Access Self Storage Gillette South

Access Self Storage

Gillette South

Construction Logistics Plan

April 2020

Contents

1 INTRODUCTION ...... 1

Overview ...... 1 Site Context ...... 2 Development Proposals ...... 3 Objectives ...... 3 CLP Structure ...... 4

2 CONTEXT, CONSIDERATIONS AND CHALLENGES ...... 5

Policy Context ...... 5 Location Context ...... 6 Considerations and Challenges ...... 9

3 CONSTRUCTION PROGRAMME AND METHODOLOGY ...... 10

Overview ...... 10 Site Arrangement ...... 10

4 VEHICLE ROUTING AND ACCESS ...... 13

Proposed Vehicle Routes ...... 13 Site Access ...... 13 Parking Suspensions ...... 14 Diversions ...... 14 Staff Travel...... 14

5 STRATEGIES TO REDUCE IMPACTS ...... 15

Measures Influencing Construction Vehicles and Deliveries ...... 16 Measures to Encourage Sustainable Freight ...... 16 Material Procurement Measures ...... 16 Operational / Management Measures ...... 17 Control of Noise, Dust and Vibrations ...... 18 Other Measures ...... 20

6 ESTIMATED VEHICLE MOVEMENTS...... 22

Number of Movements ...... 22 Vehicle Types ...... 23

7 IMPLEMENTING, MONITORING AND UPDATING ...... 25

Implementation ...... 25 Monitoring ...... 25 Updating ...... 25

Figures

Figure 1.1 - Site Location Plan Figure 3.1 - Estimated Construction Programme Figure 6.1 - Estimated Construction Vehicle Movements Figure 6.2 - Number and Vehicle Type by Phase Figure 6.3 - Hourly Arrival Profile

Appendices

Appendix A - Site Context Plan Appendix B - Existing Highway Arrangement Plan Appendix C - PTAL Report Appendix D - Site Arrangement Plans Appendix E - Vehicle Route Plan Appendix F - Swept Path Analysis

1 INTRODUCTION

Overview

1.1 TTP Consulting has been appointed to prepare a Construction Logistics Plan (CLP) in relation to the approved development (Ref: P/2018/4691) at 871 Great West Road (Gillette South) in the London Borough of Hounslow (LBH). The development comprises the construction of a commercial building that provides self storage space and flexible office accommodation.

1.2 Condition 8 of the planning permission states:

“No development shall take place, including any works of demolition, until a Construction Logistics Plan that conforms to current TfL guidance has been submitted to, and approved in writing by, the local planning authority. The approved Plan shall be adhered to throughout the construction period. The Plan shall include:

i. a site plan (showing the areas set out below)

ii. confirmation that a pre-start record of site conditions on the adjoining public highway will be undertaken with Hounslow Highways and a commitment to repair any damage caused by construction activity

iii. provision for the parking of vehicles of site operatives and visitors

iv. provisions for loading, unloading and storage of plant and materials within the site

v. details of access to the site, including means to control and manage access and egress of vehicles to and from the site for the duration of construction including phasing arrangements

vi. details of vehicle routeing from the site to the wider strategic road network

vii. the erection and maintenance of security hoarding including decorative displays and facilities for public viewing, where appropriate

viii. provision of wheel washing facilities at the site exit and a commitment to sweep adjacent roads when required and at the request of the council

ix. a scheme for recycling/disposing of waste resulting from demolition and construction works

x. measures to ensure the safety of all users of the public highway especially cyclists and pedestrians in the vicinity of the site and especially at the access

xi. commitment to liaise with other contractors in the vicinity of the site

to maximise the potential for consolidation and to minimise traffic impacts.

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xii. avoidance of peak hours for deliveries and details of a booking system to avoid vehicles waiting on the public highway

xiii. all necessary traffic orders and other permissions required to allow safe access to the site to be secured and implemented prior to commencement of construction

xiv. details of the construction programme and a schedule of traffic movements

xv. the use of operators that are members of TfL’s Freight Operator Recognition Scheme (FORS)

Reason: To ensure highway safety is maintained and preserved in accordance with Policy EC2 of the Local Plan.”

Site Context

1.3 The site is located to the south west of the junction of the A4 Great West Road with Syon Lane. The land in the vicinity of the site contains the Gillette Building and residential land to the north, Homebase to the east and Syon Lane Station to the south east. Residential land is located to the south and west, whilst an employment site borders the development to the west. The employment site has planning permission for a residential development part of the site, adjacent to Northumberland Avenue. A Tesco food store is located beyond residential land on the northern side of the Great West Road. A site location plan is provided at Figure 1 .1.

Figure 1.1 - Site Location Plan

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1.4 The site previously contained two office buildings, a petrol filling station and a garage, but is clear following demolition of the buildings. The site was last used for temporary car parking, this use has ceased.

Development Proposals

1.5 The development comprises a 12,683 sqm gross external area (GEA) building with 989 sqm GEA of B1 use class office floor space and 11,691 sqm GEA of B8 use class storage space. Office space will be located along the Syon Lane and Great West Road elevations of the site, whilst self-storage space will be located along the Great West Road frontage and towards the rear of the site. Vehicular access will be taken from Northumberland Avenue via a new access towards the south western extremity of the site. Pedestrian access will be taken from Syon Lane. The site would be managed and operated by Access Self Storage.

1.6 The construction works are anticipated to last approximately 16 months in total with completion by August 2021. The site is currently secured by a combination of existing site boundary wall, on Northumberland Avenue toward the western end of the site, and hoarding.

Objectives

1.7 This CLP provides details of the management of traffic during the construction period and a strategy to minimise the potential for disruption to local residents, businesses and other users of the adjacent highway network.

1.8 The contents of the CLP will be complied with unless otherwise agreed with the Council. The CLP is a live document that will be updated as necessary to include relevant information and address issues that may be identified as the project progresses. Any revisions made to the CLP document will be submitted to the Council for approval.

1.9 The overall objectives of this CLP are to:

• Lower emissions; • Enhance safety - Improved vehicle and road user safety; and • Reduce congestion - Reduced trips overall, especially in peak periods.

1.10 To support the realisation of this objective, several sub-objectives have been set and include:

• Encouraging construction workers to travel to the site by non-car modes; • Promote smarter operations that reduce the need for construction travel or that reduce or eliminate trips in peak periods; • Encouraging greater use of sustainable freight modes;

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• Encouraging the use of greener vehicles; • Communication of site delivery and servicing facilities to workers and suppliers; and • Managing the on-going development and delivery of the CLP with construction contractors.

CLP Structure

1.11 This CLP has been prepared by Peter Sturgeon of TTP Consulting (with input from Harmonix, the appointed contractor) and written in accordance with Transport for London’s Construction Logistics Plan Guidance document. TfL’s CLP tool has also been utilised to inform this document.

1.12 The remainder of this CLP is structured as follows:

• Section 2 – provides context, considerations and challenges associated with the construction of the site; • Section 3 – sets out the indicative construction programme and methodology; • Section 4 – details the vehicle routing and access for construction vehicles to and from the site; • Section 5 – includes a list of strategies that have been either committed, proposed or considered in relation to reducing the impacts of construction; • Section 6 – sets out the estimated vehicle movements associated with the construction project; and • Section 7 – includes measures to implement, monitor and update the CLP.

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2 CONTEXT, CONSIDERATIONS AND CHALLENGES

Policy Context

Traffic Management Act (2004)

2.1 Part 2 of the Traffic Management Act sets out the responsibility of local authorities to manage traffic networks within their geographical area of responsibility. This includes efficient use of the network and the requirement to take measures to avoid contributing to traffic congestion. Part 5 outlines the responsibility of local authorities in Greater London to manage the strategic route network. This includes TfL’s role to manage certain areas of the Greater London route network.

Draft New London Plan (Intend to Publish)

2.2 The Draft New London Plan states that Construction Logistics Plans will be required and should be developed in accordance with Transport for London guidance and in a way which reflects the scale and complexities of developments.

2.3 It also states that development proposals must consider the use of rail/water for the transportation of material and adopt construction site design standards that enable the use of safer, lower trucks with increased levels of direct vision on waste and landfill sites, tip sites, transfer stations and construction sites. Furthermore, during the construction phase of development, inclusive, and safe access for people walking or cycling should be prioritised and maintained at all times.

2.4 Construction Logistics Plans should be developed in line with TfL guidance and adopt the latest standards around safety and environmental performance of vehicles to ensure freight is safe, clean and efficient. To make the plans effective they should be monitored and managed throughout the construction and operational phases of the development.

2.5 To reduce the road danger associated with the construction of new development and enable the use of safer vehicles, appropriate schemes such as CLOCS (Construction Logistics and Community Safety) or equivalent and FORS (Fleet Operator Recognition Scheme) or equivalent should be utilised to plan for and monitor site conditions.

Transport for London Construction Logistics Planning Guidance

2.6 The TfL guidance document seeks to establish a standardised approach to preparing and assessing CLP type documents. It includes detail of technical requirements, planned measures that should be considered, implementation and monitoring and how the impact on the community should be addressed.

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2.7 The purpose of the Construction Logistics Plan guidance is to ensure that CLPs of high quality are implemented to minimise the impact of construction logistics on the road network. Well- planned construction logistics will reduce:

• Environmental impact: Lower vehicle emissions and noise levels;

• Road risk: Improving the safety of road users;

• Congestion: Reduced vehicle trips, particularly in peak periods; and

• Cost: Efficient working practices and reduced deliveries.

Construction Logistics and Community Safety (CLOCS)

2.8 The CLOCS primary mission is to ensure that all construction vehicle trips are undertaken safely. The key aims are as follows:

• Ensuring the safest construction vehicle journeys;

• zero collisions between construction vehicles and the community;

• improved air quality and reduced emissions;

• fewer vehicle journeys; and

• reduced reputational risk.

2.9 The CLOCS Standard is a national industry standard that sets out the requirements for key stakeholders associated with a construction project and establishes responsibilities for the client and principal contractor controlling the construction site as well as other operators of any road- going vehicles servicing that project.

Fleet Operator Recognition Scheme (FORS)

2.10 FORS is a voluntary accreditation scheme for fleet operators which aims to raise the level of quality within fleet operations, and to demonstrate which operators are achieving exemplary levels of best practice in safety, efficiency, and environmental protection.

Location Context

2.11 A context plan is provided at Appendix A to show the area surrounding the development site.

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Local Highway and Public Transport Network

Local Highway Network

2.12 The site is bound to the east by Syon Lane, to the north by Great West Road, to the south by Northumberland Avenue and to the west by an adjacent employment site, which has planning approval for redevelopment. There is no evidence to indicate that works to implement that scheme have started to date.

2.13 In the vicinity of the site the A4 Great West Road is a dual carriageway that is subject to a 40mph speed limit. The A4 forms a part of London’s strategic Road network. There are wide footways on both sides of the carriageway, each with a one-way segregated cycle lane. There is a break in the cycle route on the southern side of the carriageway as it passes the development site, where pedestrians and cyclists share the same space.

2.14 To the east, Great West Road provides access to the M4 and Brentford. The A4 connects Bristol and Westminster and is an important route into central London. The M4 motorway, which runs between South Wales and London, follows the alignment of the A4 from a flyover approximately 1.4 kilometres to the east of the site, from where it runs above the A4 until ending some 2.2 kilometres further east.

2.15 To the west of the site, Great West Road provides access to Osterley and Lampton and leads to Great South West Road, which provides access to Hatton Cross Station and Heathrow Airport.

2.16 At the signalised junction with Syon Lane, Great West Road widens to provide right turn lanes into Syon Lane. Syon Lane is a two way, single carriageway road that leads to the A315 London Road to the south, whilst to the north, it provides access to a Tesco food store before terminating at a roundabout junction with Windmill Lane and Jersey Road. On the approaches to the junction with the Great West Road, it widens to provide additional lanes for turning traffic.

2.17 Northumberland Avenue is also a two lane single carriageway road that provides access to residential areas to the south west of the site. On street parking bays are provided on both sides of the street in the vicinity of the site. Northumberland Avenue meets Syon Lane at a priority junction at the eastern corner of the site. Keep clear markings are provided on the north westbound carriageway of Syon Lane at the junction to enable traffic turning right into Northumberland Avenue to turn without being obstructed by traffic queuing at the signals at the Syon Lane/Great West Road junction.

2.18 There are a number of existing crossovers to the site on Great West Road, Syon Lane and Northumberland Avenue. The site was most recently in use as a temporary car park. At that

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time, vehicles entered the site via the access on Northumberland Avenue and exited onto Great West Road.

2.19 Vehicular access into the site during construction will be taken via the existing crossover from Northumberland Avenue. Access to the site will be controlled by qualified banksmen in order to manage any potential for conflict between construction vehicles and pedestrians, cyclists or other vehicles.

2.20 A plan showing the existing highway arrangement in the vicinity of the site is included at Appendix B.

Walking and Cycling Network

2.21 The site is well connected to the main pedestrian and cycle routes that serve public transport facilities and local amenities.

2.22 There are footways alongside roads in the vicinity of the site. An at-grade signalised pedestrian crossing is provided over the western arm of Great West Road, close to its junction with Syon Lane. A signalised pedestrian crossing is provided on Syon Lane adjacent to the access to the Homebase car park.

2.23 There is also a subway under Great West Road on the eastern arm of its junction with Syon Lane. It is lit and has both ramped and stepped access at each end.

2.24 There are off-carriageway segregated cycle paths on both sides of the Great West Road. These form part of the London Cycle Network Route 44, which operates between the western end of Great West Road and Hyde Park Corner. This also allows connections to the wider London Cycle Network. Through the junction of Great West Road with Syon Lane, cyclists must join the carriageway. The west bound cycle path is not segregated along the frontage of the development site and crosses.

2.25 Northumberland Avenue and Hexham Gardens to the south of the site are quieter roads as recommended by other cyclists in the TfL Local Cycling Guide. Hexham Gardens provides step free access to the Central London bound platform of Syon Lane station.

2.26 There are Sheffield stands located adjacent to the parade of shops on the west side of Syon Lane to the north of the Great West Road and sheltered cycle parking, covered by CCTV, on platforms 1 and 2 at Syon Lane station providing parking for 30 cycles.

Public Transport Network

2.27 Public Transport Accessibility Levels (PTAL) provide a guide to the relative accessibility of a site. PTAL scores range from 1 to 6b, where 6b is the highest score and 1 is the lowest. The TfL

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PTAL calculator indicates a PTAL of 2 when measured from the centre of the application site, although it is noted that the PTAL increases to a 3 to the immediate south east of the site, on the approach to Syon Lane Station. A copy of the PTAL report is included at Appendix C.

2.28 There is no public transport infrastructure in the immediate vicinity of the site and there are no proposals to amend or divert existing public transport routes as part of the construction works.

Considerations and Challenges

2.29 The key challenges associated with the construction of this site are in relation to vehicular access, traffic flow and pedestrian/cyclist activity. As such, vehicle activity will need to be strictly managed, deliveries and collections scheduled to avoid peak hours and traffic management measures and qualified banksmen used to minimise any potential conflict between construction traffic pedestrians, cyclists and other road users.

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3 CONSTRUCTION PROGRAMME AND METHODOLOGY

Overview

3.1 The proposed construction works are anticipated to last 16 months in total and be completed by August 2021. A summary table and programme generated by the TfL CLP tool is provided at Figure 3.1 .

Figure 3.1: Indicative Construction Programme Construction programme

Site setup and demolition

Basement excavation and piling

Sub-structure

Super-structure

Cladding

Fit-out, testing and commissioning

Construction stage Start End

Site setup and demolition Apr-2020 May-2020 Basement excavation and piling May-2020 Aug-2020 Sub-structure Jul-2020 Oct-2020 Super-structure Sep-2020 Oct-2020 Cladding Oct-2020 Jan-2021 Fit-out, testing and commissioning Jan-2021 Aug-2021

Site Arrangement

3.2 The existing boundary wall and hoarding will be retained to secure the site during the majority of the programme. The hoarding will be repainted and any repair work carried out as necessary including the provision of a pedestrian access point. Towards the end of the programme, when the new site boundary treatment will be installed, it will be necessary to erect a solid Heras

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fence on the footway whilst the existing boundary wall is demolished and the new fence erected. These works will be carried out as quickly as possible. The contractor will apply to the Council for the necessary licences when these works take place.

3.3 Construction vehicles will use the existing site access on Northumberland Avenue, which will need to be widened to accommodate construction traffic. The contractor will enter into the necessary agreement/obtain a license from Hounslow Highways to implement these temporary works. Welfare facilities, storage areas for plant and materials and areas for vehicles to manoeuvre and unload will be provided within the site compound. All vehicles will be inspected prior to leaving to ensure that vehicles are free from loose debris. All vehicles would be scheduled and booked in advance with a log of arrivals and departures kept on site.

3.4 The site layout will reflect the works being carried out on site at the time. Phase 1 will broadly comprise site set-up and demolition, basement and piling and substructure works. During Phase 1, the majority of large construction vehicles will access the site and these be able to turn and wait within the main construction area, i.e the footprint of the new building. The exact location within the construction area to accommodate this activity will move as work progresses around the site.

3.5 During Phase 2, works to the superstructure will take place, the building will be clad and then fitted out. Vehicle movements during this phase will be less frequent and generally be accommodated on a tarmac area within what will become the service yard of the self-storage building. When large vehicles need to access the site, an area designated for overflow contractor parking will be kept clear and contractors only permitted to park in the main site parking area.

3.6 A plan showing the site arrangement during both phases is included at Appendix D.

3.7 All non-road mobile machinery (NRMM) will comply with the emission standards specified in the Mayor of London’s Control of Dust and Emissions during Construction and Demolition SPG. All NRMM will meet minimum emission criteria and be registered accordingly. Records will also be kept on site including these relevant details. Examples of NRMM that will be used on site include, but are not limited to:

• Access platforms;

• Piling rigs;

• Compressors;

• Generators;

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• Mobile cranes;

• Concrete pumps; and

• Telehandlers.

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4 VEHICLE ROUTING AND ACCESS

Proposed Vehicle Routes

4.1 A plan highlighting the proposed vehicle routes to and from the strategic road network is included at Appendix E. The contractor will undertake a pre-start record of site conditions on the adjacent highway network and with Hounslow Highways prior to works starting on site and commits to repairing any damage caused by construction activity.

4.2 All construction vehicles will turn right into Northumberland Avenue from Syon Lane having travelled via the A4 Great West Road. Vehicles departing the site will return directly back to the A4 via Northumberland Avenue and Syon Lane.

4.3 All personnel responsible for delivering material to and / or transporting material away from the site will be advised of the proposed vehicular access route. In addition, a booking system will be implemented whereby all construction vehicles can be scheduled.

4.4 Vehicle arrivals / departures will be programmed and staggered to reduce the potential for unnecessary delay and congestion at the site. The scheduling of materials, deliveries and waste collection will be managed in order to avoid congestion at the site. Vehicles will be scheduled to take place between 09:30 and 15:00 unless by prior notification in exceptional circumstances. This flexibility is necessary to accommodate activities such as large concrete pours, which once started must continue to completion.

4.5 Suppliers will be given instructions asking the vehicle driver to call ahead to ensure that the site is ready to receive a vehicle.

4.6 Emergency access will be maintained at all times, with drivers of construction vehicles instructed to move immediately if necessary.

Site Access

4.7 All construction vehicles will load/unload on-site and off the public highway. Vehicles will utilise the existing access from Northumberland Avenue which will be controlled by qualified banksmen during working hours to ensure appropriate safety and traffic management measures are adhered to.

4.8 The existing vehicle accesses will provide a route for construction vehicles to enter and exit the site and allow vehicles will enter and exit the site in forward gear. This activity would be under banksmen control in order to manage any potential for conflict between construction vehicles and pedestrians, cyclists or other road users.

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4.9 Swept path analysis showing a 4 axle tipper lorry and articulated vehicle manoeuvring to, from and within the site during both phases are included at Appendix F. These are the largest vehicles that will need to access the site during construction works.

4.10 The site access will be fully secured with vehicle gates provided and temporary lighting. The gates and accesses will be regularly inspected and maintained as necessary with decorative displays and viewing apertures provided.

4.11 Each vehicle will be inspected prior to leaving and wheels washed to minimise the potential for loose debris falling onto the public highway. Vehicles will also be sheeted where possible.

4.12 Signage will be provided to alert pedestrians, cyclists and motorists of the construction works whilst temporary barriers and stop/go boards will be utilised if appropriate.

Parking Suspensions

4.13 The site layout plans attached at Appendix D show that it will be necessary to suspend approximately 7 metres of on street parking bays to provide space for large construction vehicles to access the site. It is noted that there is potential for one of the suspended bays to be relocated as shown on the layout plays. The contractor will apply to Hounslow’s Parking team for the necessary parking suspension.

Diversions

4.14 There are no proposed diversions to vehicle or cyclist routes during the construction programme. For a brief period towards the end of the construction programme, when the boundary wall toward the western end of Northumberland Avenue is demolished, it is proposed that pedestrians will be diverted onto the opposite footway. The contractor will apply to Hounslow’s Highway team for the temporary diversion.

4.15 Qualified banksmen will also be available at the site entrance/exit point to manage the interaction between construction traffic, pedestrians, cyclists and other road users. In addition, vehicle hours have been restricted to avoid peak periods other than in exceptional circumstances by prior arrangement.

Staff Travel

4.16 All site operatives and visitors will be encouraged to travel to and from the site by active modes or public transport.

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5 STRATEGIES TO REDUCE IMPACTS

5.1 The following Planned Measures have been considered to reduce the potential impact of construction works.

Table 5.1 - Planned Measures Checklist

Committed Proposed Considered

Measures influencing construction vehicles and deliveries Safety and environmental standards and X programmes Adherence to designated routes X

Delivery scheduling X

Re-timing for out of peak deliveries X

Re-timing for out of hours deliveries X Use of holding areas and vehicle call off X areas Use of logistics and consolidation centres X

Measures to encourage sustainable freight

Freight by water* X

Freight by rail* X

Material procurement measures

DfMA and off-site manufacture X

Re-use of material on-site X

Smart procurement X

Other Measures

Collaboration amongst other sites in the area X

Implement a staff travel plan X *If site, consolidation centre or holding areas are within 100m of foreshore of navigable water-way or rail freight siding

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Measures Influencing Construction Vehicles and Deliveries

5.2 All contractor and sub-contractor vehicles will seek to comply with FORS and CLOCS to ensure sufficient safety measures are implemented.

5.3 The proposed vehicles routes aim to provide the most direct approach between the site and the strategic road network. Details of the proposed route will be communicated to all suppliers when orders are placed with all drivers expected to follow the routes unless diversions are in place. Records will be kept if suppliers deviate from the route and warnings will be issued on a three strike basis.

5.4 A delivery management system will be implemented with vehicles given slots to arrive to ensure that there is sufficient capacity on site to accommodate the vehicle. All deliveries to the site will be made on a ‘Just in time’ basis. Vehicle movements will be scheduled and timed to avoid the morning and evening peak periods other than in exceptional circumstances by prior arrangement. As noted, the phasing of works ensures that the majority of large vehicles access the site when there is space within the footprint of the proposed building to accommodate waiting and turning. As such, there is no requirement for holding areas.

5.5 If drivers are unable to make the available time slot they will be expected to phone ahead to see if the site has capacity to still accommodate the vehicle. All deliveries would be booked in advance in order to allow the request to be reviewed.

Measures to Encourage Sustainable Freight

5.6 There are no planned measures to utilise the delivery or collection of freight by water or rail as this is not a practical option in this location.

5.7 Consideration has been given to whether there is any benefit is using a material consolidation centre, the nearest of which is located in Greenford, approximately 5 miles to the north, but given that the site is located immediately adjacent to strategic road network, the use of a consolidation centre would result in vehicles passing the site on route to the consolidation centre and another trip then taking place when materials are delivered to the site. Use of the centre would also result in trips on local roads which would be avoided by travelling directly to the site. It is also the case that many deliveries to a development of this scale would be full lorry loads that could not be consolidated onto other vehicles.

Material Procurement Measures

5.8 Material will be re-used on-site where possible to avoid unnecessary vehicle trips, for example the ground floor level is to be raised by 450mm using spoil and material already on site, this

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will reduce the amount of excavated material that needs to be removed from the site. Vibro compaction will be used in place of traditional piling, which will reduce arisings and the amount of muck away trips needed.

5.9 Suppliers from the local area will be made use of where possible. There are two concrete plants within a mile of the site and many suppliers locally that can be used for fit out during the latter stages of the project.

5.10 Roofing and cladding for the proposed building will be sourced as a combined package thereby consolidating the delivery of these items.

Operational / Management Measures

Project Manager 5.11 A Project Manager will be appointed and assume all responsibility for implementing the measures within the CLP. They will also seek to comply with all relevant legislation.

5.12 Harmonix Construction is the contractor for the site. Contact details are provided below and posted on the site.

Project Manager: Troy Hunter

Company: Harmonix Construction

Email: [email protected]

Telephone: 07939 509552

5.13 The contractor will be contactable during office hours. Information boards will be displayed on the site hoarding highlighting the key personnel on site including their contact details. A 24 hour emergency contact number will also be provided.

5.14 The Project Manager will liaise with local residents and the Project Managers for other construction activity in the local area when and where it is relevant to do so. They will act as a point of contact so that in the event of issues / concerns arising during the construction process, action can be taken as quickly as possible. Where possible, consideration will be given to the potential for consolidating deliveries with nearby sites

5.15 The Project Manager will keep a record of any comments or complaints and will ensure that they are resolved quickly.

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5.16 The Project Manager will be responsible for monitoring and reviewing this CLP on an ongoing basis to reflect the changing needs of the project and/or any changes to the local road network.

Considerate Constructors Scheme

5.17 The construction project will be registered with the Considerate Constructors Scheme in order to minimise any negative impact that construction activity may have on the local area.

5.18 Participation in the scheme ensures and commits the construction project and its workers to providing competent management, efficiency and awareness of environmental issues. In addition, appropriate monitoring will be undertaken to review practices and assess performance.

5.19 Membership of the scheme requires compliance with a code of practice and seeks to:

• Minimise any disturbance or negative impact (in terms of noise, dirt, and inconvenience) caused by construction sites to the immediate neighbours;

• Eradicate offensive behaviour and language; and

• Result in an improved understanding and respect from residents and others in the community and fewer complaints.

Hours of Operation 5.20 The proposed hours of operation will be between:

• Weekdays: 08:00–18:00; • Saturday: 08:00 – 14:00; and • Sunday & Bank Holiday: No activity unless agreed with the Council.

Control of Noise, Dust and Vibrations

5.21 A number of noise, dust and vibration measures will be implemented at the site to mitigate the potential environmental impacts associated with construction. Site activities will be controlled as far as is reasonably practicable so that surrounding receptors are protected from excessive levels arising from the construction process.

5.22 Offloading will be direct from vehicles onto the site and efforts will be made to minimise impact noise when unloading materials. Materials will not be stored on public footways or roads.

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5.23 Vehicles will be checked to ensure that wheels are clean and that vehicles are appropriately loaded and sheeted. All construction vehicles will be inspected prior to leaving the site with wheel washing facilities provided.

5.24 The Project Manager will ensure that the surrounding highway network is kept clear of any construction debris with regular inspections undertaken throughout the programme. In addition to manual sweeping a mechanised road sweeper that can attend site will be available on call.

5.25 The site hoarding will help to contain dust and construction noise. Water spray techniques will also be used to control dust associated with the construction process.

5.26 The contractor will aim to keep noise levels to a minimum. This will be carried out by:

• Drivers will be required to turn off engines when stationary;

• Undertaking works in a considerate and sensitive manner;

• Ensuring all plant is fitted with the correct and working exhaust mufflers and noise suppression kits;

• Changing where possible methods, equipment and processes to keep noise levels low;

• Position plant as far away from residential property as reasonably possible;

• Limit the hours worked on noisy operations; and

• Restricted hours of work for noisy operations.

5.27 Current standards are BS 5228-1:2009 Code of practice for noise and vibration control on construction and open sites – Part 1: Noise, and, BS 5228-2:2009 Code of practice for noise and vibration control on construction and open sites – Part 2: Vibration. These standards will be adhered to.

5.28 All non-road mobile machinery (NRMM) will comply with the emission standards specified in the Mayor of London’s Control of Dust and Emissions during Construction and Demolition SPG. In addition, there are a number of dust mitigation measures that will be implemented:

• Record all dust and air quality complaints, identify cause(s), take appropriate measures to reduce emissions in a timely manner and record the measures taken;

• Carry out regular site inspections to monitor compliance, record inspection results;

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• Fully enclose the site or specific operations where there is a high potential for dust production and the site is active for an extensive period;

• Remove materials that have a potential to produce dust from site as soon as possible, unless being re-used on site;

• Only use cutting, grinding or sawing equipment fitted or in conjunction with suitable dust suppression techniques such as water sprays or local extraction, e.g. suitable local exhaust ventilation systems;

• Ensure an adequate water supply on the site for effective dust/particulate matter suppression/mitigation, using non-potable water where possible and appropriate;

• Use enclosed chutes and conveyors and covered skips;

• Minimise drop heights from conveyors, loading shovels, hoppers and other loading or handling equipment and use fine water sprays on such equipment wherever appropriate; and

• Ensure equipment is readily available on site to clean any dry spillages and clean up spillages as soon as reasonably practicable after the event using wet cleaning methods.

Other Measures

Pedestrian and Cyclist Safety

5.29 Construction traffic poses a potential risk to pedestrian and cyclist safety. As such, vulnerable road users’ safety will be paramount. The use of Traffic Marshals during all periods of operation at the site will assist with pedestrian and cyclist safety. A pedestrian route be maintained along all site frontages other than when the existing boundary wall on Northumberland Avenue is demolished at the end of the programme. It is proposed that pedestrians be diverted onto the opposite footway on Northumberland Avenue takes place.

5.30 All contractors and suppliers will be required to achieve silver accreditation of FORS (Fleet Operator Recognition Scheme) where applicable and to be signatories of CLOCS (Standard for Construction Logistics: Managing Work Related Road Risk).

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Recycling

5.31 Where possible, segregation of recyclable and non-recyclable material will be employed for all waste generated throughout the construction process. Furthermore, material will be re-used on-site where feasible. The site is clear with no existing buildings to demolish, which reduces the amount of material to be removed from the site.

5.32 All waste materials will be deposited into containers held on site with each trade responsible for clearing their own waste. All site waste will be collected by a licensed waste carrier and will be taken to a registered waste transfer station for sorting and recycling and re-use.

Refuse Collections

5.33 The Project Manager will ensure that construction activities do not impede the movement of waste vehicles and refuse collections and seek to schedule vehicle movements to avoid collection times.

Staff Travel Plan

5.34 There is anticipated to be in the region of 20 - 25 construction workers on-site on average but this will increase to 40 - 50 during the latter phases of construction. Staff will be encouraged to travel to the site by public transport or active modes and provided with information on travel options. All staff on site will be advised that the site is located within a controlled parking area and as such, long stay parking on street in the vicinity of the site is not available. A Workplace Travel Plan Statement was submitted with the planning submission and a copy of this document will be made available to construction staff to ensure that they are aware of sustainable travel options.

Community Liaison

5.35 The contractor will post contact details on the site should anyone need to contact the site or make a complaint. A 24hr emergency number will also be made available. As such, contact can be made should any issues arise.

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6 ESTIMATED VEHICLE MOVEMENTS

Number of Movements

6.1 The phasing of works ensures that the majority of large vehicles access the site when there is space within the footprint of the proposed building to accommodate waiting and turning. Table 6.1 provides a summary of estimated construction vehicles during the proposed works.

Table 6.1 - Estimated Construction Vehicles – Monthly and Daily No. of Peak no. of Construction Stage Period of stage trips trips (daily) (monthly) Site setup and demolition Apr – May 2020 30 1 Basement excavation and piling May - Jul 2020 300 14 Sub -structure Jul – Sept 2020 500 23 Super -structure Aug – Oct 2020 30 1 Cladding Sept – Dec 2020 37 2 Fit -out, testing and commissioning Jan – Aug 2021 41 2

6.2 The following charts have been prepared using the TfL CLP tool. They provide an estimate for the number of vehicle movements expected during the various phases of construction works. All vehicle movements will be managed by a booking system with the average dwell time for each vehicle likely to in the order of 30-60 minutes.

Figure 6.1 - Estimated Construction Vehicles – Monthly and Daily

Total number of vehicles through construction programme

700 30 Number of vehiclesper day 600 25 500 20 400 15 300 10 200 100 5 0 0 Number of vehicles month per vehicles of Number

Month beginning

Site setup and demolition Basement excavation and piling Sub-structure

Super-structure Cladding Fit-out, testing and commissioning

Average daily total

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Figure 6.2 - Number and Vehicle Type by Phase of Construction

Number of vehicles by types during peak of phase

600

500

400

300

200 Number of vehicles of Number 100

0 Site setup and Basement excavation Sub-structure Super-structure Cladding Fit-out, testing and demolition and piling commissioning

≤ 3.5t 3.5t - 7.5t ≥ 7.5t

Figure 6.3 - Hourly Arrival Profile of Vehicles during Peak

Number of vehicles in peak month (Jul-2020) Estimated minutes betweenvehicle arrivals 5 25

4 20

3 15

2 10

1 5 Number of vehicles hour per vehicles of Number 0 0 09:00 10:00 11:00 12:00 13:00 14:00 15:00

Site setup and demolition Basement excavation and piling Sub-structure Super-structure Cladding Fit-out, testing and commissioning Estimated minutes between vehicle arrivals

Vehicle Types

6.3 The construction process will involve a range of vehicles which will include the following:

• 10.2m in length 4 axle grab lorry;

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• 9.7m in length 4 axle concrete mixer;

• 9.1m in length 4 axle Hi-Ab;

• 10m in length 2 axle flat-bed lorry;

• 7.9m in length 2 axle skip lorry;

• 10.2m in length 4-axle large tipper lorry;

• Mobile Crane;

• Light Goods Vehicles including transit vans; and

• 16.5m low-loader for deliveries of large items.

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7 IMPLEMENTING, MONITORING AND UPDATING

Implementation

7.1 The Project Manager will be responsible for implementing the measures set out within this CLP. They will dedicate a set amount of time to ensure procedures are being followed and standards are being met. Copies of the document will also be made available for all workers and suppliers at the site to view.

Monitoring

7.2 Regular inspections will be carried out by the Project Manager to ensure compliance with the CLP. The Project Manager will also be responsible for keeping a record of all vehicle arrivals and departures as well as details of each vehicle, duration of stay and whether or not it arrived on time or. They will also record any complaints or accidents and details of how staff are travelling to the site.

Updating

7.3 The CLP will be a ‘live’ document and regularly reviewed and updated as necessary by the Project Manager. The Project Manager’s details will be available at all times to enable any issues or comments to be raised with the appropriate person and promptly dealt with.

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Appendix A

Key Transport for London Road Network Rail / Underground Station Current and Proposed Cycle Network Application Site Rail Network Site Context Plan Key Vehicle Route Site

Vehicle Route Plan

Appendix B

Rev Details Drawn Checked Date ......

S I T E N O T E S : 6.250m 1. Do not scale from this drawing. 2. This drawing to be read & printed in colour. 3. This drawing is for illustrative purposes only, and not for construction. 4. The internal layout has been provided by Collado Collins Architects (drawing No. N O R T H U M B E R L A N D A V E 09028/SK010), and TTP shall not be liable for any inaccuracies or deficiencies. Client

9.900m Project Gillette Corner 24.900m

Drawing Title

Existing Highway Arrangements

Scale 1:250 Size A3 Drawn DW 09.09.2016 H E X H A M G A R D E N S Checked PS 09.09.2016

111 - 113 Great Portland Street London W1W 6QQ Tel. No. 0207 1000 753 Drawing Number Rev 2016-2913-002 \\TTPCSERVER\PROJECTS\2016\2913 - GILLETTE CORNER\DRAWINGS\2016-2913-002 EXISTING HIGHWAY ARRANGEMENTS.DWG 127(7+(3523(57<2)7+,6'5$:,1*$1''(6,*1,69(67(',1773&2168/7,1*/7',70867127%(&23,('255(352'8&(',1$1<:$<:,7+2877+(,535,25:5,77(1&216(17 TTP Consulting. All rights reserved.

Appendix C

TRANSPORT FOR LONDON

PTAL output for 2011 (Base year) Map key - PTAL 2 0 (W orst) 1a 1b 2 27 Northumberland Ave, Isleworth TW7 5HZ, UK 3 4 5 6a Easting: 516250, Northing: 177303 6b (Best) Grid Cell: 64960 Map layers PTAL (cell size: 100m) Report generated: 18/11/2016

Calculation Parameters Day of Week M-F Time Period AM Peak Walk Speed 4.8 kph Bus Node Max. Walk Access Time (mins) 8 Bus Reliability Factor 2.0 LU Station Max. Walk Access Time (mins) 12 LU Reliability Factor 0.75 National Rail Station Max. Walk Access Time (mins) 12 National Rail Reliability Factor 0.75

Copyright TfL 2016 1 / 2 Calculation data Mode Stop Route Distance (metres) Frequency (vph) Walk Time (mins) SWT (mins) TAT (mins) EDF Weight AI Bus OSTERLEY GILLETTE H91 66.07 6 0.83 7 7.83 3.83 1 3.83 CORNER Bus SYON LANE STATION H28 204.56 3 2.56 12 14.56 2.06 0.5 1.03 Rail Syon Lane 'TWCKNHM-WATRLMN 277.7 0.33 3.47 91.66 95.13 0.32 0.5 0.16 2R03' Rail Syon Lane 'WATRLMN-WATRLMN 2R09' 277.7 2 3.47 15.75 19.22 1.56 1 1.56 Rail Syon Lane 'STAINES-WATRLMN 2S10' 277.7 0.33 3.47 91.66 95.13 0.32 0.5 0.16 Rail Syon Lane 'WEYBDGB-WATRLMN 2S12' 277.7 1.67 3.47 18.71 22.19 1.35 0.5 0.68 Rail Syon Lane 'WATRLMN-WEYBDGB 2S13' 277.7 2 3.47 15.75 19.22 1.56 0.5 0.78 Rail Syon Lane 'WATRLMN-HOUNSLW 2S91' 277.7 0.33 3.47 91.66 95.13 0.32 0.5 0.16 Total Grid Cell AI: 8.36

Appendix D

Rev Details Drawn Checked Date

pc A Visibility splays and site DW PS 24.04.2020 GREAT WEST ROAD (A4) 177350mN g gate added. block drops paving tactile paving PHASE 1: tarmac dropped kerbs SYON LANE

g block paving x SITE SET UP AND DEMOLITION

kerb paved footpath drain concrete x BASEMENT AND PILING 2.5m high hoarding g pc block paving x SUBSTRUCTURES tactile paving paved footpath railings

tactile paving block paving

paved footpath kerb tactile paving hardstanding g 2.5m high hoarding

tactile paving railings tarmac tarmac footpath N O T E S :

dropped kerbs tactile paving 2.5m high hoarding paved footpath tactile paving concrete g

tactile paving g gates 1. Do not scale from this drawing. tarmac cycleway paved footpath

pc 2. This drawing to be read & printed in colour. grass 2.5m high hoarding dropped kerbs paved footpath tarmac CONSTRUCTION AREA drain SYON LANE 3. This drawing is for illustrative purposes ramp conc. 2.5m high hoarding PLANT / MATERIALS WILL BE gates only, and not for construction. pc 0.5m high brick wall g MOVED AROUND TO SUIT tarmac footpath 177325mN 2.5m high hoarding hardstanding 2.5m high hoarding K E Y : CONSTRUCTION AND RETAIN hardstanding

SPACE FOR VEHICLES TO TURN SVP SITE HOARDING hardstanding

RWP SVP SVP 2.8m high brick wall SVP SITE CABINS tarmac footpath temporary site office

pc concrete railings

14 paved footpath 24 MAIN SITE PARKING concrete low wall 2.8m high brick wall paved footpath grass verge

15 25

16 wpf OVERFLOW SITE PARKING

NORTHUMBERLAND AVENUE 1 17 tarmac footpath 2.5m high hoarding tarmac 3.0m high holly hedge RWP 1.7m high brick wall RWP TEMP. TARMAC AREA TO 2 ramp 18 ALLOW FOR CLEAN

3 ramp

paved footpath 4 LOADING AND WASH-DOWN hoarding concrete 1.1m high brick wall

23 177300mN paved footpath 5 25m X 2.4m VISIBILITY5.0m hardstanding RELOCATED SUB-STATION pc No. 20 6 22 3.0m high holly hedge ADINI remains scf (factory)

21 7 pc No. 19 EXISTING VEH. ACCESS

20 8

remains scf

19 hoarding

RWP 9 tarmac 1.8m high spwmf paved footpath TEMP. ACCESS WIDENING concrete 10

3.0m high brick ret. wallconcrete 11

U/0.25/4/10 DEAD M/0.22/3/10 concrete concrete TEMP. PARKING SUSPENSION 1.8m high spwmf 12 SY/0.5/6/12/DEAD concrete

0.4m high wall 13 electricity TEMP. PARKING RELOCATION SY/0.2/5/8/DEAD sub-station concrete

paved footpath concrete wmf 4.0m high fir hedge SY/0.22/4/12 Client

SY/0.22/4/12 SY/0.3/5/12 SY/0.28/5/12 1.8m high spwmf 25m X 2.4m 23.0mVISIBILITY 3.0m high brick ret. wall paved footpath 0.4m high wall 4.0m high fir hedge concrete g SY/0.2/5/13 SY/0.25/5/14 wmf SY/0.3/6/14 177275mN block paving No. 18 SY/0.7/8/13 concrete

No. 20 Project

5.0m high fir hedge No. 4 No. 22 concrete PEDESTRIANtarmac footpath wmf Gillette Corner No. 2 No. 24 ENTRANCE

2.5m high hoarding tarmac 1.7m high brick wall block paving concrete RWP

2.3m high holly Drawing Title HEXHAM GARDENS

1.0m high pkf

CH/0.25/3/5.5 tarmac footpath No. 26 Construction Logistics Plan 1.0m high ret. wall 2.1m high holly No. 28 gates PROPERTIES FRONTING WARKWORTH GARDENS cbf Phase 1 NORTHUMBERLAND AVENUEtarmac footpath dropped kerbs paved footpath No. 30 dropped hoarding 1.0m high cbf No. 3 3.0m high fir hedge 1.1m high brick wall Sheet 1 of 2 No. 32 concrete tarmac footpath

23 No. 1 dropped kerbs 2.5m X 2.5m PEDESTRIAN poor concrete pc Scale Size INTERVISIBILITY ENVELOPE22 1:500 / 1:250 A3 remains scf tarmac footpath concrete 1.8m high cbf Drawn DW 12.03.2020 pc 2.5m X 2.5m PEDESTRIAN 21 pc Checked PS 12.03.2020 INTERVISIBILITY ENVELOPE 8.0m GATE 20

remains scf 7.0m ACCESS hoarding pc 19 tarmac 516200mE 516225mE 516250mE 516275mE 516300mE

paved footpath concrete 111 - 113 Great Portland Street 3.0m high brick ret. wallconcrete London M/0.22/3/10 concrete concrete W1W 6QQ

concrete Tel. No. 0207 1000 753 Drawing Number Rev

electricity 2019-3826-001(1) A sub-station concrete C:\USERS\CADSOFT SERVICES LTD\DESKTOP\3826 - GILLETTE CORNER CLP\NEW FOLDER\2020.04.24\2020-3826-001_A CONSTRUCTION LOGISTICS PLAN, PHASE 1.DWG 127(7+(3523(57<2)7+,6'5$:,1*$1''(6,*1,69(67(',1773&2168/7,1*/7',70867127%(&23,('255(352'8&(',1$1<:$<:,7+2877+(,535,25:5,77(1&216(17 TTP Consulting. All rightspaved footpath reserved. concrete 4.0m high fir hedge Rev Details Drawn Checked Date

pc A Visibility splays and site DW PS 24.04.2020 GREAT WEST ROAD (A4) 177350mN g gate added. block drops paving tactile paving Phase 2: tarmac dropped kerbs SYON LANE

g block paving x SUPERSTRUCTURE

kerb paved footpath drain concrete x CLADDING 2.5m high hoarding g pc block paving x FIT OUT tactile paving paved footpath railings N O T E S :

tactile paving block paving

paved footpath kerb tactile paving hardstanding g 2.5m high hoarding tactile paving tarmac railingsfootpath 1. Do not scale from this drawing. tarmac

dropped kerbs tactile paving 2.5m high hoarding paved footpath tactile paving 2. This drawing to be read & printed in colour. concrete g

tactile paving g gates tarmac cycleway paved footpath 3. This drawing is for illustrative purposes

pc grass 2.5m high hoarding dropped kerbs only, and not for construction. paved footpath tarmac drain SYON LANE

ramp conc. 2.5m high hoarding gates K E Y : pc 0.5m high brick wall g tarmac footpath 177325mN 2.5m high hoarding hardstanding 2.5m high hoarding SITE HOARDING hardstanding

SVP

hardstanding SITE CABINS

RWP SVP SVP 2.8m high brick wall

SVP

tarmac footpath MAIN SITE PARKING temporary site office

pc concrete railings

14 paved footpath 24 OVERFLOW SITE PARKING concrete low wall 2.8m high brick wall paved footpath grass verge

15 25 (NOT USED DURING LARGE 16 wpf DELIVERIES OR CRANE LIFTS NORTHUMBERLAND AVENUE 1 17 tarmac footpath 2.5m high hoarding tarmac 3.0m high holly hedge RWP 1.7m high brick wall RWP

2 TEMP. TARMAC AREA TO ramp 18 ALLOW FOR CLEAN 3 ramp

paved footpath 4 LOADING AND WASH-DOWN hoarding concrete 1.1m high brick wall

23 177300mN paved footpath 5 25m X 2.4m VISIBILITY5.0m hardstanding RELOCATED SUB-STATION pc No. 20 6 22 3.0m high holly hedge ADINI remains scf (factory)

21 7 pc No. 19 EXISTING VEH. ACCESS

20 8

remains scf

19 hoarding

RWP 9 tarmac 1.8m high spwmf paved footpath TEMP. ACCESS WIDENING concrete 10

3.0m high brick ret. wallconcrete 11

U/0.25/4/10 DEAD M/0.22/3/10 concrete concrete TEMP. PARKING SUSPENSION 1.8m high spwmf 12 SY/0.5/6/12/DEAD concrete

0.4m high wall 13 electricity TEMP. PARKING RELOCATION SY/0.2/5/8/DEAD sub-station concrete

paved footpath concrete wmf 4.0m high fir hedge SY/0.22/4/12 Client

No. 20 Project

5.0m high fir hedge No. 4 No. 22 concrete PEDESTRIANtarmac footpath wmf Gillette Corner No. 2 No. 24 ENTRANCE

2.5m high hoarding tarmac 1.7m high brick wall block paving concrete RWP

2.3m high holly Drawing Title HEXHAM GARDENS

1.0m high pkf

CH/0.25/3/5.5 tarmac footpath No. 26 Construction Logistics Plan 1.0m high ret. wall 2.1m high holly No. 28 gates PROPERTIES FRONTING WARKWORTH GARDENS cbf Phase 2 NORTHUMBERLAND AVENUEtarmac footpath dropped kerbs paved footpath No. 30 dropped hoarding 1.0m high cbf No. 3 3.0m high fir hedge 1.1m high brick wall Sheet 1 of 3 No. 32 concrete tarmac footpath

remains scf 7.0m ACCESS hoarding pc 19 tarmac 516200mE 516225mE 516250mE 516275mE 516300mE

paved footpath concrete 111 - 113 Great Portland Street 3.0m high brick ret. wallconcrete London M/0.22/3/10 concrete concrete W1W 6QQ

concrete Tel. No. 0207 1000 753 Drawing Number Rev

electricity 2019-3826-002(1) A sub-station concrete C:\USERS\CADSOFT SERVICES LTD\DESKTOP\3826 - GILLETTE CORNER CLP\NEW FOLDER\2020.04.24\2020-3826-002_A CONSTRUCTION LOGISTICS PLAN, PHASE 2.DWG 127(7+(3523(57<2)7+,6'5$:,1*$1''(6,*1,69(67(',1773&2168/7,1*/7',70867127%(&23,('255(352'8&(',1$1<:$<:,7+2877+(,535,25:5,77(1&216(17 TTP Consulting. All rightspaved footpath reserved. concrete 4.0m high fir hedge

Appendix E

Key Vehicle Route Site

Vehicle Route Plan

Appendix F

FTA DESIGN ARTICULATED LARGE TIPPER Rev Details Drawn Checked Date pc pc VEHICLE (1998) A Visibility splays and site DW PS 24.04.2020 10.201 gate added. 13.61 6.16

GREAT WEST ROAD (A4) GREAT WEST ROAD (A4) g g block block drops paving drops paving

tactile paving tactile paving

tarmac dropped kerbs SYON LANE tarmac dropped kerbs SYON LANE

g block paving g block paving

kerb kerb paved footpath drain concrete paved footpath drain concrete 2.5m high hoarding 0D[+RUL] 2.5m high hoarding g 1.298g 1.61 4.128 1.524 block paving 4.48 0D[9HUW block paving tactile paving tactile paving paved footpath 1.36railings 3.8 paved footpath railings 6.47 1.33 1.33 2.87

kerb kerb hardstanding hardstanding Overall2.5m high hoarding Length 16.480m 2.5mOverall high hoarding Length 10.201m Overalltarmac railingsfootpath Width 2.550m Overalltarmac railingsfootpath Width 2.495m Overall Bodyg Height 3.870m Overall Bodyg Height 2.890m Min Body Ground Clearance 0.515m Min Body Ground Clearance 0.341m

pc pc Max Track Widthdropped kerbs 2.470m Track Width dropped kerbs 2.471m tarmac tarmac Lock to Lockdrain Time SYON LANE 3.00s Lock to Lockdrain Time SYON LANE 6.00s

ramp ramp Kerb to Kerb Turningconc. Radius 6.550m Kerb to Kerb Turningconc. Radius 11.550m gates gates

pc pc g g tarmac footpath tarmac footpath

2.5m high hoarding 2.5m high hoarding

hardstanding hardstanding

SVP SVP

hardstanding hardstanding

RWP RWP SVP SVP SVP 2.8m high brick wall SVP 2.8m high brick wall

SVP SVP

tarmac footpath tarmac footpath

pc pc concrete railings concrete railings

paved footpath paved footpath 24 24 concrete low wall concrete low wall 2.8m high brick wall paved footpath grass verge 2.8m high brick wall paved footpath grass verge

25 25

16 wpf 16 wpf

NORTHUMBERLAND AVENUE NORTHUMBERLAND AVENUE N O T E S : 17 tarmac footpath 17 tarmac footpath 2.5m high hoarding tarmac 3.0m high holly hedge 2.5m high hoarding tarmac 3.0m high holly hedge RWP 1.7m high brick wall RWP 1.7m high brick wall RWP RWP

ramp ramp 18 18 1. Do not scale from this drawing. ramp ramp 2. This drawing to be read & printed in colour. paved footpath paved footpath hoarding hoarding concrete concrete 1.1m high brick wall 1.1m high brick wall 3. This drawing is for illustrative purposes 23 paved footpath 23 paved footpath hardstanding hardstanding only, and not for construction. pc No. 20 pc No. 20 22 22 3.0m high holly hedge 3.0m high holly hedge remains scf remains scf

21 pc No. 19 21 pc No. 19 FORWARD MOVEMENTS

20 20 8 8 remains scf remains scf (design speed - 5kph) 19 hoarding 19 hoarding

9 tarmac 9 tarmac

paved footpath paved footpath concrete concrete 10 10 REVERSE MOVEMENTS 3.0m high brick ret. wallconcrete 3.0m high brick ret. wallconcrete 11 11 M/0.22/3/10 M/0.22/3/10 concrete concrete concrete concrete (design speed - 2.5kph) 1.8m high spwmf 12 1.8m high spwmf 12 concrete concrete 13 13 Client electricity electricity sub-station concrete sub-station concrete

paved footpath paved footpath concrete concrete wmf 4.0m high fir hedge wmf 4.0m high fir hedge SY/0.22/4/12 SY/0.22/4/12

SY/0.22/4/12 SY/0.22/4/12 SY/0.3/5/12 SY/0.3/5/12 SY/0.28/5/12 1.8m high spwmf SY/0.28/5/12 1.8m high spwmf

3.0m high 3.0m high brick ret. wall paved footpath brick ret. wall paved footpath 0.4m high wall 0.4m high wall 4.0m high fir hedge 4.0m high fir hedge concrete concrete SY/0.2/5/13 SY/0.2/5/13 SY/0.25/5/14 SY/0.25/5/14 Project

pc pc dropped kerbs dropped kerbs tarmac tarmac drain SYON LANE drain SYON LANE

ramp ramp Gillette Corner conc. conc. gates gates

pc pc g g tarmac footpath tarmac footpath 2.5m high hoarding 2.5m high hoarding Drawing Title hardstanding hardstanding

SVP SVP

hardstanding hardstanding

RWP RWP SVP SVP SVP SVP Construction Logistics Plan 2.8m high brick wall 2.8m high brick wall

SVP SVP tarmac footpath tarmac footpath Phase 1 pc pc concrete railings concrete railings

paved footpath paved footpath 24 24 low wall low wall Sheet 2 of 2 concrete concrete 2.8m high brick wall paved footpath grass verge 2.8m high brick wall paved footpath grass verge

25 25

16 wpf 16 wpf

NORTHUMBERLAND AVENUE NORTHUMBERLAND AVENUE 17 tarmac footpath 17 tarmac footpath 2.5m high hoarding Scale Size 2.5m high hoarding tarmac 3.0m high holly hedge tarmac 3.0m high holly hedge RWP 1.7m high brick wall RWP 1.7m high brick wall RWP RWP

ramp ramp 1:500 A3 18 18

ramp ramp Drawn DW 12.03.2020

paved footpath paved footpath hoarding hoarding Checked PS 12.03.2020 concrete concrete 1.1m high brick wall 1.1m high brick wall

23 paved footpath 23 paved footpath

hardstanding hardstanding pc No. 20 pc No. 20 22 22 3.0m high holly hedge 3.0m high holly hedge remains scf remains scf

21 pc No. 19 21 pc No. 19

20 20 8 8

remains scf remains scf

19 hoarding 19 hoarding 9 tarmac 9 tarmac

paved footpath paved footpath concrete concrete 10 10 111 - 113 Great Portland Street 3.0m high brick ret. wallconcrete 3.0m high brick ret. wallconcrete 11 11 M/0.22/3/10 M/0.22/3/10 London concrete concrete concrete concrete 1.8m high spwmf 12 1.8m high spwmf 12 concrete concrete W1W 6QQ 13 13

electricity electricity Tel. No. 0207 1000 753 sub-station concrete sub-station concrete paved footpath paved footpath concrete concrete Drawing Number Rev wmf 4.0m high fir hedge wmf 4.0m high fir hedge SY/0.22/4/12 SY/0.22/4/12

SY/0.22/4/12 SY/0.22/4/12 SY/0.3/5/12 SY/0.3/5/12 1.8m high spwmf 1.8m high spwmf SY/0.28/5/12 SY/0.28/5/12

3.0m high 3.0m high 2019-3826-001(2) A brick ret. wall paved footpath brick ret. wall paved footpath 0.4m high wall 0.4m high wall 4.0m high fir hedge 4.0m high fir hedge C:\USERS\CADSOFT SERVICES LTD\DESKTOP\3826 - GILLETTE CORNER CLP\NEW FOLDER\2020.04.24\2020-3826-001_A CONSTRUCTION LOGISTICS PLAN, PHASE 1.DWG concrete g concrete g SY/0.2/5/13 SY/0.2/5/13 127(7+(3523(57<2)7+,6'5$:,1*$1''(6,*1,69(67(',1773&2168/7,1*/7',70867127%(&23,('255(352'8&(',1$1<:$<:,7+2877+(,535,25:5,77(1&216(17SY/0.25/5/14 SY/0.25/5/14 TTP Consulting. All rights reserved.

block paving block paving FTA DESIGN ARTICULATED LARGE TIPPER Rev Details Drawn Checked Date pc pc VEHICLE (1998) A Visibility splays and site DW PS 24.04.2020 10.201 gate added. 13.61 6.16

GREAT WEST ROAD (A4) GREAT WEST ROAD (A4) g g block block drops drops paving paving

tactile paving tactile paving

dropped kerbs SYON LANE tarmac dropped kerbs SYON LANE tarmac

g block paving g block paving

pc pc Max Track Widthdropped kerbs 2.470m Track Width dropped kerbs 2.471m tarmac tarmac drain SYON LANE Lock to Lockdrain Time SYON LANE 3.00s Lock to Lock Time 6.00s

ramp ramp Kerb to Kerb Turningconc. Radius 6.550m Kerb to Kerb Turningconc. Radius 11.550m gates gates

pc pc g g tarmac footpath tarmac footpath

2.5m high hoarding 2.5m high hoarding

hardstanding hardstanding

SVP SVP

hardstanding hardstanding

RWP SVP RWP SVP SVP SVP 2.8m high brick wall 2.8m high brick wall

SVP SVP

tarmac footpath tarmac footpath

pc pc concrete railings concrete railings

paved footpath paved footpath 24 24 low wall concrete low wall concrete 2.8m high brick wall paved footpath grass verge 2.8m high brick wall paved footpath grass verge

25 25

16 wpf 16 wpf

NORTHUMBERLAND AVENUE NORTHUMBERLAND AVENUE 17 N O T E S : 17 tarmac footpath tarmac footpath 2.5m high hoarding 2.5m high hoarding tarmac 3.0m high holly hedge tarmac 3.0m high holly hedge 1.7m high brick wall RWP 1.7m high brick wall RWP RWP RWP

hardstanding hardstanding pc No. 20 only, and not for construction. pc No. 20 22 22 3.0m high holly hedge 3.0m high holly hedge remains scf remains scf

21 21 pc No. 19 pc No. 19 FORWARD MOVEMENTS

20 20 8 8 remains scf remains scf (design speed - 5kph) hoarding 19 hoarding 19 9 tarmac 9 tarmac

13 13 Client electricity electricity sub-station sub-station concrete concrete

paved footpath paved footpath concrete concrete 4.0m high fir hedge wmf 4.0m high fir hedge wmf SY/0.22/4/12 SY/0.22/4/12

SY/0.22/4/12 SY/0.22/4/12 SY/0.3/5/12 SY/0.3/5/12 1.8m high spwmf SY/0.28/5/12 1.8m high spwmf SY/0.28/5/12

3.0m high 3.0m high paved footpath brick ret. wall paved footpath brick ret. wall 0.4m high wall 0.4m high wall 4.0m high fir hedge 4.0m high fir hedge concrete concrete SY/0.2/5/13 SY/0.2/5/13 SY/0.25/5/14 SY/0.25/5/14 Project

pc pc dropped kerbs dropped kerbs tarmac tarmac drain SYON LANE drain SYON LANE

ramp ramp conc. Gillette Corner conc. gates gates pc pc g g tarmac footpath tarmac footpath 2.5m high hoarding 2.5m high hoarding hardstanding Drawing Title hardstanding

SVP

SVP hardstanding hardstanding

RWP SVP

RWP SVP SVP 2.8m high brick wall SVP Construction Logistics Plan 2.8m high brick wall

SVP

tarmac footpath tarmac footpath Phase 2 pc pc concrete railings concrete railings

paved footpath paved footpath 24 24 concrete low wall low wall 2.8m high brick wall Sheet 2 of 3 concrete paved footpath grass verge 2.8m high brick wall paved footpath grass verge

25 25

16 wpf 16 wpf

NORTHUMBERLAND AVENUE NORTHUMBERLAND AVENUE 17 tarmac footpath 2.5m high hoarding 17 tarmac footpath tarmac 3.0m high holly hedge 1.7m high brick wall Scale Size 2.5m high hoarding RWP tarmac 3.0m high holly hedge RWP RWP 1.7m high brick wall RWP ramp ramp 18 1:500 A3 18

ramp ramp Drawn DW 12.03.2020

paved footpath paved footpath hoarding Checked PS 12.03.2020 hoarding concrete concrete 1.1m high brick wall 1.1m high brick wall

23 paved footpath 23 paved footpath hardstanding hardstanding pc No. 20 pc No. 20 22 22 3.0m high holly hedge 3.0m high holly hedge remains scf remains scf

21 pc 21 pc No. 19 No. 19

20 8 8 remains scf remains scf 19 hoarding

19 hoarding 9 tarmac 9 tarmac paved footpath paved footpath concrete concrete 10 10 111 - 113 Great Portland Street 3.0m high brick ret. wallconcrete 3.0m high brick ret. wallconcrete 11 11 M/0.22/3/10 M/0.22/3/10 concrete concrete London concrete concrete 1.8m high spwmf 12 1.8m high spwmf 12 concrete concrete

13 W1W 6QQ 13

electricity electricity Tel. No. 0207 1000 753 sub-station concrete sub-station concrete paved footpath paved footpath concrete concrete wmf 4.0m high fir hedge Drawing Number Rev wmf 4.0m high fir hedge SY/0.22/4/12 SY/0.22/4/12 SY/0.22/4/12 SY/0.22/4/12 SY/0.3/5/12 SY/0.3/5/12 SY/0.28/5/12 1.8m high spwmf SY/0.28/5/12 1.8m high spwmf 3.0m high 3.0m high 2019-3826-002(2) A brick ret. wall paved footpath brick ret. wall paved footpath 0.4m high wall 0.4m high wall 4.0m high fir hedge 4.0m high fir hedge concrete g C:\USERS\CADSOFT SERVICES LTD\DESKTOP\3826 - GILLETTE CORNER CLP\NEW FOLDER\2020.04.24\2020-3826-002_A CONSTRUCTION LOGISTICS PLAN, PHASE 2.DWG concrete g SY/0.2/5/13 SY/0.2/5/13 SY/0.25/5/14 127(7+(3523(57<2)7+,6'5$:,1*$1''(6,*1,69(67(',1773&2168/7,1*/7',70867127%(&23,('255(352'8&(',1$1<:$<:,7+2877+(,535,25:5,77(1&216(17SY/0.25/5/14 TTP Consulting. All rights reserved. SY/0.3/6/14 block paving

block paving SYON LANE

kerb paved footpath drain concrete

2.5m high hoarding Rev Details Drawn Checked Date g pc block paving

tactile paving paved footpath railings A Visibility splays and site DW PS 24.04.2020

tactile paving block paving gate added. paved footpath kerb tactile paving hardstanding g 2.5m high hoarding

tactile paving railings tarmac tarmac footpath

dropped kerbs tactile paving 2.5m high hoarding paved footpath tactile paving concrete g

tactile paving gates paved footpath

pc 2.5m high hoarding dropped kerbs tarmac drain SYON LANE

ramp conc. gates

pc g N O T E S : tarmac footpath 177325mN hardstanding 2.5m high hoarding hardstanding 1. Do not scale from this drawing.

SVP 2. This drawing to be read & printed in colour. hardstanding

RWP SVP SVP 2.8m high brick wall 3. This drawing is for illustrative purposes

SVP

tarmac footpath only, and not for construction. temporary site office

pc concrete railings

14 paved footpath 24 low wall 7.5T BOX VAN concrete 2.8m high brick wall paved footpath grass verge

15 25 8.01 16 wpf

NORTHUMBERLAND AVENUE 1 17 tarmac footpath 2.5m high hoarding tarmac 3.0m high holly hedge RWP 1.7m high brick wall RWP

2 ramp 18

3 ramp

paved footpath 4 hoarding concrete 1.1m high brick wall

23 177300mN 5 paved footpath hardstanding pc No. 20 6 22 3.0m high holly hedge ADINI remains scf (factory) 1.21 4.25

21 7 pc No. 19

20 8 Overall Length 8.010m remains scf

19 hoarding tarmac RWP 9 Overall Width 2.100m 1.8m high spwmf paved footpath concrete 10 Overall Body Height 3.556m

3.0m high brick ret. wallconcrete Min Body Ground Clearance 0.351m 11

U/0.25/4/10 DEAD M/0.22/3/10 concrete concrete Track Width 2.064m 1.8m high spwmf 12 SY/0.5/6/12/DEAD concrete Lock to Lock Time 4.00s 0.4m high wall 13 Kerb to Kerb Turning Radius 7.400m electricity SY/0.2/5/8/DEAD sub-station concrete paved footpath concrete wmf 4.0m high fir hedge SY/0.22/4/12 FORWARD MOVEMENTS SY/0.22/4/12 SY/0.3/5/12 SY/0.28/5/12 1.8m high spwmf 3.0m high (design speed - 5kph) brick ret. wall paved footpath SYON LANE 0.4m high wall 4.0m high fir hedge concrete g SY/0.2/5/13 SY/0.25/5/14 wmf SY/0.3/6/14 177275mN block paving REVERSE MOVEMENTS kerb paved footpath drain concrete SY/0.7/8/13 concrete 2.5m high hoarding g (design speed - 2.5kph) pc block paving

tactile paving paved footpath railings

tactile paving Client block paving

paved footpath kerb tactile paving hardstanding g 2.5m high hoarding

tactile paving railings tarmac tarmac footpath

dropped kerbs tactile paving 2.5m high hoarding paved footpath tactile paving concrete g

tactile paving gates paved footpath

pc 2.5m high hoarding dropped kerbs Project tarmac drain SYON LANE

ramp conc. gates Gillette Corner pc g tarmac footpath 177325mN hardstanding 2.5m high hoarding hardstanding Drawing Title

SVP

hardstanding

RWP SVP SVP 2.8m high brick wall SVP Construction Logistics Plan tarmac footpath temporary site office

pc concrete railings Phase 2 14 paved footpath 24 concrete low wall 2.8m high brick wall paved footpath grass verge

15 25 Sheet 3 of 3

16 wpf

NORTHUMBERLAND AVENUE 1 17 tarmac footpath 2.5m high hoarding tarmac 3.0m high holly hedge RWP 1.7m high brick wall RWP

2 ramp 18 Scale 1:500 Size A3 3 ramp

paved footpath 4 hoarding Drawn DW 12.03.2020 concrete 1.1m high brick wall

23 177300mN 5 paved footpath Checked PS 12.03.2020 hardstanding pc No. 20 6 22 3.0m high holly hedge ADINI remains scf (factory)

21 7 pc No. 19

20 8

remains scf

19 hoarding

RWP 9 tarmac 1.8m high spwmf paved footpath concrete 10

3.0m high brick ret. wallconcrete 11 111 - 113 Great Portland Street U/0.25/4/10 DEAD M/0.22/3/10 concrete concrete 1.8m high spwmf 12 SY/0.5/6/12/DEAD concrete London 0.4m high wall 13

electricity W1W 6QQ SY/0.2/5/8/DEAD sub-station concrete paved footpath concrete Tel. No. 0207 1000 753 wmf 4.0m high fir hedge SY/0.22/4/12 SY/0.22/4/12 SY/0.3/5/12 Drawing Number Rev SY/0.28/5/12 1.8m high spwmf

3.0m high brick ret. wall paved footpath 0.4m high wall g 4.0m high fir hedge concrete 2019-3826-002(3) A SY/0.2/5/13 SY/0.25/5/14 wmf 177275mN

SY/0.3/6/14 C:\USERS\CADSOFT SERVICES LTD\DESKTOP\3826 - GILLETTE CORNER CLP\NEW FOLDER\2020.04.24\2020-3826-002_A CONSTRUCTION LOGISTICS PLAN, PHASE 2.DWG block paving