Demand
Flow
(pcu)
Max Sat
Flow
(pcu/Hr)
Ave Sat
Flow
(pcu/Hr)
Capacity
(pcu)
Deg Sat
(%)
Entering
(pcu)
Leaving
(pcu)
1/1
2/1
3/1
4/1
Church
Street
Right
Ahead
Left
Sidford
Road
Ahead
Left
Right
High
Street
Left
Right
Ahead
School
Street
Right
Ahead
Left
O N/A N/A B 2 29 5 12 - 410 1923 1508 519 79.0 410 410
U N/A N/A C 1 20 21 41 - 382 1884 1884 440 86.8 382 382
O N/A N/A A 2 29 5 16 - 438 1852 1834 632 69.4 438 438
U N/A N/A D 1 17 73 0 - 319 1905 1905 381 83.8 319 319
Link
Num
Turners
In Gaps
(pcu)
Turners
When
Unopposed
(pcu)
Turners In
Intergreen
(pcu)
Uniform
Delay
(pcuHr)
Rand +
Oversat
Delay
(pcuHr)
Storage
Area
Uniform
Delay
(pcuHr)
Total
Delay
(pcuHr)
Av.
Delay
Per
Veh
(s/pcu)
Back of
Uniform
Q At End
of
Red(pcu)
Max.
Back of
Uniform
Queue
(pcu)
Rand +
Oversat
Queue
(pcu)
Mean
Max
Queue
(pcu)
De-sliver
Threshold
(pcu)
Average
Excess
Queue
(pcu)
Weighted
Deg Sat
(%)
Weighted
Total
Delay
(pcuHr)
Ignoring
Random
Delay ?
1/1 71 2 30 1.5 1.8 0.2 3.6 31.3 3.6 5.6 1.8 7.4 - 0.00 79.0 3.6 -
2/1 - - - 3.5 3.0 - 6.5 61.4 7.1 9.1 3.0 12.1 - 0.00 86.8 6.5 -
3/1 44 18 1 1.5 1.1 0.1 2.7 22.4 3.4 4.7 1.1 5.9 - 0.00 69.4 2.7 -
4/1 - - - 3.1 2.4 - 5.5 61.6 6.2 7.6 2.4 10.0 - 0.00 83.8 5.5 -
PRC for Signalled Links (%): 3.7 Total Delay for Signalled Links (pcuHr): 18.27
PRC Over All Links (%): 3.7 Total Delay Over All Links(pcuHr): 18.27 Cycle Time (s): 90

JUBLINSIG
Scenario 6: 'Scenario 6'
Staging Plan 1: 'Staging Plan No. 1'
Flow Group 8: ' Year 2019 PM Peak + Dev'
Junction Layout Diagram
Traffic Flow Groups
Flow Group
Start Time End Time Duration Formula
8: ' Year 2019 PM Peak + Dev' 16:30 17:30 01:00 F6 + F4
Traffic Flow Matrix
Desired Flow :
Destination
A B C D Tot.
A 0 105 253 51 409
Origin
B 120 0 43 178 342
C 265 75 0 98 438
D 95 149 133 0 377
Tot. 481 328 429 328 1566

JUBLINSIG
Stage Timings
Stage 1 2 3 4
Duration 10 18 13 21
Change Point 0 15 42 60
Phase Delays
Term. Stage Start Stage Phase Type Value Cont value
1 2 A Losing 4 4
3 4 B Losing 4 4

JUBLINSIG
Link Results
Link
Num
Link
Desc
Link Type
Stage
Stream
Position
In
Filtered
Route
Full
Phase
Arrow
Phase
Num
Greens
Total
Green
(s)
Start
Green
(s)
End
Green
(s)
Arrow
Green
(s)
Demand
Flow
(pcu)
Max Sat
Flow
(pcu/Hr)
Ave Sat
Flow
(pcu/Hr)
Capacity
(pcu)
Deg Sat
(%)
Entering
(pcu)
Leaving
(pcu)
1/1
2/1
3/1
4/1
Church
Street
Right
Ahead
Left
Sidford
Road
Ahead
Left
Right
High
Street
Left
Right
Ahead
School
Street
Right
Ahead
Left
O N/A N/A B 2 27 5 15 - 409 1949 1910 615 66.4 409 409
U N/A N/A C 1 18 24 42 - 342 1909 1909 403 84.9 342 342
O N/A N/A A 2 27 5 19 - 438 1852 1691 545 80.3 438 438
U N/A N/A D 1 21 69 0 - 377 1872 1872 458 82.4 377 377
Link
Num
Turners
In Gaps
(pcu)
Turners
When
Unopposed
(pcu)
Turners In
Intergreen
(pcu)
Uniform
Delay
(pcuHr)
Rand +
Oversat
Delay
(pcuHr)
Storage
Area
Uniform
Delay
(pcuHr)
Total
Delay
(pcuHr)
Av.
Delay
Per
Veh
(s/pcu)
Back of
Uniform
Q At End
of
Red(pcu)
Max.
Back of
Uniform
Queue
(pcu)
Rand +
Oversat
Queue
(pcu)
Mean
Max
Queue
(pcu)
De-sliver
Threshold
(pcu)
Average
Excess
Queue
(pcu)
Weighted
Deg Sat
(%)
Weighted
Total
Delay
(pcuHr)
Ignoring
Random
Delay ?
1/1 47 1 3 1.5 1.0 0.1 2.6 22.6 3.3 4.4 1.0 5.4 - 0.00 66.4 2.6 -
2/1 - - - 3.2 2.6 - 5.8 61.4 6.6 8.2 2.6 10.8 - 0.00 84.9 5.8 -
3/1 69 5 1 1.7 2.0 0.1 3.8 30.9 3.9 5.6 2.0 7.6 - 0.00 80.3 3.8 -
4/1 - - - 3.4 2.2 - 5.6 53.4 6.9 8.9 2.2 11.1 - 0.00 82.4 5.6 -
PRC for Signalled Links (%): 6.0 Total Delay for Signalled Links (pcuHr): 17.76
PRC Over All Links (%): 6.0 Total Delay Over All Links(pcuHr): 17.76 Cycle Time (s): 90

JUBLINSIG
Scenario 7: 'Scenario 7'
Staging Plan 1: 'Staging Plan No. 1'
Flow Group 9: 'Year 2014 AM Peak Baseline Traffic'
Junction Layout Diagram
Traffic Flow Groups
Flow Group Start Time End Time Duration Formula
9: 'Year 2014 AM Peak Baseline Traffic' 08:00 09:00 01:00 1.0162*F1
Traffic Flow Matrix
Desired Flow :
Destination
A B C D Tot.
A 0 107 175 28 310
Origin
B 98 0 80 110 288
C 206 57 0 68 331
D 39 179 46 0 263
Tot. 342 342 301 206 1192

JUBLINSIG
Stage Timings
Stage 1 2 3 4
Duration 15 21 7 19
Change Point 0 20 50 62
Phase Delays
Term. Stage Start Stage Phase Type Value Cont value
1 2 A Losing 4 4
3 4 B Losing 4 4

JUBLINSIG
Link Results
Link
Num
Link
Desc
Link Type
Stage
Stream
Position
In
Filtered
Route
Full
Phase
Arrow
Phase
Num
Greens
Total
Green
(s)
Start
Green
(s)
End
Green
(s)
Arrow
Green
(s)
Demand
Flow
(pcu)
Max Sat
Flow
(pcu/Hr)
Ave Sat
Flow
(pcu/Hr)
Capacity
(pcu)
Deg Sat
(%)
Entering
(pcu)
Leaving
(pcu)
1/1
2/1
3/1
4/1
Church
Street
Right
Ahead
Left
Sidford
Road
Ahead
Left
Right
High
Street
Left
Right
Ahead
School
Street
Right
Ahead
Left
O N/A N/A B 2 26 5 20 - 310 1950 1939 603 51.4 310 310
U N/A N/A C 1 21 29 50 - 288 1868 1868 457 63.0 288 288
O N/A N/A A 2 26 5 24 - 331 1853 1834 570 58.1 331 331
U N/A N/A D 1 19 71 0 - 263 1912 1912 425 61.9 263 263
Link
Num
Turners
In Gaps
(pcu)
Turners
When
Unopposed
(pcu)
Turners In
Intergreen
(pcu)
Uniform
Delay
(pcuHr)
Rand +
Oversat
Delay
(pcuHr)
Storage
Area
Uniform
Delay
(pcuHr)
Total
Delay
(pcuHr)
Av.
Delay
Per
Veh
(s/pcu)
Back of
Uniform
Q At End
of
Red(pcu)
Max.
Back of
Uniform
Queue
(pcu)
Rand +
Oversat
Queue
(pcu)
Mean
Max
Queue
(pcu)
De-sliver
Threshold
(pcu)
Average
Excess
Queue
(pcu)
Weighted
Deg Sat
(%)
Weighted
Total
Delay
(pcuHr)
Ignoring
Random
Delay ?
1/1 28 1 0 1.1 0.5 0.0 1.7 19.4 2.8 3.4 0.5 4.0 - 0.00 51.4 1.7 -
2/1 - - - 2.4 0.8 - 3.3 40.9 5.3 6.4 0.8 7.2 - 0.00 63.0 3.3 -
3/1 55 1 1 1.2 0.7 0.1 1.9 21.2 2.8 3.5 0.7 4.2 - 0.00 58.1 1.9 -
4/1 - - - 2.3 0.8 - 3.1 42.6 5.0 5.9 0.8 6.7 - 0.00 61.9 3.1 -
PRC for Signalled Links (%): 42.9 Total Delay for Signalled Links (pcuHr): 10.00
PRC Over All Links (%): 42.9 Total Delay Over All Links(pcuHr): 10.00 Cycle Time (s): 90

JUBLINSIG
Scenario 8: 'Scenario 8'
Staging Plan 1: 'Staging Plan No. 1'
Flow Group 10: 'Year 2014 PM Peak Baseline Traffic'
Junction Layout Diagram
Traffic Flow Groups
Flow Group Start Time End Time Duration Formula
10: 'Year 2014 PM Peak Baseline Traffic' 16:30 17:30 01:00 1.0172*F2
Traffic Flow Matrix
Desired Flow :
Destination
A B C D Tot.
A 0 96 231 40 366
Origin
B 110 0 40 157 306
C 242 68 0 81 392
D 21 91 61 0 173
Tot. 373 254 332 278 1237

JUBLINSIG
Stage Timings
Stage 1 2 3 4
Duration 19 22 8 13
Change Point 0 24 55 68
Phase Delays
Term. Stage Start Stage Phase Type Value Cont value
1 2 A Losing 4 4
3 4 B Losing 4 4

JUBLINSIG
Link Results
Link
Num
Link
Desc
Link Type
Stage
Stream
Position
In
Filtered
Route
Full
Phase
Arrow
Phase
Num
Greens
Total
Green
(s)
Start
Green
(s)
End
Green
(s)
Arrow
Green
(s)
Demand
Flow
(pcu)
Max Sat
Flow
(pcu/Hr)
Ave Sat
Flow
(pcu/Hr)
Capacity
(pcu)
Deg Sat
(%)
Entering
(pcu)
Leaving
(pcu)
1/1
2/1
3/1
4/1
Church
Street
Right
Ahead
Left
Sidford
Road
Ahead
Left
Right
High
Street
Left
Right
Ahead
School
Street
Right
Ahead
Left
O N/A N/A B 2 31 5 24 - 366 1952 1932 708 51.7 366 366
U N/A N/A C 1 22 33 55 - 306 1907 1907 487 62.8 306 306
O N/A N/A A 2 31 5 28 - 392 1852 1828 670 58.4 392 392
U N/A N/A D 1 13 77 0 - 173 1907 1907 297 58.3 173 173
Link
Num
Turners
In Gaps
(pcu)
Turners
When
Unopposed
(pcu)
Turners In
Intergreen
(pcu)
Uniform
Delay
(pcuHr)
Rand +
Oversat
Delay
(pcuHr)
Storage
Area
Uniform
Delay
(pcuHr)
Total
Delay
(pcuHr)
Av.
Delay
Per
Veh
(s/pcu)
Back of
Uniform
Q At End
of
Red(pcu)
Max.
Back of
Uniform
Queue
(pcu)
Rand +
Oversat
Queue
(pcu)
Mean
Max
Queue
(pcu)
De-sliver
Threshold
(pcu)
Average
Excess
Queue
(pcu)
Weighted
Deg Sat
(%)
Weighted
Total
Delay
(pcuHr)
Ignoring
Random
Delay ?
1/1 25 15 0 1.2 0.5 0.1 1.8 17.5 3.4 4.4 0.5 4.9 - 0.00 51.7 1.8 -
2/1 - - - 2.5 0.8 - 3.4 39.6 5.5 6.7 0.8 7.6 - 0.00 62.8 3.4 -
3/1 66 2 1 1.3 0.7 0.1 2.0 18.7 3.2 4.2 0.7 4.9 - 0.00 58.4 2.0 -
4/1 - - - 1.7 0.7 - 2.4 49.7 3.6 4.0 0.7 4.7 - 0.00 58.3 2.4 -
PRC for Signalled Links (%): 43.3 Total Delay for Signalled Links (pcuHr): 9.57
PRC Over All Links (%): 43.3 Total Delay Over All Links(pcuHr): 9.57 Cycle Time (s): 90

JUBLINSIG
Scenario 9: 'Scenario 9'
Staging Plan 1: 'Staging Plan No. 1'
Flow Group 11: 'Year 2014 AM Peak + Dev'
Junction Layout Diagram
Traffic Flow Groups
Flow Group
Start Time End Time Duration Formula
11: 'Year 2014 AM Peak + Dev' 08:00 09:00 01:00 F9 + F3
Traffic Flow Matrix
Desired Flow :
Destination
A B C D Tot.
A 0 107 175 100 382
Origin
B 98 0 80 178 356
C 206 57 0 145 408
D 50 190 56 0 295
Tot. 353 353 311 423 1441

JUBLINSIG
Stage Timings
Stage 1 2 3 4
Duration 20 19 7 16
Change Point 0 25 53 65
Phase Delays
Term. Stage Start Stage Phase Type Value Cont value
1 2 A Losing 4 4
3 4 B Losing 4 4

JUBLINSIG
Link Results
Link
Num
Link
Desc
Link Type
Stage
Stream
Position
In
Filtered
Route
Full
Phase
Arrow
Phase
Num
Greens
Total
Green
(s)
Start
Green
(s)
End
Green
(s)
Arrow
Green
(s)
Demand
Flow
(pcu)
Max Sat
Flow
(pcu/Hr)
Ave Sat
Flow
(pcu/Hr)
Capacity
(pcu)
Deg Sat
(%)
Entering
(pcu)
Leaving
(pcu)
1/1
2/1
3/1
4/1
Church
Street
Right
Ahead
Left
Sidford
Road
Ahead
Left
Right
High
Street
Left
Right
Ahead
School
Street
Right
Ahead
Left
O N/A N/A B 2 31 5 25 - 382 1922 1354 497 76.9 382 382
U N/A N/A C 1 19 34 53 - 356 1886 1886 419 84.8 356 356
O N/A N/A A 2 31 5 29 - 408 1852 1837 674 60.6 408 408
U N/A N/A D 1 16 74 0 - 295 1905 1905 360 82.0 295 295
Link
Num
Turners
In Gaps
(pcu)
Turners
When
Unopposed
(pcu)
Turners In
Intergreen
(pcu)
Uniform
Delay
(pcuHr)
Rand +
Oversat
Delay
(pcuHr)
Storage
Area
Uniform
Delay
(pcuHr)
Total
Delay
(pcuHr)
Av.
Delay
Per
Veh
(s/pcu)
Back of
Uniform
Q At End
of
Red(pcu)
Max.
Back of
Uniform
Queue
(pcu)
Rand +
Oversat
Queue
(pcu)
Mean
Max
Queue
(pcu)
De-sliver
Threshold
(pcu)
Average
Excess
Queue
(pcu)
Weighted
Deg Sat
(%)
Weighted
Total
Delay
(pcuHr)
Ignoring
Random
Delay ?
1/1 54 41 6 1.3 1.6 0.2 3.1 29.6 3.2 4.7 1.6 6.3 - 0.00 76.9 3.1 -
2/1 - - - 3.3 2.6 - 5.9 59.8 6.7 8.5 2.6 11.1 - 0.00 84.8 5.9 -
3/1 55 1 1 1.3 0.8 0.1 2.2 19.0 3.1 4.2 0.8 5.0 - 0.00 60.6 2.2 -
4/1 - - - 2.9 2.1 - 5.0 61.2 5.8 7.1 2.1 9.2 - 0.00 82.0 5.0 -
PRC for Signalled Links (%): 6.1 Total Delay for Signalled Links (pcuHr): 16.21
PRC Over All Links (%): 6.1 Total Delay Over All Links(pcuHr): 16.21 Cycle Time (s): 90

JUBLINSIG
Scenario 10: 'Scenario 10'
Staging Plan 1: 'Staging Plan No. 1'
Flow Group 12: 'Year 2014 PM Peak + Dev'
Junction Layout Diagram
Traffic Flow Groups
Flow Group
Start Time End Time Duration Formula
12: 'Year 2014 PM Peak + Dev' 16:30 17:30 01:00 F10 + F4
Traffic Flow Matrix
Desired Flow :
Destination
A B C D Tot.
A 0 96 231 48 374
Origin
B 110 0 40 164 313
C 242 68 0 90 401
D 93 141 127 0 361
Tot. 445 304 398 302 1449

JUBLINSIG
Stage Timings
Stage 1 2 3 4
Duration 10 19 12 21
Change Point 0 15 43 60
Phase Delays
Term. Stage Start Stage Phase Type Value Cont value
1 2 A Losing 4 4
3 4 B Losing 4 4

JUBLINSIG
Link Results
Link
Num
Link
Desc
Link Type
Stage
Stream
Position
In
Filtered
Route
Full
Phase
Arrow
Phase
Num
Greens
Total
Green
(s)
Start
Green
(s)
End
Green
(s)
Arrow
Green
(s)
Demand
Flow
(pcu)
Max Sat
Flow
(pcu/Hr)
Ave Sat
Flow
(pcu/Hr)
Capacity
(pcu)
Deg Sat
(%)
Entering
(pcu)
Leaving
(pcu)
1/1
2/1
3/1
4/1
Church
Street
Right
Ahead
Left
Sidford
Road
Ahead
Left
Right
High
Street
Left
Right
Ahead
School
Street
Right
Ahead
Left
O N/A N/A B 2 26 5 15 - 374 1949 1907 593 63.1 374 374
U N/A N/A C 1 19 24 43 - 313 1909 1909 424 73.8 313 313
O N/A N/A A 2 26 5 19 - 401 1852 1731 538 74.4 401 401
U N/A N/A D 1 21 69 0 - 361 1870 1870 457 79.0 361 361
Link
Num
Turners
In Gaps
(pcu)
Turners
When
Unopposed
(pcu)
Turners In
Intergreen
(pcu)
Uniform
Delay
(pcuHr)
Rand +
Oversat
Delay
(pcuHr)
Storage
Area
Uniform
Delay
(pcuHr)
Total
Delay
(pcuHr)
Av.
Delay
Per
Veh
(s/pcu)
Back of
Uniform
Q At End
of
Red(pcu)
Max.
Back of
Uniform
Queue
(pcu)
Rand +
Oversat
Queue
(pcu)
Mean
Max
Queue
(pcu)
De-sliver
Threshold
(pcu)
Average
Excess
Queue
(pcu)
Weighted
Deg Sat
(%)
Weighted
Total
Delay
(pcuHr)
Ignoring
Random
Delay ?
1/1 46 1 1 1.4 0.8 0.1 2.3 22.3 3.1 4.1 0.8 4.9 - 0.00 63.1 2.3 -
2/1 - - - 2.8 1.4 - 4.2 48.4 5.9 7.2 1.4 8.6 - 0.00 73.8 4.2 -
3/1 66 2 1 1.5 1.4 0.1 3.1 27.4 3.6 4.9 1.4 6.3 - 0.00 74.4 3.1 -
4/1 - - - 3.2 1.8 - 5.0 49.9 6.6 8.4 1.8 10.2 - 0.00 79.0 5.0 -
PRC for Signalled Links (%): 14.0 Total Delay for Signalled Links (pcuHr): 14.58
PRC Over All Links (%): 14.0 Total Delay Over All Links(pcuHr): 14.58 Cycle Time (s): 90

JUBLINSIG
Scenarios
Number Scenario Name Flow Group Staging Plan Sequence Time Cycle Time (s) PRC (%) Delay (pcuHr)
1 Scenario 1 Year 2012 Baseline AM Peak Staging Plan No. 1 1 2 3 4 08:00 - 09:00 90 45.2 9.76
2 Scenario 2 Year 2012 Baseline PM Peak Staging Plan No. 1 1 2 3 4 16:30 - 17:30 90 45.7 9.32
3 Scenario 3 Year 2019 AM Peak Baseline Traffic Staging Plan No. 1 1 2 3 4 08:00 - 09:00 90 31.0 11.59
4 Scenario 4 Year 2019 PM Peak Baseline Traffic Staging Plan No. 1 1 2 3 4 16:30 - 17:30 90 30.9 11.17
5 Scenario 5 Year 2019 AM Peak + Dev Staging Plan No. 1 1 2 3 4 08:00 - 09:00 90 3.7 18.27
6 Scenario 6 Year 2019 PM Peak + Dev Staging Plan No. 1 1 2 3 4 16:30 - 17:30 90 6.0 17.76
7 Scenario 7 Year 2014 AM Peak Baseline Traffic Staging Plan No. 1 1 2 3 4 08:00 - 09:00 90 42.9 10.00
8 Scenario 8 Year 2014 PM Peak Baseline Traffic Staging Plan No. 1 1 2 3 4 16:30 - 17:30 90 43.3 9.57
9 Scenario 9 Year 2014 AM Peak + Dev Staging Plan No. 1 1 2 3 4 08:00 - 09:00 90 6.1 16.21
10 Scenario 10 Year 2014 PM Peak + Dev Staging Plan No. 1 1 2 3 4 16:30 - 17:30 90 14.0 14.58

Preliminary Transport Assessment
Proposed Business Park, Sidford
Appendix J
PICADY Report for the Proposed Access Junction
Jubb Consulting Engineers Limited
C9687 TAR01_A June 2012

TRL LIMITED
(C) COPYRIGHT 2010
proposed access junction
CAPACITIES, QUEUES, AND DELAYS AT 3 OR 4-ARM MAJOR/MINOR PRIORITY JUNCTIONS
PICADY 5.1 ANALYSIS PROGRAM
RELEASE 5.0 (JUNE 2010)
ADAPTED FROM PICADY/3 WHICH IS CROWN COPYRIGHT
BY PERMISSION OF THE CONTROLLER OF HMSO
--------------------------------------------------------
FOR SALES AND DISTRIBUTION INFORMATION,
PROGRAM ADVICE AND MAINTENANCE CONTACT:
TRL SOFTWARE SALES
TEL: CROWTHORNE (01344) 770758, FAX: 770356
EMAIL: software@trl.co.uk
--------------------------------------------------------
THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS
IN NO WAY RELIEVED OF HIS/HER RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION
Run with file:-
"S:\C9687 - Sidford\Calculations\Traffic\Picady\proposed access junction.vpi"
(drive-on-the-left) at 16:38:34 on Friday, 25 May 2012
.RUN INFORMATION
***************
RUN TITLE : Proposed Access Junction at A375
LOCATION : A375
DATE : 25/05/12
CLIENT :
ENUMERATOR : sradford [JUBB-9274]
JOB NUMBER : C9687-Sidford
STATUS : Preliminary
DESCRIPTION :
.MAJOR/MINOR JUNCTION CAPACITY AND DELAY
***************************************
INPUT DATA
----------
ARM A IS A375 North
ARM B IS Decelopment Access
ARM C IS A375 South
MAJOR ROAD (ARM C) --------------------- MAJOR ROAD (ARM A)
I
I
I
I
I
I
MINOR ROAD (ARM B)
.STREAM LABELLING CONVENTION
---------------------------
STREAM A-B CONTAINS TRAFFIC GOING FROM ARM A TO ARM B
STREAM B-AC CONTAINS TRAFFIC GOING FROM ARM B TO ARM A AND TO ARM C
ETC.
.GEOMETRIC DATA
--------------
--------------------------------------------------------------------------------------
I DATA ITEM I MINOR ROAD B I
--------------------------------------------------------------------------------------
I TOTAL MAJOR ROAD CARRIAGEWAY WIDTH
I ( W ) 6.00 M. I
I CENTRAL RESERVE WIDTH
I (WCR ) 0.00 M. I
I I I
I MAJOR ROAD RIGHT TURN - WIDTH
I (WC-B) 2.20 M. I
I - VISIBILITY I (VC-B) 75.00 M. I
I - BLOCKS TRAFFIC (SPACES) I YES ( 0) I
I I I
I MINOR ROAD - VISIBILITY TO LEFT
I (VB-C) 60.0 M. I
I - VISIBILITY TO RIGHT I (VB-A) 40.0 M. I
I - LANE 1 WIDTH I (WB-C) 3.75 M. I
I - LANE 2 WIDTH I (WB-A) 0.00 M. I
--------------------------------------------------------------------------------------
.SLOPES AND INTERCEPT
--------------------
(NB:Streams may be combined, in which case capacity will be adjusted)
---------------------------------------------------------
I Intercept For Slope For Opposing Slope For Opposing I
I STREAM B-C STREAM A-C STREAM A-B I
---------------------------------------------------------
I 697.86 0.27 0.11 I
---------------------------------------------------------
Page 1

proposed access junction
--------------------------------------------------------------------------------------------------
I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI
I STREAM B-A STREAM A-C STREAM A-B STREAM C-A STREAM C-B I
--------------------------------------------------------------------------------------------------
I 555.61 0.26 0.10 0.16 0.37 I
--------------------------------------------------------------------------------------------------
---------------------------------------------------------
I Intercept For Slope For Opposing Slope For Opposing I
I STREAM C-B STREAM A-C STREAM A-B I
---------------------------------------------------------
I 617.40 0.24 0.24 I
---------------------------------------------------------
(NB These values do not allow for any site specific corrections)
.TRAFFIC DEMAND DATA
-------------------
-----------------------
I ARM I FLOW SCALE(%) I
-----------------------
I A I 100 I
I B I 100 I
I C I 100 I
-----------------------
.Demand set: Year 2019 AM Peak 08:00-09:00
TIME PERIOD BEGINS 07.45 AND ENDS 09.15
LENGTH OF TIME PERIOD - 90 MIN.
LENGTH OF TIME SEGMENT - 15 MIN.
.DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
------------------------------------------------------------------------------------
I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I
I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I
I I TO RISE I IS REACHED I FALLING I PEAK I OF PEAK I PEAK I
I I I I I I I I
------------------------------------------------------------------------------------
I ARM A I 15.00 I 45.00 I 75.00 I 3.83 I 5.74 I 3.83 I
I ARM B I 15.00 I 45.00 I 75.00 I 0.47 I 0.71 I 0.47 I
I ARM C I 15.00 I 45.00 I 75.00 I 5.39 I 8.08 I 5.39 I
------------------------------------------------------------------------------------
.Demand set: Year 2019 AM Peak 08:00-09:00
-----------------------------------------------------------
I I TURNING PROPORTIONS I
I I TURNING COUNTS I
I I (PERCENTAGE OF H.V.S) I
I --------------------------------------
I TIME I FROM/TO I ARM A I ARM B I ARM C I
-----------------------------------------------------------
I 07.45 - 09.15 I I I I I
I
I ARM A I 0.000 I 0.124 I 0.876 I
I I I 0.0 I 38.0 I 268.0 I
I I I ( 0.0)I ( 10.0)I ( 10.0)I
I I I I I I
I
I ARM B I 0.158 I 0.000 I 0.842 I
I I I 6.0 I 0.0 I 32.0 I
I I I ( 10.0)I ( 0.0)I ( 10.0)I
I I I I I I
I
I ARM C I 0.497 I 0.503 I 0.000 I
I I I 214.0 I 217.0 I 0.0 I
I I I ( 10.0)I ( 10.0)I ( 0.0)I
I I I I I I
-----------------------------------------------------------
TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA
DEFAULT PROPORTIONS OF HEAVY VEHICLES ARE USED
. QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT
--------------------------------------------------------
FOR DEMAND SET Year 2019 AM Peak 08:00-09:00
AND FOR TIME PERIOD 1
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 07.45-08.00
I
I B-AC 0.48 8.81 0.054 0.00 0.06 0.8 0.12
I
I C-AB 3.68 10.29 0.358 0.00 0.68 9.9 0.15
I
I C-A 1.73
I
I A-B 0.48
I
I A-C 3.36
I
I
Page 2

proposed access junction
I
.-----------------------------------------------------------------------------------------------------------------
-
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 08.00-08.15
I
I B-AC 0.57 8.51 0.067 0.06 0.07 1.0 0.13
I
I C-AB 4.69 10.50 0.447 0.68 1.00 15.1 0.17
I
I C-A 1.77
I
I A-B 0.57
I
I A-C 4.02
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 08.15-08.30
I
I B-AC 0.70 8.10 0.086 0.07 0.09 1.4 0.14
I
I C-AB 6.29 10.80 0.582 1.00 1.74 26.3 0.22
I
I C-A 1.62
I
I A-B 0.70
I
I A-C 4.92
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 08.30-08.45
I
I B-AC 0.70 8.09 0.086 0.09 0.09 1.4 0.14
I
I C-AB 6.31 10.81 0.583 1.74 1.79 27.4 0.22
I
I C-A 1.60
I
I A-B 0.70
I
I A-C 4.92
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 08.45-09.00
I
I B-AC 0.57 8.51 0.067 0.09 0.07 1.1 0.13
I
I C-AB 4.71 10.52 0.448 1.79 1.06 16.0 0.18
I
I C-A 1.75
I
I A-B 0.57
I
I A-C 4.02
Page 3

proposed access junction
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 09.00-09.15
I
I B-AC 0.48 8.80 0.054 0.07 0.06 0.9 0.12
I
I C-AB 3.70 10.30 0.359 1.06 0.71 10.6 0.15
I
I C-A 1.71
I
I A-B 0.48
I
I A-C 3.36
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
*WARNING* NO MARGINAL ANALYSIS OF CAPACITIES AS MAJOR ROAD BLOCKING MAY OCCUR
.
QUEUE FOR STREAM B-AC
-------------------------
TIME NO. OF
SEGMENT VEHICLES
ENDING IN QUEUE
08.00 0.1
08.15 0.1
08.30 0.1
08.45 0.1
09.00 0.1
09.15 0.1
.
QUEUE FOR STREAM C-AB
-------------------------
TIME NO. OF
SEGMENT VEHICLES
ENDING IN QUEUE
08.00 0.7 *
08.15 1.0 *
08.30 1.7 **
08.45 1.8 **
09.00 1.1 *
09.15 0.7 *
.
QUEUEING DELAY INFORMATION OVER WHOLE PERIOD
--------------------------------------------
---------------------------------------------------------------------------
I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I
I I I * DELAY * I * DELAY * I
I I----------------------------------------------------------------I
I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I
---------------------------------------------------------------------------
I B-AC I 52.3 I 34.9 I 6.6 I 0.13 I 6.6 I 0.13 I
I C-AB I 440.5 I 293.7 I 105.3 I 0.24 I 105.3 I 0.24 I
I C-A I 152.7 I 101.8 I I I I I
I A-B I 52.3 I 34.9 I I I I I
I A-C I 368.9 I 245.9 I I I I I
---------------------------------------------------------------------------
I ALL I 1066.7 I 711.2 I 112.0 I 0.10 I 112.0 I 0.10 I
---------------------------------------------------------------------------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD
* INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES
WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD
* THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS
A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
*******END OF RUN*******
.SLOPES AND INTERCEPT
--------------------
(NB:Streams may be combined, in which case capacity will be adjusted)
---------------------------------------------------------
I Intercept For Slope For Opposing Slope For Opposing I
I STREAM B-C STREAM A-C STREAM A-B I
---------------------------------------------------------
I 697.86 0.27 0.11 I
---------------------------------------------------------
--------------------------------------------------------------------------------------------------
I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI
I STREAM B-A STREAM A-C STREAM A-B STREAM C-A STREAM C-B I
--------------------------------------------------------------------------------------------------
Page 4

proposed access junction
I 555.61 0.26 0.10 0.16 0.37 I
--------------------------------------------------------------------------------------------------
---------------------------------------------------------
I Intercept For Slope For Opposing Slope For Opposing I
I STREAM C-B STREAM A-C STREAM A-B I
---------------------------------------------------------
I 617.40 0.24 0.24 I
---------------------------------------------------------
(NB These values do not allow for any site specific corrections)
.TRAFFIC DEMAND DATA
-------------------
-----------------------
I ARM I FLOW SCALE(%) I
-----------------------
I A I 100 I
I B I 100 I
I C I 100 I
-----------------------
.Demand set: Year 2019 PM Peak 16:30-17:30
TIME PERIOD BEGINS 16.15 AND ENDS 17.45
LENGTH OF TIME PERIOD - 90 MIN.
LENGTH OF TIME SEGMENT - 15 MIN.
.DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
------------------------------------------------------------------------------------
I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I
I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I
I I TO RISE I IS REACHED I FALLING I PEAK I OF PEAK I PEAK I
I I I I I I I I
------------------------------------------------------------------------------------
I ARM A I 15.00 I 45.00 I 75.00 I 2.66 I 3.99 I 2.66 I
I ARM B I 15.00 I 45.00 I 75.00 I 2.78 I 4.16 I 2.78 I
I ARM C I 15.00 I 45.00 I 75.00 I 3.90 I 5.85 I 3.90 I
------------------------------------------------------------------------------------
.Demand set: Year 2019 PM Peak 16:30-17:30
-----------------------------------------------------------
I I TURNING PROPORTIONS I
I I TURNING COUNTS I
I I (PERCENTAGE OF H.V.S) I
I --------------------------------------
I TIME I FROM/TO I ARM A I ARM B I ARM C I
-----------------------------------------------------------
I 16.15 - 17.45 I I I I I
I
I ARM A I 0.000 I 0.019 I 0.981 I
I I I 0.0 I 4.0 I 209.0 I
I I I ( 0.0)I ( 10.0)I ( 10.0)I
I I I I I I
I
I ARM B I 0.149 I 0.000 I 0.851 I
I I I 33.0 I 0.0 I 189.0 I
I I I ( 10.0)I ( 0.0)I ( 10.0)I
I I I I I I
I
I ARM C I 0.923 I 0.077 I 0.000 I
I I I 288.0 I 24.0 I 0.0 I
I I I ( 10.0)I ( 10.0)I ( 0.0)I
I I I I I I
-----------------------------------------------------------
TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA
DEFAULT PROPORTIONS OF HEAVY VEHICLES ARE USED
. QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT
--------------------------------------------------------
FOR DEMAND SET Year 2019 PM Peak 16:30-17:30
AND FOR TIME PERIOD 2
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 16.15-16.30
I
I B-AC 2.79 9.31 0.299 0.00 0.42 6.0 0.15
I
I C-AB 0.44 11.14 0.039 0.00 0.05 0.8 0.09
I
I C-A 3.48
I
I A-B 0.05
I
I A-C 2.62
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
.-----------------------------------------------------------------------------------------------------------------
Page 5

proposed access junction
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 16.30-16.45
I
I B-AC 3.33 9.13 0.364 0.42 0.56 8.2 0.17
I
I C-AB 0.56 11.49 0.049 0.05 0.07 1.1 0.09
I
I C-A 4.12
I
I A-B 0.06
I
I A-C 3.13
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 16.45-17.00
I
I B-AC 4.07 8.89 0.458 0.56 0.83 11.8 0.21
I
I C-AB 0.78 12.05 0.065 0.07 0.11 1.6 0.09
I
I C-A 4.95
I
I A-B 0.07
I
I A-C 3.84
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 17.00-17.15
I
I B-AC 4.07 8.89 0.458 0.83 0.84 12.5 0.21
I
I C-AB 0.78 12.05 0.065 0.11 0.11 1.6 0.09
I
I C-A 4.95
I
I A-B 0.07
I
I A-C 3.84
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 17.15-17.30
I
I B-AC 3.33 9.13 0.364 0.84 0.58 9.1 0.17
I
I C-AB 0.56 11.49 0.049 0.11 0.07 1.1 0.09
I
I C-A 4.12
I
I A-B 0.06
I
I A-C 3.13
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
Page 6

proposed access junction
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 17.30-17.45
I
I B-AC 2.79 9.31 0.299 0.58 0.43 6.7 0.15
I
I C-AB 0.44 11.14 0.039 0.07 0.06 0.8 0.09
I
I C-A 3.48
I
I A-B 0.05
I
I A-C 2.62
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
*WARNING* NO MARGINAL ANALYSIS OF CAPACITIES AS MAJOR ROAD BLOCKING MAY OCCUR
.
QUEUE FOR STREAM B-AC
-------------------------
TIME NO. OF
SEGMENT VEHICLES
ENDING IN QUEUE
16.30 0.4
16.45 0.6 *
17.00 0.8 *
17.15 0.8 *
17.30 0.6 *
17.45 0.4
.
QUEUE FOR STREAM C-AB
-------------------------
TIME NO. OF
SEGMENT VEHICLES
ENDING IN QUEUE
16.30 0.1
16.45 0.1
17.00 0.1
17.15 0.1
17.30 0.1
17.45 0.1
.
QUEUEING DELAY INFORMATION OVER WHOLE PERIOD
--------------------------------------------
---------------------------------------------------------------------------
I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I
I I I * DELAY * I * DELAY * I
I I----------------------------------------------------------------I
I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I
---------------------------------------------------------------------------
I B-AC I 305.6 I 203.7 I 54.3 I 0.18 I 54.3 I 0.18 I
I C-AB I 53.2 I 35.5 I 7.1 I 0.13 I 7.1 I 0.13 I
I C-A I 376.2 I 250.8 I I I I I
I A-B I 5.5 I 3.7 I I I I I
I A-C I 287.7 I 191.8 I I I I I
---------------------------------------------------------------------------
I ALL I 1028.2 I 685.5 I 61.4 I 0.06 I 61.4 I 0.06 I
---------------------------------------------------------------------------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD
* INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES
WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD
* THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS
A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
*******END OF RUN*******
.SLOPES AND INTERCEPT
--------------------
(NB:Streams may be combined, in which case capacity will be adjusted)
---------------------------------------------------------
I Intercept For Slope For Opposing Slope For Opposing I
I STREAM B-C STREAM A-C STREAM A-B I
---------------------------------------------------------
I 697.86 0.27 0.11 I
---------------------------------------------------------
--------------------------------------------------------------------------------------------------
I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI
I STREAM B-A STREAM A-C STREAM A-B STREAM C-A STREAM C-B I
--------------------------------------------------------------------------------------------------
I 555.61 0.26 0.10 0.16 0.37 I
--------------------------------------------------------------------------------------------------
---------------------------------------------------------
Page 7

proposed access junction
I Intercept For Slope For Opposing Slope For Opposing I
I STREAM C-B STREAM A-C STREAM A-B I
---------------------------------------------------------
I 617.40 0.24 0.24 I
---------------------------------------------------------
(NB These values do not allow for any site specific corrections)
.TRAFFIC DEMAND DATA
-------------------
-----------------------
I ARM I FLOW SCALE(%) I
-----------------------
I A I 100 I
I B I 100 I
I C I 100 I
-----------------------
.Demand set: Year 2014 AM Peak 08:00-09:00
TIME PERIOD BEGINS 07.45 AND ENDS 09.15
LENGTH OF TIME PERIOD - 90 MIN.
LENGTH OF TIME SEGMENT - 15 MIN.
.DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
------------------------------------------------------------------------------------
I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I
I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I
I I TO RISE I IS REACHED I FALLING I PEAK I OF PEAK I PEAK I
I I I I I I I I
------------------------------------------------------------------------------------
I ARM A I 15.00 I 45.00 I 75.00 I 3.55 I 5.32 I 3.55 I
I ARM B I 15.00 I 45.00 I 75.00 I 0.47 I 0.71 I 0.47 I
I ARM C I 15.00 I 45.00 I 75.00 I 5.16 I 7.74 I 5.16 I
------------------------------------------------------------------------------------
.Demand set: Year 2014 AM Peak 08:00-09:00
-----------------------------------------------------------
I I TURNING PROPORTIONS I
I I TURNING COUNTS I
I I (PERCENTAGE OF H.V.S) I
I --------------------------------------
I TIME I FROM/TO I ARM A I ARM B I ARM C I
-----------------------------------------------------------
I 07.45 - 09.15 I I I I I
I
I ARM A I 0.000 I 0.134 I 0.866 I
I I I 0.0 I 38.0 I 246.0 I
I I I ( 0.0)I ( 10.0)I ( 10.0)I
I I I I I I
I
I ARM B I 0.158 I 0.000 I 0.842 I
I I I 6.0 I 0.0 I 32.0 I
I I I ( 10.0)I ( 0.0)I ( 10.0)I
I I I I I I
I
I ARM C I 0.475 I 0.525 I 0.000 I
I I I 196.0 I 217.0 I 0.0 I
I I I ( 10.0)I ( 10.0)I ( 0.0)I
I I I I I I
-----------------------------------------------------------
TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA
DEFAULT PROPORTIONS OF HEAVY VEHICLES ARE USED
. QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT
--------------------------------------------------------
FOR DEMAND SET Year 2014 AM Peak 08:00-09:00
AND FOR TIME PERIOD 1
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 07.45-08.00
I
I B-AC 0.48 8.89 0.054 0.00 0.06 0.8 0.12
I
I C-AB 3.59 10.19 0.352 0.00 0.65 9.5 0.15
I
I C-A 1.60
I
I A-B 0.48
I
I A-C 3.09
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
Page 8

proposed access junction
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 08.00-08.15
I
I B-AC 0.57 8.62 0.066 0.06 0.07 1.0 0.12
I
I C-AB 4.54 10.38 0.438 0.65 0.94 14.3 0.17
I
I C-A 1.65
I
I A-B 0.57
I
I A-C 3.69
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 08.15-08.30
I
I B-AC 0.70 8.23 0.085 0.07 0.09 1.3 0.13
I
I C-AB 6.02 10.64 0.566 0.94 1.60 24.2 0.21
I
I C-A 1.55
I
I A-B 0.70
I
I A-C 4.51
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 08.30-08.45
I
I B-AC 0.70 8.23 0.085 0.09 0.09 1.4 0.13
I
I C-AB 6.04 10.66 0.567 1.60 1.64 25.0 0.22
I
I C-A 1.54
I
I A-B 0.70
I
I A-C 4.51
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 08.45-09.00
I
I B-AC 0.57 8.62 0.066 0.09 0.07 1.1 0.12
I
I C-AB 4.56 10.40 0.438 1.64 1.00 15.1 0.17
I
I C-A 1.63
I
I A-B 0.57
I
I A-C 3.69
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
Page 9

proposed access junction
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 09.00-09.15
I
I B-AC 0.48 8.89 0.054 0.07 0.06 0.9 0.12
I
I C-AB 3.60 10.21 0.353 1.00 0.68 10.1 0.15
I
I C-A 1.58
I
I A-B 0.48
I
I A-C 3.09
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
*WARNING* NO MARGINAL ANALYSIS OF CAPACITIES AS MAJOR ROAD BLOCKING MAY OCCUR
.
QUEUE FOR STREAM B-AC
-------------------------
TIME NO. OF
SEGMENT VEHICLES
ENDING IN QUEUE
08.00 0.1
08.15 0.1
08.30 0.1
08.45 0.1
09.00 0.1
09.15 0.1
.
QUEUE FOR STREAM C-AB
-------------------------
TIME NO. OF
SEGMENT VEHICLES
ENDING IN QUEUE
08.00 0.6 *
08.15 0.9 *
08.30 1.6 **
08.45 1.6 **
09.00 1.0 *
09.15 0.7 *
.
QUEUEING DELAY INFORMATION OVER WHOLE PERIOD
--------------------------------------------
---------------------------------------------------------------------------
I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I
I I I * DELAY * I * DELAY * I
I I----------------------------------------------------------------I
I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I
---------------------------------------------------------------------------
I B-AC I 52.3 I 34.9 I 6.5 I 0.13 I 6.5 I 0.13 I
I C-AB I 425.2 I 283.5 I 98.3 I 0.23 I 98.3 I 0.23 I
I C-A I 143.2 I 95.5 I I I I I
I A-B I 52.3 I 34.9 I I I I I
I A-C I 338.6 I 225.7 I I I I I
---------------------------------------------------------------------------
I ALL I 1011.7 I 674.4 I 104.8 I 0.10 I 104.8 I 0.10 I
---------------------------------------------------------------------------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD
* INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES
WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD
* THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS
A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
*******END OF RUN*******
.SLOPES AND INTERCEPT
--------------------
(NB:Streams may be combined, in which case capacity will be adjusted)
---------------------------------------------------------
I Intercept For Slope For Opposing Slope For Opposing I
I STREAM B-C STREAM A-C STREAM A-B I
---------------------------------------------------------
I 697.86 0.27 0.11 I
---------------------------------------------------------
--------------------------------------------------------------------------------------------------
I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI
I STREAM B-A STREAM A-C STREAM A-B STREAM C-A STREAM C-B I
--------------------------------------------------------------------------------------------------
I 555.61 0.26 0.10 0.16 0.37 I
--------------------------------------------------------------------------------------------------
---------------------------------------------------------
I Intercept For Slope For Opposing Slope For Opposing I
I STREAM C-B STREAM A-C STREAM A-B I
---------------------------------------------------------
I 617.40 0.24 0.24 I
---------------------------------------------------------
Page 10

proposed access junction
(NB These values do not allow for any site specific corrections)
.TRAFFIC DEMAND DATA
-------------------
-----------------------
I ARM I FLOW SCALE(%) I
-----------------------
I A I 100 I
I B I 100 I
I C I 100 I
-----------------------
.Demand set: Year 2014 PM Peak 16:30-17:30
TIME PERIOD BEGINS 16.15 AND ENDS 17.45
LENGTH OF TIME PERIOD - 90 MIN.
LENGTH OF TIME SEGMENT - 15 MIN.
.DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
------------------------------------------------------------------------------------
I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I
I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I
I I TO RISE I IS REACHED I FALLING I PEAK I OF PEAK I PEAK I
I I I I I I I I
------------------------------------------------------------------------------------
I ARM A I 15.00 I 45.00 I 75.00 I 2.44 I 3.66 I 2.44 I
I ARM B I 15.00 I 45.00 I 75.00 I 2.78 I 4.16 I 2.78 I
I ARM C I 15.00 I 45.00 I 75.00 I 3.59 I 5.38 I 3.59 I
------------------------------------------------------------------------------------
.Demand set: Year 2014 PM Peak 16:30-17:30
-----------------------------------------------------------
I I TURNING PROPORTIONS I
I I TURNING COUNTS I
I I (PERCENTAGE OF H.V.S) I
I --------------------------------------
I TIME I FROM/TO I ARM A I ARM B I ARM C I
-----------------------------------------------------------
I 16.15 - 17.45 I I I I I
I
I ARM A I 0.000 I 0.021 I 0.979 I
I I I 0.0 I 4.0 I 191.0 I
I I I ( 0.0)I ( 10.0)I ( 10.0)I
I I I I I I
I
I ARM B I 0.149 I 0.000 I 0.851 I
I I I 33.0 I 0.0 I 189.0 I
I I I ( 10.0)I ( 0.0)I ( 10.0)I
I I I I I I
I
I ARM C I 0.916 I 0.084 I 0.000 I
I I I 263.0 I 24.0 I 0.0 I
I I I ( 10.0)I ( 10.0)I ( 0.0)I
I I I I I I
-----------------------------------------------------------
TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA
DEFAULT PROPORTIONS OF HEAVY VEHICLES ARE USED
. QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT
--------------------------------------------------------
FOR DEMAND SET Year 2014 PM Peak 16:30-17:30
AND FOR TIME PERIOD 2
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 16.15-16.30
I
I B-AC 2.79 9.38 0.297 0.00 0.42 6.0 0.15
I
I C-AB 0.42 10.98 0.038 0.00 0.05 0.8 0.09
I
I C-A 3.18
I
I A-B 0.05
I
I A-C 2.40
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 16.30-16.45
I
I B-AC 3.33 9.22 0.361 0.42 0.55 8.1 0.17
Page 11

proposed access junction
I
I C-AB 0.54 11.30 0.048 0.05 0.07 1.1 0.09
I
I C-A 3.76
I
I A-B 0.06
I
I A-C 2.86
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 16.45-17.00
I
I B-AC 4.07 9.00 0.453 0.55 0.81 11.6 0.20
I
I C-AB 0.72 11.74 0.061 0.07 0.10 1.5 0.09
I
I C-A 4.55
I
I A-B 0.07
I
I A-C 3.50
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 17.00-17.15
I
I B-AC 4.07 9.00 0.453 0.81 0.82 12.2 0.20
I
I C-AB 0.72 11.74 0.061 0.10 0.10 1.5 0.09
I
I C-A 4.55
I
I A-B 0.07
I
I A-C 3.50
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 17.15-17.30
I
I B-AC 3.33 9.22 0.361 0.82 0.57 8.9 0.17
I
I C-AB 0.54 11.30 0.048 0.10 0.07 1.1 0.09
I
I C-A 3.76
I
I A-B 0.06
I
I A-C 2.86
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
.-----------------------------------------------------------------------------------------------------------------
-
I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY
I
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING
I
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN)
I
I 17.30-17.45
Page 12

proposed access junction
I
I B-AC 2.79 9.38 0.297 0.57 0.43 6.6 0.15
I
I C-AB 0.42 10.98 0.039 0.07 0.05 0.8 0.09
I
I C-A 3.18
I
I A-B 0.05
I
I A-C 2.40
I
I
I
.-----------------------------------------------------------------------------------------------------------------
-
*WARNING* NO MARGINAL ANALYSIS OF CAPACITIES AS MAJOR ROAD BLOCKING MAY OCCUR
.
QUEUE FOR STREAM B-AC
-------------------------
TIME NO. OF
SEGMENT VEHICLES
ENDING IN QUEUE
16.30 0.4
16.45 0.6 *
17.00 0.8 *
17.15 0.8 *
17.30 0.6 *
17.45 0.4
.
QUEUE FOR STREAM C-AB
-------------------------
TIME NO. OF
SEGMENT VEHICLES
ENDING IN QUEUE
16.30 0.1
16.45 0.1
17.00 0.1
17.15 0.1
17.30 0.1
17.45 0.1
.
QUEUEING DELAY INFORMATION OVER WHOLE PERIOD
--------------------------------------------
---------------------------------------------------------------------------
I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I
I I I * DELAY * I * DELAY * I
I I----------------------------------------------------------------I
I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I
---------------------------------------------------------------------------
I B-AC I 305.6 I 203.7 I 53.4 I 0.17 I 53.4 I 0.17 I
I C-AB I 50.4 I 33.6 I 6.8 I 0.13 I 6.8 I 0.13 I
I C-A I 344.6 I 229.8 I I I I I
I A-B I 5.5 I 3.7 I I I I I
I A-C I 262.9 I 175.3 I I I I I
---------------------------------------------------------------------------
I ALL I 969.0 I 646.0 I 60.2 I 0.06 I 60.2 I 0.06 I
---------------------------------------------------------------------------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD
* INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES
WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD
* THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS
A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
*******END OF RUN*******
Page 13

Rep No: 1223
Name:
John Watkins
Date sent: 11.05.12
These plans for more than 1,000 new homes in the Town are wholly
disproportionate. Much you care.

From:
To:
Subject: Local Plan for Axminster
Date: 10 June 2012 11:33:56
Sir/Madam
Thank you for the opportunity to provide feedback.
The plan has changed little since I last saw the draft in December to which I added comments at
your invitation (Ross Sutherland 1/12/11).
However my feedback on this final occasion will primarily focus on the continuing inclusion in the
Plan of the 400 houses on Cloakham Lawns.
Firstly ......
If Axminster is to develop into a medium-sized town it is vital that within the town boundaries
adequate and accessible green space is provided for the benefit of the community. If
Cloakham Lawns is lost to housing the only accessible green space to the community will be lost.
There are many articles on the benefit of green spaces within urban areas of which I am sure you
are aware.
By accessible I mean that it is available to young and old alike, from a mother pushing a pram,
to an old man needing a stick to walk. Some have argued that Axminster is surrounded by beautiful
countryside. It is, but the hills are steep and the footpaths could do with better maintenance.
Having walked extensively around the area I can assure you this is the preserve of the young and
fit. It is definitely not where a young mother would push a pram, or for the infirm, when
confronted with a stile.
When I walk down Cloakham Lane, as I frequently do, I notice that many who use the lane are
young mothers with toddlers, or the elderly. To deny these mothers and their children, often from
humble backgrounds, and the elderly who cannot walk far, the pastoral experience of Cloakham
Lawns, with its grazing sheep and winter lamb/spring lambs, will be an injustice not befitting a
Council who purportedly cares for the social welfare of its people.
Secondly.....
I question, if not the legitimacy, the ethic that have resulted in Cloakham Lawns being
considered for housing in the first place. Having examined previous drafts on the matter I note
that the maps show this area outside the town boundaries. That is not to say that building
outside the town boundaries must be ruled out, but it is to say that any proposal should
require a high level of consultation with the local community. I see no evidence of this.
Indeed our own parish council, when I attended their meetings at the Guildhall, seemed very
discomfitted by it. I have yet to meet anybody that welcomes the idea. My reluctant conclusion
therefore, is that the proposal has come about as a result of vested commercial interests
without a thought for the community. If that be the case, as a council representing our interests
I can only say that you have failed in your duty.
I note that I am no means alone in expressing this. I am aware that the process by which the
proposal has been granted planning permission has been taken to Court. A fact which you must be
aware. Yet your latest draft treats the proposal as a 'done deal'. It is not.
Thirdly.....
I shall not go over arguments against the development that have already been widely aired. I refer
to the impact increased traffic will have on the town centre, already fragile from existing
traffic congestion.
Finally .....

For the sake of Axminster and its community some compromise should be sought between
our local wishes and your 'bigger picture' need to provide more housing. I have no argument
to some of the Cloakham Lawns green space being taken up by the expansion of sports facilities,
because the community wants this. But 400 houses? I do feel this should be pared down, and a
new plan drawn to include an adequate and accessible public park. Whilst your existing plans are
subject to a judicial review perhaps this is the time for a re-think between all parties involved.
Peter Grant, 34 Cherry Tree Road, Axminster EX13 5GQ

Rep No: 1343
Name:
John Maidment
Date sent: 11.05.12
Many years ago a small food and drink facility was torn down at Orcombe Point and
has never been replaced. It is now the starting point for the Jurassic Coast.
Has the council ever considered building a cafeteria/restaurant at the far end of
Orcombe Point. Only a few parking places would be lost and the facility could be
used all year round with spectacular views.
John Maidment

Stay where you are
Instead of embarking on a dubious and costly re-location, EDDC should remain at Knowle. This would
also obviate the need for “employment land” at Sidford.
Clearly, Knowle needs updating, but, in times of austerity (a double-dip recession) this should be
undertaken gradually. Solar heating could be a priority – and why not use the £1.6 million acquired
from the Fortfield arrangement to begin this? There is also no need for Woolacombe House which
should be sold to provide further funds to improve Knowle or for a centre at Exmouth. Why
shouldn’t the Town Council meet at Knowle where there is far more space for the public to attend
democratic meetings? Moreover, the Chamber and other parts of Knowle could easily be put to
further public use and bring more income to the EDDC. Nor should the cost of re-location determine
the destruction of Knowle, the loss of precious parkland (with public access), much-needed weekend
car-parking and other public amenities in Sidmouth. Why destroy all these?
In addition, instead of Sidmouth losing hundreds of jobs at Knowle (of all grades and many highly
skilled) with serious economic damage to the town, thus creating a “need” for “employment land” in
an AONB in the Sid Valley, there would be no point in the Sidford development. In any case, there is
room for more small-scale industrial units on the Alexandria estate. And there are several genuinely
“brownfield” sites scattered about the town which could provide further housing.
We urge the EDDC to think again.
Michael and Beryl Temple

The proposal for 50 dwellings at Knowle attendant upon EDDC’s relocation contravenes the
following Draft Strategies in the Local Plan and constitutes an attack on Sidmouth’s assets:
DS 21. 1. New homes: As statistics show for East Devon generally, there is no need, in time of
recession, to build more homes in Sidmouth, especially if Persimmon build near the B3052.
DS 21. 2. Jobs. The proposed provision of “employment land” at Sidford is a directly related to the
re‐location and the loss of hundreds of jobs. There will be no need for it if EDDC stays at Knowle.
DS 21. 3. The town centre will be affected by the loss of jobs at Knowle and will lose an important
weekend park‐and‐walk facility.
DS 21. 4. Sidmouth will lose “social and community facilities” if EDDC allows building on the parks
and gardens; the public may lose access to the parks and recreational land as well as a fine venue for
concerts, religious meetings, receptions, whilst parking for hundreds of cars will be lost.
DS 21. 5. The Knowle development will involve the loss of 3 large car parks in an overparked town.
DS 33. Solar heating and retrofitting (using money from the sale of Woolacombe House) could easily
make Knowle more energy‐efficient.The purpose‐built offices from the 70s (i.e. 60% of the EDDC’s
accommodation) would be easy to upgrade. And Sidmouth Town Council could share the building.
DS 40. How does the proposed development at Knowle “conserve and enhance the landscape
character of the area” (“Sidmouth’s green approach”)? It “undermines” it and is NOT “appropriate to
the economic, social and well‐being of the area”.
DS 41. How does the Knowle development “protect the biodiversity area value of the land and
buildings”? (e.g. the 13 badger setts with their crucial foraging route to water and the maternity
roost of lesser‐horseshoe bats nesting in the roofs of Knowle). How does it protect the trees e.g. the
16 special and mature trees in the area proposed for building on the west and south of the existing
buildings? Knowle’s trees are a major part of the world’s first civic arboretum.
Page 160 & DS 43. Why is the EDDC intent on demolishing the historic parts of Knowle which “help
people to feel a sense of familiarity, belonging and pride in the place”? How could the EDDC , in this
event, “regard it as essential to conserve and enhance the historic built heritage of East Devon”?
Development Management Policies:Policy S4. The Knowle building development will
1. be “incompatible with the character of the site and its surroundings”
2. “lead to unacceptable pressure on services”
3. “damage wildlife, landscape, townscape and historic interest”
4. “involve loss of land of local amenity importance and recreational value”
DS 21 D5 states that “permission will not be granted for developments that would result in loss of
trees of significant amenity, historic or conservation value”. There are 16 such trees on the proposed
south west area for development.
EN 9. Will not the south west area development endanger a Listed Folly?
We also challenge the argument that Honiton is more accessible as a centre. It certainly is not for
anyone using public transport. The main population centres are, in any case, along the coast where
Sidmouth is central.

From:
To:
Localplan
Subject: Comments re local plan for Exmouth
Date: 11 May 2012 23:08:16
Dear Sir/Madam
Having considered these proposals I have no specific comments to make about the areas of
land allocated for future development as in the main it all seems fairly logical.
However, if the population of Exmouth is to increase significantly in future years as proposed, I
cannot see how development on such a large scale could possibly be seriously considered
without a major improvement in the main access road from Exeter to Exeter and the M5/A303.
I cannot see any reference to this point in the proposals. The A376 from Exmouth to Exeter is
already one of the most congested and heavily used roads in Devon. Such increased housing
will inevitably significantly increase the degree of commuting to Exeter and other areas of the
Westcountry. Already during the rush hour periods, more especially during school term time,
the Exmouth to Exeter Road is seriously congested with tail backs sometimes regularly
occurring from the Clyst St Mary all the way back to Lympstone. Until such time as there is a
serious plan to improve this road and general transport situation I would strongly oppose this
massive scale of increased housing development in Exmouth.
I would be interested to learn what your views as planners are about this situation. Simply
extending Dinan Way a little farther northwards towards the edge of Lympstone will have no
serious beneficial effect on this commuting problem to M5/A30/A303 and Exeter etc.
Michael + Jan Saunders
8 Sarlsdown Road
Exmouth
EX8 2HY

Rep No: 1436
Name:
Douglas Goodall
Date sent: 11.05.12
Thank you for sending me the East Devon Local Plan which I have read through
I am particularly concerned with Sidmouth
1) I am relieved to see that no development is planned north of the A3052
2) Personally I think it is wrong to develop north of Sidford and I am particularly
concerned about a Supermarket being put on the Alexandria Industrial Estate
because this would kill small traders in Sidmouth and we would lose the town's small
shops thereby changing the character of the town as has happened in many towns in
the UK. We are extremely fortunate to have the balance right at the moment with
Waitrose and Lidls and that is enough Supermarkets
3) Development of the Drill Hall area should be sympathetic with the Esplanade if it
happens
Sidmouth resident

Rep No: 1486
Name:
Jeremy Passmore
Date sent: 13.05.12
I am unhappy about all plans that involve building on Green Sites.