Lane End, Northern Gateway, Flintshire

Imperial West

Transport Assessment

ational

Curtins Ref: 078461-CUR-00-XX-RP-TP-001-V01

Revision: V01

Issue Date: 15 March 2021 Intern Sophos

Client Name: Lane End Developments Construction Ltd

Curtins Consulting Limited 17-19 Whitworth Street West Manchester M1 5WG Tel: 0161 236 2394 Email: [email protected] www.curtins.com

CIVILS & STRUCTURES • TRANSPORT PLANNING • ENVIRONMENTAL • INFRASTRUCTURE • GEOTECHNICAL • CONSERVATION & HERITAGE • PRINCIPAL DESIGNER Birmingham • Bristol • Cambridge • Cardiff • Douglas • Dublin • Edinburgh • Glasgow • Kendal • Leeds • Liverpool • London • Manchester • Nottingham

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

Control Sheet

This report has been prepared for the sole benefit, use, and information for the client. The liability of Curtins with respect to the information contained in the report will not extend to any third party.

Author Signature Date

Fred Frempong BSc (Hons) MSc MCIHT 15 March 2021 Principal Transport Planner

Reviewed Signature Date

Aaron Tilley CMILT FCIHT 15 March 2021 Associate

Authorised Signature Date

Alex Vogt BSc (Hons) MSc FCIHT 15 March 2021 Director of Transport Planning

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

Table of Contents

1.0 Introduction ...... 4 1.1 Introduction ...... 4 1.2 Planning History ...... 4 1.3 Purpose and Scope of this Report ...... 5 1.4 Structure of the Report ...... 6 2.0 Existing Site Situation ...... 7 2.1 Site Location ...... 7 2.2 Existing Use ...... 8 2.3 Local Highway Network ...... 9 2.4 Highway Safety ...... 10 2.5 Planned Infrastructure ...... 12 3.0 Development Proposals ...... 14 3.1 Proposed Development ...... 14 3.2 Vehicular Access ...... 14 3.3 Pedestrian/ Cycle Access ...... 14 3.4 Parking ...... 15 4.0 Accessibility by Sustainable Modes of Transport ...... 16 4.1 Introduction ...... 16 4.2 Pedestrian Accessibility ...... 16 4.3 Accessibility by Cycle ...... 18 4.4 Public Transport Accessibility ...... 20 4.5 Summary ...... 24 5.0 Highway Impact Assessment ...... 25 5.1 Transport Planning History ...... 25 5.2 Trigger Points for Off-site highway Works ...... 28 5.3 Proposed Development Trip Generation ...... 33 5.4 Cumulative Development Impact ...... 33 6.0 Transport Planning Policy ...... 35 6.1 Introduction ...... 35 6.2 Planning Policy Wales (Edition 9) ...... 35 6.3 North Wales Joint Local Transport Plan 2015 ...... 36 6.4 The Deeside Local Plan ...... 37 7.0 Summary and Conclusion ...... 38 7.1 Summary ...... 38

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

7.2 Conclusion ...... 38

Tables

Table 2.1– Summary of Accident Records ...... 11 Table 3.1 –Flintshire County Council Parking Standards ...... 15 Table 4.1 – CIHT Recommended Walking Distances ...... 16 Table 4.2 –Bus Service Summary ...... 22 Table 5.1 – App Ref: 060411 Anticipated Trip Demand ...... 29 Table 5.2 – App Ref: 059514 Anticipated Trip Demand ...... 30 Table 5.3 – App Ref: 060222 Anticipated Trip Demand ...... 31 Table 5.4 – Cumulative Trip Demand ...... 31 Table 5.5 –Trip Generation ...... 33 Table 5.6 –Cumulative Traffic ...... 33

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

Plans

Drawings

Appendices

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

1.0 Introduction

1.1 Introduction

1.2 Planning History

PGNGL Site

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

1.3 Purpose and Scope of this Report

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

• A description of the highway network in the vicinity of the site; • A review of the accident record in the vicinity of the site (over the most recent five-year period); • A summary of the development proposals, including access, servicing and parking arrangements; • A summary of local and national transport planning policy; • A review of accessibility of the site by sustainable modes of travel; • Details of the calculated trip generation for the new proposed development at the site; • An assessment of the potential impact of the development traffic on local junctions; and • Details of any proposed measures to mitigate the impact of development traffic.

1.4 Structure of the Report

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

2.0 Existing Site Situation

2.1 Site Location

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Figure 2.1 - Site location in Regional Context.

2.2 Existing Use

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

2.3 Local Highway Network

Corus Access Road

Figure 2.2 – Proposed Corus Access Improvement

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

A494

2.4 Highway Safety

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

Figure 2.3 – Highway Safety Study Area

Junction/Link Slight Serious Fatal Totals Corus Access/B5411 Welsh Road 0 0 0 0 Farm Road/B5411 Welsh Road/Fox Drive 2 0 0 2 B5411 Welsh Road/Riverside Park 2 0 0 2 A494 4 0 0 4 Fox Drive 0 1 0 1 Totals 8 1 0 9 Table 2.1– Summary of Accident Records

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

2.5 Planned Infrastructure

Red Route

• Improve capacity, reliability and journey times; • Improve safety; • Improve connections for businesses; • Improve access between residential areas and places of employment; • Reduce carbon emissions along the road; and • Make more efficient use of the existing transport infrastructure.

Sustainable Transport Initiatives

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

• Introduce the new fleet of diesel multiple units (DMUs) to the North Wales Coast in 2022. • Reduce walk-up and season fares to, from and within North Wales by 10% to encourage travel. • Invest in Shotton Station and Wrexham General from April 2024, to enable North Wales Metro capability. • Create a true intercity experience on the North-South long-distance services, bringing 12 newly • refurbished Mark IV carriages to Wales. • Introduce two new Community Rail Partnerships on the North Wales Line and the Crewe to Hereford line. These will be supported by the recruitment of two new Community and Stakeholder Managers and 13 Community and Customer Ambassadors. • Provide ticket machines at more stations. • Introduce a ‘pay-as-you-go’ facility for users of our app from April 2021, finding the lowest available fares. • Delivering the North East Wales Metro by increasing frequency on the Wrexham-Bidston line to two trains per hour from December 2021, with fully refurbished metro trains. • Introducing a new one train per hour service from Chester to Liverpool Lime Street in May 2019. • Revising timetables in December 2022 to introduce a new Liverpool to Llandudno and Shrewsbury • service one train per hour and Liverpool to Cardiff (one train every two hours) plus direct services • between Manchester Airport and Bangor.

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

3.0 Development Proposals

3.1 Proposed Development

3.2 Vehicular Access

3.3 Pedestrian/ Cycle Access

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

3.4 Parking

Parking Standard Maximum

Car Parking 1 Bedroom house :1.5 car spaces per unit 2 Bedroom house and 3 Bedroom house: 2 car spaces per unit >3 Bedroom house: 3 car spaces per unit Flats: 1 car spaces per unit + 1 car space per 2 units for visitors Elderly person/retirement dwellings or flats: 1 car space per unit + 1 car space per 3 units for visitors

Cycle Parking No prescribed standard. However, secure and convenient communal cycle parking areas may be required in appropriate circumstances (e.g. higher density developments with limited, or no car parking.)

Table 3.1 –Flintshire County Council Parking Standards

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

4.0 Accessibility by Sustainable Modes of Transport

4.1 Introduction

• Pedestrian accessibility; • Cycle accessibility; and, • Public transport.

4.2 Pedestrian Accessibility

Town Centres Commuting/School/ Elsewhere/Local CIHT Classification (m) Sightseeing (m) Services (m)

Desirable 200 500 400 Acceptable 400 1,000 800 Preferred Maximum 800 2,000 1,200

Table 4.1 – CIHT Recommended Walking Distances

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Figure 4.1 – Walking catchment

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4.3 Accessibility by Cycle

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

Figure 4.2 – Cycle catchment

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

4.4 Public Transport Accessibility

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Figure 4.3 – Public transport catchment

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

Bus

Frequency Bus Journey Service Monday to Saturday Sunday Friday

5 Mold – Deeside – Ellesmere Port 60 mins 60 mins N/A

8 Mold – Sealand Manor 120mins 120mins N/A

D1 Connah’s Quay - Garden City-DIP 60mins 60 60

10/10A Flint – Connah’s Quay -Chester 30 mins 30 mins 60 mins

Table 4.2 –Bus Service Summary

Rail

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

Figure 4.4 – Proposed new rail stations. Source: Deeside Local Plan

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

4.5 Summary

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

5.0 Highway Impact Assessment

5.1 Transport Planning History

Curtins Transport Assessment

• B2/B8 – Industrial/Warehousing 120,000sqm • B1a – Office 3,300sqm • B1c – Light Industrial 7,400sqm • C1 – Hotel 3,000sqm • A1 – Local Retail 2,500sqm • C2/D1 – Training & Skills Centre 4.000sqm • C3 – Residential 600 dwellings

5.1.4 It was agreed with Highway Officers at FCC and the Welsh Government (WG) that the following junctions would be considered as part of a detailed traffic impact assessment;

• A548 Shotwick Road/Parkway (roundabout); • DIP Interchange (grade separated roundabout); • Drome Corner eastern dumb-bell (roundabout); • Drome Corner western dumb-bell (roundabout); • Sealand Avenue/B5441 Welsh Road (priority); • Farm Road/B5441 Welsh Road (priority); • Corus Access/B5441 Welsh Road (priority); • Chester Road/B5441 Welsh Road/ASDA Access (signals); • A550/A494 (grade separated roundabout). • Evans Way/Chester Road East (signals); • Chester Road East/Ketland Close/Shotton Lane (signals); • High Street/Wepre Drive (signals); and

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

• Welsh Road/Parkgate Road (signals).

• A1 – Retail 4,646sqm • B1 – Office 7,544sqm • B2 – Industrial 10,959sqm • B8 – Warehousing 205,000sqm • Sui Generis 7,778sqm • C3 – Residential 725 dwellings

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

Vectos Transport Assessment

5.1.17 Vectos prepared a Transport Assessment on behalf of Praxis in support of the Former RAF Sealand Site, Deeside in January 2012.

5.1.18 The anticipated highway impacts of the development were assessed using a Paramics model which tested the network during the morning and evening peak periods.

5.1.19 The development scenarios modelled include the RAF Sealand (South) Camp Site and the full illustrative Masterplan site.

5.1.20 The model has enabled identification of potential stress points on the highway network, for which the following potential mitigation measures were identified:

• Welsh Road main spine road access priority junction, designed to prevent right turn out for traffic apart from buses; • A548 Shotwick Road/Parkway roundabout partial signalisation; • A550/A548 Shotwick Road grade separated roundabout interchange partial signalisation; • A550/Welsh Road/ Sealand Road/Drome West roundabout partial signalisation; • A550/A494/Chester Road grade separated roundabout junction partial signalisation and alteration to the northbound approach to the Station Road signal junction with Chester Road West; and • A550 southbound changes to mainline merge and southbound merge at Drome Interchange to reduce conflicts.

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

5.1.21 The Vectos TA concluded that there are no overriding transport reasons that would prevent the grant of consent for the proposed development on the RAF Sealand (South) Camp Site and that transport stakeholders should see this development in a positive light given its suitable transport credentials.

5.2 Trigger Points for Off-site highway Works

Mitigation 1

• Installation of part-time traffic signals on the A494 northbound off slip at the Drome interchange with the A548 (the scheme shall include details of timing, priorities and queue detection) plus the widening to two lanes of the A494 northbound off slip at the Drome interchange with the A548; • The reconfiguration of the existing merge arrangement on the southbound carriageway of the A494 between the Drome interchange and the River Dee. Mitigation 2

• Installation of traffic signals on the A494 northbound and southbound off slips at the Deeside Industrial Park interchange with the A548 (the scheme shall include details of timing, priorities and queue detection); • A548 Shotwick Road/Parkway Roundabout junction improvement.

• AM Peak – 97 arrivals, 155 departures (rounded to 250 two-way trips); • PM Peak – 173 arrivals, 139 departures (rounded to 300 two-way trips).

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

• AM Peak – 191 arrivals, 309 departures (rounded to 500 two-way trips); • PM Peak – 309 arrivals, 248 departures (rounded to 550 two-way trips).

App Ref: 060411 - Submitted September 2019

“Application for approval of reserved matters following outline approval (056540) for the erection of 129 no. dwellings.”

Arrivals Departures Two-way AM Peak Hour 18 56 74 PM Peak Hour 47 26 73 Table 5.1 – App Ref: 060411 Anticipated Trip Demand

App Ref: 059514 - Submitted February 2019

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

Arrivals Departures Two-way

AM Peak Hour 47 136 183

PM Peak Hour 108 63 171

Table 5.2 – App Ref: 059514 Anticipated Trip Demand

App Ref: 060222 - Submitted September 2019

“Application for the approval of reserved matters of access, appearance, landscaping, layout and scale for the erection of a warehouse (Use Class B8) with ancillary office accommodation (Use Class B1), associated car parking, van storage, cycle parking, pedestrian and vehicular access arrangements, landscaping and infrastructure works”.

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

Arrivals Departures Two-way

AM Peak Hour - - 237

PM Peak Hour - - 311

Table 5.3 – App Ref: 060222 Anticipated Trip Demand

Two-way Trips

AM Peak Hour PM Peak Hour

Residential Development – 283 Dwellings (App Ref: 059514) 183 171

B1/B8 Development (App Ref: 060222) 237 311

Cumulative 420 482

Table 5.4 – Cumulative Trip Demand

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

• The reconfiguration of the existing merge arrangement on the southbound carriageway of the A494 between the Drome interchange and the River Dee.

App Ref: 060899 - Submitted January 2020

• Installation of part-time traffic signals on the A494 northbound off slip at the Drome interchange with theA548 (the scheme shall include details of timing, priorities and queue detection) plus the widening to two lanes of the A494 northbound off slip at the Drome interchange with the A548; • The reconfiguration of the existing merge arrangement on the southbound carriageway of the A494 between the Drome interchange and the River Dee; • Installation of traffic signals on the A494 northbound and southbound off slips at the Deeside Industrial Park interchange with the A548.

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

5.3 Proposed Development Trip Generation

AM Peak PM Peak

Arrival Depart Two-Way Arrival Depart Two-Way Trip Rates 0.143 0.441 0.584 0.375 0.204 0.579 Trips 14 44 58 38 20 58

Table 5.5 –Trip Generation

5.4 Cumulative Development Impact

Two-way Trips

AM Peak Hour PM Peak Hour

Residential Development – 283 Dwellings (App Ref: 059514) 183 171

B1/B8 Development (App Ref: 060222) 237 311

Residential Development -126 Dwellings App Ref: 060411 74 73

Proposed Development -126 Dwellings 58 58

Cumulative 552 613 Table 5.6 –Cumulative Traffic

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

6.0 Transport Planning Policy

6.1 Introduction

6.2 Planning Policy Wales (Edition 9)

PPW Chapter 8: Transport

“…encouraging a more effective and efficient transport system, with greater use of the more sustainable and healthy forms of travel, and minimising the need to travel.”

• “Reducing the need to travel, especially by private car, by locating development where there is good access by public transport, walking and cycling; • Locating development near other related uses to encourage multi-purpose trips and reduce the length of journeys; • Improving accessibility by walking, cycling and public transport; • Ensuring that transport is accessible to all, taking into account the needs of disabled and other less mobile people; • Promoting walking and cycling; • Supporting the provision of high quality public transport; • Supporting traffic management measures; • Supporting sustainable travel options in rural areas; • Supporting necessary infrastructure improvements; and • Ensuring that, as far as possible, transport infrastructure does not contribute to land take, urban sprawl or neighbourhood severance.”

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

Planning Policy Wales, Technical Advice Note 18: Transport

6.3 North Wales Joint Local Transport Plan 2015

• The ability of the strategic road and rail corridors to provide the necessary good connectivity, for people and freight, within North Wales, to the ports and to the rest of the UK to support the economy and jobs, including tourism; • The lack of resilience of the road and rail networks to planned and unplanned events including extreme weather; • The need for good access to and between the three Enterprise Zones in North Wales; • The lack of viable and affordable alternatives to the car to access key employment sites and other services; and • The need for good road links to / from the trunk road network into the rural areas to help retain the viability of local businesses and support the Welsh language and culture.

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

6.4 The Deeside Local Plan

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

7.0 Summary and Conclusion

7.1 Summary

7.2 Conclusion

078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

Plans

Project: Status: NORTHERN GATEWAY PRELIMINARY Drg Title: LOCAL PLAN Drawn By: HD Checked By: FF Designed By: HD Date: 16/02/21 Office 51-55 Tithebarn Street Liverpool L2 2SB Telephone 0151 726 2000 Scale: NTS Email [email protected] Web https://www.curtins.com/ Project No: Originator: Volume: Level: Type: Role: Category / Number: Rev:

Civils & Structures • Transport Planning • Environmental • Infrastructure • Geotechnical • Conservation & Heritage • Principal Designer 078461 - CUR - 00 - XX - DR - TP - 06001 - P01 Birmingham • Bristol • Cambridge • Cardiff • Douglas • Dublin • Edinburgh • Glasgow • Kendal • Leeds • Liverpool • London • Manchester • Nottingham

Contains OS data © Crown copyright [and database right] (2020) \\lifs03\projects\- TP\078461 - Welsh Road- Deeside\Q4-Production\4A-Models-Drawings\TP\CAD\06\ Project: Status: NORTHERN GATEWAY PRELIMINARY Drg Title: REGIONAL PLAN Drawn By: HD Checked By: FF Designed By: HD Date: 16/02/21 Office 51-55 Tithebarn Street Liverpool L2 2SB Telephone 0151 726 2000 Scale: NTS Email [email protected] Web https://www.curtins.com/ Project No: Originator: Volume: Level: Type: Role: Category / Number: Rev:

Civils & Structures • Transport Planning • Environmental • Infrastructure • Geotechnical • Conservation & Heritage • Principal Designer 078461 - CUR - 00 - XX - DR - TP - 06002 - P01 Birmingham • Bristol • Cambridge • Cardiff • Douglas • Dublin • Edinburgh • Glasgow • Kendal • Leeds • Liverpool • London • Manchester • Nottingham

INDICATIVE WALKING CATCHMENT Designed By: HD Date: 16/02/21 Office 51-55 Tithebarn Street Liverpool L2 2SB Telephone 0151 726 2000 Scale: NTS Email [email protected] Web https://www.curtins.com/ Project No: Originator: Volume: Level: Type: Role: Category / Number: Rev:

Civils & Structures • Transport Planning • Environmental • Infrastructure • Geotechnical • Conservation & Heritage • Principal Designer 078461 - CUR - 00 - XX - DR - TP - 06003 - P01 Birmingham • Bristol • Cambridge • Cardiff • Douglas • Dublin • Edinburgh • Glasgow • Kendal • Leeds • Liverpool • London • Manchester • Nottingham

INDICATIVE CYCLING CATCHMENT Designed By: HD Date: 16/02/21 Office 51-55 Tithebarn Street Liverpool L2 2SB Telephone 0151 726 2000 Scale: NTS Email [email protected] Web https://www.curtins.com/ Project No: Originator: Volume: Level: Type: Role: Category / Number: Rev:

Civils & Structures • Transport Planning • Environmental • Infrastructure • Geotechnical • Conservation & Heritage • Principal Designer 078461 - CUR - 00 - XX - DR - TP - 06004 - P01 Birmingham • Bristol • Cambridge • Cardiff • Douglas • Dublin • Edinburgh • Glasgow • Kendal • Leeds • Liverpool • London • Manchester • Nottingham

INDICATIVE PT CATCHMENT Designed By: HD Date: 16/02/21 Office 51-55 Tithebarn Street Liverpool L2 2SB Telephone 0151 726 2000 Scale: NTS Email [email protected] Web https://www.curtins.com/ Project No: Originator: Volume: Level: Type: Role: Category / Number: Rev:

Civils & Structures • Transport Planning • Environmental • Infrastructure • Geotechnical • Conservation & Heritage • Principal Designer 078461 - CUR - 00 - XX - DR - TP - 06005 - P01 Birmingham • Bristol • Cambridge • Cardiff • Douglas • Dublin • Edinburgh • Glasgow • Kendal • Leeds • Liverpool • London • Manchester • Nottingham

Contains OS data © Crown copyright [and database right] (2020) \\lifs03\projects\- TP\078461 - Welsh Road- Deeside\Q4-Production\4A-Models-Drawings\TP\CAD\06\ 078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

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5.0 5.0 Scale: Size: Drg Title: Project: Status: Birmingham • Bristol Cambridge Cardiff Douglas Dublin Edinburgh Glasgow Kendal Leeds Liverpool London Manchester Nottingham 1. Rev: 3. 5. THE CONTENT OF THIS DRAWING IS FOR INDICATIVE INFORMATION ONLY 2. 4. 78461 Project No: KEY: Civils & Structures • Transport Planning Environmental Infrastructure Geotechnical Conservation Heritage Principal Designer A1 FOR GENERAL NOTES REFER TO DRAWING. ERRORS ON DRAWINGS SHALL BE BROUGHT TO THE ENGINEERS 1:500 AND NOT SUITABLE FOR CONSTRUCTION PURPOSES DO NOT SCALE THIS DRAWING. ANY AMBIGUITIES, OMISSIONS AND CHECKED / VERIFIED ON SITE. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE. ATTENTION IMMEDIATELY. ALL DIMENSIONS MUST BE ARCHITECTS AND ENGINEERS DRAWINGS SPECIFICATIONS. LANE END - NORTHERN GATEWAY 2.40 x 43.00m www.curtins.com [email protected] 0161 236 2394 Merchant Exchange, 17-19 Whitworth Street West, Manchester, M1 5WG - Originator: CUR Date: 23/02/21 VISIBILITY SPLAYS - PROPOSED VISIBILITY SPLAYS (30mph) Volume: 00 GENERAL NOTES: PRELIMINARY Description: - DEESIDE Drawn By: XX Level: DD - DR Type: - Designed By: TP Role: - DD Category / Number: 75001 Date: Checked By: By: - FF P01 Rev: Chkd:

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5.0

4.5

5.0 5.0 5.0

4.5

5.0 storage 5.0 tall appliance

space 5.0 appliance tall tall appliance

space storage storage space

fridge oven /hob

5.0 oven oven 4.5 /hob /hob

fridge fridge

W4 5.183

5.0 5.0

5.0

5.0 5.0

Phoenix 2 Duo (P2-15W with Elite 6x4 chassis)

5.0

5.0 5.0 fridge

5.0

/hob

oven

space storage storage space

tall tall appliance appliance 5.0 5.0

5.0 5.0 Scale: Size: Drg Title: Project: Status: Birmingham • Bristol Cambridge Cardiff Douglas Dublin Edinburgh Glasgow Kendal Leeds Liverpool London Manchester Nottingham 1. Rev: P02 3. 2. 5. THE CONTENT OF THIS DRAWING IS FOR INDICATIVE INFORMATION ONLY 4. 78461 Project No: VEHICLE PROFILE: Civils & Structures • Transport Planning Environmental Infrastructure Geotechnical Conservation Heritage Principal Designer A1 FOR GENERAL NOTES REFER TO DRAWING. ERRORS ON DRAWINGS SHALL BE BROUGHT TO THE ENGINEERS DO NOT SCALE THIS DRAWING. ANY AMBIGUITIES, OMISSIONS AND 1:500 AND NOT SUITABLE FOR CONSTRUCTION PURPOSES CHECKED / VERIFIED ON SITE. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE. ATTENTION IMMEDIATELY. ALL DIMENSIONS MUST BE ARCHITECTS AND ENGINEERS DRAWINGS SPECIFICATIONS. Planning issue LANE END - NORTHERN GATEWAY Kerb to Turning Radius Lock to lock time Track Width Min Body Ground Clearance Overall Body Height Overall Width Overall Length Phoenix 2 Duo (P2-15W with Elite 6x4 chassis) 1.67 www.curtins.com [email protected] 0161 236 2394 Merchant Exchange, 17-19 Whitworth Street West, Manchester, M1 5WG - Originator: CUR Date: 11.2m REFUSE VEHICLE SWEPT PATH ANALYSIS 4.815 23/02/21 11.2 - 1.385 Volume: FOR PLANNING 00 GENERAL NOTES: Description: - DEESIDE Drawn By: XX Level: DD - DR 9.500m 4.00s 2.500m 0.304m 3.751m 2.530m 11.200m Type: - Designed By: TP Role: - DD Category / Number: 15/03/21 05001 Date: Checked By: DD By: - FF P02 Rev: Chkd: FF

\\mafs02\Projects\078001 - 079000\078461 - Lane End, Nothern Gateway, Deeside\Q4-Production\4A-Models-Drawings\TP\CAD\05\ 078461-CUR-00-XX-RP-TP-001-V01 Lane End, Northern Gateway, Flintshire Transport Assessment

Appendix A – Indicative Site Layout

Lane End Design Consultancy take no responsibility for any dimensions obtained by scaling from this drawing, unless the drawing is printed to the correct scale annotated on the scale bar. If no dimension is shown the recipient must ascertain the dimension specifically from the Contract Administrator or by site measurement. Supplying this drawing in digital form is solely for convenience and no reliance may be placed on digital data. All data must be checked against hard 13 copy. Dimensions must be checked on site. Any discrepancies must be reported to the Contract 94 Administrator immediately. This drawing is copyright of Lane End Design Consultancy.

LEGEND 100no DWELLINGS 12 2 2

5.078 Total area of dwellings = 8,223.5m / 88,518ft 2 TYPE A - 3 Bed / 5 Person Houses @ 94.0m2 82 1 PHASE 1 = 23no (2162m2) PHASE 2 = 9no (846m2)

3B / 5P HOUSE 94.0m2

2 4.5 4.5 TYPE B - 2 Bed / 4 Person Houses @ 75.0m PHASE 1 = 7no (525m2) PHASE 2 = 3no (225m2) 2B / 4P HOUSE 75.m2 56-57 2 LEAP 80 TYPE C - 2 Bed / 4 Person Houses @ 83.3m J 58-59 2 400m2 Local PHASE 1 = 8no (666.4m ) 54-55 PHASE 2 = 13no (1082.9m2) Equipped Area J 2B / 4P HOUSE 83.3m2 PHASE 2 H for Play 60 PHASE 1 52-53 H (O/A POS = 0.075ha) B 61 NH TYPE D - 4 Bed / 6 Person Houses @ 111.9m2 B 62 2 NH 63 PHASE 1 = 4no (447.6m ) 51 PHASE 2 = 2no (223.8m2) 4B / 6P HOUSE 111.9m2 (3 storey) 50 A Private C A NH Drive C 64 NH 65

TYPE E - 3 Bed / 5 Person Houses @ 85m2 Private 4.5 47 C PHASE 1 = none in phase

A Drive PHASE 2 = 2no (170m2) 4.5 66 2 C 3B / 5P HOUSE 85m 67 4.5 A48 C

2 4.5 C 68 TYPE F - 2 Bed / 3 Person Bungalow @ 80.0m 69 (disabled user)

2B / 3P BUNG 80.0m2 PHASE 1 = 2no (160m2)

C 4.5 PHASE 2 = none in phase 49 4.5 Private A C A Drive G Private 46 Drive TYPE G - 2 Bed / 3 Person Bungalow @ 58.0m2 97 PHASE 1 = 1no (58m2) A G 98 PHASE 2 = 2no (116m2) 38 45 2B /3P BUNG 58.0m2 B 4.5 A 39 Private Drive 87 44 A NH TYPE H - 2 Bed / 3 Person Apt @ 65.0m2 Grd fl 11 A NH 20.0m rufuse veh. NH C D 5.127 C A TYPE H - 2 Bed / 3 Person Apt @ 70.3m2 1st fl. 43 max.reverse distance A 88 70 PHASE 1 = 2no @ grd & 2no @ 1st (270.6m2) SLOW 40 A 2 NH 99 2 PHASE 2 = 7no @ grd & 7no @ 1st (947.1m) A 35 D 2B / 3P APT 65.0m (grd) C 2B / 3P APT 70.3m2 (1st) 100 71 41 34 H

SLOW existing 1.2m high Estate style fence to private drive to corner of PlotA 38 36 Manhole 5.0 33 A C TYPE J - 1 Bed / 2 Person Apt @ 51.2m2 Grd fl assumed line of existingPrivate 300mm∅ Drive rising main 95-96 H G TYPE J - 1 Bed / 2 Person Apt @ 56.5m2 1st fl. F NH 32 86 72 PHASE 1 = none in phase 1 42 93-94 C 2 1B / 2P APT 51.2m2 (grd) 2 PHASE 2 = 3no @ grd & 3no @ 1st (323.1m) A C J C NH 1B / 2P APT 56.5m (1st) 37 31 85 C 73 C 91-92 H 84 C 30 NH AREAS 29 89-90 A B 83 74 Total Site Area = 6.15 Acres

NH B 28 A NH 4.5 A NH 82 B 27 75 Approx Area of Road = 0.91 Acres

NH A NH 5.0 26 (including footpath) F C 76 6.0m easement 25 to rising main 3 NH SLOW A C Approx Area LEAP = 0.18 Acres 2 24 77 1 4 C A A B 23 Therefore Developable area = 5.06 Acres approx NH B 22 H LANDSCAPED STRIP NH 21 78-79 1.8m high wall5 A B NOTE NH B NH H NH = New Homes (21no dwellings)

5.0 19-20 80-81 H (NH Plots = 21-24 28-30 43-44 50-51 60-61 (by other) Private Drive PHASE 2 74-77 84-85 99-100) 1.2m high Estate style fence 17-18 A H PHASE 1 CA = Clwyd Alyn (79no dwellings)

A 8 9 5.0 assumed line of existing 300mm∅ rising main 7 A 10 A A

5.0 6 1.8m high wall11 A 5.0 Private Drive P11 4.98

12 13 A 14 5.0 D D 15 W4 1.2m high Estate style fence 5.183 D 16 A - 1st issue BW 28/01/2021 D Amendments I Date Project Private Drive 5.0 PROPOSED RESIDENTIAL assumed line of existing 300mm∅ rising main

DEVELOPMENT 5.0 NORTHERN GATEWAY

Title SITE PLAN (RE-PLAN)

5.0

Client

Drawn Scale Date BW 1:500 @ A1 28/01/2021 Design Consultancy

5.0 Unit 2 Station Court Stockport Road Thelwall Warrington

5.0 WA4 2GW t: 01925-907920 w: www.laneend.org m 0 5 10 15 20 25 30 35 40 45 50 SCALE Job No. Dwg No. Revision 1:500 10082 SK-01 A

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