Appleby to Brough 
The A66 between Appleby and Brough includes a five-mile 
section of single carriageway with seven local access junctions. 
These present safety issues for drivers, with vehicles attempting 
to join and leave the main highway, which operates at a 
higher speed. 
Since announcing our Preferred 
Route in May 2020, we have identified 
opportunities to improve our design in this 
location. We have reviewed alternative 
route options and now have a new 
preferred route alignment.
This route has slight incursions into the 
Area of Outstanding Natural Beauty 
(AONB) and Ministry of Defence land 
to improve the alignment and minimise 
impacts. We have discussed this with the 
AONB Partnership and Natural England. 
We are proposing to: 
■  Widen 2.6km of road, starting 
from Coupland Beck, with a new 
westbound carriageway to the south 
of the existing carriageway 
■  Provide an eastbound access lane 
at Café Sixty Six and a replacement 
underpass which will serve both New 
Hall Farm and Far Bank End, along 
with a new junction on the westbound 
carriageway
■  Construct a new junction at Sandford 
with a bridge under the new A66 
■  Build a new local road for journeys  
to the north of the new A66
■  Provide new junctions at Warcop 
on the westbound and eastbound 
carriageways
■  Build an overbridge to cross the new 
A66 for land and property owners at 
the eastern end to access Brough. 
The route would bring the road closer 
to some homes and businesses
If you would like further information 
about our sifting process to determine 
the route preference, please read our 
Route Development report and the 
Preliminary Environmental Information 
Report (PEIR), both of which can be 
found online via the A66 webpage or in 
deposit points and at event locations. 
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The Temple Sowerby to Appleby stretch of the A66 passes 
close to the villages of Kirkby Thore and Crackenthorpe.  
For just over two miles a single carriageway, varying in width, 
skirts the village of Kirkby Thore with local roads connected 
by several junctions and private access points. 
Since our Preferred Route Announcement 
in 2020 we have carried out extensive local 
surveys. This has led to the development 
of alternative routes which work better with 
the surrounding environment, particularly 
at Trout Beck which is part of the River 
Eden Special Area of Conservation (SAC).
Alternative routes in this  
location since our Preferred 
Route Announcement
The Preferred Route announced in May 
2020 is no longer under consideration. 
However, we now have three alternative 
routes in this location. You can find 
details of all three of these alternative 
routes in our consultation brochure. 
Our preferred route
Our analysis shows that the Blue Route 
is the most suitable for the surrounding 
environment, having the least impact on 
the scheduled monument at Kirkby Thore.
If you would like further information 
about our sifting process to determine 
the route preference, please read our 
Route Development report and the 
Preliminary Environmental Information 
Report (PEIR), both of which can be 
found online via the A66 webpage or in 
deposit points and at event locations. 
As part of this route, 
we would provide:
■
 A short section of road from the 
Temple Sowerby Bypass junction, 
improving connections between the 
old A66 and the local road network
■
 A new bridge at Main Street, enabling 
traffic to pass over the proposed A66 
alignment
■
 New bridges at both Station Road and 
Sleastonhowe Lane to enable access 
over the A66; a diversion would lead 
from Priest Lane to Station Road to 
maintain local traffic access
■
 A bridge over the new A66 at Long 
Marton Road close to Powis House. 
This will maintain connectivity 
between Bowdon and Long Marton 
and will also allow traffic to access the 
existing A66 to travel east or west. 
Traffic levels will be considerably 
reduced leading to a safer junction
■
 A new junction at Crackenthorpe on 
the westbound carriageway of the new 
A66 will allow traffic to join and leave 
the route in the same direction. The 
junction would link to the old A66 and 
the B6542 and provide access to both 
Crackenthorpe and Appleby
Temple Sowerby  
to Appleby 
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Protecting the 
environment 
The A66 runs through a beautiful and unique landscape that 
includes the Lake District National Park, the Yorkshire Dales 
National Park and the North Pennines Area of Outstanding 
Natural Beauty. We’re giving extra consideration to how we 
can protect this extraordinary environment. At every stage  
of the project, we have sought to balance essential upgrades 
to the A66 with protecting the landscape. 
We will be paying special attention to areas such as: 
■ The Lake District National Park
■ The Yorkshire Dales National Park 
■  The Area of Outstanding Natural 
Beauty (AONB)
■  Sites of Special Scientific Interest (SSSI)
■ Special Areas of Conservation 
■ Special Protection Areas
■  The Air Quality Management Areas 
(AQMA)
■ Noise Important Areas (NIA)
At Highways England, sustainability shapes our thinking and decision-making. 
Following the public consultation in 2019, we took your feedback on environmental 
concerns on board and have considered this during our environmental surveys to 
ensure our route reflects what is best for the local landscape.
We have assessed the following environmental topics:
We’ve used geophysical surveys and trial trenching to understand the archaeological 
potential of our sites. Through these ground surveys, we are better placed to protect 
the Roman heritage along the route. 
We are shaping the future of this project by working with local communities, 
specialists and stakeholders. 
More information on environmental considerations can be found in our consultation 
brochure, in our Preliminary Environmental Information Report (PEI Report) and its 
non-technical summary.
Air quality            Biodiversity              Climate          Cultural heritage          Geology  
and soils
Landscape and 
visual effects
Resources used 
by the project
Noise and 
vibration
Population and 
human health
Road drainage 
and water 
environment
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M6 junction 40 
to Kemplay Bank
As the main point of access to Penrith, M6 junction 40 
accommodates high volumes of traffic. 
Our proposals for an underpass for 
the A66 at the existing Kemplay Bank 
roundabout will enable free-flowing 
traffic along the new A66 which will be a 
major benefit for local people, including 
pedestrians and cyclists. Easier access 
through the junction, especially at peak 
times, will improve access to Penrith  
and local services and facilities around the junction.
This scheme is split into three sections 
– M6 junction 40, Kemplay Bank 
roundabout and the road connecting 
these two major junctions. We have 
outlined our proposals for each  
section below:
M6 junction 40
■  We will upgrade the junction with 
new traffic signals and provide extra 
dedicated left-turns for each of the 
roads approaching M6 junction 40 
(M6 North, M6 South, A66 East, A66 
West and A592). This includes new, 
clearer road markings on the junction.
Kemplay Bank roundabout
■  We will provide a new  
dual-carriageway underpass 
below the existing Kemplay Bank 
roundabout to enable free-flowing 
traffic along the A66 and improved 
access to Penrith and the A6 
■  New slip roads to the A6 and A686 at 
Kemplay Bank roundabout will allow 
drivers to safely join and leave the 
A66 in both directions and provide 
links to Penrith and Eamont Bridge
The route between the junctions
■  We will widen the existing dual 
carriageway between M6 junction 40 
and Kemplay Bank to three lanes in 
each direction
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Stephen Bank  
to Carkin Moor 
This is a four-mile stretch of single carriageway. The road rises 
and falls at various points, which results in visibility issues 
and forces HGVs to accelerate to navigate steep inclines. 
This section needs to be upgraded to improve safety, ease 
congestion and provide better access for local communities. 
Our proposals would see a new dual 
carriageway section created between 
Stephen Bank and Carkin Moor Farm. 
The new dual carriageway would be 
to the north of the old A66 and the 
properties at Fox Hall and Mainsgill 
Farm. It would then re-join the old A66 to 
the east of Mainsgill Farm. 
We are proposing to: 
■  Widen the A66 through Carkin  
Moor scheduled monument to  
Carkin Moor Farm 
■  Raise the new A66 as it passes 
through the cutting adjacent to the 
Carkin Moor Scheduled Monument. 
This will reduce any impact on the 
scheduled monument itself 
■  Use the old A66 to the south of the 
new A66 route for local road access 
■  Provide a new underpass to the north 
of Dick Scott Lane 
■  Provide an overbridge to link Collier 
Lane to the old A66 
■  Create a new junction to the west of 
Moor Lane to provide safe and easy 
access to the local road network 
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Bowes Bypass 
This is a 1.9-mile, single carriageway section which is 
sandwiched between existing dual carriageway sections  
to the east and west.
We have identified a safety issue at the 
junction with the A67, which is currently 
only accessible to traffic to and from 
the west. This leads to last-minute lane 
changes that suddenly slow down traffic. 
Our proposed route will improve safety 
for all road users. 
We are proposing to: 
■  Closely follow the existing road 
alignment to the north of Bowes 
Village, widening it with a new 
eastbound carriageway to the north. 
This would begin to the east of the 
Clint Lane overbridge 
■  Build an underpass at the junction 
with the A67
■  Provide a new bridge to ensure Stone 
Bridge Farm, Mid Low Fields Farm 
and High Broats Farm have continued 
access to the A66 via the improved 
junction at the A67
■  Close the Roman road, known as 
‘The Street’, at the western end. 
Access between Bowes and the 
A66 will be via the upgraded Bowes 
junction instead
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Welcome to our 
consultation 
As you know the A66 is a key local, regional and national 
route for journeys across the north of England, providing vital 
connections for freight, tourism and businesses right across 
the UK. However, the A66 is not up to modern standards and 
was not built to support current demand. 
That’s why we’re investing around 
£1bn to improve journeys on the A66 
by upgrading the whole route to dual 
carriageway standard. This investment, 
between the M6 junction 40 at Penrith 
and the A1(M) at Scotch Corner, will 
ease congestion, reduce delays at 
junctions and enable access to jobs, 
supporting economic growth. 
We propose upgrading the following 
sections of the A66: 
■ M6 junction 40 to Kemplay Bank 
■  Penrith to Temple Sowerby
■  Temple Sowerby to Appleby 
■  Appleby to Brough
■  Bowes Bypass
■  Cross Lanes to Rokeby
■  Stephen Bank to Carkin Moor
■  A1(M) junction 53 Scotch Corner
This project is about upgrading 
infrastructure so it can cope with the 
28,000 journeys that use the A66 
every day; 25% of which are heavy 
goods vehicles (HGVs). Since 2017, 
we have been working hard to deliver 
a safer, more connected A66 but most 
importantly, whether you’re a driver, 
passenger, pedestrian, cyclist or horse 
rider, we want to deliver an A66 that 
works for you.
In spring 2020, we announced our 
Preferred Route, based on evidence 
from what you told us at our consultation 
in 2019. Since then, we have been 
conducting further environmental and 
ecological surveys and have improved 
our proposals in several areas. 
In this consultation, we want your views 
on our route proposals so we can 
continue improving our design to provide 
a safer A66 for everyone. Please take a 
look at the materials – including maps, 
videos and banners – around this room 
for more information. 
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Scotch Corner 
Located on the A1(M), Scotch Corner is a critical junction on 
the A66 and acts as a gateway to Cumbria, the north-east and 
Scotland. To improve capacity, we are proposing several major 
upgrades that would reduce congestion and improve safety. 
Our proposals aim to ensure that the 
A1(M) junction 53 Scotch Corner meets 
the future needs of the area for years to 
come and can cope with the increased 
capacity of the A66 once the project has 
been completed.
We are proposing: 
■  To widen the Middleton Tyas Lane 
approach to the A1(M) junction 53 at 
Scotch Corner roundabout from one 
lane to two lanes 
■  Add an additional lane within the 
extents of the northern bridge cross 
section on the circulatory carriageway 
with amended lane marking on either 
side of the bridge 
■  Reuse the existing drainage system 
with relocated drains where required
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Penrith to 
Temple Sowerby
The A66 between Penrith and Temple Sowerby is a single 
carriageway section which varies in width. Along this section 
there are several private access points, including one for 
Center Parcs. These can be difficult and unsafe for drivers to 
manoeuvre when turning right on to or off the A66. The dual 
carriageway will closely follow the line of the current A66.
What we are proposing:
This scheme predominantly follows the 
line of the current existing route, but we 
will widen it to dual carriageway, providing 
more capacity. This would involve both 
widening the existing carriageway and 
building a new one to its north.
To enable people to safely join and leave 
the A66 on this stretch, we are also 
proposing to replace several junctions with 
a range of safer solutions. This includes:
■  Center Parcs: A new junction will 
provide access to the holiday park 
and local roads. This will cater for all 
movements on and off the new A66 
making it easier for drivers to join the 
main highway and prevent tailbacks at 
peak times. This two-level junction will 
ensure vehicles can safely join and 
leave the A66 in the same direction
■  St Ninian’s Church: We will convert 
the existing access point here to a 
left only junction to make access to 
and from the A66 safer for all. We 
will relocate the existing car park to 
accommodate this new junction 
■  Whinfell Holme Wastewater 
Treatment Works: We will convert 
the existing access point here to a left 
only junction to make access to and 
from the A66 safer for all 
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Cross Lanes  
to Rokeby
This is a 1.8-mile stretch of single carriageway, sandwiched 
between existing dual carriageways to the east and west.  
By upgrading the Cross Lanes to Rokeby section of the 
A66 to a dual carriageway, we can create a consistent road 
standard that helps minimise risks to all road users. 
We identified two options for both Cross 
Lanes and Rokeby, which presented 
three end-to-end options, depending on 
the combination taken forward. 
We’ve compared these junctions and 
considered how they work together 
in relation to impacts on people, the 
environment, traffic and technical 
viability. Our preferred option is Cross 
Lanes West and Rokeby West – together 
they are the Black Route. 
Our preferred design,  the Black Route: 
At Cross Lanes West,  
we are proposing to: 
■  Build a compact, grade-separated 
junction west of the existing Cross 
Lanes junction with a structure over the 
A66 that will serve this busy local route 
■  Provide better, safer links for walkers, 
cyclists and horse riders and remove 
an additional two direct access points 
from the A66 
At Rokeby West,  
we are proposing to: 
■  Build a compact, grade-separated 
junction west of St Mary’s Church  
and the Old Rectory, avoiding any 
direct impact on the Registered Park 
and Garden
■  Develop an underpass junction, 
providing access to Barnard Castle 
Road for all westbound traffic and 
diverting eastbound traffic via the old 
A66, which would form part of the 
local road network
If you would like further information 
about our sifting process to determine 
the route preference, please read our 
Route Development report and the 
Preliminary Environmental Information 
Report (PEIR), both of which can be 
found online via the A66 webpage or in 
deposit points and at event locations. 
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How to have your say
It is important to Highways England 
that you have your say on our proposed 
upgrades. 
The feedback you give us today, and 
throughout consultation, will help inform 
the development of the project. All our 
consultation materials, including our 
consultation brochure, can be found 
online on the A66 Northern Trans-
Pennine project website. 
This is your opportunity to give your 
views on our proposals before we 
submit our Development Consent Order application.
There are various ways that you can 
respond to the consultation.
■  Completing the feedback form online at 
www.highwaysengland.co.uk/A66-NTP
■  Posting your feedback form to Freepost 
A66  NORTHERN TRANS-PENNINE. 
You do not need a stamp.
■  Leaving your completed feedback form 
with us at the consultation events.
If you do not want to complete  
a feedback form, you can:
■  Email us at A66NTP@
highwaysengland.co.uk
■  Write to us, marking your envelope 
Freepost A66 NORTHERN  
TRANS-PENNINE. You do not need  
a stamp. 
For any questions, please contact us: 
Email:  
A66NTP@highwaysengland.co.uk 
Call: 0333 090 1192 (local call rate) 
Follow:
■  Twitter – @A66NTP,  
@HighwaysNWEST and  
@HighwaysNEAST 
■  Facebook – A66 Northern  
Trans-Pennine project 
If you would like any further information 
on the Development Consent Order 
application process, please visit the 
Planning Inspectorate’s website: https://
infrastructure. planninginspectorate.gov.
uk/applicationprocess/the-process/ 
Thank you for your continued support 
and engagement with this project. 
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Designing a safer A66 
Throughout the design of this project, we have worked with 
local authorities, landowners and local people to balance the 
impact of our design on both people and places. 
The old A66 has an outdated design 
and no longer meets modern standards. 
It is frequently congested, has many 
dangerous turnings and junctions, 
varying speed limits and inconsistent 
standards. As well as these factors, the 
current A66 carries double the national 
average of HGVs. This creates accident 
hotspots and unreliable journeys for 
everyone who relies on this road. 
We want the design of the new A66 to 
improve connectivity to key employment 
areas, reduce the number of accidents 
and keep traffic moving. As well as 
increasing investment across the north 
and strengthening local and regional 
economies, our design approach seeks 
to protect the environment and boost 
local connectivity. 
We’ve completed a traffic modelling 
exercise, which looks at value for money 
and environmental impact to inform 
the design. Once the new design is 
operational, it is anticipated that users 
will save between 11 and 13 minutes 
(20-23%) when travelling along the A66 
corridor in future years.
We have also prioritised maintaining 
local connectivity – every junction has 
been tailored to meet the needs of 
individual communities.
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A66 Northern  
Trans-Pennine project
Statutory Consultation feedback form 
24 September to 6 November 2021 
----------------Page (0) Break----------------

----------------Page (1) Break----------------
1
Key
              Single carriageway
              Dual carriageway
M6 junction 40 to Kemplay Bank Penrith to Temple Sowerby
Temple Sowerby to Appleby – Kirkby Thore
Appleby to Brough
Temple Sowerby to Appleby – CrackenthorpeBowes Bypass
Cross Lanes to Rokeby 
Stephen Bank to Carkin Moor
A1(M) junction 53 Scotch Corner
39
38
41
62
61
60
59
58
57
56
53
51
37
Darlington
Richmond
Bowes
Brough
BarnardCastle
Penrith
A1 (M)
A688
A685
A685
A683
A684
A686
A690
A688
A690
A6108
A167
A167
A167
A684
A67A67
A68
A68
A66M6
M6
Lake DistrictNational Park
Yorkshire DalesNational Park
North PenninesArea of Outstanding
Natural Beauty 
A66
A66
A66
40
N
Introduction
The A66 Northern Trans-Pennine project covers the length of the A66 between the M6 junction 
40 at Penrith to the A1(M) junction 53 at Scotch Corner, which is approximately 50 miles long. 
The project involves dualling the remaining single carriageway sections of the A66 along with 
improvements at key junctions along these lengths. 
The A66 plays an integral role for journeys across the north of England and connects the wider 
road network with surrounding communities, businesses and countryside. The route provides 
businesses and hauliers a direct link between the east and west coasts of England and the 
central belt of Scotland, connecting Leeds, Sheffield, and Norwich, with Edinburgh and Glasgow.
Why we’re consulting 
A major infrastructure scheme like the A66 project requires a Development Consent Order 
(DCO) in order to be built, maintained and operated. As part of the planning process we’re 
required to consult about the proposed application for a DCO, before the application is 
submitted to the Planning Inspectorate. You can find out more about the planning process – 
click here.
The purpose of this consultation is to seek your views on the proposals. Your feedback is 
important and will inform our continuing development of the project before we submit our 
Development Consent Order application. 
Map showing the remaining sections to be dualled as part of the A66NTP project
----------------Page (2) Break----------------
2
How to share your views
You can respond to this consultation in a number of ways:
■	 Online: by completing this feedback form on the project webpage or virtual consultation 
room at www.highwaysengland.co.uk/A66-NTP
■	 Email: by sending your feedback form to A66NTP@highwaysengland.co.uk
■	 Freepost: FREEPOST A66 NORTHERN TRANS-PENNINE PROJECT 
■	 Calling on 0333 090 1192 to request a hard copy of the feedback form  
and send it to us using the Freepost address
If you need additional space to provide your comments to one of the questions,  
please see the final page and state which question number you are responding to.
It is important that we receive your feedback by 23.59 on 6 November 2021.  
Responses received after this time may not be considered. 
More information 
A consultation brochure and map booklet have been produced to describe the proposals and 
provide detailed maps for each section within the project. Please read the consultation material 
before responding to this feedback form. The brochure and further information, including plans and 
our Preliminary Environmental Information Report (PEIR) with its accompanying Non-Technical 
Summary, are available: 
■		On the project webpage and virtual consultation room:  
www.highwaysengland.co.uk/A66-NTP
■		At public consultation events, where the project proposals will be on display and members  
of the project team available to answer questions
■		Deposit points, where copies of the consultation documents can be viewed
Details about the public events and deposit points are available on the project webpage or you 
can call us on 0333 090 1192 to find out more. For further information, hard copy requests or 
accessible consultation materials requests, email A66NTP@highwaysengland.co.uk or call 
0333 090 1192.
----------------Page (3) Break----------------
3
About you 
We’d be grateful if you’d tell us a bit about 
yourself. This will enable us to update you 
on the outcome of the consultation and the 
next steps for this project. We won’t share this 
information or use it for any other purpose.  
For information on how we collect and store 
data, please refer to page 17.
Firstly
Have you received any letters or emails from 
our partner Ardent about the potential impact 
on your land or property? 
Yes   No
Secondly
If you’d prefer your comments to be 
anonymous, please provide your postcode 
(first five digits), so we can understand 
where you live in relation to the project. 
Name:
Address:
Postcode:
Email:
Thirdly
Are you responding on your own behalf  
or on behalf of an organisation or group? 
Providing my own response
 Providing a response on behalf 
of an organisation or group 
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4
About you 
Finally
Person you are representing (if applicable): 
Organisation Name:
Organisation Address:
What method of transport do you use  
to travel on the A66?
Car
HGV
Walk
Bicycle
Public transport
Other commercial 
vehicle
Horse/horse-drawn 
vehicle
Other
I am... or I represent... (select any that apply): 
Academic institution / organisation
 Action group
 Business
 Business representative group  
(such as Chambers of Commerce)
Charity / voluntary sector group
 Elected representative  
(such as MPs or local councillors)
 Environment, heritage, amenity  
or community group (such as  
environmental group, recreation  
group or community interests)
Land interest, land agent,  
agricultural tenant 
Local government (such as county  
councils, district councils, parish and  
town councils)
 Professional body/representative group
Resident
Statutory consultee
Transport organisation
Utilities organisation
Prefer not to say
Local road user
 Other
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5
User guide for this feedback form
This feedback form has been split into 10 sections each asking questions 
about specific areas of the project. Please use the contents section 
below to help you complete this feedback form based on your area(s) 
of interest. You can fill in as much or as little of the form as you like. 
M6 junction 40 to Kemplay Bank
Penrith to Temple Sowerby
Temple Sowerby to Appleby – Kirkby Thore 
Temple Sowerby to Appleby – Crackenthorpe
Appleby to Brough
Bowes Bypass
Cross Lanes to Rokeby 
Stephen Bank to Carkin Moor 
A1(M) junction 53 Scotch Corner
For general questions about the project and this consultation
CLICK HERE
CLICK HERE
CLICK HERE
CLICK HERE
CLICK HERE
CLICK HERE
CLICK HERE
CLICK HERE
CLICK HERE
CLICK HERE
----------------Page (6) Break----------------
6
M6 junction 40 to Kemplay Bank
More information on this section can be found in the consultation brochure.
Q1 Please provide your comments on the M6 junction 40 to Kemplay Bank proposal. 
Below is a list of key topics you may like to consider when sharing your comments.  
Please use these topics as headings throughout your response. 
■	 Construction
■	 Costs and funding
■	 Engineering design
■	 Environment (including comments  
on the PEIR)
■	 Land ownership
■	 Traffic, transport and junctions
■	 Walking, cycling and horse-riding
■	 Other (such as any additional important 
local knowledge relevant to the scheme) 
BACK TO USER GUIDE
----------------Page (7) Break----------------
7
Penrith to Temple Sowerby
More information on this section can be found in the consultation brochure.
Q2 Please provide your comments on the Penrith to Temple Sowerby proposal.  
Below is a list of key topics you may like to consider when sharing your comments. 
Please use these topics as headings throughout your response. 
■	 Construction
■	 Costs and funding
■	 Engineering design
■	 Environment (including comments  
on the PEIR)
■	 Land ownership
■	 Traffic, transport and junctions
■	 Walking, cycling and horse-riding
■	 Other (such as any additional important 
local knowledge relevant to the scheme)
BACK TO USER GUIDE
----------------Page (8) Break----------------
8
Temple Sowerby to Appleby – Kirkby Thore
More information on this section can be found in the consultation brochure.
Q3(a) Do you agree with our preferred alignment for this scheme?
Yes   No   No preference  
Q3(b) Please provide any information that supports your answer above.
Q3(c) Please share any additional comments you may have on the Temple Sowerby to 
Appleby – Kirkby Thore proposal. Below is a list of key topics you may like to consider 
when sharing your comments. Please use these topics as headings throughout your
response. 
■	 Construction
■	 Costs and funding
■	 Engineering design
■		Environment (including comments  
on the PEIR)
■	 Land ownership
■	 Traffic, transport and junctions
■	 Walking, cycling and horse-riding
■	 Other (such as any additional important 
local knowledge relevant to the scheme)
BACK TO USER GUIDE
----------------Page (9) Break----------------
9
Temple Sowerby to Appleby – Crackenthorpe
More information on this section can be found in the consultation brochure.
Q4 Please provide your comments on the Temple Sowerby to Appleby-Crackenthorpe 
proposal. Below is a list of key topics you may like to consider when sharing your 
comments. Please use these topics as headings throughout your response. 
■	Construction
■	Costs and funding
■	Engineering design
■		Environment (including comments  
on the PEIR)
■	Land ownership
■	Traffic, transport and junctions
■	Walking, cycling and horse-riding
■		Other (such as any additional important 
local knowledge relevant to the scheme)
BACK TO USER GUIDE
----------------Page (10) Break----------------
10
Appleby to Brough
More information on this section can be found in the consultation brochure.
Q5(a) Do you agree with the preferred alignment for this scheme?
Yes   No   No preference  
Q5(b) Please provide any information that supports your answer above.
Q5(c) Please share any additional comments you may have on the Appleby to Brough 
proposal. Below is a list of key topics you may like to consider when sharing your 
comments. Please use these topics as headings throughout your response. 
■	Construction
■	Costs and funding
■	Engineering design
■		Environment (including comments  
on the PEIR)
■	Land ownership
■	Traffic, transport and junctions
■	Walking, cycling and horse-riding
■		Other (such as any additional important 
local knowledge relevant to the scheme)
BACK TO USER GUIDE
----------------Page (11) Break----------------
11
Bowes Bypass 
More information on this section can be found in the consultation brochure.
Q6 Please provide your comments on the Bowes Bypass proposal. Below is a list of key 
topics you may like to consider when sharing your comments. Please use these topics
as headings throughout your response. 
■	Construction
■	Costs and funding
■	Engineering design
■		Environment (including comments  
on the PEIR)
■	Land ownership
■	Traffic, transport and junctions
■	Walking, cycling and horse-riding
■		Other (such as any additional important 
local knowledge relevant to the scheme)
BACK TO USER GUIDE
----------------Page (12) Break----------------
12
Cross Lanes to Rokeby
More information on this section can be found in the consultation brochure.
Q7(a) Do you agree with the preferred junction at Cross Lanes?
Yes   No   No preference   
Q7(b) Do you agree with the preferred junction at Rokeby?
Yes   No   No preference  
Q7(c) Please provide any information that supports your answers above.
Q7(d) Please share any additional comments you may have on the Cross Lanes to 
Rokeby proposal. Below is a list of key topics you may like to consider when sharing 
your comments. Please use these topics as headings throughout your response. 
■	Construction
■	Costs and funding
■	Engineering design
■		Environment (including comments  
on the PEIR)
■	Land ownership
■	Traffic, transport and junctions
■	Walking, cycling and horse-riding
■		Other (such as any additional important 
local knowledge relevant to the scheme)
BACK TO USER GUIDE
----------------Page (13) Break----------------
13
Stephen Bank to Carkin Moor
More information on this section can be found in the consultation brochure.
Q8 Please provide your comments on the Stephen Bank to Carkin Moor proposal.  
Below is a list of key topics you may like to consider when sharing your comments. 
Please use these topics as headings throughout your response. 
■	Construction
■	Costs and funding
■	Engineering design
■		Environment (including comments  
on the PEIR)
■	Land ownership
■	Traffic, transport and junctions
■	Walking, cycling and horse-riding
■		Other (such as any additional important 
local knowledge relevant to the scheme)
BACK TO USER GUIDE
----------------Page (14) Break----------------
14
A1(M) junction 53 Scotch Corner
More information on this section can be found in the consultation brochure.
Q9 Please provide your comments on the A1(M) junction 53 Scotch Corner proposal. 
Below is a list of key topics you may like to consider when sharing your comments. 
Please use these topics as headings throughout your response. 
■	Construction
■	Costs and funding
■	Engineering design
■		Environment (including comments  
on the PEIR)
■	Land ownership
■	Traffic, transport and junctions
■	Walking, cycling and horse-riding
■		Other (such as any additional important 
local knowledge relevant to the scheme)
BACK TO USER GUIDE
----------------Page (15) Break----------------
15
General questions
More information on the project as a whole can be found in the consultation brochure.
Q10 To what extent do you agree with dualling the remaining single carriageway sections 
of the A66? 
Support   Neutral   Oppose   
Q11 Please provide any additional comments you may have to support your response  
to Question 10. 
Consultation
Q12 How did you hear about this consultation? Select all that apply. 
Flyer
Poster in local facility/office/business
Letter
Press release/ newspaper advert
Project webpage
Direct email from Highways England
Social media (Twitter, Facebook, etc)
Other (such as local knowledge) 
BACK TO USER GUIDE
----------------Page (16) Break----------------
16
Additional space to provide your comments to the questions.  
Please state which question number you are responding to.
BACK TO USER GUIDE
----------------Page (17) Break----------------
17
© Crown copyright 2021.
You may re-use this information (not 
including logos) free of charge in any 
format or medium, under the terms of the 
Open Government Licence. To view this 
licence: visit www.nationalarchives.gov.
uk/doc/open-government-licence/ write to 
the Information Policy Team, The National 
Archives, Kew, London TW9 4DU, or email 
psi@nationalarchives.gsi.gov.uk
Mapping (where present): © Crown copyright 
and database rights 2020 OS 100030649. 
You are permitted to use this data solely to 
enable you to respond to, or interact with, the 
organisation that provided you with the data. 
You are not permitted to copy, sub-licence, 
distribute or sell any of this data to third 
parties in any form.
This document is also available on our 
website at www.highwaysengland.co.uk
For an accessible version of this publication 
please call 0300 123 5000 and we will  
help you.
If you need help accessing this or any other 
Highways England information, please call 
0333 090 1192 and we will help you.
If you have any enquiries about this publication 
email info@highwaysengland.co.uk or call 
0333 090 1192*. Please quote the Highways 
England publications code PR126/21. 
Designer’s code DTFFO/9/21.
*Calls to 03 numbers cost no more than a 
national rate call to an 01 or 02 number and 
must count towards any inclusive minutes in 
the same way as 01 and 02 calls.
These rules apply to calls from any type of 
line including mobile, BT, other fixed line 
or payphone. Calls may be recorded or 
monitored.
Printed on paper from well-managed forests 
and other controlled sources when issued 
directly by Highways England.
Registered office Bridge House, 1 Walnut 
Tree Close, Guildford GU1 4LZ.
Highways England Company Limited 
registered in England and Wales number 
09346363.
On 20 August 2021, it was announced that 
Highways England would be changing 
its name to National Highways. The name 
change reflects the role of the strategic 
road network – to connect the nation’s 
regions – and the part it plays in setting 
Highways standards across the UK.
We have continued this consultation under 
the Highways England branding to avoid 
confusion but will be rebranding this project 
as of 8 November.
The remit of the organisation has not 
changed and we will continue to operate and 
maintain England’s motorways and A roads.
----------------Page (18) Break----------------

----------------Page (19) Break----------------


Slope (3:1) - Width varies
Slope (3:1) - Width varies
Verge(4.0m)
Hard strip(1.0m)
Lane 1(3.65m)
Lane 2(3.65m)
Hard strip(1.0m)
Centralreserve(2.5m)
Hard strip(1.0m)
Lane 2(3.65m)
Lane 1(3.65m)
Hard strip(1.0m)
Verge(4.0m)
Boundary treatments-Fence / hedge /  drystone wall
Vehicle restraint system
(VRS)
Vehicle restraintsystem (VRS)
Maintenance access
(3.5m)
Cut offdrain(3.5m)
1.0m
Maintenance access
(3.5m)
Cut offdrain(3.5m)
1.0m
Typical Section - Main Line (Embankment)
Scale 1:250
Boundary treatments-Fence / hedge /  dry
stone wall
Concrete drainagechannel
Concrete drainage
channel
Vehicle restraint system
(VRS)
Slope (3:1) - Width varies
Slope (3:1) - Width varies
Verge(4.0m)
Hard strip(1.0m)
Lane 1(3.65m)
Lane 2(3.65m)
Hard strip(1.0m)
Centralreserve(2.5m)
Hard strip(1.0m)
Lane 2(3.65m)
Lane 1(3.65m)
Hard strip(1.0m)
Verge(4.0m)
Boundary treatments-Fence / hedge /  drystone wall
Vehicle restraint system
(VRS)
Vehicle restraintsystem (VRS)
Maintenance access
(3.5m)
Cut offdrain(3.5m)
1.0m
Maintenance access
(3.5m)
Cut offdrain(3.5m)
1.0m
Typical Section - Main Line (Cutting)
Scale 1:250
Boundary treatments-Fence / hedge /  dry
stone wall
Concrete drainagechannel
Concrete drainage
channel
Vehicle restraint system
(VRS)
Typical Section - Structure Carrying Main Line
Scale 1:250
7.3m
Carriageway
1.0m
Hard strip
1.0m
Hard strip
1.0 mHard strip
7.3m
Carriageway
2.5mVerge
2.5mVerge
Centralreserve
1.0 m
Hard strip
Typical Section - Main Line Over Culvert Structure
Scale 1:250
Centralreserve
7.3m
Carriageway
1.0m
Hard strip
1.0m
Hard strip
1.0 mHard strip
7.3m
Carriageway
4.0mVerge
4.0mVerge1.0 m
Hard strip
Culvert
Project Name
Revision
Scale :
Drawing Title
Dimensions :
ClientSuitability
@ A1
Project Ref. No.
Stage
Project
Originator
Volume
Location
Type
|
Number
-
|-
-|
|-
Role
-|
Drawing Number
Suitability Description
Approved
Reviewed
Revision details
Checked
Authorised
Createddd/mm/yy
dd/mm/yy
dd/mm/yy
dd/mm/yy
dd/mm/yy
Revision
|-
DesignerAmey OW LimitedChancery Exchange10 Furnival StreetLondon, EC4A 1AB3 Piccadilly PlaceManchesterM1 3BNA66 Northern Trans-PennineA66 Typical SectionsSheet 1 of 3
---
PCF3
As Shown
M
HE565627
AMY
HGN
S00
DR
CH
000002
S1
Fit for Co-ordination
P01
P01
CFRI10/09/21
SCHO10/09/21
ASCR10/09/21
DKID10/09/21
SBAG10/09/21
---
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NOTES
1.
ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE NOTED.
2.
THE DESIGN SHOWN ON THESE ENGINEERING SECTIONDRAWINGS IS ILLUSTRATIVE AND WILL BE SUBJECT TODETAILED DESIGN DEVELOPMENT.
3.
ACTUAL SECTIONS MAY VARY BASED ON CONSTRAINTS ATINDIVIDUAL LOCATIONS.
----------------Page (0) Break----------------
Typical Section - Private Means of Access/AccessTrack (In Embankment)
Scale 1:200
Boundary
treatments- Fence
/ hedge /  dry
stone wall
Boundarytreatments- Fence/ hedge /  drystone wall
Slope (3:1) - Width varies
Carriageway4.0m (min)
Slope (3:1) - Width varies
Verge 1m
Verge 1m
1m
1m
Typical Section - Private Means of Access/Access Track (In Cutting)
Scale 1:200
Boundary
treatments- Fence
/ hedge /  dry
stone wall
Boundarytreatments- Fence/ hedge /  drystone wall
Slope (3:1) - Width varies
Carriageway4.0m (min)
1m
Verge 1m
Verge 1m
Slope (3:1) - Width varies1m
Typical Section - Private Means of Access next to A66 Mainline
Scale 1:100
Verge (if applicable)
1.0m
Carriageway4.0m (min)
Slope (3:1) - Width varies
Centralreserve(2.5m)
Hard strip(1.0m)
Lane 2(3.65m)
Lane 1(3.65m)
Hard strip(1.0m)Verge(4.0m)
Vehicle restraint
system (VRS)
Vehicle restraintsystem (VRS)
Maintenance access
(3.5m)
Cut offdrain(3.5m)
Verge(1.0m)
Boundary
treatments- Fence
/ hedge /  dry
stone wall
Verge (if applicable)
1.0m
Boundarytreatments- Fence/ hedge /  drystone wall
Typical Section - Structure Carrying Private Means of Access/Access Track
Scale 1:125Carriageway4.0m (min)
Hard vergewidth varies
Hard vergewidth varies
Carriageway4.0m (min)
5.3m
Typical Section - Private Means of Access/Access Track Underpass
Scale 1:125
Hard vergewidth varies
Hard vergewidth varies
Project Name
Revision
Scale :
Drawing Title
Dimensions :
ClientSuitability
@ A1
Project Ref. No.
Stage
Project
Originator
Volume
Location
Type
|
Number
-
|-
-|
|-
Role
-|
Drawing Number
Suitability Description
Approved
Reviewed
Revision details
Checked
Authorised
Createddd/mm/yy
dd/mm/yy
dd/mm/yy
dd/mm/yy
dd/mm/yy
Revision
|-
DesignerAmey OW LimitedChancery Exchange10 Furnival StreetLondon, EC4A 1AB3 Piccadilly PlaceManchesterM1 3BNA66 Northern Trans-PennineA66 Typical SectionsSheet 2 of 3
---
PCF3
As Shown
M
HE565627
AMY
HGN
S00
DR
CH
000003
S1
Fit for Co-ordination
P01
P01
CFRI10/09/21
SCHO10/09/21
ASCR10/09/21
DKID10/09/21
SBAG10/09/21
---
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NOTES
1.
ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE NOTED.
2.
THE DESIGN SHOWN ON THESE ENGINEERING SECTIONDRAWINGS IS ILLUSTRATIVE AND WILL BE SUBJECT TODETAILED DESIGN DEVELOPMENT
.
3.
ACTUAL SECTIONS MAY VARY BASED ON CONSTRAINTS ATINDIVIDUAL LOCATIONS.
----------------Page (1) Break----------------
Slope (3:1) - Width varies
Verge(2.5m)
Cut offdrain(3.5m)1.0m
Typical Section - Side Road (Embankment)
Scale 1:200
Boundary
treatments- Fence
/ hedge /  dry
stone wall
Slope (3:1) - Width varies
Cut offdrain(3.5m)
1.0m
Boundarytreatments- Fence/ hedge /  drystone wall
Maintenance access
(3.5m)
Verge(2.5m)
Maintenance access
(3.5m)
Carriageway
7.3m
Vehiclerestraintsystem(VRS)
Vehiclerestraintsystem(VRS)
Slope (3:1) - Width variesVerge(2.5m)
Vehiclerestraintsystem(VRS)
Cut offdrain(3.5m)1.0m
Typical Section - Side Road (Cutting)
Scale 1:200
Boundary
treatments- Fence
/ hedge /  dry
stone wall
Slope (3:1) - Width varies
Vehiclerestraintsystem(VRS)
Cut offdrain(3.5m)
1.0m
Boundarytreatments- Fence/ hedge /  drystone wall
Maintenance access
(3.5m)
Verge(2.5m)
Maintenance access
(3.5m)
Carriageway
7.3m
Typical Section - Structure Carrying Side Road with Footway
Scale 1:125
Hardstrip (where applicable)
1.0m
Hardstrip (where applicable)
1.0m
Carriageway
7.3m
Hard verge
2.5m
Footway2.5m
Parapet(varies)
Typical Section - Structure Carrying Side Road with Cycleway
Scale 1:125
Hardstrip (where applicable)
1.0m
Hardstrip (where applicable)
1.0m
Carriageway
7.3m
Hard verge
2.5m
Hard verge (sharedfootway/cycle way)
4.0m*
Parapet(varies)
* cycleway width will vary dependant on usage and applicable standards
Typical Section - Bridleway
Scale 1:100
Typical Section - Public Right of Way (Footway)
Scale 1:100
Order limits
Boundarytreatments- Fence/ hedge /  drystone wall
Order limits
Boundary
treatments- Fence
/ hedge /  dry
stone wall
Order limits
Boundarytreatments- Fence/ hedge /  drystone wall
Order limits
Boundary
treatments- Fence
/ hedge /  dry
stone wall
Surface3.0m
Surface2.0m (min)
1.0m
1.5m
1.0m
1.5m
1.5m
1.5m
Access5.0m
3.7m
Typical Section - Underpass for Bridleway
Scale 1:125
Project Name
Revision
Scale :
Drawing Title
Dimensions :
ClientSuitability
@ A1
Project Ref. No.
Stage
Project
Originator
Volume
Location
Type
|
Number
-
|-
-|
|-
Role
-|
Drawing Number
Suitability Description
Approved
Reviewed
Revision details
Checked
Authorised
Createddd/mm/yy
dd/mm/yy
dd/mm/yy
dd/mm/yy
dd/mm/yy
Revision
|-
DesignerAmey OW LimitedChancery Exchange10 Furnival StreetLondon, EC4A 1AB3 Piccadilly PlaceManchesterM1 3BNA66 Northern Trans-PennineA66 Typical SectionsSheet 3 of 3
---
PCF3
As Shown
M
HE565627
AMY
HGN
S00
DR
CH
000006
S1
Fit for Co-ordination
P01
P01
CFRI10/09/21
SCHO10/09/21
ASCR10/09/21
DKID10/09/21
SBAG10/09/21
---
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NOTES
1.
ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE NOTED.
2.
THE DESIGN SHOWN ON THESE ENGINEERING SECTIONDRAWINGS IS ILLUSTRATIVE AND WILL BE SUBJECT TODETAILED DESIGN DEVELOPMENT
.
3.
ACTUAL SECTIONS MAY VARY BASED ON CONSTRAINTS ATINDIVIDUAL LOCATIONS.
----------------Page (2) Break----------------


50000.00050100.00050200.00050300.00050400.00050500.000
50600.00050700.00050800.000
50900.000
51000.000
51100.000
For continuation refer to drawing sheet 2
Datum: 260.000 mAOD
PROPOSED LEVELS
SURVEY LEVELS
LEVEL DIFFERENCE
HORIZONTAL
VERTICAL
SUPERELEVATION
CHAINAGE
288.188287.243286.490285.926285.530285.302285.240285.344285.615286.053286.658287.377288.013288.547288.978289.308289.536289.662289.685289.607289.426
288.188287.250286.499285.967285.558285.374285.283285.401285.658286.121286.681287.370287.979288.338288.750289.261289.342289.485289.556289.598289.397
0.000-0.007-0.008-0.041-0.028-0.072-0.043-0.056-0.043-0.068-0.0230.0070.0340.2090.2280.0470.1940.1760.1290.0090.030
L =81.535mL =185.242mR: 2880.000mL: 101.362m
R: 2880.000m
L: 103.186m
L =180.440m
R: 10000.000m
L: 71.433m
A: 351.20
L: 120.922m
R: 1020.000m
L: 79.261m
A: 351.20
L: 38.695m
R: 1500.000m
L: 649.304m
R =13000.000
L =121.909
R =15000.000
L =396.889
R =24500.000
L =1223.462
L= -2.5%
R= -2.5%
L= 5.0%
R= -5.0%
L= 5.0%
R= -5.0%
L= 3.4%
R= -3.4%
50000.0050050.0050100.0050150.0050200.0050250.0050300.0050350.0050400.0050450.0050500.0050550.0050600.0050650.0050700.0050750.0050800.0050850.0050900.0050950.0051000.00
N
Project Name
Revision
Scale :
Drawing Title
Dimensions :
Client
Suitability
@ A1Project Ref. No.Stage
ProjectOriginatorVolume
LocationType
|
Number
-
|
-
-
||
-
Role
-
|
Drawing Number
Suitability Description
ApprovedReviewed
Revision details
CheckedAuthorisedCreated
dd/mm/yydd/mm/yydd/mm/yydd/mm/yydd/mm/yy
Revision
|
-
Designer
Amey OW Limited
Chancery Exchange
10 Furnival Street
London, EC4A 1AB
3 Piccadilly Place
Manchester
M1 3BN
A66 Northern Trans-Pennine
Bowes Bypass
Plan and Profile Mainline
Sheet 1 of 3
---
1:2500
M
HE565627AMYHML
S07DRCH000001
S3Fit for Internal Review and CommentP01
P01
ISSUED FOR STAT. CON. MAPBOOKS
ATUN
01/09/21
SHOT
01/09/21
AREM
01/09/21
RPEA
01/09/21
FMOL
02/09/21
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050100 m
050100 m
NOTES
1.ALL DIMENSIONS ARE IN METRES ABOVE DATUM UNLESS
NOTED OTHERWISE.
2.THE DESIGN SHOWN ON THESE ENGINEERING SECTION
DRAWINGS IS ILLUSTRATIVE AND WILL BE SUBJECT TO
DETAILED DESIGN DEVELOPMENT.
© Crown copyright and database right (2020). All rights reserved. OS 100030649.
SCHEME KEY PLAN
N
KEY
Plan
THE SCHEME (SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY)
CURVE ALIGNMENT
STRAIGHT ALIGNMENT
TRANSITION ALIGNMENT
ROAD NAMES
CHAINAGE (MEASURED DISTANCE ALONG
THE SCHEME LENGTH)Profile
PROPOSED VERTICAL DESIGN LEVEL
EXISTING GROUND LEVEL
####
2140020000
Plan View
Profile View
A66
Pennine Way
(Bowes Loop)
Low Road
The Street
Scale H 1:2500; V 1:500
----------------Page (0) Break----------------
50600.000
50700.000
50800.000
50900.000
51000.000
51100.000
51200.000
51300.00051400.00051500.000
51600.000
51700.000
51800.00051900.00052000.000
52100.000
52200.000
52300.000
For continuation refer to drawing sheet 1
For continuation refer to drawing sheet 3
Datum: 260.000 mAOD
PROPOSED LEVELS
SURVEY LEVELS
LEVEL DIFFERENCE
HORIZONTAL
VERTICAL
SUPERELEVATION
CHAINAGE
289.426289.144288.759288.273287.684286.993286.201285.306284.309283.210282.010280.707279.302277.795276.186274.478272.849271.398270.126269.032268.117
289.397289.120288.689288.279287.614286.992286.162285.271284.333283.239282.060280.767279.390277.950276.303274.447272.813271.359270.114269.086268.146
0.0300.0230.071-0.0060.0700.0020.0390.035-0.024-0.029-0.051-0.060-0.088-0.156-0.1180.0310.0360.0390.012-0.054-0.030
L =111.622mA: 351.20L: 82.227m
R: 1500.000m
L: 649.304m
A: 351.20
L: 86.252mR: 1430.000mL: 486.135m
R =24500.000
L =1223.462
R =14000.000
L =403.440
L= 3.4%
R= -3.4%
L= -2.5%
R= -2.5%
L= -2.5%
R= -2.5%
L= -3.6%
R= 3.6%
51000.0051050.0051100.0051150.0051200.0051250.0051300.0051350.0051400.0051450.0051500.0051550.0051600.0051650.0051700.0051750.0051800.0051850.0051900.0051950.0052000.00
N
Project Name
Revision
Scale :
Drawing Title
Dimensions :
Client
Suitability
@ A1Project Ref. No.Stage
ProjectOriginatorVolume
LocationType
|
Number
-
|
-
-
||
-
Role
-
|
Drawing Number
Suitability Description
ApprovedReviewed
Revision details
CheckedAuthorisedCreated
dd/mm/yydd/mm/yydd/mm/yydd/mm/yydd/mm/yy
Revision
|
-
Designer
Amey OW Limited
Chancery Exchange
10 Furnival Street
London, EC4A 1AB
3 Piccadilly Place
Manchester
M1 3BN
A66 Northern Trans-Pennine
Bowes Bypass
Plan and Profile Mainline
Sheet 2 of 3
---
1:2500
M
HE565627AMYHML
S07DRCH000002
S3Fit for Internal Review and CommentP01
P01
ISSUED FOR STAT. CON. MAPBOOKS
ATUN
01/09/21
SHOT
01/09/21
AREM
01/09/21
RPEA
01/09/21
FMOL
02/09/21
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---
---
---
---
---
---
---
---
---
---
---
050100 m
050100 m
NOTES
1.ALL DIMENSIONS ARE IN METRES ABOVE DATUM UNLESS
NOTED OTHERWISE.
2.THE DESIGN SHOWN ON THESE ENGINEERING SECTION
DRAWINGS IS ILLUSTRATIVE AND WILL BE SUBJECT TO
DETAILED DESIGN DEVELOPMENT.
© Crown copyright and database right (2020). All rights reserved. OS 100030649.
SCHEME KEY PLAN
N
KEY
Plan
THE SCHEME (SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY)
CURVE ALIGNMENT
STRAIGHT ALIGNMENT
TRANSITION ALIGNMENT
ROAD NAMES
CHAINAGE (MEASURED DISTANCE ALONG
THE SCHEME LENGTH)Profile
PROPOSED VERTICAL DESIGN LEVEL
EXISTING GROUND LEVEL
####
2140020000
Plan View
Profile View
A67
A66
Low Road
Scale H 1:2500; V 1:500
----------------Page (1) Break----------------
51900.000
52000.000
52100.000
52200.00052300.00052400.00052500.00052600.00052700.00052800.000
52900.00052941.228
For continuation refer to drawing sheet 2
Datum: 260.000 mAOD
PROPOSED LEVELS
SURVEY LEVELS
LEVEL DIFFERENCE
HORIZONTAL
VERTICAL
SUPERELEVATION
CHAINAGE
268.117267.380266.823266.443266.137265.832265.526265.221264.915264.610264.305264.000263.772263.668263.690263.836264.108264.505265.092
268.146267.410266.817266.440266.161265.846265.480265.300265.032264.518264.370263.997263.761263.651263.695263.864264.142264.559265.042
-0.030-0.0300.0050.003-0.024-0.0150.046-0.080-0.1170.092-0.0660.0030.0110.018-0.005-0.028-0.034-0.0540.050
R: 5581.528m
L: 500.409mR: 1430.000mL: 486.135m
A: 348.59
L: 63.203m
R =14000.000
L =403.440
G =-0.611%
L =398.489
R =20000.000
L =316.017
R =7500.000
L =81.022
L= -3.6%
R= 3.6%
L= -2.5%
R= -2.5%
52000.0052050.0052100.0052150.0052200.0052250.0052300.0052350.0052400.0052450.0052500.0052550.0052600.0052650.0052700.0052750.0052800.0052850.0052900.0052950.0053000.00
N
Project Name
Revision
Scale :
Drawing Title
Dimensions :
Client
Suitability
@ A1Project Ref. No.Stage
ProjectOriginatorVolume
LocationType
|
Number
-
|
-
-
||
-
Role
-
|
Drawing Number
Suitability Description
ApprovedReviewed
Revision details
CheckedAuthorisedCreated
dd/mm/yydd/mm/yydd/mm/yydd/mm/yydd/mm/yy
Revision
|
-
Designer
Amey OW Limited
Chancery Exchange
10 Furnival Street
London, EC4A 1AB
3 Piccadilly Place
Manchester
M1 3BN
A66 Northern Trans-Pennine
Bowes Bypass
Plan and Profile Mainline
Sheet 3 of 3
---
1:2500
M
HE565627AMYHML
S07DRCH000003
S3Fit for Internal Review and CommentP01
P01
ISSUED FOR STAT. CON. MAPBOOKS
ATUN
01/09/21
SHOT
01/09/21
AREM
01/09/21
RPEA
01/09/21
FMOL
02/09/21
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
050100 m
050100 m
NOTES
1.ALL DIMENSIONS ARE IN METRES ABOVE DATUM UNLESS
NOTED OTHERWISE.
2.THE DESIGN SHOWN ON THESE ENGINEERING SECTION
DRAWINGS IS ILLUSTRATIVE AND WILL BE SUBJECT TO
DETAILED DESIGN DEVELOPMENT.
© Crown copyright and database right (2020). All rights reserved. OS 100030649.
SCHEME KEY PLAN
N
KEY
Plan
THE SCHEME (SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY)
CURVE ALIGNMENT
STRAIGHT ALIGNMENT
TRANSITION ALIGNMENT
ROAD NAMES
CHAINAGE (MEASURED DISTANCE ALONG
THE SCHEME LENGTH)Profile
PROPOSED VERTICAL DESIGN LEVEL
EXISTING GROUND LEVEL
####
2140020000
Plan View
Profile View
A66
Scale H 1:2500; V 1:500
----------------Page (2) Break----------------


For continuation refer to drawing 000001
For continuation refer to drawing 000002
A66
Dick ScotLane
69972.496
70100
70200
70300
70400
70500
70600
70700
70800
70900
71000
71100
71200
71300
Datum: 140.000 mAOD
PROPOSED LEVELSSURVEY LEVELSLEVEL DIFFERENCEHORIZONTALVERTICALSUPERELEVATIONCHAINAGE
161.330
161.843
162.409
162.975
163.541
164.106
164.672
165.238
165.803
166.369
166.935
167.501
168.066
168.632
169.198
169.763
170.329
170.895
171.460
172.026
172.592
173.158
173.723
174.289
174.845
175.376
175.879
176.356
176.806
177.229
177.626
177.996
178.340
178.656
178.947
179.210
179.447
179.657
179.840
179.997
180.127
180.231
180.307
180.357
180.381
180.378
180.348
180.291
180.208
180.098
179.962
179.798
179.608
179.392
179.149
178.879
178.582
178.259
177.909
160.765
160.841
160.960
161.281
161.690
162.231
162.955
163.771
164.597
165.318
165.878
166.386
166.864
167.178
167.455
167.669
167.866
168.064
168.073
166.959
167.107
167.266
167.320
167.363
167.454
167.577
167.882
168.469
169.675
170.346
171.132
172.199
173.496
174.880
176.381
177.694
178.562
179.159
179.678
180.032
180.268
180.413
180.386
180.366
179.990
179.642
178.960
178.134
177.089
176.229
175.465
174.699
174.088
173.361
172.476
172.151
172.330
172.727
173.134
173.679
174.324
175.015
0.050
0.153
0.178
0.020
-0.230
-0.491
-0.646
-0.640
-0.583
-0.494
-0.243
0.046
0.397
0.766
1.134
1.690
3.370
3.788
4.195
4.707
5.229
5.704
6.146
6.407
6.376
5.700
5.533
5.223
4.606
3.733
2.747
1.615
0.645
0.094
-0.212
-0.468
-0.585
-0.611
-0.573
-0.389
-0.239
0.240
0.665
1.398
2.247
3.288
4.119
4.826
5.509
6.010
6.600
7.323
7.457
7.062
6.422
5.745
4.903
3.935
2.894
L =27.504m
R: 7987.293mL: 103.385m
R: 2880.000mL: 229.443m
R: 65121.481mL: 483.232m
R: 2880.000mL: 297.862m
R =3700.000L =40.215
G =2.829%L =438.346
R =15000.000L =902.924
69980.00
70000.00
70020.00
70040.00
70060.00
70080.00
70100.00
70120.00
70140.00
70160.00
70180.00
70200.00
70220.00
70240.00
70260.00
70280.00
70300.00
70320.00
70340.00
70360.00
70380.00
70400.00
70420.00
70440.00
70460.00
70480.00
70500.00
70520.00
70540.00
70560.00
70580.00
70600.00
70620.00
70640.00
70660.00
70680.00
70700.00
70720.00
70740.00
70760.00
70780.00
70800.00
70820.00
70840.00
70860.00
70880.00
70900.00
70920.00
70940.00
70960.00
70980.00
71000.00
71020.00
71040.00
71060.00
71080.00
71100.00
71120.00
71140.00
71160.00
71180.00
71200.00
L= -2.5%R= -2.5%
R: 3475.077mL: 377.734m
© Crown copyright and database right (2020). All rights reserved. OS 100030649.
SCHEME KEY PLAN
0
50
100 m
Scale 1:2500
N
N
NOTES
1.
ALL DIMENSIONS ARE IN METRES ABOVE DATUM UNLESSNOTED OTHERWISE.
2.
THE DESIGN SHOWN ON THESE ENGINEERING SECTIONDRAWINGS IS ILLUSTRATIVE AND WILL BE SUBJECT TODETAILED DESIGN DEVELOPMENT.KEYHorizontal - Plan
THE SCHEME (SHOWN FOR ILLUSTRATIVEPURPOSES ONLY)CURVE ALIGNMENTSTRAIGHT ALIGNMENTTRANSITION ALIGNMENTROAD NAMESCHAINAGE (MEASURED DISTANCE ALONGTHE SCHEME LENGTH)
Vertical - Profile
PROPOSED VERTICAL DESIGN LEVELEXISTING GROUND LEVEL
####
70020
70000
Project Name
Revision
Scale :
Drawing Title
Dimensions :
ClientSuitability
@ A1
Project Ref. No.
Stage
Project
Originator
Volume
Location
Type
|
Number
-
|-
-|
|-
Role
-|
Drawing Number
Suitability Description
Approved
Reviewed
Revision details
Checked
Authorised
Createddd/mm/yy
dd/mm/yy
dd/mm/yy
dd/mm/yy
dd/mm/yy
Revision
|-
DesignerAmey OW LimitedChancery Exchange10 Furnival StreetLondon, EC4A 1AB3 Piccadilly PlaceManchesterM1 3BNA66 Northern Trans-PennineStephen Bank to Carkin MoorPlan and Profiles MainlineSheet 1 of 4
---
1:2500
N/A
HE565627
AMY
HML
S09
DR
CH
000001
S1
Fit for Co-ordination
P02
P02
JMAR13/09/21
EKEL13/09/21
EKEL13/09/21
TEGG13/09/21
SSCO13/09/21
P01
EKEL27/08/21
EKEL27/08/21
EKEL27/08/21
TEGG27/08/21
------
---
---
------
------
------
------
------
Plan ViewProfile View
0
50
100 m
Scale H 1:2500; V 1:1250
----------------Page (0) Break----------------
Datum: 140.000 mAOD
PROPOSED LEVELSSURVEY LEVELSLEVEL DIFFERENCEHORIZONTALVERTICALSUPERELEVATIONCHAINAGE
177.909
177.533
177.129
176.699
176.243
175.760
175.250
174.713
174.150
173.560
172.944
172.307
171.668
171.030
170.392
169.754
169.116
168.478
167.839
167.201
166.563
165.925
165.287
164.648
164.010
163.372
162.734
162.096
161.457
160.819
160.181
159.543
158.905
158.266
157.628
156.990
156.352
155.714
155.076
154.437
153.818
153.297
152.885
152.580
152.384
152.296
152.316
152.444
152.680
153.023
153.389
153.716
154.002
154.249
154.455
154.621
154.748
154.834
154.881
154.887
154.853
154.780
154.666
154.513
154.319
154.085
175.015
175.637
176.389
177.309
177.829
178.014
177.277
176.573
175.924
175.509
175.189
175.050
174.880
174.521
173.765
172.825
171.784
171.000
170.307
169.716
169.326
168.943
168.674
168.574
169.020
169.568
169.943
169.989
169.815
169.746
169.961
169.884
169.681
169.062
168.084
167.407
166.201
164.991
163.962
162.892
162.001
161.188
160.220
159.041
158.205
157.477
156.436
155.608
154.926
154.117
153.797
153.293
152.770
152.371
151.537
151.368
151.849
152.589
153.380
153.717
153.978
154.068
154.110
154.109
154.070
154.052
2.894
1.895
0.740
-0.610
-1.586
-2.254
-2.027
-1.860
-1.774
-1.949
-2.245
-2.744
-3.212
-3.491
-3.373
-3.071
-2.668
-2.522
-2.468
-2.515
-2.763
-3.018
-3.387
-3.926
-5.010
-6.196
-7.209
-7.894
-8.357
-8.926
-9.780
-10.341
-10.776
-10.795
-10.456
-10.417
-9.849
-9.277
-8.887
-8.454
-8.184
-7.891
-7.336
-6.461
-5.821
-5.181
-4.120
-3.164
-2.246
-1.093
-0.408
0.422
1.232
1.877
2.918
3.253
2.899
2.245
1.501
1.170
0.875
0.712
0.556
0.404
0.249
0.033
R: 3475.077mL: 377.734m
L =333.320m
A: 351.31L: 60.500m
R: 2040.000mL: 620.869m
R =10000.000L =354.927
R =3700.000L =190.823
G =-3.191%L =581.097
L= -2.5%R= -2.5%
L -2.5%R 2.500%
71200.00
71220.00
71240.00
71260.00
71280.00
71300.00
71320.00
71340.00
71360.00
71380.00
71400.00
71420.00
71440.00
71460.00
71480.00
71500.00
71520.00
71540.00
71560.00
71580.00
71600.00
71620.00
71640.00
71660.00
71680.00
71700.00
71720.00
71740.00
71760.00
71780.00
71800.00
71820.00
71840.00
71860.00
71880.00
71900.00
71920.00
71940.00
71960.00
71980.00
72000.00
72020.00
72040.00
72060.00
72080.00
72100.00
72120.00
72140.00
72160.00
72180.00
72200.00
72220.00
72240.00
72260.00
72280.00
72300.00
72320.00
72340.00
72360.00
72380.00
72400.00
72420.00
72440.00
72460.00
72480.00
72500.00
For continuation refer to drawing 000002
For continuation refer to drawing 000003
For continuation refer to drawing 000001
For continuation refer to drawing 000002
CollierLane
WaitlandsLane
Dick ScotLane71000
71100
71200
71300
71400
71500
71600
71700
71800
71900
72000
72100
72200
72300
72400
72500
72600
72700
© Crown copyright and database right (2020). All rights reserved. OS 100030649.
SCHEME KEY PLAN
0
50
100 m
Scale 1:2500
N
N
Project Name
Revision
Scale :
Drawing Title
Dimensions :
ClientSuitability
@ A1
Project Ref. No.
Stage
Project
Originator
Volume
Location
Type
|
Number
-
|-
-|
|-
Role
-|
Drawing Number
Suitability Description
Approved
Reviewed
Revision details
Checked
Authorised
Createddd/mm/yy
dd/mm/yy
dd/mm/yy
dd/mm/yy
dd/mm/yy
Revision
|-
DesignerAmey OW LimitedChancery Exchange10 Furnival StreetLondon, EC4A 1AB3 Piccadilly PlaceManchesterM1 3BNA66 Northern Trans-PennineStephen Bank to Carkin MoorPlan and Profiles MainlineSheet 2 of 4
---
1:2500
N/A
HE565627
AMY
HML
S09
DR
CH
000002
S1
Fit for Co-ordination
P02
P02
JMAR13/09/21
EKEL13/09/21
EKEL13/09/21
TEGG13/09/21
SSCO13/09/21
P01
EKEL27/08/21
EKEL27/08/21
EKEL27/08/21
TEGG27/08/21
------
---
---
------
------
------
------
------
NOTES
1.
ALL DIMENSIONS ARE IN METRES ABOVE DATUM UNLESSNOTED OTHERWISE.
2.
THE DESIGN SHOWN ON THESE ENGINEERING SECTIONDRAWINGS IS ILLUSTRATIVE AND WILL BE SUBJECT TODETAILED DESIGN DEVELOPMENT.KEYHorizontal - Plan
THE SCHEME (SHOWN FOR ILLUSTRATIVEPURPOSES ONLY)CURVE ALIGNMENTSTRAIGHT ALIGNMENTTRANSITION ALIGNMENTROAD NAMESCHAINAGE (MEASURED DISTANCE ALONGTHE SCHEME LENGTH)
Vertical - Profile
PROPOSED VERTICAL DESIGN LEVELEXISTING GROUND LEVEL
####
70020
70000
Plan ViewProfile View
0
50
100 m
Scale H 1:2500; V 1:1250
----------------Page (1) Break----------------
For continuation refer to drawing 000002
For continuation refer to drawing 000003
For continuation refer to drawing 000003
For continuation refer to drawing 000004
WaitlandsLane
Moor Lane
NewLane
72300
72400
72500
72600
72700
72800
72900
73000
73100
73200
73300
73400
73500
73600
73700
73800
73900
74000
Datum: 140.000 mAOD
PROPOSED LEVELSSURVEY LEVELSLEVEL DIFFERENCEHORIZONTALVERTICALSUPERELEVATIONCHAINAGE
154.085
153.812
153.504
153.191
152.878
152.565
152.252
151.939
151.626
151.313
151.000
150.688
150.375
150.062
149.749
149.436
149.123
148.810
148.497
148.184
147.871
147.559
147.246
146.933
146.620
146.307
145.994
145.681
145.369
145.122
144.983
144.953
145.030
145.178
145.328
145.477
145.627
145.776
145.926
146.075
146.225
146.374
146.524
146.674
146.823
146.973
147.122
147.272
147.421
147.571
147.720
147.862
147.983
148.081
148.157
148.212
148.245
148.271
148.297
148.323
148.349
148.375
148.401
148.427
148.453
148.479
148.505
148.531
154.052
154.114
154.003
153.615
153.234
152.730
152.165
151.609
151.185
150.796
150.259
149.310
148.686
148.089
147.799
147.698
147.649
147.473
147.221
146.856
146.417
145.789
145.265
144.667
144.036
143.436
142.877
142.222
141.631
141.470
141.505
141.651
142.077
143.230
144.144
144.986
145.766
146.447
147.064
147.474
147.847
148.405
148.787
149.358
149.762
149.984
149.961
149.577
149.023
148.471
148.125
147.817
147.522
147.123
147.017
146.984
146.699
146.375
146.289
146.082
146.167
145.708
145.343
144.886
144.411
144.007
142.859
141.698
0.033
-0.302
-0.500
-0.424
-0.356
-0.166
0.087
0.330
0.441
0.518
0.741
1.377
1.689
1.972
1.950
1.738
1.474
1.337
1.277
1.329
1.455
1.770
1.981
2.266
2.584
2.871
3.117
3.459
3.738
3.652
3.479
3.301
2.953
1.948
1.184
0.491
-0.140
-0.670
-1.138
-1.399
-1.622
-2.030
-2.263
-2.685
-2.939
-3.011
-2.839
-2.305
-1.602
-0.900
-0.405
0.045
0.461
0.958
1.140
1.228
1.545
1.896
2.008
2.241
2.182
2.667
3.058
3.541
4.042
4.472
5.646
6.834
A: 351.31L: 60.500m
A: 351.19L: 171.300m
R: 720.000mL: 136.453m
A: 463.69L: 298.623m
L =415.429m
R: 2100.000mL: 320.858m
G =-1.583%L =524.373
G =0.748%L =733.106
R =3700.000L =86.231
L -2.5%R 2.500%
L 7.0%R -7.000%
L 7.0%R -7.000%
L= -2.5%R= -2.5%
L= -2.5%R= -2.5%
L 2.5%R -2.500%
72500.00
72520.00
72540.00
72560.00
72580.00
72600.00
72620.00
72640.00
72660.00
72680.00
72700.00
72720.00
72740.00
72760.00
72780.00
72800.00
72820.00
72840.00
72860.00
72880.00
72900.00
72920.00
72940.00
72960.00
72980.00
73000.00
73020.00
73040.00
73060.00
73080.00
73100.00
73120.00
73140.00
73160.00
73180.00
73200.00
73220.00
73240.00
73260.00
73280.00
73300.00
73320.00
73340.00
73360.00
73380.00
73400.00
73420.00
73440.00
73460.00
73480.00
73500.00
73520.00
73540.00
73560.00
73580.00
73600.00
73620.00
73640.00
73660.00
73680.00
73700.00
73720.00
73740.00
73760.00
73780.00
73800.00
73820.00
73840.00
© Crown copyright and database right (2020). All rights reserved. OS 100030649.
SCHEME KEY PLAN
0
50
100 m
Scale 1:2500
N
N
Project Name
Revision
Scale :
Drawing Title
Dimensions :
ClientSuitability
@ A1
Project Ref. No.
Stage
Project
Originator
Volume
Location
Type
|
Number
-
|-
-|
|-
Role
-|
Drawing Number
Suitability Description
Approved
Reviewed
Revision details
Checked
Authorised
Createddd/mm/yy
dd/mm/yy
dd/mm/yy
dd/mm/yy
dd/mm/yy
Revision
|-
DesignerAmey OW LimitedChancery Exchange10 Furnival StreetLondon, EC4A 1AB3 Piccadilly PlaceManchesterM1 3BNA66 Northern Trans-PennineStephen Bank to Carkin MoorPlan and Profiles MainlineSheet 3 of 4
---
1:2500
N/A
HE565627
AMY
HML
S09
DR
CH
000003
S1
Fit for Co-ordination
P02
P02
JMAR13/09/21
EKEL13/09/21
EKEL13/09/21
TEGG13/09/21
SSCO13/09/21
P01
EKEL27/08/21
EKEL27/08/21
EKEL27/08/21
TEGG27/08/21
------
---
---
------
------
------
------
------
NOTES
1.
ALL DIMENSIONS ARE IN METRES ABOVE DATUM UNLESSNOTED OTHERWISE.
2.
THE DESIGN SHOWN ON THESE ENGINEERING SECTIONDRAWINGS IS ILLUSTRATIVE AND WILL BE SUBJECT TODETAILED DESIGN DEVELOPMENT.KEYHorizontal - Plan
THE SCHEME (SHOWN FOR ILLUSTRATIVEPURPOSES ONLY)CURVE ALIGNMENTSTRAIGHT ALIGNMENTTRANSITION ALIGNMENTROAD NAMESCHAINAGE (MEASURED DISTANCE ALONGTHE SCHEME LENGTH)
Vertical - Profile
PROPOSED VERTICAL DESIGN LEVELEXISTING GROUND LEVEL
####
70020
70000
Plan ViewProfile View
0
50
100 m
Scale H 1:2500; V 1:1250
----------------Page (2) Break----------------
For continuation refer to drawing 000003
For continuation refer to drawing 000004
WarrenerLane
A66
73700
73800
73900
74000
74100
74200
74300
74400
74500
74600
74700
74800
74900
74997.964
Datum: 140.000 mAOD
PROPOSED LEVELSSURVEY LEVELSLEVEL DIFFERENCEHORIZONTALVERTICALSUPERELEVATIONCHAINAGE
148.531
148.558
148.584
148.610
148.636
148.662
148.688
148.714
148.740
148.766
148.792
148.818
148.844
148.870
148.896
148.922
148.949
148.975
149.001
149.027
149.053
149.083
149.195
149.414
149.734
150.072
150.397
150.699
150.980
151.238
151.475
151.690
151.882
152.058
152.232
152.406
152.581
152.755
152.929
153.104
153.278
153.452
153.626
153.801
153.975
154.149
154.324
154.498
154.672
154.878
155.163
155.528
155.973
156.499
157.104
157.789
158.554
159.399
141.698
143.246
145.461
147.154
147.505
147.442
147.862
148.802
149.868
150.832
151.356
151.546
151.576
151.370
150.014
149.917
149.444
149.210
148.990
148.884
148.814
148.558
147.737
147.841
146.524
146.984
147.343
147.753
148.483
150.195
150.981
150.285
149.225
149.022
148.940
148.860
148.778
148.687
148.612
148.526
148.403
148.267
148.215
148.299
148.401
148.712
149.090
149.396
149.759
150.511
151.260
151.791
153.520
155.491
156.829
158.068
158.990
160.079
6.834
5.311
3.122
1.456
1.131
1.219
0.826
-0.088
-1.128
-2.066
-2.564
-2.728
-2.732
-2.500
-1.118
-0.995
-0.495
-0.236
0.011
0.143
0.239
0.525
1.458
1.574
3.210
3.089
3.054
2.946
2.497
1.044
0.494
1.404
2.657
3.036
3.293
3.546
3.803
4.068
4.317
4.577
4.874
5.186
5.411
5.502
5.574
5.438
5.234
5.102
4.913
4.367
3.903
3.737
2.453
1.008
0.275
-0.279
-0.436
-0.680
A: 424.97L: 86.000m
A: 351.91L: 86.000m
R: 1440.000mL: 57.142m
A: 650.50L: 121.000m
R: 1020.000mL: 122.943m
A: 351.31L: 121.000m
L =86.492m
R: 2880.000mL: 136.506m
R: 2880.000mL: 244.982m
L =26.391m
R =18200.000L =353.223
R =3700.000L =106.851
R =18200.000L =149.846
G =0.871%L =315.583
R =5000.000L =193.242
L 2.5%R -2.500%
L -3.5%R 3.500%
L -3.5%R 3.500%
L -5.0%R 5.000%
L -5.0%R 5.000%
L= -2.5%R= -2.5%
73840.00
73860.00
73880.00
73900.00
73920.00
73940.00
73960.00
73980.00
74000.00
74020.00
74040.00
74060.00
74080.00
74100.00
74120.00
74140.00
74160.00
74180.00
74200.00
74220.00
74240.00
74260.00
74280.00
74300.00
74320.00
74340.00
74360.00
74380.00
74400.00
74420.00
74440.00
74460.00
74480.00
74500.00
74520.00
74540.00
74560.00
74580.00
74600.00
74620.00
74640.00
74660.00
74680.00
74700.00
74720.00
74740.00
74760.00
74780.00
74800.00
74820.00
74840.00
74860.00
74880.00
74900.00
74920.00
74940.00
74960.00
74980.00
L= -2.5%R= -2.5%
R: 2100.000mL: 320.858m
© Crown copyright and database right (2020). All rights reserved. OS 100030649.
SCHEME KEY PLAN
0
50
100 m
Scale 1:2500
N
N
NOTES
1.
ALL DIMENSIONS ARE IN METRES ABOVE DATUM UNLESSNOTED OTHERWISE.
2.
THE DESIGN SHOWN ON THESE ENGINEERING SECTIONDRAWINGS IS ILLUSTRATIVE AND WILL BE SUBJECT TODETAILED DESIGN DEVELOPMENT.KEYHorizontal - Plan
THE SCHEME (SHOWN FOR ILLUSTRATIVEPURPOSES ONLY)CURVE ALIGNMENTSTRAIGHT ALIGNMENTTRANSITION ALIGNMENTROAD NAMESCHAINAGE (MEASURED DISTANCE ALONGTHE SCHEME LENGTH)
Vertical - Profile
PROPOSED VERTICAL DESIGN LEVELEXISTING GROUND LEVEL
####
70020
70000
Project Name
Revision
Scale :
Drawing Title
Dimensions :
ClientSuitability
@ A1
Project Ref. No.
Stage
Project
Originator
Volume
Location
Type
|
Number
-
|-
-|
|-
Role
-|
Drawing Number
Suitability Description
Approved
Reviewed
Revision details
Checked
Authorised
Createddd/mm/yy
dd/mm/yy
dd/mm/yy
dd/mm/yy
dd/mm/yy
Revision
|-
DesignerAmey OW LimitedChancery Exchange10 Furnival StreetLondon, EC4A 1AB3 Piccadilly PlaceManchesterM1 3BNA66 Northern Trans-PennineStephen Bank to Carkin MoorPlan and Profiles MainlineSheet 4 of 4
---
1:2500
N/A
HE565627
AMY
HML
S09
DR
CH
000004
S1
Fit for Co-ordination
P02
P02
JMAR13/09/21
EKEL13/09/21
EKEL13/09/21
TEGG13/09/21
------
P01
EKEL27/08/21
EKEL27/08/21
EKEL27/08/21
TEGG27/08/21
------
---
---
------
------
------
------
------
0
50
100 m
Scale H 1:2500; V 1:1250
Plan ViewProfile View
----------------Page (3) Break----------------



----------------Page (0) Break----------------
ED & Ward Bdy
1
26
f
18
Skirsgill
Path
25
Penrith
7
Skirsgill Lodge
4
Bankfoot
16
r
e
LB
a
Standing
Cumbria View
CR
141.4m
Cattle Pens
Tk
e
New Mart
G
MP 0.5
Path (um)
d
8 to 11
Light
TCB
A66
j to q
Terrace
5
Tennis Court
142.3m
24
146.1m
Ward Bdy
Red Hills
I
17
Def
Skirsgill Business Park
Track
c
Tk
Stone
12
Signal
Eamont
Business Park
138.2m
b
Livestock Market
Drain
Dismantled Railway
MP 50.75
FB
El Sub Sta
Hobson Court
M 6
Mason Court
Sewage
GILLAN WAY
Mellor
1
4
Gaynham King
Mast
Ppg Sta
Alsaka
BuildingOnsala
Mast (telecommunication)
Dismantled Railway
SL
Path
SL
1
Court
1
10
PearsonCourt
19
Park
A 592
13 to 18
1
24
85
10
1
PORTHOUSE ROAD
14
Ghyll Mount
Wetheriggs Country
6
21
20
6
18
12
8
El
14
Court
11
7
16
22 to 27
Hobson
10
El Sub Sta149.9m
1
26
14
Blencathra
11
PARK
12
Court
CR
151.8m
Wetheriggs
 KIRSGILL GARDENS
Huntley
32 to 37
7
1 to 6
AVENUE
1 to 10
17
12a
138.7m
SKIRSGILL CLOSE
6
13
A66
Skirsgill
Helvellyn Court7
Sub Sta
11 to 21
CLIFFORD ROAD
THIRLMERE
7
139.8m
11
12
21
1
20 to 25
HUNTLEY
Clifford Close
5
Hotel
LB
Kingdom Hall
Depot
Training
130.0m
124.0m
Path
Laboratory
Track
Ward Bdy
Engineering
Centre
138.1m
CR
El Sub Sta
Penrith North Bridge
Penrith South Bridge
Skirsgill Park
Lay-by
M 6
Path (um)
Civil
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
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O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/HO/H
O/H
O/H
O/H
O/H
O/H
1
Potential sitecompound/offices
All existing pedestrianand cycle connectionsto be retained
Access to Skirsgill Depot tobe realigned to the east ofthe existing location
Existing policeplatform to beretained
Existing policeplatform to berelocated
All existing pedestrianand cycle connectionsto be retained
Existing cycle route toSkirsgill Depot redirectedthrough controlledcrossing at roundabout
All existing pedestrianand cycle connectionsto be retained
Existing CCTVcamera
A66
M6
M6
A592
Livestock Market
Skirsgill Business Park
Hotel
Existing access track formaintenance to pond
CCTV mast
Cutline 2Cutline 1
Access to Livestockmarket to be retained
Access to business parkto be retained
Access to SkirsgillDepot to be removed
Area not included inRLB
Cycle path ties intoSkirsgill lane
For continuation refer to drawing HE565627-AMY-HGN-S01-DR-CH-000003
For continuation refer to drawing HE565627-AMY-HGN-S02-DR-CH-100001
N
A66
RESIDUAL DESIGN HAZARDS
(The following information has been collected from PreconstructionInformation and the Amey Arup DJV CDM Hazard ManagementProcess.
)
1.
Overhead Services.
2.
Underground Services.
Skirsgill
Underpass
SP
Cutline 2Cutline 1
N
River Eamont
Project Name
Revision
Scale :
Drawing Title
Dimensions :
ClientSuitability
@ A0
Project Ref. No.
Stage
Project
Originator
Volume
Location
Type
|
Number
-
|-
-|
|-
Role
-|
Drawing Number
Suitability Description
Approved
Reviewed
Revision details
Checked
Authorised
Createddd/mm/yy
dd/mm/yy
dd/mm/yy
dd/mm/yy
dd/mm/yy
Revision
|-
DesignerAmey OW LimitedChancery Exchange10 Furnival StreetLondon, EC4A 1AB3 Piccadilly PlaceManchesterM1 3BNA66 Northern Trans-PennineSheet 1 of 1M6 Junction 40General Arrangement
---
PCF3
1:1000
M
HE565627
AMY
HGN
S01
DR
CH
000003
S1
Fit for Co-ordination
P02
P02
FBLA20/05/21
FBLA20/05/21
ASCR20/05/21
DKID20/05/21
SBAG20/05/21
P01
FBLA17/02/21
FBLA17/02/21
ASCR17/02/21
DKID17/02/21
------
---
---
------
------
------
------
------
NOTES
1.
All levels are in metres above Ordnance Datum.
2.
All dimensions are in metres unless otherwise stated.
3.
This drawing is to be read in conjunction with all other relevantdrawings.
© Crown copyright and database right (2020). All rights reserved. OS 100030649.
THIS DRAWING IS TO BE READ INCONJUNCTION WITH THE ASSOCIATEDSCHEME TECHNICAL NOTE,HE565627-AMY-HGN-S02-TN-CH-000003
KEY
Red line boundaryExisting layoutExisting watercourseProposed layoutHighway structureSurface water channelNoise barrierProposed boundary treatmentProposed gateTraffic signProposed lighting columnProposed traffic signal
                                 Technology site
Proposed vehicle restraint systemHeadwallPipe to OutfallEarthworksPondExisting Footway/FootpathExisting CyclewayProposed Shared Cycle FootwayExisting Shared Cycle FootwayFarm Track/AccessMaintenance Lay-byCompound/Storage AreaPotential Environmental Mitigation
Construction works - Widening A66 and M6 Slip RoadsTo enable the works to be carried out while maintaining traffic on theexisting A66 and M6 slip roads, a solid temporary safety barrier will befixed to the existing road to protect the workforce, to enable this tohappen the lanes will be narrowed and marked with new road markings.Once the work area is safe the widening works can take place. Wherethere is insufficient room to undertake the works offline, additional trafficmanagement will be utilised to enable the works to be completed quicklyand efficiently. 
Live A66 Traffic
Construction Work Area
Important
 - Some features shown on this
drawing may be different from those shownin the Maps Books. The purpose of thedrawings highlight elements of theconstruction works and wherediscrepancies with the Map Books exist,the Map Book versions should be regardedas showing the preliminary design.
Construction works - Widening A66 and M6 Slip RoadsTo enable the works to be carried out while maintaining traffic on theexisting A66 and M6 slip roads, a solid temporary safety barrier will befixed to the existing road to protect the workforce, to enable this tohappen the lanes will be narrowed and marked with new road markings.Once the work area is safe the widening works can take place. Wherethere is insufficient room to undertake the works offline, additional trafficmanagement will be utilised to enable the works to be completed quicklyand efficiently. 
Live A66 Traffic
Construction Work Area
Important
 - Some features shown on this
drawing may be different from those shownin the Maps Books. The purpose of thedrawings highlight elements of theconstruction works and wherediscrepancies with the Map Books exist,the Map Book versions should be regardedas showing the preliminary design.
A66 - Key Proposed ConstructionActivities (Phase 1 Works)
----------------Page (1) Break----------------
ED & Ward Bdy
1
26
f
18
Skirsgill
Path
25
Penrith
7
Skirsgill Lodge
4
Bankfoot
16
r
e
LB
a
Standing
Cumbria View
CR
141.4m
Cattle Pens
Tk
e
New Mart
G
MP 0.5
Path (um)
d
8 to 11
Light
TCB
A66
j to q
Terrace
5
Tennis Court
142.3m
24
146.1m
Ward Bdy
Red Hills
I
17
Def
Skirsgill Business Park
Track
c
Tk
Stone
12
Signal
Eamont
Business Park
138.2m
b
Livestock Market
Drain
Dismantled Railway
MP 50.75
FB
El Sub Sta
Hobson Court
M 6
Mason Court
Sewage
GILLAN WAY
Mellor
1
4
Gaynham King
Mast
Ppg Sta
Alsaka
BuildingOnsala
Mast (telecommunication)
Dismantled Railway
SL
Path
SL
1
Court
1
10
PearsonCourt
19
Park
A 592
13 to 18
1
24
85
10
1
PORTHOUSE ROAD
14
Ghyll Mount
Wetheriggs Country
6
21
20
6
18
12
8
El
14
Court
11
7
16
22 to 27
Hobson
10
El Sub Sta149.9m
1
26
14
Blencathra
11
PARK
12
Court
CR
151.8m
Wetheriggs
 KIRSGILL GARDENS
Huntley
32 to 37
7
1 to 6
AVENUE
1 to 10
17
12a
138.7m
SKIRSGILL CLOSE
6
13
A66
Skirsgill
Helvellyn Court7
Sub Sta
11 to 21
CLIFFORD ROAD
THIRLMERE
7
139.8m
11
12
21
1
20 to 25
HUNTLEY
Clifford Close
5
Hotel
LB
Kingdom Hall
Depot
Training
130.0m
124.0m
Path
Laboratory
Track
Ward Bdy
Engineering
Centre
138.1m
CR
El Sub Sta
Penrith North Bridge
Penrith South Bridge
Skirsgill Park
Lay-by
M 6
Path (um)
Civil
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/HO/H
O/H
O/H
O/H
O/H
O/H
1
Potential sitecompound/offices
All existing pedestrianand cycle connectionsto be retained
Access to Skirsgill Depot tobe realigned to the east ofthe existing location
Existing policeplatform to beretained
Existing policeplatform to berelocated
All existing pedestrianand cycle connectionsto be retained
Existing cycle route toSkirsgill Depot redirectedthrough controlledcrossing at roundabout
All existing pedestrianand cycle connectionsto be retained
Existing CCTVcamera
A66
M6
M6
A592
Livestock Market
Skirsgill Business Park
Hotel
Existing access track formaintenance to pond
CCTV mast
Cutline 2Cutline 1
Access to Livestockmarket to be retained
Access to business parkto be retained
Access to SkirsgillDepot to be removed
Area not included inRLB
Cycle path ties intoSkirsgill lane
For continuation refer to drawing HE565627-AMY-HGN-S01-DR-CH-000003
For continuation refer to drawing HE565627-AMY-HGN-S02-DR-CH-100001
N
A66
RESIDUAL DESIGN HAZARDS
(The following information has been collected from PreconstructionInformation and the Amey Arup DJV CDM Hazard ManagementProcess.
)
1.
Overhead Services.
2.
Underground Services.
Skirsgill
Underpass
SP
Cutline 2Cutline 1
N
River Eamont
Project Name
Revision
Scale :
Drawing Title
Dimensions :
ClientSuitability
@ A0
Project Ref. No.
Stage
Project
Originator
Volume
Location
Type
|
Number
-
|-
-|
|-
Role
-|
Drawing Number
Suitability Description
Approved
Reviewed
Revision details
Checked
Authorised
Createddd/mm/yy
dd/mm/yy
dd/mm/yy
dd/mm/yy
dd/mm/yy
Revision
|-
DesignerAmey OW LimitedChancery Exchange10 Furnival StreetLondon, EC4A 1AB3 Piccadilly PlaceManchesterM1 3BNA66 Northern Trans-PennineSheet 1 of 1M6 Junction 40General Arrangement
---
PCF3
1:1000
M
HE565627
AMY
HGN
S01
DR
CH
000003
S1
Fit for Co-ordination
P02
P02
FBLA20/05/21
FBLA20/05/21
ASCR20/05/21
DKID20/05/21
SBAG20/05/21
P01
FBLA17/02/21
FBLA17/02/21
ASCR17/02/21
DKID17/02/21
------
---
---
------
------
------
------
------
NOTES
1.
All levels are in metres above Ordnance Datum.
2.
All dimensions are in metres unless otherwise stated.
3.
This drawing is to be read in conjunction with all other relevantdrawings.
© Crown copyright and database right (2020). All rights reserved. OS 100030649.
THIS DRAWING IS TO BE READ INCONJUNCTION WITH THE ASSOCIATEDSCHEME TECHNICAL NOTE,HE565627-AMY-HGN-S02-TN-CH-000003
KEY
Red line boundaryExisting layoutExisting watercourseProposed layoutHighway structureSurface water channelNoise barrierProposed boundary treatmentProposed gateTraffic signProposed lighting columnProposed traffic signal
                                 Technology site
Proposed vehicle restraint systemHeadwallPipe to OutfallEarthworksPondExisting Footway/FootpathExisting CyclewayProposed Shared Cycle FootwayExisting Shared Cycle FootwayFarm Track/AccessMaintenance Lay-byCompound/Storage AreaPotential Environmental Mitigation
Construction works - Widening A66 and M6 Slip RoadsTo enable the works to be carried out while maintaining traffic on theexisting A66 and M6 slip roads, a solid temporary safety barrier will befixed to the existing road to protect the workforce, to enable this tohappen the lanes will be narrowed and marked with new road markings.Once the work area is safe the widening works can take place. Wherethere is insufficient room to undertake the works offline, additional trafficmanagement will be utilised to enable the works to be completed quicklyand efficiently. 
Live A66 Traffic
Construction Work Area
Important
 - Some features shown on this
drawing may be different from those shownin the Maps Books. The purpose of thedrawings highlight elements of theconstruction works and wherediscrepancies with the Map Books exist,the Map Book versions should be regardedas showing the preliminary design.
A66 - Key Proposed ConstructionActivities (Phase 2 Works)
----------------Page (2) Break----------------
ED & Ward Bdy
1
26
f
18
Skirsgill
Path
25
Penrith
7
Skirsgill Lodge
4
Bankfoot
16
r
e
LB
a
Standing
Cumbria View
CR
141.4m
Cattle Pens
Tk
e
New Mart
G
MP 0.5
Path (um)
d
8 to 11
Light
TCB
A66
j to q
Terrace
5
Tennis Court
142.3m
24
146.1m
Ward Bdy
Red Hills
I
17
Def
Skirsgill Business Park
Track
c
Tk
Stone
12
Signal
Eamont
Business Park
138.2m
b
Livestock Market
Drain
Dismantled Railway
MP 50.75
FB
El Sub Sta
Hobson Court
M 6
Mason Court
Sewage
GILLAN WAY
Mellor
1
4
Gaynham King
Mast
Ppg Sta
Alsaka
BuildingOnsala
Mast (telecommunication)
Dismantled Railway
SL
Path
SL
1
Court
1
10
PearsonCourt
19
Park
A 592
13 to 18
1
24
85
10
1
PORTHOUSE ROAD
14
Ghyll Mount
Wetheriggs Country
6
21
20
6
18
12
8
El
14
Court
11
7
16
22 to 27
Hobson
10
El Sub Sta149.9m
1
26
14
Blencathra
11
PARK
12
Court
CR
151.8m
Wetheriggs
 KIRSGILL GARDENS
Huntley
32 to 37
7
1 to 6
AVENUE
1 to 10
17
12a
138.7m
SKIRSGILL CLOSE
6
13
A66
Skirsgill
Helvellyn Court7
Sub Sta
11 to 21
CLIFFORD ROAD
THIRLMERE
7
139.8m
11
12
21
1
20 to 25
HUNTLEY
Clifford Close
5
Hotel
LB
Kingdom Hall
Depot
Training
130.0m
124.0m
Path
Laboratory
Track
Ward Bdy
Engineering
Centre
138.1m
CR
El Sub Sta
Penrith North Bridge
Penrith South Bridge
Skirsgill Park
Lay-by
M 6
Path (um)
Civil
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1
Potential sitecompound/offices
All existing pedestrianand cycle connectionsto be retained
Access to Skirsgill Depot tobe realigned to the east ofthe existing location
Existing policeplatform to beretained
Existing policeplatform to berelocated
All existing pedestrianand cycle connectionsto be retained
Existing cycle route toSkirsgill Depot redirectedthrough controlledcrossing at roundabout
All existing pedestrianand cycle connectionsto be retained
Existing CCTVcamera
A66
M6
M6
A592
Livestock Market
Skirsgill Business Park
Hotel
Existing access track formaintenance to pond
CCTV mast
Cutline 2Cutline 1
Access to Livestockmarket to be retained
Access to business parkto be retained
Access to SkirsgillDepot to be removed
Area not included inRLB
Cycle path ties intoSkirsgill lane
For continuation refer to drawing HE565627-AMY-HGN-S01-DR-CH-000003
For continuation refer to drawing HE565627-AMY-HGN-S02-DR-CH-100001
N
A66
RESIDUAL DESIGN HAZARDS
(The following information has been collected from PreconstructionInformation and the Amey Arup DJV CDM Hazard ManagementProcess.
)
1.
Overhead Services.
2.
Underground Services.
Skirsgill
Underpass
SP
Cutline 2Cutline 1
N
River Eamont
Project Name
Revision
Scale :
Drawing Title
Dimensions :
ClientSuitability
@ A0
Project Ref. No.
Stage
Project
Originator
Volume
Location
Type
|
Number
-
|-
-|
|-
Role
-|
Drawing Number
Suitability Description
Approved
Reviewed
Revision details
Checked
Authorised
Createddd/mm/yy
dd/mm/yy
dd/mm/yy
dd/mm/yy
dd/mm/yy
Revision
|-
DesignerAmey OW LimitedChancery Exchange10 Furnival StreetLondon, EC4A 1AB3 Piccadilly PlaceManchesterM1 3BNA66 Northern Trans-PennineSheet 1 of 1M6 Junction 40General Arrangement
---
PCF3
1:1000
M
HE565627
AMY
HGN
S01
DR
CH
000003
S1
Fit for Co-ordination
P02
P02
FBLA20/05/21
FBLA20/05/21
ASCR20/05/21
DKID20/05/21
SBAG20/05/21
P01
FBLA17/02/21
FBLA17/02/21
ASCR17/02/21
DKID17/02/21
------
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NOTES
1.
All levels are in metres above Ordnance Datum.
2.
All dimensions are in metres unless otherwise stated.
3.
This drawing is to be read in conjunction with all other relevantdrawings.
© Crown copyright and database right (2020). All rights reserved. OS 100030649.
THIS DRAWING IS TO BE READ INCONJUNCTION WITH THE ASSOCIATEDSCHEME TECHNICAL NOTE,HE565627-AMY-HGN-S02-TN-CH-000003
KEY
Red line boundaryExisting layoutExisting watercourseProposed layoutHighway structureSurface water channelNoise barrierProposed boundary treatmentProposed gateTraffic signProposed lighting columnProposed traffic signal
                                 Technology site
Proposed vehicle restraint systemHeadwallPipe to OutfallEarthworksPondExisting Footway/FootpathExisting CyclewayProposed Shared Cycle FootwayExisting Shared Cycle FootwayFarm Track/AccessMaintenance Lay-byCompound/Storage AreaPotential Environmental Mitigation
Construction works - Widening A66 and M6 Slip RoadsTo enable the works to be carried out while maintaining traffic on the existing A66 andM6 slip roads, a solid temporary safety barrier will be fixed to the existing road toprotect the workforce, to enable this to happen the lanes will be narrowed and markedwith new road markings. Once the work area is safe the widening works can takeplace. Where there is insufficient room to undertake the works offline, additional trafficmanagement will be utilised to enable the works to be completed quickly andefficiently. 
Live A66 Traffic
Construction Work Area
Important
 - Some features shown on this
drawing may be different from those shownin the Maps Books. The purpose of thedrawings highlight elements of theconstruction works and wherediscrepancies with the Map Books exist,the Map Book versions should be regardedas showing the preliminary design.
A66 - Key Proposed ConstructionActivities (Phase 3 Works)
----------------Page (3) Break----------------


A66 Northern Trans-Pennine Consultation (List View)