Welcome

Hinckley National Rail Freight Interchange (HNRFI): the journey so far

db symmetry is bringing forward proposals for the National Rail Freight Interchange (HNRFI) close to Junction 2 of the M69, on land east of Hinckley, in District in .

M69

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Elmesthorpe S t o k e R d

A47 B581 B4468 Felixstowe to Rd er Railway st e ic Le Site Stoney

Stanton e S n a a p L c n o o t t e To Tamworth Hinckley n

a R t d S B4669 A5 Rd B590 ty B4666 Cov en M69 - J2

Hinckley d R As ry ton L nt Burbage ane Rd ove 4 C 11 R 4 u Aston B g b Flamville y R d

Sharnford

B578 M69 - J1

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M69 A5 Parva

An informal public consultation was held on the proposals between October and December 2018 and a series of exhibitions were held in six venues across the local area which were attended by approximately 1,500 residents. In response to the feedback received to the first informal consultation stage, a further round of informal consultation is now taking place, focussing specifically on highways issues and options for potential off-site highways improvements outside the main HNRFI development site – the main concern raised at the October-December 2018 consultation.

If you would like to see the exhibition boards from the previous consultation held last year then please speak to a member of the team here today. This consultation does not cover the proposed rail terminal itself or its economic impacts. These topics will be consulted on again at the formal consultation currently scheduled for late 2019.

What happens today? What happens next?

We are keen to hear your views as part of our pre-application community We are in the process of preparing our DCO application, which will involve consultation. detailed design work and extensive environmental assessment. Our preparation will be informed by your views on the materials you see today. The purpose of this exhibition is to ensure that local people are aware of the emerging proposals for local road improvements and provide an opportunity Ahead of submitting our DCO application we will formally consult the local for people to give their feedback and ask any questions. community as well as other stakeholders. The formal consultation is currently expected to be in late 2019 and it will be carried out in accordance with This round of informal consultation on the proposed HNRFI will run from 8 Section 47 of the Planning Act 2008. July to 6 September 2019. Please let us know your views by speaking to a member of the team and completing a feedback form.

1 www.hinckleynrfi.co.uk What is a Strategic Rail Freight Interchange?

Logistics may be defined as the management and movement of goods between manufacturers, suppliers and customers. This can involve the production, processing, batching, transport, recording and storage of products in secure environments.

At the heart of a modern logistics operation are storage and distribution buildings. ‘Just-in-time’ delivery and efficient low carbon operations are an important aspect of a logistics operation, requiring good links to the strategic transport network. Each tonne of freight transported by rail reduces carbon emissions by 76% compared to road and each freight train removes 43 to 76 lorries from the road. db symmetry has a proven track record in delivering large logistics developments.

The is home to a fifth of the UK’s manufacturing capability and 45% of the UK’s rail freight goes through the Midlands. The region is a focus for UK logistics operations.

A Strategic Rail Freight Interchange (SRFI) is a type of logistics hub, with a large multi-purpose freight interchange and distribution centre linked into both the rail and trunk road systems. The aim of an SRFI is to optimise the use of rail in the freight journey by maximising rail trunk haul and minimising some elements of the secondary distribution leg by road. db symmetry’s SRFI project is known as the Hinckley National Rail Freight Interchange (HNRFI).

HNRFI is exceptionally well positioned on the rail network, in the heart of the Midlands. It is on the main Felixstowe to Nuneaton freight line that links the East Coast Main Line and the West Coast Main Line, as if in the centre of the letter ‘H’.

With good rail connectivity to the main ports of Felixstowe, London Gateway, Southampton and Liverpool to the centre of Illustrative map of UK rail lines the UK, HNRFI reduces the need for road traffic between ports and major towns and cities.

To this end, an SRFI has rail served warehousing and container Actual W10 gauge rail track handling facilities to enable freight to be transferred between (suitable for rail freight) different transport modes. West Coast Main Line

Government policy supports SRFI developments in view of their East Coast Main Line transport, environmental, and economic benefits. Other

Proposed W10 gauge rail track Nationally Significant East Coast Main Line Great Western Main Line

Infrastructure Projects Other

Some types of development are considered by the Government to be Nationally Significant Infrastructure Projects (NSIPs). Permission for these projects is granted directly by the government instead of the local authority ( Council). Strategic Rail Freight Interchanges are NSIPs, so db symmetry will make its application to the government, with local authorities playing an important consultative role.

What is a Development Consent Order?

A Development Consent Order (DCO) is a special type of planning permission for developments categorised as NSIPs. A DCO gives a developer the powers it needs to acquire land for and to construct and operate the development. After extensive public consultation, applications for a DCO are submitted to the Planning Inspectorate, which examines the proposals on behalf of the government and reports to the relevant government minister - in this case the Secretary of State for Transport - who will then decide whether to grant a DCO.

2 www.hinckleynrfi.co.uk Transport and Access Arrangements

Location The proposed SRFI is located at Junction 2 of the M69, in south-west Leicestershire, to the east of Hinckley. The M69 forms the eastern boundary of the site and links the M6 and A5 to the south-west with the M1 to the north-east. M69 Junction 2 lies at the southern edge of the site.

Why here? Site Access

The site is in the Leicestershire Local Enterprise Partnership’s The proposed development is situated in a highly accessible location and is designated South-West Leicestershire Growth Area and offers: extremely well served by the road as well as rail, with direct access onto the via Junction 2 and thereafter the wider Strategic Road Direct rail access to the Felixstowe to Nuneaton railway as part of the Network (SRN). main rail freight network The proposed site access would be created directly onto the north-western Rail links to the main ports of Felixstowe, London Gateway, side of Junction 2 via a dual-carriageway connection to the junction and Southampton and Liverpool extending into the site. There is a significant amount of residual capacity Direct road access to the strategic highway network from M69 existing in the current junction arrangement to accommodate traffic growth. Junction 2, aided by the proposed addition of slips to the motorway M69 Junction 2 currently only has slip roads to and from the north. This south of Junction 2 development will deliver new slip roads to and from the south and will make Separation from existing residential communities the junction an ‘all-movements’ junction. The introduction of southern slip roads will enable development traffic to be distributed across the junction and Land not subject to significant environmental designations directly onto the wider SRN, minimising use of the local highway network.

Notes:

A47 1. All dimensions are to be checked on site before the commencement of E l m e s t h o r p e works. Any discrepancies are to be reported to the Project Manager for verification. Figured dimensions only are to be taken from this drawing.

2. This drawing is to be read in conjunction with all relevant Contract Issue drawings and specifications.

SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION

B4668 Leicester Road IN ADDITION TO THE HAZARDS/RISKS NORMALLY ASSOCIATED WITH THE TYPES OF WORK DETAILED ON THIS DRAWING, NOTE THE FOLLOWING CONSTRUCTION

B581 Station Road MAINTENANCE / CLEANING B581 Station Road Burbage Common Road Burbage Common Road

DECOMMISSIONING / DEMOLITION

Birmingham - Peterborough Railway Line Burbage Common Road

Birmingham - Peterborough Railway Line IT IS ASSUMED THAT ALL WORKS WILL BE CARRIED OUT BY A COMPETENT CONTRACTOR WORKING, WHERE APPROPRIATE, Burbage Common Road TO AN APPROVED METHOD STATEMENT Notes

1. This drawing is a general arrangment only, for detailed geometry and highway standards refer to dwg 07700-HYD-XX-XX-SK-D-0003 HINCKLEY Key DCO Boundary NRFI S t o n e y Stoney StantonS t a n t o n M69 Smithy Lane M69 Smithy Lane

Stanton Lane

Stanton Lane P2 01-07-2019 Scale amended to show full DCO boundary CJH SEB P1 28-06-2019 First issue CJH SEB

Rev Date Description By Ckd

Architect :

AJA ARCHITECTS B4669 Hinckley Road

B4669 Hinckley Road Hydrock Consultants Ltd St Baldred's Hall 239 Ashley Road Hale, Cheshire WA15 9NE B4669 Sapcote Road T +44 (0)161 233 0746 B4669 Sapcote Road [email protected] www.hydrock.com

Client :

AstonAston Flamville Flamville Road Road SapcoteS a p c o t e Project Title:

H i n c k l e y Hinckley HINCKLEY NATIONAL RAIL FREIGHT INTERCHANGE

Drawing Title: AstonAston Lane Lane Junction 2 M69 General Arrangement

Drawing Status: PRELIMINARY

Hydrock Job No: C07700

Drawn Checked Scale @ A1 Date Issue Date M69 AstonA s t oFlamville n CJH SEB 1:6000 28-06-2019 28-06-2019 M69 F l a m v i l l e Drawing Number: Revision: This drawing is the copyright of Hydrock Consultants Ltd 07700-HYD-XX-XX-SK-D-0072 P2 3 www.hinckleynrfi.co.uk Transport & Highways Modelling Overview

Highways modelling – where we stand to date The Pan-Regional Transport Model (PRTM)

Public feedback from the consultation at the end of 2018 confirmed that the Leicestershire County Council has a strategic traffic model which it uses to effects of the addition of the south facing slips at M69 Junction 2 and the assess the effects of all large developments in the County. In liaison with LCC HNRFI development on the local road network are a particular concern for and Highways , db symmetry has commissioned an assessment to be nearby communities. undertaken using LCC’s Pan-Regional Transport Model (PRTM) to assess changes to the road network as a result of the proposed HNRFI development. The highway network can be broadly categorised as the 'Strategic Road Network' (SRN) which consists of motorways and trunk roads, such as the The PRTM identifies where changes in traffic flows are likely to occur along M69, A5, M1, M6, A42 and M42, and the 'local highway network' such as the roads and at junctions. Where potential adverse effects are identified detailed A47, B581, B4668, B4669, and B4114. analysis is to be undertaken.

It is the responsibility of (HE) to operate, maintain and The PRTM also identifies traffic effects beyond Leicestershire’s administrative improve the SRN, and of Leicestershire County Council (LCC) for the boundaries and into neighbouring highway areas such as Leicester City or immediate local highway network. , the border of which runs broadly alongside the A5 Watling Steet. Highways modelling - what is it telling us? db symmetry is reviewing all locations where traffic effects might occur, and we will be seeking to agree which locations require a more detailed analysis with the respective highway authorities. This process includes further detailed analysis of traffic flows and junction capacity.

In reviewing the modelling outputs, it is apparent that the villages of Sapcote and to the east of the HNRFI will be adversely affected without significant road improvements. In both cases it is largely the introduction of the new motorway slip-roads and the resulting diversion of Extract from Leicestershire County Council Highways modelling note existing background traffic, (approximately 80%) rather than trips to and from the HNRFI (approximately 20%) that is the primary cause for the increase in road traffic.

M69

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A47 B581 B4468 Felixstowe to d r R Nuneaton Railway te es ic Le Site Stoney

Stanton e S n a a p L c n o o t t e To Tamworth Hinckley n

a R t d S B4669 A5 Rd Sapcote ty B590 B4666 Cov en M69 - J2

Hinckley d R As ry ton L nt Burbage ane Sharnford Rd ove 4 C 11 R 4 u Aston B g b Flamville y R d

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B578 M69 - J1

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M69 A5 4 4 www.hinckleynrfi.co.uk Transport & Highways Modelling Trip Distribution

The redistribution of background traffic arises when drivers The image below provides an indication of the change in traffic who are already on the road network divert away from their flows arising from the PRTM modelling outputs provided by existing routes (e.g. those currently travelling to use M69 LCC and it’s modellers AECOM. This presents the estimated Junction 1 or 3) to use the upgraded M69 Junction 2 instead. flow changes across the highway network once the The result is both positive and negative, with an increase in development site is fully operational and the new south-facing some locations, and a reduction in others. slip roads at M69 Junction 2 are in place.

Notable locations where a reduction in traffic is anticipated The following boards show our thoughts on potential off-site include: highways improvements to mitigate the adverse traffic impacts on surrounding communities. Burbage Sharnford A47 west of Hinckley M69 Junction 1 circulatory A5 east of M69 Junction 1 Notable locations where an increase in traffic is anticipated include:

Sapcote Stoney Stanton M69 (south of Junction 2) Rural areas/roads to the north

dƌĂĸĐ&ůŽǁŚĂŶŐĞƐ^ƵŵŵĂƌLJ͗ Rd Earl M69 dŚŝƐƉůĂŶƐŚŽǁƐƚŚĞŬĞLJĐŚĂŶŐĞƐƚŽƚŚĞƚƌĂĸĐĚŝƐƚƌŝďƵƟŽŶƌĞƐƵůƟŶŐĨƌŽŵƚŚĞ Shilton ,EZ&/ĚĞǀĞůŽƉŵĞŶƚĂŶĚƐŽƵƚŚͲĨĂĐŝŶŐƐůŝƉƐƚŽũƵŶĐƟŽŶϮ͕ǁŝƚŚŽƵƚƚŚĞůŝŶŬƌŽĂĚƐ. To Leicester Ashby Barwell

ƌĞĚƵĐƟŽŶŝŶƚƌŝƉƐŽĐĐƵƌƐĂůŽŶŐƚŚĞϰϳ͕ Stoke sĞŚŝĐůĞƐĚƌĂǁŶƚŽDϲϵ:ƵŶĐƟŽŶ ŶŽƌƚŚŽĨ,ŝŶĐŬůĞLJ͕ĂƐǀĞŚŝĐůĞƐƌĞƌŽƵƚĞƚŽ 2 due to the new south-facing Elmesthorpe slip roads result in an increase ƚŚĞDϲϵĂŶĚƚƌĂǀĞůďĞƚǁĞĞŶ:ƵŶĐƟŽŶϭ Rd ĂŶĚϮƚŽĐŽŶƟŶƵĞũŽƵƌŶĞLJƐŽƵƚŚĂůŽŶŐƚŚĞ through Stoney Stanton and M69/north along the A47 A47 Sapcote

B4468 B581 Stoney Rd Stanton Felixstowe to Nuneaton Railway

Leicester Trips heading north from/south Site ƚŽDϲϵ:ƵŶĐƟŽŶϭƚŚƌŽƵŐŚ Hinckley Burbage are reduced as Stanton Lane To Tamworth vehicles travel along the M69 ƚŽ:ƵŶĐƟŽŶϮ Sapcote Rd A5 B4469 Sapcote Coventry Rd B590 M69 - J2 B4666 Hinckley Leicester Rd ZĂŝů^ƚĂƟŽŶ Sharnford Rd Burbage Rd Rugby Aston Coventry Aston Lane Increase on the M69 between Rd Flamville B4114 Dϲϵ:ƵŶĐƟŽŶϮĂŶĚDϲ :ƵŶĐƟŽŶϮĂƐŝƚƐĂĐĐĞƐƐŝƐ ŝŵƉƌŽǀĞĚǀŝĂƚŚĞĐƌĞĂƟŽŶŽĨ the southern slip roads at :ƵŶĐƟŽŶϮ͕ůĞĂĚŝŶŐƚŽƚŚĞ Vehicles previously travelling via Sharnford ƌĞĚŝƐƚƌŝďƵƟŽŶŽĨƚƌĂĸĐ͕ƉůƵƐ Sharnford and the A5 ƐŽŵĞĂĚĚŝƟŽŶĂůŇŽǁƐĨƌŽŵ ^ŵŽĐŬŝŶŐƚŽŶ,ŽůůŽǁũƵŶĐƟŽŶƚŽ HNRFI development itself ƌĞĂĐŚƚŚĞDϲϵĂƚ:ƵŶĐƟŽŶϭ travelling to/from the south M69 - J1 B578 Decrease ƌĞƌŽƵƚĞƚŽ:ƵŶĐƟŽŶϮ͕ƌĞƐƵůƟŶŐ To Coventry ŝŶĂƌĞĚƵĐƟŽŶŽŶƚŚĞƐĞůŝŶŬƐ͘ Increase M69 A5

5 www.hinckleynrfi.co.uk Potential Mitigation

Notes:

1. All dimensions are to be checked on site before the commencement of works. Any discrepancies are to be reported to the Project Manager for verification. Figured dimensions only are to be taken from this drawing. Options 2. This drawing is to be read in conjunction with all relevant Contract Issue drawings and specifications.

SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION

IN ADDITION TO THE HAZARDS/RISKS NORMALLY ASSOCIATED WITH THE Based on the PRTM modelling to date, in order to mitigate adverse traffic effects in TYPES OF WORK DETAILED ON THIS DRAWING, NOTE THE FOLLOWING CONSTRUCTION Sapcote, Stoney Station and the rural areas to the north, we are considering the

Birmingham - Peterborough Railway Line provision of new link roads. The purpose of these links is to divert traffic away from MAINTENANCE / CLEANING sensitive areas and encourage the use of main roads rather than rural routes. DECOMMISSIONING / DEMOLITION

A47 Two locations are under consideration for new road links. These are:

IT IS ASSUMED THAT ALL WORKS WILL BE CARRIED OUT BY A COMPETENT CONTRACTOR WORKING, WHERE APPROPRIATE, TO AN APPROVED METHOD STATEMENT

Other road junctions in the locality might need to be improved.Works might 1000.00 0.00 950.00

A47 Link 50.00 900.00 100.00 Notes include: 850.00

150.00 800.00 1. Alignment geometry designed in accordance with TD9/93 using a design speed of 85A.

A new road between M69 Junction 2 and Leicester Road, before then 200.00 Changing the junction type (e.g. conversion to a roundabout, or 750.00 2. 40m ICD roundabouts shown indicatively only.

250.00 700.00 3. Design is fully compliant and does not contain

connecting to the A47 Normandy Way/Clickers Way to the North West. any relaxations or departures. introducing traffic signals) 300.00 650.00 4. Transitions calculated using Q = 0.3m/sec³

350.00 600.00 5. Vertical alignment based lidar information

400.00 550.00 Improving lane/driver discipline through road markings/signing 450.00 500.00 M69 Junction 2

B4668 Leicester Road Eastern Villages Link Adjusting priorities, to ensure that priority is given to the higher traffic Key

flow routes through a junction DCO Boundary Link Road options for Stoney Stanton and Sapcote including: Burbage Common Road Additional lanes or increased width at give-ways/stop-lines Approximate estate road alignment Option A (north) - connecting Stanton Lane (south of Stoney Stanton) Improved signal timings (for signalised junctions), to ensure that with Broughton Road (east of Stoney Stanton), routing between Stoney ‘green-time’ is allocated according to traffic flow demands Stanton/Sapcote. Improved signal controller software (for signalised junctions) to provide B u r b a g e C o m m o n Option B (south) - connecting Hinckley Road (west of Sapcote) to an intelligent and reactive approach to real-time traffic conditions 0 50 100 SCALE IN METRES Sharnford Road (south of Sapcote), routing south of Sapcote. P1 01-07-2019 First issue CJH SEB Pedestrian and cycling infrastructure improvements Rev Date Description By Ckd Architect :

AJA ARCHITECTS We will be considering the needs for such measures once we have modelled We would be grateful for your views on these options. You can let us Hydrock Consultants Ltd traffic at individual junctions and discussed mitigation requirements with the St Baldred's Hall 239 Ashley Road know what you think by completing a feedback form here today or by Hale, Cheshire WA15 9NE various highway authorities, and will consult on any proposals as part of the T +44 (0)161 233 0746 [email protected] submitting comments online. www.hydrock.com

Formal Consultation process in late 2019. Client :

Level Datum =85.000 Project Title: Rd Earl M69 Proposed Levels HINCKLEY NATIONAL RAIL FREIGHT INTERCHANGE Shilton 95.000 94.750 94.500 94.250 94.000 93.750 93.500 93.250 93.000 92.750 92.500 92.250 92.000 91.951 93.017 94.517 96.017 97.457 98.496 99.080 99.210 99.000 Ashby

Gradient 2.133 3.000 3.000 2.879 2.077 1.168 0.259 Barwell To Leicester -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.098 -0.446 Drawing Title: Stoke Existing Levels 95.000 94.000 93.000 93.000 93.000 93.000 93.000 93.175 94.000 93.000 92.000 92.000 92.000 94.000 96.000 97.000 98.000 99.000 96.821 99.000 -999.000 -999.000

R=510.000m A=43860.005 R=510.000m L=114.626m L=86.000m A=43860.000 L=211.408m A47 LINK ROAD L=86.000m A=43860.000 Horizontal 0.000 R=-510.000m A=43860.000 114.626 200.626 286.626 663.594 749.594 835.594

L=86.000m 1047.002 Elmesthorpe L=376.968m L=86.000m PLAN AND PROFILE Rd G=3.000 R=2000.000m L=132.608m L=70.000m

Vertical 0.000 621.645 691.645 824.253

L=621.645m L=192.501m 1016.753 L=30.249m 1047.002 G=-0.500 R=-5500.000m G=-0.500 A47 Drawing Status:

Chainage 0.000 50.000 100.000 150.000 200.000 250.000 300.000 350.000 400.000 450.000 500.000 550.000 600.000 650.000 700.000 750.000 800.000 850.000 900.000 950.000 1000.000 1047.002 PRELIMINARY B4468 B581 A47 Link Stoney Hydrock Job No: Rd Stanton Felixstowe to C07700 Drawn Checked Scale @ A1 Date Issue Date Nuneaton Railway CJH SEB 1:2500 01-07-2019 01-07-2019 Leicester Drawing Number: Revision: This drawing is the copyright of Hydrock Consultants Ltd 07700-HYD-XX-XX-SK-D-0071 P1 Hinckley Site Stanton Lane To Tamworth Sapcote Rd Eastern Villages A5 B4469 >ŝŶŬKƉƟŽŶ Sapcote Coventry Rd B590 B4666 M69 - J2 Hinckley ZĂŝů^ƚĂƟŽŶ Burbage Sharnford Rd Eastern Villages Rd Rugby Aston>ŝŶŬKƉƟŽŶ Coventry Aston Lane Rd Flamville B4114

Sharnford

M69 - J1 B578 To Coventry A5 M69

6 www.hinckleynrfi.co.uk A47 Link

Notes:

1. All dimensions are to be checked on site before the commencement of works. Any discrepancies are to be reported to the Project Manager for verification. Figured dimensions only are to be taken from this drawing.

2. This drawing is to be read in conjunction with all relevant Contract Issue drawings and specifications.

SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION

IN ADDITION TO THE HAZARDS/RISKS NORMALLY ASSOCIATED WITH THE TYPES OF WORK DETAILED ON THIS DRAWING, NOTE THE FOLLOWING CONSTRUCTION

Birmingham - Peterborough Railway Line HINCKLEY MAINTENANCE / CLEANING NRFI

Birmingham - Peterborough Railway Line

DECOMMISSIONING / DEMOLITION

A47

IT IS ASSUMED THAT ALL WORKS WILL BE CARRIED OUT BY A COMPETENT CONTRACTOR WORKING, WHERE APPROPRIATE, TO AN APPROVED METHOD STATEMENT

1000.00

0.00 950.00

50.00 900.00 100.00 Notes 850.00

150.00 800.00 1. Alignment geometry designed in accordance

with TD9/93 using a design speed of 85A. 200.00 750.00 2. 40m ICD roundabouts shown indicatively only.

250.00 700.00 3. Design is fully compliant and does not contain any relaxations or departures.

300.00 650.00 4. Transitions calculated using Q = 0.3m/sec³

350.00 600.00 5. Vertical alignment based lidar information

400.00 550.00

B4668 Leicester Road 450.00 500.00 M69 JunctionM69 Junction 2 2 B4668 Leicester Road Key

DCO Boundary

Burbage Common Road Burbage Common Road Approximate estate road alignment

B Burbageu r b a g e C Common o m m o n

0 50 100

SCALE IN METRES P1 01-07-2019 First issue CJH SEB

Rev Date Description By Ckd

Architect :

AJA ARCHITECTS

Hydrock Consultants Ltd St Baldred's Hall A link from the HNRFI site westwards to the A47 239 Ashley Road Hale, Cheshire WA15 9NE T +44 (0)161 233 0746 [email protected] www.hydrock.com

The A47 link will provide a connection through the development site from In terms of the benefits there is potential for the A47 link to reduce traffic Client : M69 Junction 2 to Leicester Road, before then connecting to the A47. Design volumes in the following locations: details are to be confirmed but we envisage this route would be a 7.3m wide Level Datum =85.000 Stoney Stanton Project Title: single carriageway. Proposed Levels HINCKLEY NATIONAL RAIL FREIGHT INTERCHANGE 95.000 94.750 94.500 94.250 94.000 93.750 93.500 93.250 93.000 92.750 92.500 92.250 92.000 91.951 93.017 Sapcote94.517 96.017 97.457 98.496 99.080 99.210 99.000 The modelling indicates that a demand will exist from north and northwest Gradient 2.133 3.000 3.000 2.879 2.077 1.168 0.259 -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.098 -0.446

Drawing Title: Existingto travel Levels to M69 Junction 2 to use the new slip roads. Currently, those trips Through Hinckley 95.000 94.000 93.000 93.000 93.000 93.000 93.000 93.175 94.000 93.000 92.000 92.000 92.000 94.000 96.000 97.000 98.000 99.000 96.821 99.000 -999.000 -999.000

R=510.000m A=43860.005 R=510.000m L=114.626m L=86.000m A=43860.000 L=211.408m A47 LINK ROAD L=86.000m A=43860.000 Horizontal 0.000 R=-510.000m A=43860.000

may be travelling along some114.626 of the 200.626 following286.626 routes to access the M69 663.594 749.594 835.594

L=86.000m 1047.002 L=376.968m L=86.000m A5 west of M69 Junction 1 PLAN AND PROFILE G=3.000 R=2000.000m L=132.608m L=70.000m

Vertical 0.000 Junction 1 and head south: the A47/A5; through Hinckley; through Burbage; 621.645 691.645 824.253

L=621.645m L=192.501m 1016.753 L=30.249m 1047.002 G=-0.500 R=-5500.000m G=-0.500 A47 west of Hinckley Drawing Status:

Chainage 0.000 through Sharnford.50.000 However, with limited route choices to M69 Junction 2 100.000 150.000 200.000 250.000 300.000 350.000 400.000 450.000 500.000 550.000 600.000 650.000 700.000 750.000 800.000 850.000 900.000 950.000 1000.000 1047.002 PRELIMINARY without the A47 link those trips are expected to divert through Stoney Hydrock Job No: Rural roads north/northeast of Hinckley/ C07700 Stanton and Sapcote. Drawn Checked Scale @ A1 Date Issue Date CJH SEB 1:2500 01-07-2019 01-07-2019 There is the potential for increased road traffic at the following locations as a Drawing Number: Revision: This drawing is the copyright of Hydrock Consultants Ltd The purpose of the 'A47 Link' is to provide a route that is on the desire-line of 07700-HYD-XX-XX-SK-D-0071 P1 result of the A47 Link Road connection: those trips originating from the north and northwest, and to encourage the use of main roads (primarily the A47), limiting the need or desire to travel through M69 north and south of Junction 2 rural locations and small villages. Leicester Road north and south of the new connection to the link road In effect the A47 link would complete a ‘Ring Road’ around Hinckley, (A5, Ashby Road/Barwell Lane/Stonegate Drive A47, M69) reducing the need for traffic to route through the town centre and providing increased resilience along the A5, should there be any incidents of A47 east and west of the junction with Leicester Road ‘bridge strike’ for example, on Dodwells Bridge. The Common (leading towards Barwell) The southern boundary of this road would need to carefully consider lighting measures, acoustic mitigation and landscaping proposals given its proximity to The strategic modelling will identify changes in traffic flows at the above Burbage Common. locations, as well as any other locations where a change occurs.

The A47 link will also include pedestrian and cycle provision, improving We will be assessing the impacts of those changes, both in terms of vehicle connectivity by these sustainable means between Hinckley, Barwell and Earl numbers but also in terms of the operational performance of the road network Shilton, and the HNRFI site. through junction capacity modelling.

7 www.hinckleynrfi.co.uk Eastern Villages Link

Notes:

1. All dimensions are to be checked on site before the commencement of works. Any discrepancies are to be reported to the Project Manager for verification. Figured dimensions only are to be taken from this drawing. 2. This drawing is to be read in conjunction with all relevant Contract Issue Option A drawings and specifications.

SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION Notes: IN ADDITION TO THE HAZARDS/RISKS NORMALLY ASSOCIATED WITH THE TYPES OF WORK DETAILED ON THIS DRAWING, NOTE THE FOLLOWING 1. All dimensions are to be checked on site before the commencement of works. Any discrepancies are to be reported to the Project Manager for CONSTRUCTION verification. Figured dimensions only are to be taken from this drawing.

2. This drawing is to be read in conjunction with all relevant Contract Issue drawings and specifications.

Birmingham - Peterborough Railway Line StoneyS t o n e y Stanton S t a n t o n SAFETY, HEALTH AND MAINTENANCE / CLEANING ENVIRONMENTAL INFORMATION IN ADDITION TO THE HAZARDS/RISKS NORMALLY ASSOCIATED WITH THE TYPES OF WORK DETAILED ON THIS DRAWING, NOTE THE FOLLOWING Broughton Road 1500.00 CONSTRUCTION Sapcote Road Sapcote Road B581 Broughton Road 1450.00

DECOMMISSIONING / DEMOLITION 1400.00 A47

Hinckley Road Hinckley Road 1350.00 MAINTENANCE / CLEANING

1300.00

IT IS ASSUMED THAT ALL WORKS WILL BE CARRIED OUT BY A COMPETENT CONTRACTOR WORKING, WHERE APPROPRIATE, 1250.00 TO AN APPROVED METHOD STATEMENT

1000.00

0.00 950.00 50.00 900.00

1200.00 DECOMMISSIONING / DEMOLITION 100.00 Notes 850.00

150.00 800.00 1. Alignment geometry designed in accordance with TD9/93 using a design speed of 85A.

200.00 750.00 2. 40m ICD roundabouts shown indicatively only. 1150.00

250.00 700.00 3. Design is fully compliant and does not contain 1100.00 any relaxations or departures. IT IS ASSUMED THAT ALL WORKS WILL BE CARRIED OUT BY A 300.00 650.00 4. Transitions calculated using Q = 0.3m/sec³ COMPETENT CONTRACTOR WORKING, WHERE APPROPRIATE, TO AN APPROVED METHOD STATEMENT

350.00 600.00 5. Vertical alignment based lidar information 1050.00

400.00 550.00 450.00 500.00 Notes M69 Junction 2 1000.00 B4668 Leicester Road Key 1. Alignment geometry designed in accordance with TD9/93 using a design speed of 100A.

950.00 2. 40m ICD roundabouts shown indicatively only. DCO Boundary 3. Design is fully compliant and does not contain any relaxations or departures. 900.00 Burbage Common Road 4. Transitions calculated using Q = 0.3m/sec³ Approximate estate road alignment 5. Vertical alignment based on free online lidar

850.00 information

50.00 0.00

800.00

S t o n e y C o v e 100.00 Stoney Cove

750.00 150.00

Stanton Lane 700.00 200.00 B u r b a g e C o m m o n 650.00

Stanton Lane 250.00

600.00 300.00

550.00 350.00

500.00 400.00 0 50 100 450.00

SCALE IN METRES P1 01-07-2019 First issue CJH SEB

Rev Date Description By Ckd

Architect : M69 Junction 2

AJA ARCHITECTS

SapcoteS a p c o t e P2 01-07-2019 Road names and locations added CJH SEB Hydrock Consultants Ltd 0 50 100 St Baldred's Hall P1 22-05-2019 First issue CJH SEB 239 Ashley Road SCALE IN METRES Hale, Cheshire WA15 9NE Rev Date Description By Ckd T +44 (0)161 233 0746 [email protected] Architect : www.hydrock.com Client : AJA ARCHITECTS

Option A (north) - connecting Stanton Lane with Broughton Road, routing between Stoney Stanton/Sapcote Hydrock Consultants Ltd St Baldred's Hall 239 Ashley Road Level Datum =85.000 Project Title: Hale, Cheshire WA15 9NE T +44 (0)161 233 0746 [email protected] Proposed Levels HINCKLEY NATIONAL RAIL FREIGHT INTERCHANGE The Eastern Villages Link: Option A will provide a connection between In terms of the benefits, Eastern Villages Link: Options A and B each have the www.hydrock.com 95.000 94.750 94.500 94.250 94.000 93.750 93.500 93.250 93.000 92.750 92.500 92.250 92.000 91.951 93.017 94.517 96.017 97.457 98.496 99.080 99.210 99.000 Client :

Gradient 2.133 3.000 3.000 2.879 2.077 1.168 0.259 Hinckley Road (south of Stoney Stanton) and B581 Broughton Road (east of potential to reduce traffic volumes in the following locations: -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.500 -0.098 -0.446

Drawing Title: Existing Levels

95.000 94.000 93.000 93.000 93.000 93.000 93.000 93.175 94.000 93.000 92.000 92.000 92.000 94.000 96.000 97.000 98.000 99.000 96.821 99.000 Stoney Stanton). Design details are to be confirmed but we envisage this route -999.000 -999.000

R=510.000m R=510.000m Stoney Stanton A=43860.005 L=114.626m L=86.000m A=43860.000 L=211.408m A47 LINK ROAD L=86.000m A=43860.000 Horizontal 0.000 R=-510.000m A=43860.000 Project Title: 114.626 200.626 286.626 663.594 749.594 835.594

1047.002 would be a 7.3m wide single carriageway. L=86.000m L=376.968m L=86.000m PLAN AND PROFILE Level Datum =77.000 G=3.000 R=2000.000m L=132.608m L=70.000m

Vertical 0.000 Sapcote 621.645 691.645 824.253

L=621.645m L=192.501m 1016.753 L=30.249m 1047.002 HINCKLEY NATIONAL RAIL FREIGHT INTERCHANGE G=-0.500 R=-5500.000m G=-0.500 Proposed Levels Drawing Status: 96.413 Currently,95.913 95.413 two options94.913 94.413 exist93.913 for 93.365 travelling92.585 east-west91.554 90.274 between88.792 87.292 M6985.792 Junction84.292 83.199 2 83.065 83.554 83.832 83.860 83.638 83.166 82.444 81.491 80.491 79.491 78.538 78.103 77.853 77.603 77.353 77.103 77.000

Chainage 0.000 50.000 100.000 150.000 200.000 250.000 300.000 350.000 400.000 450.000 500.000 550.000 600.000 650.000 700.000 750.000 800.000 850.000 900.000 950.000 1000.000 1047.002

Gradient 0.979 0.556 0.056 PRELIMINARY and -1.000 the B4114-1.000 -1.000 Coventry-1.000 Road,-1.000 and-1.097 both-1.561 are-2.061 through-2.561 either-2.964 of-3.000 Sap-3.000 cote or-3.000 -2.186 -0.269 Rural roads-0.444 to the-0.944 north-1.444 -1.906 -2.000 -2.000 -1.907 -0.869 -0.500 -0.500 -0.500 -0.500 -0.500 Hydrock Job No: Drawing Title: C07700 Existing Levels 96.413 Stoney95.000 Stanton.94.000 94.000 The modelling94.000 94.118 indicates95.276 94.382 that92.441 the 90.254 demand88.508 to 85.976 undertake87.380 this82.377 82.000 82.000 83.699 83.695 83.964 84.168 83.461 88.000 81.000 81.321 79.000 78.000 78.000 77.000 77.000 77.000 77.000 77.000 Drawn Checked Scale @ A1 Date Issue Date R=1020.000m EASTERN BYPASS A=71400.000 A=71400.000 L=138.617m L=70.000m L=70.000m æ L=167.379m CJH SEB 1:2500 01-07-2019 01-07-2019 Horizontal 0.000 R=-720.000m A=72000.000 OPTION A 974.685 L=100.000m 1074.685 1144.685 1283.302 1353.302 1520.681 trip will increase upon implementation of the southernL=974.685m slip roads at M69 Drawing Number: Revision: There is the potential for an increase in trips to arise in the following locations R=2600.000m R=3700.000m PLAN AND PROFILE L=108.670m L=55.500m L=199.999m This drawing is the copyright of Hydrock Consultants Ltd P1 Vertical 0.000 L=317.960m L=150.817m L=233.752m 268.927 468.926 653.982 762.652

07700-HYD-XX-XX-SK-D-0071 L=268.927m R=-10000.000m L=185.056m 1080.612 1231.429 1286.929 1520.681 Junction 2, G=-1.000with an adverse impact arising within the villages.G=-3.000 as a result ofR=-10000.000m the Eastern Villages Link:G=-2.000 Option A G=-0.500 Drawing Status:

Chainage 0.000 50.000 100.000 150.000 200.000 250.000 300.000 350.000 400.000 450.000 500.000 550.000 600.000 650.000 700.000 750.000 800.000 850.000 900.000 950.000 1000.000 1050.000 1100.000 1150.000 1200.000 1250.000 1300.000 1350.000 1400.000 1450.000 1500.000 1520.681 PRELIMINARY The purpose of the Eastern Villages Link: Option A is to provide an alternative Hydrock Job No: B4669 Hinckley Road west of M69 Junction 2 C07700 route that relieves the village centres, limiting the need or desire to travel Drawn Checked Scale @ A1 Date Issue Date Hinckley Road south of Stoney Stanton CJH SEB 1:2500 22-05-2019 22-05-2019 through Sapcote or Stoney Stanton. Drawing Number: Revision: This drawing is the copyright of Hydrock Consultants Ltd 07700-HYD-XX-XX-SK-D-0068 P2 B581 Broughton Road The boundaries of this link road option would need to carefully consider lighting measures, acoustic mitigation and landscaping proposals given its B581 Coventry Road proximity to existing residential properties in Stoney Stanton and Sapcote. The strategic modelling will identify any/all changes in traffic flows at the Subject to demand, this link road option will also include pedestrian and cycle above locations as well as any other locations where a change occurs. provision, improving connectivity by these sustainable means between Stoney Stanton and Sapcote, and the HNRFI site. We will be assessing the impacts of those changes, both in terms of vehicle numbers but also in terms of the operational performance of the road network through junction capacity modelling.

8 www.hinckleynrfi.co.uk Eastern Villages Link Option B

Notes:

1. All dimensions are to be checked on site before the commencement of LeicesterLeicester Road Road works. Any discrepancies are to be reported to the Project Manager for verification. Figured dimensions only are to be taken from this drawing.

2. This drawing is to be read in conjunction with all relevant Contract Issue drawings and specifications. SapcoteS a p c o t e

SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION

IN ADDITION TO THE HAZARDS/RISKS NORMALLY ASSOCIATED WITH THE TYPES OF WORK DETAILED ON THIS DRAWING, NOTE THE FOLLOWING CONSTRUCTION

B4669B4669 Hinckley Road Road MAINTENANCE / CLEANING

M69 Junction 2 0.00

50.00 BassettBassett Lane Lane Sharnford Road DECOMMISSIONING / DEMOLITION

Sharnford Road

100.00

150.00 200.00 IT IS ASSUMED THAT ALL WORKS WILL BE CARRIED OUT BY A COMPETENT CONTRACTOR WORKING, WHERE APPROPRIATE, TO AN APPROVED METHOD STATEMENT

Donkey Lane 250.00

Notes

Donkey Lane 300.00 1. Alignment geometry designed in accordance

with TD9/93 using a design speed of 100A. 350.00

2. 40m ICD roundabouts shown indicatively only. 400.00 2150.00 3. Design is fully compliant and does not contain

2100.00 any relaxations or departures. 450.00 4. Transitions calculated using Q = 0.3m/sec³

2050.00 5. Vertical alignment based on free online lidar

500.00 information

2000.00 550.00

1950.00 600.00

1900.00 650.00

1850.00 700.00

1800.00

750.00 800.00

1750.00

850.00 900.00

950.00 1700.00

1000.00

1050.00

1100.00

1150.00

1200.00

1250.00

1300.00

1350.00

1400.00 1650.00

1450.00

1500.00 1550.00 1600.00

Coventry Road Coventry Road

0 50 100 P2 01-07-2019 Road names and locations added CJH SEB SCALE IN METRES P1 22-05-2019 First issue CJH SEB

Rev Date Description By Ckd

Architect :

AJA ARCHITECTS Option B (south) - connecting Hinckley Road to Sharnford Road, routing south of Sapcote Hydrock Consultants Ltd St Baldred's Hall 239 Ashley Road Hale, Cheshire WA15 9NE T +44 (0)161 233 0746 [email protected] The Eastern Villages Link: Option B will provide a connection between the In terms of the benefits, Eastern Villages Link: Options A and B each have the www.hydrock.com B4669 Hinckley Road (west of Sapcote). Design details are to be confirmed potential to reduce traffic volumes in the following locations: Client : but we envisage this route would be a 7.3m wide single carriageway. Stoney Stanton Level Datum =81.000 Project Title: Proposed Levels The need for this link, and its purpose is as stated in the Option A description 94.000 95.000 96.000 96.921 97.597 98.023 98.199 98.125 97.801 97.306 96.806 96.306 95.806 95.306 94.806 94.306 93.806 93.306 92.806 92.306 91.806 91.306 90.806 90.306 89.806 89.306 88.806 88.306 87.806 87.306 86.806 86.306 85.850 85.580 85.330 85.080 84.830 84.580 84.483 84.918 85.418 85.918 86.418 86.918 87.000 Sapcote HINCKLEY NATIONAL RAIL FREIGHT INTERCHANGE Gradient 2.000 2.000 1.842 1.352 0.852 0.352 0.871 1.000 1.000 1.000 1.000 1.000 on Board 8. -0.148 -0.648 -0.990 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -0.912 -0.542 -0.500 -0.500 -0.500 -0.500 -0.194

Existing Levels 94.000 94.382 95.347 97.000 98.493 99.712 98.000 96.896 96.000 95.011 94.000 93.000 92.000 92.237 93.000 93.000 92.321 92.926 91.441 90.701 89.588 88.379 88.000 89.000 88.000 88.000 88.246 88.239 87.936 87.027 85.895 85.197 85.301 85.000 83.000 82.720 84.300 85.000 86.487 87.067 87.000 87.000 100.028 101.282 101.231 Rural roads to the north Drawing Title: The northern boundary of this link road option would need to carefully æ Horizontal A=72000.000 0.000 R=-720.000m A=72000.000 L=579.447m R=-720.000m 851.296 951.296 L=100.000m L=100.000m 1530.743 1630.743 2158.178 L=851.296m L=527.436m G=2.000 R=10000.000m R=3700.000m G=1.000 L=110.216m L=50.000m L=55.500m L=236.341m EASTERN BYPASS Vertical consider lighting measures, acoustic mitigation and landscaping proposals 0.000

110.216 410.216 L=1160.176m

L=300.000m 1570.393 1620.393 L=245.945m 1866.338 1921.838 2158.178 R=-10000.000m G=-1.000 There is the potential for an increase in trips to ariseG=-0.500 in the following locations OPTION B Chainage PLAN AND PROFILE 0.000 50.000

given its proximity100.000 150.000 200.000 to 250.000 existing300.000 350.000 residential400.000 450.000 500.000 properties550.000 600.000 650.000 in 700.000 Sapcote.750.000 800.000 850.000 900.000 950.000 1000.000 1050.000 1100.000 1150.000 1200.000 1250.000 1300.000 1350.000 1400.000 1450.000 1500.000 1550.000 1600.000 1650.000 1700.000 1750.000 1800.000 1850.000 1900.000 1950.000 2000.000 2050.000 2100.000 2150.000 2158.178 as a result of the Eastern Villages Link: Option B Drawing Status: Subject to demand, this link road option will also include pedestrian and cycle PRELIMINARY B4669 Hinckley Road west of M69 Junction 2 Hydrock Job No: provision, improving connectivity by these sustainable means between C07700 Drawn Checked Scale @ A1 Date Issue Date Sapcote and the HNRFI site. Sharnford Road immediately south of Sapcote (between the connection CJH SEB 1:3500 22-05-2019 22-05-2019 Drawing Number: Revision: This drawing is the copyright of Hydrock Consultants Ltd to the Eastern Village Link: Option A and B581 Coventry Road) 07700-HYD-XX-XX-SK-D-0070 P2

B581 Coventry Road (north of Sharnford Road)

The strategic modelling will identify any/all changes in traffic flows at the above locations as well as any other locations where a change occurs.

We will be assessing the impacts of those changes, both in terms of vehicle numbers but also in terms of the operational performance of the road network through junction capacity modelling.

9 www.hinckleynrfi.co.uk Transport Highways Modelling Next Steps

Notes: We will continue to progress with the Pan-Regional Transport 1. All dimensions are to be checked on site before the commencement of Emergency Access Leicester Road works. Any discrepancies are to be reported to the Project Manager for verification. Figured dimensions only are to be taken from this drawing. Model (PRTM) modelling process, to ensure that we have 2. This drawing is to be read in conjunction with all relevant Contract Issue drawings and specifications. Primarily, access for emergency vehicles would be via the S a p c o t e identified where any highway impacts occur, and where any SAFETY, HEALTH AND main site access at Junction 2. The proposed ENVIRONMENTAL INFORMATION potential additional highways mitigation measures are

IN ADDITION TO THE HAZARDS/RISKS NORMALLY ASSOCIATED WITH THE TYPES OF WORK DETAILED ON THIS DRAWING, NOTE THE FOLLOWING dual-carriageway arrangement affords good capacity and required. CONSTRUCTION flexibility for managing traffic in the event of an We will also undertake the necessary environmental survey emergency. However, Burbage Common Road naturally

B4669 Hinckley Road MAINTENANCE / CLEANING work and assessment of the potential link road options provides a highway connection to facilitate access to the

M69 Junction 2 0.00 identified to date. Together with the feedback received from site for emergency vehicles only, via both the existing rail

50.00 Bassett Lane this consultation exercise, we hope to have reached final bridge (linking to the B4668 Leicester Road), and via the DECOMMISSIONING / DEMOLITION Sharnford Road

100.00 agreement on the full highways mitigation package when we B581 Station Road from Elmesthorpe.

150.00 undertake the Formal Consultation in late 2019.

In the scenario with the A47 Link a second access 200.00 IT IS ASSUMED THAT ALL WORKS WILL BE CARRIED OUT BY A COMPETENT CONTRACTOR WORKING, WHERE APPROPRIATE, TO AN APPROVED METHOD STATEMENT

Donkey Lane

250.00 The PRTM will determine the appropriate stage whereby any opportunity is introduced, effectively replacing the

Notes 300.00 1. Alignment geometry designed in accordance mitigation is required, fixing the timing of delivery of the emergency access on the western side of the

with TD9/93 using a design speed of 100A. 350.00

2. 40m ICD roundabouts shown indicatively only. site/Burbage Common Road. In this scenario, it is 400.00 2150.00 3. Design is fully compliant and does not contain associated mitigation and link roads.

2100.00 any relaxations or departures.

450.00 4. Transitions calculated using Q = 0.3m/sec³ envisaged that the easternmost emergency access will 2050.00 5. Vertical alignment based on free online lidar

500.00 information 2000.00 The following highways work is also ongoing and further

550.00 still be provided, in addition to two accesses.

1950.00 600.00

1900.00 detail will be provided at the Formal Consultation stage: 650.00

1850.00 700.00

1800.00

750.00 Any emergency access points would be managed and 800.00

1750.00

850.00 900.00

950.00 1700.00

1000.00

1050.00

1100.00

1150.00

1200.00

1250.00

1300.00

1350.00

1400.00 1650.00

1450.00 1500.00 1550.00 1600.00 Sustainable modes of travel physically restricted for use by the emergency services for access to the site itself only. It is not envisaged that We are committed to encouraging travel to the site to be any physical changes will be required to either the undertaken by all modes, and we will actively be promoting carriageway or verges at the B581 Station Road Junction, Coventry Road travel by modes other than single occupancy private motor 0 50 100 P2 01-07-2019 Road names and locations added CJH SEB but a replacement rail bridge may be required. SCALE IN METRES P1 22-05-2019 First issue CJH SEB car. A key component of this is the preparation of a Travel Rev Date Description By Ckd Architect : Plan, which will identify targets and measures to achieve this, Route Management strategies - construction AJA ARCHITECTS including the promotion of walking and cycling, public and operational traffic transport, electric vehicles and car-sharing. Hydrock Consultants Ltd St Baldred's Hall 239 Ashley Road Hale, Cheshire To minimise the impact on local roads, route management WA15 9NE T +44 (0)161 233 0746 [email protected] www.hydrock.com strategies will be implemented to ensure that HGV traffic Client : uses the Strategic Road Netwrok.

Level Datum =81.000 Project Title: Proposed Levels 94.000 95.000 96.000 96.921 97.597 98.023 98.199 98.125 97.801 97.306 96.806 96.306 95.806 95.306 94.806 94.306 93.806 93.306 92.806 92.306 91.806 91.306 90.806 90.306 89.806 89.306 88.806 88.306 87.806 87.306 86.806 86.306 85.850 85.580 85.330 85.080 84.830 84.580 84.483 84.918 85.418 85.918 86.418 86.918 87.000 HINCKLEY NATIONAL RAIL FREIGHT INTERCHANGE Gradient 2.000 2.000 1.842 1.352 0.852 0.352 0.871 1.000 1.000 1.000 1.000 1.000 -0.148 -0.648 -0.990 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -1.000 -0.912 -0.542 -0.500 -0.500 -0.500 -0.500 -0.194

Existing Levels 94.000 94.382 95.347 97.000 98.493 99.712 98.000 96.896 96.000 95.011 94.000 93.000 92.000 92.237 93.000 93.000 92.321 92.926 91.441 90.701 89.588 88.379 88.000 89.000 88.000 88.000 88.246 88.239 87.936 87.027 85.895 85.197 85.301 85.000 83.000 82.720 84.300 85.000 86.487 87.067 87.000 87.000 100.028 101.282 101.231 Drawing Title: æ Horizontal A=72000.000 0.000 R=-720.000m A=72000.000 L=579.447m R=-720.000m 851.296 951.296 L=100.000m L=100.000m 1530.743 1630.743 2158.178 L=851.296m L=527.436m G=2.000 R=10000.000m R=3700.000m G=1.000 L=110.216m L=50.000m L=55.500m L=236.341m EASTERN BYPASS Vertical 0.000

110.216 410.216 L=1160.176m

L=300.000m 1570.393 1620.393 L=245.945m 1866.338 1921.838 2158.178 R=-10000.000m G=-1.000 G=-0.500 OPTION B

Chainage PLAN AND PROFILE

0.000 Overall Project Programme: 50.000 100.000 150.000 200.000 250.000 300.000 350.000 400.000 450.000 500.000 550.000 600.000 650.000 700.000 750.000 800.000 850.000 900.000 950.000 1000.000 1050.000 1100.000 1150.000 1200.000 1250.000 1300.000 1350.000 1400.000 1450.000 1500.000 1550.000 1600.000 1650.000 1700.000 1750.000 1800.000 1850.000 1900.000 1950.000 2000.000 2050.000 2100.000 2150.000 2158.178

Drawing Status: PRELIMINARY Summer/Autumn 2019 - Ongoing Highways Hydrock Job No: C07700 Modelling and Environmental Assessment Drawn Checked Scale @ A1 Date Issue Date CJH SEB 1:3500 22-05-2019 22-05-2019

Drawing Number: Revision: This drawing is the copyright of Hydrock Consultants Ltd 07700-HYD-XX-XX-SK-D-0070 P2 Late 2019 - Formal Consultation

Summer 2020 - DCO Application submission and Acceptance Stage

Summer/Autumn 2020 - Pre-Examination

Winter 2020/Spring 2021 - Examination

Summer 2021 - Recommendation

Autumn 2021 - Decision

10 www.hinckleynrfi.co.uk Your Views Are Important

This stage of informal community consultation on the DCO application will run from

8 July to 6 September 2019

We will review all comments we receive and have regard to them as the plans for the HNRFI evolve.

Rd Earl Shilton M69 Ashby Barwell To Leicester

Stoke Elmesthorpe Rd A47 B4468 A47 Link B581 Stoney Rd Stanton Felixstowe to Nuneaton Railway Leicester Hinckley Site Stanton Lane To Tamworth Sapcote Rd Eastern Villages A5 B4469 >ŝŶŬKƉƟŽŶ Sapcote Coventry Rd B590 B4666 M69 - J2 Hinckley ZĂŝů^ƚĂƟŽŶ Burbage Sharnford Rd Eastern Villages Rd Rugby Aston>ŝŶŬKƉƟŽŶ Coventry Aston Lane Rd Flamville B4114

Sharnford

M69 - J1 B578 To Coventry A5 M69

For further technical information on the proposed development please Take Part in the refer to our offsite Highways Mitigation Background Paper that will be available on the project website consultation www.hinckleynrfi.co.uk.

Complete a feedback form: Fill out a feedback Call our Community Information Line on 0844 556 3002 form available today and leave it with our team (Mon-Fri, 9am-5.30pm) or return by post. Email our designated consultation email address at hinckleynrfi@lexcomm.co.uk Alternatively, complete the form Write to C/O Lexington Communications, online at www.hinckleynrfi.co.uk Third Floor, Queens House, Queen Street, Manchester, M2 5HT

11 www.hinckleynrfi.co.uk