Project Title

PREC Red Lion Propco 2

Lombard Wall, Charlton

Outline Construction Logistics Plan

April 2021

Contents

1 INTRODUCTION ...... 1

Objectives of Construction Logistics Plan ...... 1 CLP Structure ...... 2

2 CONTEXT, CONSIDERATIONS AND CHALLENGES ...... 3

Policy Context ...... 3 Site Context ...... 5 Local Highway Network ...... 5 Local Accessibility ...... 6 Community Considerations ...... 8

3 CONSTRUCTION PROGRAMME AND METHODOLOGY ...... 12

Construction Programme ...... 12 Construction Methodology ...... 12 Construction Traffic Hours ...... 13 Vehicle Types ...... 14 Construction Phasing ...... 14

4 VEHICULAR ROUTEING AND SITE ACCESS ...... 16

Site Access ...... 16 Pedestrian and Cyclist Access ...... 16 Proposed Vehicular Route...... 16

5 STRATEGIES TO REDUCE CONSTRUCTION IMPACTS ...... 19

Project Manager ...... 20 Neighbourhood Consultation ...... 21 Measures Influencing Construction Vehicles and Deliveries ...... 21 Measures to Encourage Sustainable Freight ...... 23 Material Procurement Measures ...... 24 Other Measures ...... 25

6 ESTIMATED VEHICLUAR MOVEMENTS ...... 27

7 IMPLEMENTING, MONITORING AND UPDATING ...... 28

8 SUMMARY ...... 30

Figures Figure 1 - Regional Context Plan Figure 2 - Local Context Plan (with Community Considerations) Figure 3 - Regional Vehicle Routing Plan Figure 4 - Local Vehicle Routing Plan

Appendices Appendix CLP A - Existing and Proposed Highway Arrangements Appendix CLP B - Proposed Construction Arrangements Appendix CLP C - Construction Vehicle Swept Path Analysis

1 INTRODUCTION

1.1 Caneparo Associates Limited is retained by PREC Red Lion Propco 2 (‘the Applicant’) to provide traffic and transportation advice with regard to the proposed redevelopment of a parcel of land located on the corner of Lombard Wall and Willoughby Way, Charlton, SE7 7SH, in the Royal

Borough of Greenwich (RBG).

Development Proposals

1.2 The existing site is a commercial / industrial unit where small scale paper recycling is currently undertaken. The proposal seeks to demolish the existing buildings within the site in order construct a new B2 / B8 unit (1,050sqm (GIA)) with associated parking and storage. The Regional Plan, Local Context Plan, Site Boundary Plan and Routeing Plans are included within Figures 1-4.

1.3 The existing and proposed highway layout plan is located at Appendix A.

Objectives of Construction Logistics Plan

1.4 This Outline Construction Logistics Plan (CLP) details the expected management of construction traffic during the construction period. A detailed CLP will be provided once the main contractor is employed to complete the works, in order to firm up the assumptions made in this report.

1.5 This Outline CLP, and the following detailed report, seeks to provide a robust construction strategy

that will minimise the potential for disruption to ‘Community Considerations’ such as local residents, businesses, members of the public and visitors to the site as well as other users of the adjacent highway network by the proposed programme of construction works.

1.6 It also seeks to minimise the environmental impact of the construction process on the locality and

will provide best endeavours to be part of a coordinated and collaborative approach with surrounding developments, including consultation when necessary and appropriate. This CLP has been prepared in line with TfL’s Construction Logistics Plan guidance (July 2017).

1.7 Site specific objectives are as follows:

• To ensure construction vehicles are timed so that only the number of vehicles able to be accommodated on-site attends the site at any one time;

• To ensure no construction vehicles are required to wait on-street, thus do not obstruct the local highway network; and

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• To ensure pedestrian and cyclist safety is maintained at all times during the construction period, particularly with regards to the Local Cycle Route which extends along the site frontage on Lombard Wall.

CLP Structure

1.8 The remainder of this Outline CLP will be structured as follows:

• Section 2 details policy at national, regional, and local level and sets out the existing situation

from the context of construction vehicles;

• Section 3 includes the construction programme and proposed methodology;

• Section 4 presents the vehicular routes to and from the site;

• Section 5 details the strategies and measures to be adopted for construction logistics;

• Section 6 presents the vehicular types and anticipated level of movements;

• Section 7 includes details of the monitoring and review process for the CLP; and

• Section 8 provides a summary.

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2 CONTEXT, CONSIDERATIONS AND CHALLENGES

Policy Context

National Planning Policy Framework (February, 2019)

2.1 The NPPF sets out long-term strategies for sustainable development which includes the management of traffic, including those associated with construction activity. Paragraph 110 of the NPPF states that within this context, applications for development should: ‘Allow for the efficient

delivery of goods, and access by service and emergency vehicles’.

London Plan (March, 2021)

2.2 The London Plan sets out considerations for construction at ‘Policy T7 Deliveries, servicing and construction’ which states:

‘J - 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.

K - During the construction phase of development, inclusive and safe access for people walking or

cycling should be prioritised and maintained at all times.’

2.3 At point 10.7.7 the document goes on to state:

‘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. Development proposals should demonstrate ‘good’ on-site ground conditions ratings or the mechanisms to reach this level, enabling the use of vehicles with improved levels of driver direct vision. To support the procurement of these vehicles and to minimise road danger, the Mayor has introduced his Direct Vision Standard, which rates Heavy Goods Vehicles on a star rating from 0 (lowest) to 5 (highest), based on how much the driver can see directly through the cab windows.’

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Mayor’s Transport Strategy (March, 2018)

2.4 The Mayor’s Transport Strategy states at Proposal 15 that ‘The Mayor, through TfL and the boroughs, will work with business and the freight industry to improve the efficiency and safety of freight and servicing in London by:

A. Developing tailored and targeted approaches to address the unique challenges faced by the

individual sectors such as food and construction deliveries.

D. Ensuring that all London is within a 30-minute drive of a construction consolidation centre and encouraging their use through Construction Logistics Plans and the planning process.’

Greener Greenwich Supplementary Planning Document (September, 2017)

2.5 The Supplementary Planning Document provided by Greenwich called Greener Greenwich sets

out a number of statements relevant for the planning of construction works in the Borough. A summary of the relevant statements is provided below.

2.6 The document states at point 3.3.1 that: ‘All development is encouraged to incorporate renewable energy into its design and construction to reduce CO2 emissions.’ Point 5.1.37 goes on to state that:

‘Developers are expected to monitor sensitive receptors throughout construction to avoid damaging biodiversity values.’

2.7 Developers are encouraged to maximise the use of recycled and reused materials. Off-site

construction is also encouraged.

2.8 At section 7.1 the document goes on to set out the high rate of waste materials created by construction activities and highlights the need to recycle and re-use materials, particularly inter ones, where possible.

2.9 Statements then suggest that all construction projects are recommended to have a site waste management plan. This will be provided once the main contractor is on board, who will be able to confirm further details of the construction processes to be employed at the site.

2.10 Construction impacts regarding noise and vibration, as well as dust and emissions is also set out.

These considerations, and associated management procedures, will be provided in the Construction Management Plan which will be secured by Condition.

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Traffic Management Act (2004)

2.11 The Traffic Management Act 2004 aims to reduce traffic congestion in towns and cities when

construction is occurring within the area. This Construction Logistics Plan will comply with the Traffic Management Act.

Healthy Streets Approach & Vision Zero

2.12 TfL has adopted the Healthy Streets Approach (2017) to improve air quality, reduce congestion

and help people lead a more active and healthier lifestyle. The Healthy Streets Approach puts people and their health at the centre of planning and therefore, this Construction Logistics Plan

has sought to align the key transport planning proposals towards people first. This has been done in conjunction with Vision Zero, as set out in the Mayor’s Transport Strategy (2018), which aims to remove all deaths and serious injuries from London’s transport network by 2041.

Site Context

2.13 The site is located on the corner of Lombard Wall and Willoughby Way. The area surrounding the site is industrial in nature, with commercial storage also located nearby. Day Aggregates and Tarmac are located to the north of the site, which provide storage and transport of building materials that are transported to the area via the Thames. The Sainsbury’s Thameside warehouse

is located to the north-east providing industrial scale warehousing for the supermarket chain.

2.14 Figure 1 appended to this report shows a regional plan of the site in the context of the highway network. Figure 2 appended to this report shows the location of the site in relation to the

surrounding local area and identifies local community considerations. Figures 3 - 4 include the

proposed Vehicle Routing Plans at regional and local level respectively, which is discussed later within the report.

Local Highway Network

2.15 Lombard Wall is a local access road which connects with Bugsby’s Way to the south and Riverside

to the north-east. Access between Bugsby’s Way and Lombard Wall allows left turning only, thus vehicles may only turn onto Lombard Wall from the eastbound side of Bugsby’s Way and only exit

from Lombard Wall eastbound onto Bugsby’s Way. Bugsby’s Way forms a London Distributor Road.

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2.16 Riverside provides vehicular access eastbound for Anchor and Hope Lane in order to progress southbound for a roundabout located at the eastern terminus of Bugsby’s Way and the junction for Woolwich Way (A206).

2.17 Woolwich Way forms a key strategic road for the area, providing access westwards for the Blackwall Tunnel Southern Approach (A102) and Greenwich town centre, as well as eastbound for Woolwich town centre and John Wilson Street (A205).

2.18 The A102 and A205 provide access to the A2 and A20 which extend towards central London and

south-east for the M25 and further afield.

Local Accessibility

Walking

2.19 A person’s willingness to walk is dependent on many factors including access to a car, safety, road congestion, weather, gradients, parking, health, direction of route, and purpose of journey.

2.20 The Chartered Institution of Highways and Transportation (CIHT) Guidelines suggest a maximum acceptable walking time of 10 minutes for pedestrians without mobility impairment.

2.21 In the vicinity of the site Lombard Wall provides a moderate pedestrian environment, with regular street lighting and well-proportioned footways. A number of wide crossovers are in place to allow HGV entry and exit to the range of industrial and light industrial units. Spilt aggregate materials and debris are regularly found on the footway and kerbside.

2.22 There are a range of amenities in close proximity to the site, including a number of supermarkets and retail shops which are located within the Brocklebank Retail Park, Greenwich Shopping Park, Peninsular Park and Charlton Riverside Place, including; a Costa coffee shop, a Boots with

pharmacy, a Sainsburys supermarket, an ASDA supermarket, and an Anytime Fitness gym.

2.23 To the south-west is a Royal Mail shipping and post office located 650 metres walk distance from the site on Horn Lane.

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2.24 Bus stops are available on Bugsby’s Way and Woolwich Road to the south of the site. The closest eastbound and westbound stops are located on Bugsby’s Way approximately 300 metres and 400 metres of the site, respectively. Charlton Rail Station is located 880 metres south of the site via

the retail outlets of Charlton Riverside Place.

Cycling

2.25 It is generally accepted that 8km (or 5 miles) is an acceptable cycling distance, representing a

journey time on average of 30 minutes (‘TfL Analysis of Cycling Potential’).

2.26 This 8km catchment encompasses Royal Docks to the north (via Woolwich tunnel or ferry), Abbey Wood to the east, Catford to the south and Rotherhithe to the west.

2.27 There is good infrastructure for cycling within the vicinity of the site, with a number of cycle

friendly roads in the local area. OpenStreetMap (OSM) is an online service which provides mapping of national, regional, and local cycleways around England and further afield.

2.28 OSM identifies a number of local cycleways in the vicinity of the site. Lombard Wall forms part of the network of local cycleways, connecting Bugsby’s Way to National Cycleway No.1 which

extends along the southern side of the Thames river towards Dartford to the east and further eastwards and to Cutty Sark to the west and further westwards.

2.29 Woolwich Road to the south also extends in a broadly east-west orientation providing access

towards Greenwich town centre to the west and joins National Cycleway No.1 to the east near Woolwich. At Greenwich town centre National Cycleway No. 21 extends southwards for Lewisham

and further southwards.

Public Transport

2.30 The Public Transport Accessibility Level (PTAL) of the centre of the site is 3, meaning the site achieves a ‘moderate’ score in terms of public transport accessibility, when compared with other London locations.

Bus Service

2.31 There are two regular bus services that operate in the vicinity of the site, with the closest eastbound and westbound bus stops located on Bugsby’s Way approximately 300 metres and 400 metres from the site, respectively.

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2.32 A list of these bus routes, alongside a summary of the frequency of service, is provided in Table 2.1. Buses that stop at bus stops a short distance outside of the rigid Public Transport Accessibility Level range (eastbound services only) of the site are also identified.

Table 2.1: Local Bus Services

Frequency (in minutes) 2.33 Route Route Number Weekday Saturday Sunday Frequency Frequency Frequency Thamesmead – North 472 8-12 8-12 8-12 Greenwich Bexleyheath Shopping 486 3-12 10-13 - Centre – North Greenwich

Woolwich Road (600m & 650m walk distance)

Chislehurst – North 161 8-12 9-12 11-13 Greenwich

177 Thamesmead - Peckham 9-12 9-13 11-13

Belvedere Industrial Area 180 – Lewisham Shopping 9-12 8-10 13-16 Centre

Rail Services

2.34 Charlton Rail Station provides rail services operated by Thameslink and Southeastern. Thameslink runs services between Rainham and Luton. While Southeastern runs services between London

Cannon Street or London Charing Cross to Barnehurst, Crayford or Dartford.

2.35 Charlton Rail Station is located approximately 880 metres walk distance to / from the site. The Thameslink services run two services per hour in each direction. Southeastern run 4 services to London Cannon Street per hour, 2 services per hour to London Charring Cross, 2 services for

Dartford per hour, 2 services to Barnehurst per hour and 2 services to Crayford per hour.

Community Considerations

2.36 The Community Considerations are included within Figure 2. The site has frontage on its eastern

boundary on Lombard Wall and its southern boundary on Willoughby Way to Dolphin Street to

the west and Fife Road to the south. Therefore, consideration will be taken with regard to the impact on pedestrians, cyclists and other vulnerable road users utilising these roads.

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2.37 Consideration will also be required in relation to the how larger construction vehicles are managed when accessing / egressing the site and wider vicinity.

2.38 All commercial and retail establishments fronting Lombard Wall will be notified of the proposed construction works.

Local Residents

2.39 There are no resident units in the immediate or nearby vicinity of the site, with the closest

residential properties approximately 350 metres west of the site as the crow flies, between which is a materials supplier, as well as concrete plant and storage area.

Sainsbury’s Thameside Distribution Centre

2.40 The Sainsbury’s Thameside Distribution Centre is a large scale commercial operation which retains its commercial vehicular access to and from Lombard Wall, with its visitor and employee vehicle access to the east on Anchor and Hope Lane.

2.41 The commercial vehicular access is located approximately 15 metres north of the proposal site’s existing access, on the adjacent side of Lombard wall. Due to the proposal site’s proximity to the Sainsbury’s commercial operational access, construction vehicles utilised for the proposed programme of works will be managed so at to not conflict with the existing commercial activity

of the Distribution Centre.

Tarmac and Day Aggregates

2.42 Both Tarmac and Day Aggregates operate concrete and aggregate processes and storage

immediately to the north of the site. Tarmac’s access borders the site to the north and extends to the west and north of the site. While Day Aggregates is located immediately north of Tarmac’s access road, with its own access approximately 60 metres north of the proposal site.

2.43 Construction activities and construction vehicles movements for the proposed programme of works will be managed so at to not conflict with the existing commercial activity of both Tarmac and Day Aggregates.

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Brocklebank Retail Park

2.44 The Brocklebank Retail park’s service access borders the site to the south via Willoughby Way.

Service yard facilities are located along the southern side of Willoughby Way and a turning area is provided to the north west of the retail park.

2.45 As above, construction activities and construction vehicles movements for the proposed programme of works will be managed so at to not conflict with the existing commercial activity

for Brocklebank Retail Park.

Schools

2.46 Owing to the character and nature of the proposal area, there are no educational establishments within the vicinity of the site. Considering the proximity of schools, as well as the lack of residential buildings within the vicinity of the site, the likelihood of school children as vulnerable road users in the vicinity of the site is low.

Pedestrian & Cyclist Safety

2.47 Although the probability of school children is low and pedestrian footfall is also anticipated to be low, construction vehicle drivers and all site personnel responsible for supporting vehicle

movements will be aware of, and will be considerate of, other vulnerable road users that may use the local highway network.

2.48 This is particularly pertinent for cyclists, owing to Lombard Wall forming part of the local cycle network, connecting Bugsby’s Way and the Thames Path, which extends along Riverside to the

north. Therefore, consideration is needed for how pedestrian and cyclist safety is maintained throughout the construction period. All drivers accessing and egressing the site will be made aware of the local cycle route operating along Lombard Wall to help prevent any conflict with

cyclists and construction vehicles.

Community Engagement

2.49 A member of the project management team will be elected as a Community Liaison Officer whose

contact details will be made available on the construction site hoarding; this will be provided

alongside a 24-hour emergency number.

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2.50 Their role and responsibilities will include being the primary point of contact for the local community and answering queries and questions where necessary.

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3 CONSTRUCTION PROGRAMME AND METHODOLOGY

Construction Programme

3.1 The programme of construction has been informed by information provided by the project team. A detailed construction programme will be provided once the Main Contractor has been

appointed and will be included within the Detailed CLP. Construction is expected to take circa 8 months with an indicative start date of September / October 2021. Table 3.1 sets out the key

construction phasing.

Table 3.1: Construction Programme Phase Duration Site Set-up Sep-2021 Sep-2021 Demolition Oct-2021 Oct-2021 Sub-structure Nov-2021 Dec-2021 Super-structure Dec-2021 Jan-2022 Roofing & Cladding Jan-2022 Feb-2022 Fit-out, Testing and Commissioning Feb-2022 Mar-2022

Construction Methodology

3.2 The arrangements detailed within the following paragraphs will be used to assist in making the site safe and secure for pedestrians, cyclists and road users as well as site operatives. The proposed arrangements are shown at Appendix B.

Construction Arrangement

3.3 The site will be fully secured with a hoarding to all exposed boundaries surrounding the site. The hoarding will be provided in line with all TfL / RBG regulations, with noticeboards placed in

prominent visible positions on the Lombard Wall frontage.

3.4 Fully equipped offices and welfare facilities for staff and operatives will be provided on site. All plant, material and equipment will be stored on-site and not on the public highway.

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3.5 The construction methodology will utilise one arrangement for vehicular access which will be implemented by the Contractor based on their specific construction methodology / needs. The construction arrangements are as follows:

• Construction Arrangement: Construction vehicles will approach the site travelling northbound on Lombard Wall. Construction vehicles will enter the site in forward gear. All loading and unloading, as well as turning manoeuvres will be undertaken on-site. Construction vehicles will then exit the site in forward gear, progressing southwards on

Lombard Wall.

Construction Traffic Hours

3.6 It is proposed that the core operational hours for construction traffic will be as follows:

• Weekdays: 09:00 – 18:00

• Saturday: 08:00 – 13:00 • Sunday & bank holidays: subject to agreement between TfL and RBG.

3.7 The Applicant is committed to working with neighbouring commercial entities to minimise the possibility of congestion on Lombard Wall. The finalised traffic hours will be agreed with TfL and

RBG.

3.8 In the event that there is a a requirement for vehicles to arrive and depart outside of usual construction hours, for example to undertake specialist construction activities; or to deliver bulky machinery / materials before busy traffic periods in London i.e. at a time where traffic flows are

low, the Council will be provided with prior notification in regards to any special dispensation for

out-of-hours vehicle activity.

3.9 There will be no working on Sundays and bank holidays unless there is a requirement for emergency work, abnormal deliveries or cranes. The Council will be provided with prior

notification.

3.10 The site will be provided with 24 hour security to prevent any unauthorised access outside of construction traffic hours.

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Vehicle Types

3.11 Numerous types of vehicle will be used to bring materials to and from the site. The main vehicle types will include:

• 10 metre length, 2.5 metre wide Rigid Vehicle;

• 8.2 metre length, 2.5 metre wide Medium Tipper;

• 8.4 metre length, 2.4 metre wide Concrete Mixer; and

• 4.6t Panel Van.

Construction Phasing

Site Setup / Demolition

3.12 Hoarding will be erected around the perimeter of the site to prepare the construction phases. The

demolition stage will amount to the deconstruction of the existing building, and any other on-site structures, to enable the construction of the new building. A skip lorry will be used to transport

the materials removed during this phase.

Piling

3.13 Piling will be installed using piling rigs located within the site to create the structural footings of the building.

3.14 Heavy equipment such as the piling rig, excavator and crane will be delivered by a flatbed lorry suitable for the local highway network. All equipment will be located on site and not on the public

highway.

Sub-Structure

3.15 The principal works associated with this phase will be the pouring of concrete to form the foundations of the building and the core. This will require an intense period of vehicle activity to ensure a continuous pour of concrete is achieved. An 8.4 metre Concrete Mixer, or similar, will be

used to minimise the number of vehicle movements required. Concrete Mixers will be

accommodated on-site.

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Super-Structure

3.16 Following the completion of the sub-structure, a tower crane will be used to service the

superstructure works. The materials will arrive on a variety of delivery vehicles, with the largest anticipated to be up to a 10 metre flat-bed lorry.

3.17 The frame of the building will most likely be constructed using steel-girders tied into the concrete core created during the sub-structure phase. Steel girders will be brought to the site by flatbed

vehicles and, if necessary, transferred through the site using fixed crane units.

Roofing & Cladding

3.18 It is envisaged that the roofing, cladding, and glazing will be brought to the site on low-loader and flatbed vehicles and, if necessary, transferred to and through the site by crane in the same manner as the construction of the super-structure.

Fit-out, Testing and Commissioning

3.19 The fit-out stage involves all final stages of construction including; floor insulation, MEP, soft and hard flooring (tiling), and paint and decoration.

3.20 The majority of deliveries for this phase will be undertaken by panel vans.

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4 VEHICULAR ROUTEING AND SITE ACCESS

Site Access

4.1 All vehicles will access the site via Lombard Wall and utilise the on-site loading and turning area. The construction vehicles up to and including a 10m rigid vehicle will be accommodated within

the site. All HGV on-site turning, as well as entry and exit movements will be managed by banksmen.

Pedestrian and Cyclist Access

4.2 Pedestrian and cyclist access will be retained for adjacent properties / occupiers. All pedestrian

and cyclist access for construction workers will be via Lombard Wall.

4.3 A hoarding around the site will be provided to protect the general public from the construction activities occurring. Banksmen will be located either side of the site access to manage pedestrian and cyclists, during construction vehicle entry and exit, to prevent any conflict. Drivers will be

made aware of the local cycle route which extends along Lombard Wall.

Proposed Vehicular Route

4.4 Figure 3 appended to this report shows the proposed vehicle access route across the wider local area for vehicles accessing the site. The local access arrangement is illustrated at Figure 4.

4.5 All vehicles will approach / depart the site from Lombard Wall and Bugsby’s Way, i.e. approaching from and departing to the south of the site. There are three key routeing options which are set

out as follows:

• Access Route A102 North: construction vehicles (note vehicle restrictions noted below) may

access the Blackwall Tunnel from the A12 and A13 north of the Thames River via the Blackwall Tunnel Northern Approach (A102) – progress through the tunnel to the Blackwall Tunnel Southern Approach (A102) – take slip road for Greenwich (A2203) – exit right on the

roundabout for Bugsby’s Way – continue straight at the Peartree Way Roundabout - turn left onto Lombard Wall – turn left into the site

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• Access Route A102 South: construction vehicles heading northbound on the Blackwall Tunnel Southern Approach (A102) will take the Woolwich & Ferry Greenwich A206 slip road – turn slightly right into Peartree Road (A1020) – take the third exit of Peartree Way Roundabout

onto Bugsby’s Way – turn left onto Lombard Wall – turn left into the site

• Access Route A206: construction vehicles progressing westbound on Woolwich Road (A206) will filter right for Greenwich (A206) at the junction of Woolwich Road, Anchor and Lope Lane and Charlton Church Lane – turn right onto Anchor and Hope Lane – turn left at the Bugsby’s

Way Roundabout for Bugsby’s Way – continue past the site for Peartree Way Roundabout – take the 4th exit back onto Busby’s Way (eastbound) – turn left onto Lombard Wall – turn left into the site

• Departure Route A102 North: turn right out of the site onto Lombard Wall – turn left onto

Bugsby’s Way – take the 3rd exit at the Bugsby’s Way Roundabout for Bugsby’s Way (westbound) – take first exit at Peartree Way Roundabout for Peartree Way (A1020) – take the Horn Lane slip road onto the Blackwall Tunnel Southern Approach (A102) (southbound)

• Departure Route A102 South: turn right out of the site onto Lombard Wall – turn left onto

Bugsby’s Way – take the 3rd exit at the Bugsby’s Way Roundabout for Bugsby’s Way (westbound) – cross the Peartree Way Roundabout for Bugsby’s Way – take the first exit at the roundabout for Blackwall Lane – turn right into the Blackwall Tunnel Southern Approach (A102) (northbound, noting vehicle size restrictions below)

• Departure Route A206: turn right out of the site onto Lombard Wall – turn left onto Bugsby’s Way – take the second exit at the Bugsby’s Way Roundabout for Anchor and Hope Lane (southbound) – turn left onto Woolwich Road eastbound

4.6 There are vehicle size and load restrictions in place for the Blackwall Tunnel, which can be

summarised as follows:

i) Permitted vehicle codes: UN 2919, 3291, 3331, 3359 and 3373 (Code E tunnel)

ii) Vehicle height restricted to: 4.7m or 15’ 6”

4.7 The proposed vehicle routeing options are considered to be the most appropriate and suitable for larger vehicles and seeks to minimise disruption to local road users. All vehicle arrivals will be

managed by banksmen at the site to ensure appropriate safety and traffic management measures are upheld.

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4.8 Traffic marshals will be employed throughout the programme of works requiring HGV vehicles, to manage the flow of vehicles and ensure that public and pedestrian safety is maintained at all times.

4.9 The surrounding highway will be kept open to general traffic at all times to ensure satisfactory access and movement for existing occupiers of neighbouring properties during construction. In particular, banksmen will be positioned to assist larger vehicles turning into / out of the site.

4.10 Coordination will also be carried out with surrounding developments to minimise potential

disruption.

Swept Path Analysis

4.11 Vehicle swept path analysis has been prepared to demonstrate that the proposed range of vehicle

types and sizes proposed will be able to safely access and egress the site in forward gear. The largest vehicle used within the swept path analysis is considered to be the largest expected to access the site during construction. A copy of the swept path analysis plans is included at

Appendix C.

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5 STRATEGIES TO REDUCE CONSTRUCTION IMPACTS

5.1 Table 5.1 sets out the committed, proposed and considered checklist replicated from the TfL Construction Logistics Plan guidance (July 2017).

Table 5.1: High Impact Site Planned Measures Checklist Committed Proposed Considered Measures Influencing Construction Vehicles and Deliveries Safety and environmental standards and programmes X 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 areas X Use of logistics and consolidation centres X Vehicle choice X Measures to Encourage Sustainable Freight Freight by Water See below Freight by Rail n/a Material Procurement Measures DfMA and off-site manufacture X Re-use of materials on Site X Smart procurement X Other Measures Collaboration amongst other Sites in the area X Implement a staff travel plan X

5.2 Although the site is situated in close proximity to the Thames River and a rail connection, existing commercial entities which currently operate from the river side obstruct the possibility of

transporting materials to and from the proposal site. Furthermore, if access was made available

to the riverbank or railway, this may disrupt existing commercial operations of neighbouring business and there would be a requirement for HGV vehicles to access the local highway network to transport materials to the site due to the c.320 metre straight line drag distance to / from the

riverbank and the site, a similar distance would also be required for the rail link.

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Project Manager

5.3 Contact details for the Project Manager will be provided in the Detailed CLP:

Name: TBC Company: TBC

Address: TBC Email: TBC

5.4 The Project Manager will assume all responsibility for implementing the measures set out in this

and any subsequent CLP until such a time when the Main Contractor is appointed, at which point relevant details will be submitted to RBG. The contact details for the Project Manager will be displayed at the site and published on any temporary licenses granted by the Council (such as for hoarding or scaffolds).

5.5 The Project Manager will also 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.

5.6 The appointed Project Manager will act as a point of contact between local stakeholders / businesses so that in the event of issues / concerns arising during the construction process, action

can be taken without delay.

5.7 The Project Manager will liaise with local stakeholders and the project managers for relevant forthcoming construction activities in the local area, when and where it is relevant to do so, particularly where work is carried out concurrently. The Project Manager will look to discuss the

programme of works and other such matters so that construction activities can be coordinated

where required.

5.8 Information boards will be displayed at the site highlighting the key personnel on Site including relevant contact details. A 24-hour emergency contact number will also be provided.

5.9 Local neighbours will be able to call the site office to raise any concerns. The Project Manager will personally deal with any comments or complaints to ensure that they are resolved quickly. A record will be kept of any / all comments and complaints received.

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Neighbourhood Consultation

5.10 As part of the construction process, neighbourhood consultation will be undertaken with local residents / communities in order to effectively manage the impacts of the proposed construction. This will take the form of monthly newsletters issued to local business, as well as an online platform

for discussion.

5.11 The hoarding of the site will also be provided with contact details for the site manager so that the

community can remain in contact with the construction team throughout the build.

Measures Influencing Construction Vehicles and Deliveries

Safety and environmental standards and programmes

5.12 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.

5.13 It will be a requirement for Contractors to be registered with the FORS Silver scheme and to ensure all subcontractors are also registered. FORS Silver will be a mandatory requirement where applicable which recognises that FORS:

• Creates safer drivers – will significantly reduce occurrence of accidents; • Will encourage suppliers to improve fuel economy associated with the project; • Provides a system to identify 'at risk' drivers, allowing the project team and suppliers to target training and incentives effectively;

• Improves certainty of deliveries and collections; and

• Promotes a reduction in the number of journeys generated by the site.

5.14 A collision reporting system will be mandated to ensure all collisions and accidents involving the projects’ vehicles and drivers are reported to the Project Manager and any relevant parties. In

order to effectively undertake this. The ‘FORS Manager’ reporting tool will be utilised.

5.15 It is a requirement for all contractors to be signatories of the Construction Logistics and Community Safety (CLOCS) initiative. Operating to the CLOCS standard will ensure that transport

and logistics are managed to the highest industry standard during all stages of demolition and

construction.

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5.16 Banksmen will be located at the site access throughout the construction period to ensure appropriate safety and traffic management measures are adhered to, particularly for the entry and exit of construction vehicles between the site and public highway.

Adherence to Dedicated Routes

5.17 The vehicle routes to / from the Transport for London Road Network and Strategic Road Network are specified. These access routes have been reviewed with respect to potential impacts, conflicts

and hazards. Junctions and parts of the routes of particular potential concern have been identified in terms of coming into conflict with other road users, with particular attention paid to pedestrians and cyclists around access to work sites.

5.18 A copy of the routeing plans, shown at Figures 3-4, will be given to all suppliers when orders are

placed to ensure drivers are fully briefed on the required route options that they may take to access the site. The supplier will be made aware that these routes are required to be followed at all times unless agreed or alternate diversions are in place.

5.19 Vehicle arrivals / departures will be programmed and staggered to reduce the potential for

unnecessary delay and congestion at the site.

Delivery Scheduling

5.20 The scheduling of spoil removal, concrete pouring, steel deliveries and general deliveries will be managed in order to effectively utilise the off-street loading and storage area. Suppliers will be given instructions asking the vehicle driver to call ahead to ensure that the site is ready to receive

a vehicle. In addition, verbal briefings of the access route will be provided to all suppliers,

contractors and visitors prior to them undertaking a journey.

5.21 In the event an unauthorised vehicle arrives at site, the vehicle will be turned away, if suitable space on-site is not available. Persistent unauthorised deliveries will be dealt with via a 3-strike policy whereby their contract to deliver to the site will be reviewed.

5.22 If space is not available at the site for the unauthorised delivery, the driver will be instructed to exit the area and re-schedule a delivery time with the main contractor.

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Key Performance Indicators – Vehicle Deliveries / Collections

5.23 In order to effectively manage vehicle movements to and from the site during demolition the

Project Manager will implement Key Performance Indicators which will be used to monitor the scheme. The KPI’s to be implemented are as follows:

• Zero unplanned vehicles.

• Zero non-complaint vehicles.

• Zero instances of project-related vehicles involved in a collision.

Re-timing for Out-of-Peak / Out-of-Hours Deliveries

5.24 All general construction vehicles will be timed to occur between 09:30 and 14:30 to avoid school drop-off / pick-up and traditional peak hours (08:00-09:00 and 17:00-18:00).

5.25 Concrete pouring will take place between 08:00 – 18:00, also avoiding the hours of 08:00-09:00 and 17:00-18:00. This is to ensure a continuous pour of concrete and to minimise the number of

days concrete mixers are required to visit the site and operate along the local highway network.

Use of Holding Areas and Vehicle Call-Off Areas

5.26 All general deliveries will be timed such that there will not be a cross-over of vehicles utilising the

local highway network or on-site loading and turning opportunity. During the sub-structure phase, a continuous pour of concrete will be required. This will be timed to ensure no more than 1 vehicle attends the site at any one time.

Use of Logistics and Consolidation Areas

5.27 The Contractor will explore the use of logistics / consolidation for general construction deliveries other than steel and concrete, which by their nature arrive in large quantities already.

Measures to Encourage Sustainable Freight

5.28 It is not possible to undertake deliveries by water or rail for this project owing to existing commercial operations which are actively using both in the vicinity of the site. However, material

procurement from neighbouring operations will be sought, which will minimise the travel distance

by road required.

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5.29 The Main Contractor will constantly monitor the CLP and in the event deliveries by rail or water become possible / feasible, in which case they will provide an update to the Council for approval.

Material Procurement Measures

Spoil / Waste Collection

5.30 Where possible, segregation of recyclable and non-recyclable material will be employed for all

waste generated throughout the construction process.

5.31 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 / re-use.

5.32 Waste Management will be monitored and recorded as part of the site’s ‘Smart Waste’ obligations.

5.33 A Site Waste Management Plan (SWMP) will be implemented if deemed necessary / appropriate to detail the disposal and management procedures relevant to the demolition phase. If

implemented, the SWMP will seek to minimise and reduce waste production.

Re-use of Materials on-site

5.34 The re-use of materials will be considered by the Main Contractor, however, owing to this Outline CLP being limited to the demolition of all existing retail units, the opportunity to re-use material

is limited.

DfMA and Off-Site Manufacture, and Smart Procurement

5.35 Smart procurement and off-site manufacturing will be considered by the contractor employed to

undertake the works. Justification for inclusion or omission of this consideration will be set out within the Detailed CLP.

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Other Measures

Implementing Construction Staff Travel Plan

5.36 A Construction Staff Travel Plan will be implemented for the construction phase and will include details of local public transport options, in particular Charlton Railway Station, as well as a suite of measures to discourage the use of private transport. Furthermore, temporary cycle parking facilities will be provided within the site during construction to encourage active modes, the

location for cycle storage will be arranged by the Main Contractor.

5.37 All site operatives and visitors will be encouraged to travel to and from the site by public transport and no car parking will be provided, however, in the event operatives are required to bring vehicles to site, operatives will be expected to unload any materials or equipment using the on-site loading

area proposed before finding a parking opportunity near the site. This approach will not be promoted and will be prevented wherever possible throughout the construction programme.

Public Highway

5.38 At no time will construction vehicles be parked, or material or plant be stored, on the public highway.

5.39 A condition survey will be undertaken by the Contractor of the local highway network surrounding

the site prior to commencement of works, with photographic evidence submitted to RBG. A follow-up condition survey will be undertaken following the construction programme and any appropriate remedial works will be completed.

5.40 The Project Manager will make contact with the relevant utility companies in order to co-ordinate

any scheduled work.

Road Closure

5.41 The proposed works to alter the pavement directly in front of the site will require measures to

ensure the suitable transition of pedestrians from the western side of Lombard Wall to the eastern site during the period of time required to complete the proposed pavement works.

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5.42 There is no need for road closures as part of the development. However, in the event this becomes required for any reason, appropriate consent and licenses will be obtained. Any road closures will be planned in advance, in accordance with the relevant authority requirements and in compliance

with prescribed notice periods.

5.43 Notice regarding planned closures and diversions of roads and footpaths forming part of the site will be given to the Council, the Police, Fire Brigade, other emergency services and bus operators.

Pedestrian and Cyclist Safety

5.44 Construction traffic can pose a potential risk to pedestrian and cyclist safety when not managed effectively. Maintaining vulnerable road user safety will be paramount throughout the demolition and construction period. Traffic marshals will be used to assist pedestrian and cyclist safety,

particularly when vehicles are entering and exiting the site.

5.45 A hoarding will be installed around the perimeter of the site. The hoarding will screen off any works or activities and protect passers-by, as well as reduce dust and noise emissions. In addition,

the hoarding will be decorated to suit local authority requirements and contain lighting

illumination, so it is easily seen at night by traffic and pedestrians using the surrounding roads.

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6 ESTIMATED VEHICLUAR MOVEMENTS

6.1 A breakdown of expected vehicle movements and anticipated dwell times during each construction phase will be set out below.

6.2 The tables to be included in this Section will set out the ‘Estimated Construction Vehicles (Monthly

and Daily’, the ‘Number of Vehicle Type by Phase of Construction’ and ‘Hourly Arrival Profile of Vehicles During Peak’.

6.3 Construction vehicle estimates will also be set out in Table 6.1 in the Detailed CLP, when

submitted, with the peak period of construction set out in the penultimate line.

Table 6.1: Estimated Construction Vehicles – Monthly and Daily

No. of Trips Peak no. of Phase Period of Stage (monthly) Trips (daily) Site setup and demolition - - - Piling - - - Sub-structure - - - Super-structure - - - Cladding - - - Fit-out, testing and commissioning - - - Peak period of construction - - -

6.4 The proposed programme of works is anticipated to take an 8 month period. Where possible, peak times will be avoided for deliveries. The Contractor, once appointed, will provide specific delivery schedule information.

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7 IMPLEMENTING, MONITORING AND UPDATING

7.1 An appointed Construction Logistics Manager will be in charge of implementing the CLP. This may be a part-time role undertaken by the Main Contractor. It is recognised that the CLP is a ‘live’ document and as such will be subject to constant review and monitoring in order to react to any

changes during the CLP. The Construction Logistics Manager will monitor and record information on the following:

Number of Vehicle Movements to the Site

• Total;

• By vehicle type / size;

• Time spent on-site; and,

• Delivery / collection accuracy compared to schedule.

Breaches and Complaints

• Community concerns about construction activities;

• Vehicle routeing;

• Unacceptable queuing;

• Unacceptable parking; and

• Compliance with safety and environmental standards and programmes.

Safety

• Record of associated serious injuries; and

• Vehicles and operators not meeting safety requirements.

7.2 The above data, as well as construction staff travel modes, will be recorded at the entrance of the site by a member of staff. Further monitoring data will be collected through the delivery booking and tracking system to be implemented.

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Handbooks

7.3 A Contractor Handbook and Driver Handbook will be produced as part of the CLP, in order to

distribute information relating to site operations. The information to be provided is as follows:

Contractor Handbook

• Safety procedures;

• Anti-idling procedures;

• Vehicle routing and delivery scheduling; and

• Driver training

Drivers Handbook

• Authorised routes to and from the site;

• Site opening times;

• Booking and scheduling information;

• Site loading strategy and other information relating to access;

• Anti-Idling; and

• Vulnerable road user safety.

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8 SUMMARY

8.1 The Outline CLP provides all details required for the successful management of construction vehicles to and from the site. This Outline CLP forms the basis of the Detailed CLP, which will be provided following appointment of the Contractor and will be a live document to be updated if

any changes are required throughout the construction period.

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Figures

N O T E S 1. Do not scale from this drawing. 2. This drawing is to be read & printed in colour. North Greenwich 3. This drawing is for illustrative purpose only. London Underground K E Y: Station

Site Red Line Boundary Blackwall Tunnel SITE

A102

Rev Details Drawn Check Date R E V I S I O N H I S T O R Y

A206 Client: PREC Red Lion Propco 2

Project: Lombard Wall, Charlton

Drawing Title: Charlton Rail Regional Context Plan Station

Scale: Size: NTS A3 Drawn by: Checked by: Date: L.D . 13.04.21

Scheme Ref: Drawing No: Sheet: Rev: CA4461 1 1 .

NOTE: The property of this drawing and design is vested in Caneparo Associates Ltd. It must not be copied or replaced in any way without their prior written consent. © Caneparo Associates Ltd. Registered in England, No. 9930032. All rights reserved. N O T E S 1. Do not scale from this drawing. 2. This drawing is to be read & printed in colour. 3. This drawing is for illustrative purpose only.

K E Y:

Site Red Line Boundary

Charlton Station

Commercial / Retail

Charlton Post Office

Commercial / Retail / Residential

Industrial / Light Industrial

Rev Details Drawn Check Date R E V I S I O N H I S T O R Y

Client: PREC Red Lion Propco 2

Project: Lombard Wall, Charlton

Drawing Title: Local Context Plan

Scale: Size: NTS A3 Drawn by: Checked by: Date: L.D . 13.04.21

Scheme Ref: Drawing No: Sheet: Rev: CA4461 2 1 .

K E Y:

Route to the Site

Route from the Site

Site Red Line Boundary

Rev Details Drawn Check Date R E V I S I O N H I S T O R Y

Client: PREC Red Lion Propco 2

Project: Lombard Wall, Charlton

Drawing Title:

Regional Routeing Plan

Scale: Size: NTS A3 Drawn by: Checked by: Date: L.D . 13.04.21

Scheme Ref: Drawing No: Sheet: Rev: CA4461 3 1 .

K E Y:

Route to the Site

Route from the Site

Site Red Line Boundary

Rev Details Drawn Check Date R E V I S I O N H I S T O R Y

Client: PREC Red Lion Propco 2

Project: Lombard Wall, Charlton

Drawing Title:

Local Routeing Plan

Scale: Size: NTS A3 Drawn by: Checked by: Date: L.D . 13.04.21

Scheme Ref: Drawing No: Sheet: Rev: CA4461 4 1 .

Appendix CLP A

N O T E S 1. Do not scale from this drawing. N N 2. This drawing to be read & printed in colour. 3. This drawing is for illustrative purposes only.

K E Y : SITE BOUNDARY

PARKING BAYS x 8

El Sub Sta DISABLED PARKING BAYS x 1

LOMBARD WALL SHEFFIELD STANDS

El Sub Sta HIGH VISIBILITY BOLLARD FOR CYCLE

LOMBARD WALL SAFETY

14m ...... Rev Details Drawn Checked Date R E V I S I O N H I S T O R Y

Status: Preliminary For Approval For Construction Weighbridge 6m For Information For Tender As Built

Client: PREC Red Lion Propco 2

Project:

Lombard Wall, Charlton

Drawing Title:

Comparison of Existing and Proposed Highway Arrangement

Scale: Size: 1:250 A3 Drawn by: Checked by: Date: COS AFG 16.04.2021

21 Little Portland Street London W1W 8BT Tel. 020 3617 8200

EXISTING FORECOURT AND HIGHWAY LAYOUT PROPOSED FORECOURT AND HIGHWAY LAYOUT Scheme Ref: Drawing No: Sheet : Rev: 4461 008 1 of 1 ... CA_4461_008 - COMPARISON OF EXISITING AND PROPOSED HIGHWAY ARRANGEMENT.DWG

Appendix CLP B

N O T E S 1. Do not scale from this drawing. N 2. This drawing to be read & printed in colour. 3. This drawing is for illustrative purposes only.

K E Y : SITE BOUNDARY

SITE HOARDING

SITE WELFARE OFFICE

GATE (11m)

WHEEL WASHING LOCATION

MATERIALS STORAGE Tank

WB A Materials storage area added. AFG LD 20.04.21 Rev Details Drawn Checked Date El Sub Sta R E V I S I O N H I S T O R Y Status: Preliminary For Approval For Construction LOMBARD WALL For Information For Tender As Built

Client: PREC Red Lion Propco 2

Project:

21m 11m Lombard Wall, Charlton

Drawing Title: 8m Proposed Construction Plan - Option 2 WILLOUGHBY WAY Scale: Size: NTS A3 Drawn by: Checked by: Date: COS AFG 15.04.2021

21 Little Portland Street London W1W 8BT Tel. 020 3617 8200

Scheme Ref: Drawing No: Sheet : Rev: 4461 003 1 of 1 A CA_4461_003_A - PROPOSED CONSTRUCTION PLAN (OPTION 2).DWG

Appendix CLP C

N O T E S K E Y : 1. Do not scale from this drawing. N N 2. This drawing to be read & printed in colour. SITE BOUNDARY 3. This drawing is for illustrative purposes only. SITE HOARDING FTA DESIGN HG RIGID VEHICLE (1998) SITE WELFARE OFFICE 10

GATE (11m)

WHEEL WASHING LOCATION

MATERIALS STORAGE 1.4 6.1 Overall Length 10.000m Overall Width 2.500m Overall Body Height 3.645m Min Body Ground Clearance 0.440m Track Width 2.470m Lock to Lock Time 3.00s Kerb to Kerb Turning Radius 11.000m

FORWARD MOVEMENTS ARE SHOWN IN BLACK (design speed - 5kph) WB REVERSE MOVEMENTS ARE SHOWN IN BLUE (design speed - 2.5kph) WB El Sub Sta El Sub Sta LOMBARD WALL LOMBARD WALL A Materials storage area added. AFG LD 20.04.21 Rev Details Drawn Checked Date R E V I S I O N H I S T O R Y

Status: Preliminary For Approval For Construction For Information For Tender As Built

Client: PREC Red Lion Propco 2

Project:

Lombard Wall, Charlton

Drawing Title: Vehicle Swept Path Analysis for Proposed Construction Plan Option 2

Scale: Size: 1:500 A3 Drawn by: Checked by: Date: COS AFG 15.04.2021

21 Little Portland Street London W1W 8BT Tel. 020 3617 8200

ENTRY MANOEUVRE EXIT MANOEUVRE Scheme Ref: Drawing No: Sheet : Rev: 4461 003 1 of 3 A CA_4461_TR001_A - VEHICLE SWEPT PATH ANALYSIS FOR PROPOSED CONSTRUCTION PLAN (OPTION 2).DWG

NOTE: The property of this drawing and design is vested in Caneparo Associates Ltd. It must not be copied or reproduced in any way without their prior written consent. © Caneparo Associates Ltd. Registered in England, No. 9930032. All rights reserved. N O T E S K E Y : 1. Do not scale from this drawing. N N 2. This drawing to be read & printed in colour. SITE BOUNDARY 3. This drawing is for illustrative purposes only.

SITE HOARDING MEDIUM TIPPER

8.2 SITE WELFARE OFFICE

GATE (11m)

WHEEL WASHING LOCATION 1.298 4.128 1.524 MATERIALS STORAGE Overall Length 8.200m Overall Width 2.500m Overall Body Height 2.894m Min Body Ground Clearance 0.344m Max Track Width 2.500m Lock to Lock Time 5.00s Kerb to Kerb Turning Radius 9.284m

FORWARD MOVEMENTS ARE SHOWN IN BLACK (design speed - 5kph)

WB REVERSE MOVEMENTS ARE SHOWN IN BLUE (design speed - 2.5kph) WB El Sub Sta El Sub Sta LOMBARD WALL LOMBARD WALL A Materials storage area added. AFG LD 20.04.21 Rev Details Drawn Checked Date R E V I S I O N H I S T O R Y

Status: Preliminary For Approval For Construction For Information For Tender As Built

Client: PREC Red Lion Propco 2

Project:

Lombard Wall, Charlton

Drawing Title: Vehicle Swept Path Analysis for Proposed Construction Plan Option 2

Scale: Size: 1:500 A3 Drawn by: Checked by: Date: COS AFG 15.04.2021

21 Little Portland Street London W1W 8BT Tel. 020 3617 8200

ENTRY MANOEUVRE EXIT MANOEUVRE Scheme Ref: Drawing No: Sheet : Rev: 4461 003 2 of 3 A CA_4461_TR001_A - VEHICLE SWEPT PATH ANALYSIS FOR PROPOSED CONSTRUCTION PLAN (OPTION 2).DWG

GATE (11m)

WHEEL WASHING LOCATION

MATERIALS STORAGE 1.36 3.615 1.37 Overall Length 8.360m Overall Width 2.390m Overall Body Height 4.027m Min Body Ground Clearance 0.358m Max Track Width 2.413m Lock to Lock Time 6.00s Kerb to Kerb Turning Radius 8.210m

Status: Preliminary For Approval For Construction For Information For Tender As Built

Client: PREC Red Lion Propco 2

Project:

Lombard Wall, Charlton

Drawing Title: Vehicle Swept Path Analysis for Proposed Construction Plan Option 2

Scale: Size: 1:500 A3 Drawn by: Checked by: Date: COS AFG 15.04.2021

21 Little Portland Street London W1W 8BT Tel. 020 3617 8200

ENTRY MANOEUVRE EXIT MANOEUVRE Scheme Ref: Drawing No: Sheet : Rev: 4461 003 3 of 3 A CA_4461_TR001_A - VEHICLE SWEPT PATH ANALYSIS FOR PROPOSED CONSTRUCTION PLAN (OPTION 2).DWG