APPENDIX C2 Construction Methodology Statement

APPENDIX C2

Construction Methodology Statement

Construction & Delivery Statement DIRFT III October 2012

DIRFT III : Construction Methodology Statement

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Contents

1.0 Introduction 1

2.0 Programme of Works 2 Timetable 2

3.0 Description of Works 5 Earthworks and cut-and-fill 5 Demolition and site clearance 5 Construction of rail and rail bridges 6 Construction of roads, sewers and services (transport and utilities infrastructure) 7 M1 boundary works 7 General construction works 8

4.0 Site Logistics 9

5.0 Environmental Mitigation Measures 11 Construction Environmental Management Plan 11 Waste management and minimisation 12 Traffic and access management 13 Control of noise, vibration and dust 13 Pollution Control 13 Considerate Constructor Scheme 14 Communication Strategy 14


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1.0 Introduction

1.1 The Infrastructure Planning (Environmental Impact Assessment) Regulations 2009 (as amended in 2012) require that both the permanent and also temporary environmental effects of a development are assessed. To assist in identifying the effects arising during the construction phase, this statement establishes the key construction parameters that will be used to bring forward the construction of the scheme.

1.2 At this stage of carrying out the EIA, a contractor has not yet been appointed to undertake the construction works. However, the information and parameters within this document will form part of any tender documentation issued and the appointed contractor will be required to comply with the outline methodology described, as well as in any relevant requirements of the Development Consent Order (DCO).

1.3 This statement describes the anticipated programme of demolition and construction works and the key activities that will be undertaken on the site in relation to the development.

1.4 The broad principles of a framework site wide Construction Environmental Management Plan (CEMP) are identified in Section 5.0 of this report. As part of the tendering process the main contractors will be required to submit a statement demonstrating how they will comply with the CEMP and, after appointment, provide detailed documentation to demonstrate this compliance.


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2.0 Programme of Works

Timetable

2.1 Given the scale of the proposed development, it is the current expectation that the construction will take approximately 17 years. Whilst the construction work is likely to be broadly continuous, with for example elements of earthworks, landscaping and infrastructure provision overlapping, for the purposes of assessment it has been divided into four broad phases of development. It is anticipated that Phase 1 will commence in 2014.

2.2 The phasing plans for the proposals are provided at Appendix 1 to this document.

2.3 Each phase will consist of infrastructure works to prepare the land prior to built development being commenced. A broad timetable for all four phases is identified in Table 2.1 below.

Table 2.1 Sequence of works for the development

Phase Date Detail

2014-2016

Infrastructure works

See below for further details

1

2015-2016

Development

Up to 100,000 sqm of storage, distribution and industrial units with ancillary office accommodation.

2016 Infrastructure works


2

2016-2019

Development


2019-2022



3

2019-2026

Development


2025-2026



4

2026-2031

Development

Balance of storage, distribution and industrial units with ancillary office accommodation.

Phase 1 Works

1 Ecological and archaeological investigations


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2 Earthworks

3 Ground investigations

4 Ecological licensing trapping and translocation

5 Offsite electricity supply and primary sub-station

6 Demolition of masts, farm houses and B Station

7 Decommissioning of existing telecoms infrastructure and other services

8 Lilbourne Meadows earthworks (Stages 1 and 2) and associated landscaping and habitat creation

9 Landscaping including A5 and M1 boundaries landscaping

10 Roads

11 Sewers and services both on and off site

12 Access roads and haul routes

13 Phase 1 rail works (extension of single line branch across the A5, commencement of Phase 1 intermodal sidings).

14 Phase 1 rail bridges: new bridge crossing the A5, new bridge crossing internal road, 3 nos. bridleway bridges.

15 Rail control building

16 Path diversions

Phase 2 Works

1 Earthworks and associated archaeological investigations to include excavation in other zones that have been cleared of ecology to secure fill material

2 Roads, sewers and services, access roads and haul routes (including new roundabout on the A5 to provide access to DIRFT III)

3 Lorry Park (first phase)

4 Completion of Phase 1 rail works (Rail hub building 4 nos. intermodal sidings, warehouse sidings as required and first gantry cranes)

5 DIRFT III Terminal access

6 Move rail operations to new terminal

7 Existing Railport removed once Phase 2 of rail works is completed and rail operations moved to new terminal

8 Landscaping works

9 High pressure gas pipe diversion


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Phase 3 Works

1 Landscape works

2 Earthworks and associated archaeological investigations to include excavation in building zones F & G to secure fill material for Stage 2 built area

3 High pressure gas pipe diversion if not carried out in Stage 2

4 Roads, sewers and services

5 Lorry Park (second phase)

Phase 4 Works

1 Phase 3 rail works (twin track from reception sidings to DIRFT III including reconstruction of A5 box to accommodate twin tracks and new viaduct or embankment adjacent to DIRFT II if necessary)

2 A428 bridge and A5 bridge twin tracking works if required

3 Landscape works

4 Earthworks and associated archaeological investigations

5 Completion of M1 boundary works

6 Roads, sewers and services


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3.0 Description of Works

3.1 The following provides a broad description of the likely nature of activities for the different workstreams included in the construction of DIRFT III.

Earthworks and cut-and-fill

3.2 Firstly, ecological habitat creation works will be undertaken to provide an appropriate environment for newts. Amphibian fencing will be erected, and the newts collected and translocated to the new habitat. When the area is cleared haulage routes will be determined, established and maintained as far as possible to minimise reversing. Fencing will be positioned to create safeworking zones as well as to provide an on-going protection for amphibians. Other areas that are outside the works will be fenced. On site haul roads and bridges will be constructed at agreed locations.

3.3 The areas to be excavated will be set out by the Contractor. After confirmation that the site is clear of protected species, remaining masts and other buildings will be demolished and services will be decommissioned. Topsoil will be then stripped and taken to stockpile for re-use on the development or direct to the Lilbourne Meadows ridge. Material will be excavated using excavators bulldozers, scraper boxes and where appropriate loaded onto dumper trucks to areas of fill.

3.4 Fill material will be compacted in accordance with an appropriate earthworks compaction plan to achieve primary earthworks plateau levels.

3.5 Whilst the cut and fill is planned to achieve a balance, if there were to be any surplus excavated material, disposal would be carried out by appropriately licensed contractors to disposal sites licensed to accept material of the quality excavated.

3.6 Table 3.1 below shows the anticipated overall volumes of cut and fill.

Table 3.1 Anticipated earthworks volumes

Topsoil cut (m)

Topsoil fill (m) as landscaped ridge or re-used in landscaped areas

Structural cut (m)

Structural fill (m)

686,000 686,000 3,024,000 3,024,000

Demolition and site clearance

3.7 During site preparation, appropriate security fencing will be erected in order to maintain site security and safety around the construction areas.


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The fencing will be maintained throughout the construction of the works in question to ensure safety of the public and visitors.

3.8 Demolition will be carried out in accordance with relevant legislation current at the time of the demolition, and with standard industry procedures.

3.9 Existing services on the site will be surveyed, tested and diverted or cut off as appropriate. Key and retained services will be temporarily protected and weather proofed to ensure a safe clearance process.

3.10 Prior to demolition of any buildings, internal soft furnishing will be stripped and removed. An intrusive inspection will also be undertaken to identify the presence of any potential hazardous materials, including asbestos. If found present, these will be removed from the site and disposed of by appropriately licensed contractors following prescribed health and safety procedures.

3.11 Throughout the demolition process, materials will be carefully selected and sorted for re-use, recycling or sensitive disposal. It is anticipated, subject to approval by relevant authorities, that some materials can be retained on site and crushed to provide recycled materials.

3.12 Table 3.2 provides an indication of the major types of materials likely to arise from demolition.

Table 3.2 Indicative materials arising from demolition

Material Material sources

Concrete Superstructures, floor slabs, retained walls

Brick External and internal walls

Glass Windows

Metal components Windows, plant, superstructures

Timber and plasterboard Partitions and ceilings

Hardstanding, tarmac Internal pathways, car parks

Earth spoil Excavation

Steel Radio masts

Construction of rail and rail bridges

3.13 A rail bridge will be constructed over the route of A5 to form part of the new railway infrastructure.

3.14 The rail link will connect to the existing rail link at the northern end of DIRFT II, before passing over the A5 via the new bridge and descending into the new rail terminal at the heart of the DIRFT III site. Here the railway will fan out to provide eight new rail sidings flanked by container stacks and HGV roads. Rail mounted gantry crane rails will be installed within the terminal and the gantry cranes will also be assembled on site.


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3.15 A rail control building will also be constructed, to include a control room, estate management offices, meeting rooms and other welfare facilities.

3.16 One rail bridge crossing an internal road and 3 nos. bridleway bridges will also be built.

3.17 The rail infrastructure will be delivered during Phases 1, 2 and 4 of the assumed construction programme to match demand.

3.18 Phase 1 comprises extension of a single line branch across the A5, construction of Phase 1 intermodal sidings, locomotive stabling and servicing facilities, a new bridge crossing the A5, a new bridge crossing an internal road and 3 nos. bridleway bridges.

3.19 Phase 2 comprises 4 nos. intermodal sidings and 2 nos. warehouse sidings.

3.20 No rail works are anticipated during Phase 3 of the construction programme.

3.21 Phase 4 includes twin tracking from the DIRFT II reception sidings, including the reconstruction of the A5 box to accommodate twin tracks, twin track works to the A428 and A5 bridges and a new viaduct adjacent to DIRFT II.

Construction of roads, sewers and services (transport and utilities infrastructure)

3.22 A network of internal access roads will facilitate access within the site and serve each building, linking to individual service yards and car parking.

3.23 The scheme includes the creation of a network of footpaths and cycleways connecting to the surrounding area.

3.24 The roads will be built to appropriate standards. The roads will be constructed by approved contractors who will be required to follow best practice guidelines and ensure that road users both within and external to the Site are not unduly affected by the construction process.

3.25 During construction a number of access and haul roads will be established to support each stage of delivery.

M1 boundary works

3.26 The development includes the lowering of site levels by up to 20m in the vicinity of the M1 boundary. Material will be excavated from parts of the site near the boundary and cutting slopes constructed to the existing site boundary. The cutting slopes and retaining walls will be designed to ensure stability of the M1 to Highways Agency standards.


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3.27 There is also a proposed localised diversion of a bridleway to run along the boundary of the DIRFT site and the M1.

General construction works

Warehouses

3.28 Distribution warehouse units will be built as stand alone units or linked to the new intermodal sidings and railway sidings. Each unit will have a loading dock and service yard.

Lorry Park

3.29 The Lorry Park will provide spaces for over 300 lorries. It will include a rest area with showers and toilets.


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4.0 Site Logistics

Plant and equipment

4.1 Consideration has been given to the types of plant and equipment that are likely to be used during the demolition and construction works. An indication of typical types of plant and equipment associated with each key element of the construction process is set out within Table 4.1.

Table 4.1 Indicative plant and equipment used during construction

Earthworks and archaeology

Demolition and clearance

Ground investigations &

works

Landscaping

Utilities

Construction of rail and rail

bridges

Construction of roads, sewers

and services

General construction work

Bulldozers

Lorries / vans

360 degrees excavators

Dumper trucks

Fork lift trucks

Tipper lorries

Crushers

Rollers/ Vibrating plates

Compressors

Diesel/ fuel bowsers

Cranes and hoists

Generator

Welding plant

Rail tampers

Concrete plant

Concrete splitters and saws

Cutters, drills and small tools

Hydraulic benders and cutters

Tarmac laying equipment

Scaffolding and hydraulic

access platforms


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Earthworks and archaeology

Demolition and clearance

Ground investigations &

works

Landscaping

Utilities

Construction of rail and rail

bridges

Construction of roads, sewers

and services

General construction work

Floodlights

Hours of working

4.2 Hours of working are the subject of a requirement. Construction work (excluding archaeological investigations, landscaping and any non-intrusive internal fit-outs) shall not take place other than between 7.30am 7.00pm weekdays and 8.00am 1.00pm on Saturdays (excluding public holidays) unless otherwise agreed in writing by the relevant local planning authority. Sunday and bank holiday working is permitted for works which do not cause noise that is audible outside the boundary of the site.


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5.0 Environmental Mitigation Measures

Construction Environmental Management Plan

5.1 All construction sites have the potential to cause temporary nuisance and disruption to site users, neighbouring occupants, car users, pedestrians, local wildlife and other sensitive receptors.

5.2 Each construction contract will include a contract specific Construction Environmental Management Plan (CEMP) prepared in accordance with the site wide framework CEMP which would place stringent procedural performance obligations upon Contractors. A clear management structure and description of the responsibilities and authority of a specific Environmental Coordinator would be included with all agreements. It is anticipated that regular meetings would take place to review progress and to agree necessary actions. Notwithstanding this, it is recognised that positive action and reaction by site operatives at the time of any environmental incident or breach of targets are essential components for effective environmental management.

5.3 The framework CEMP will include the following headings:

1 Site Description

2 Summary of proposed works

3 Environmental Policy

4 Environmental Management System

- Environmental roles and responsibilities of the Environmental Coordinator

- Assessment of significant environmental aspects

- Pollution control

- Wheel washing

5 Construction Traffic Routing

6 Waste and Recycling

7 Discharge to Water and Land

- Construction methods

- Construction drainage strategy

8 Noise and Vibration

- Noise

- Maintenance

- Vibration

9 Air Quality

10 Lighting

11 Ecological Management


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- Background

- Features of interest on site

- Applicable legislation, licences and consultation

- Implementation of mitigation works

- General ecological considerations

- Ecological monitoring of effects and control

12 Communication strategy

5.4 Individual Contracts would incorporate appropriate requirements in respect of environmental control, based largely on the standards of good working practice outlined in the CEMP in addition to statutory requirements. Contractors would therefore be required to demonstrate how they would achieve the provisions of the CEMP, how targets would be met, and how potential adverse environmental effects would be minimised.

5.5 Environmental issues would be considered in the procurement of raw materials and manufactured building components and all such materials would be appropriately stored on the site to minimise damage by vehicles, vandals, weather or theft. Pollution control would include the use of bunded compounds for the storage of tanks and drums of liquid chemicals and fuels. Packaging materials would be returned, where possible.

Waste management and minimisation

5.6 Waste would inevitably be generated during all stages of the demolition and construction works. Major sources of waste within the demolition and construction process are anticipated to include:

1 Demolition, site clearance and spoil from excavations - concrete, brick rubble, steel, plastics, wood, soil, etc;

2 Packaging - plastics, pallets, expanded foams etc;

3 Secondary waste materials generated from inaccurate ordering, poor usage, badly stored materials, poor handling, spillage etc; and

4 Measures will be taken to avoid contamination run off as set out in the site specific CEMP.

5.7 A Site Waste Management Plan would be developed by each Contractor in accordance with prevailing legislation detailing how wastes would be disposed and managed during the demolition and construction. All relevant contractors would be required to investigate opportunities to minimise waste arisings at source and, where such waste generation is unavoidable, to maximise the recycling and re-use potential of demolition and construction materials. Wherever feasible, such arisings would be re-used on the Site.


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5.8 The designation of all waste or other materials removed from the Site would be notified to the relevant authority by the Contractor/Construction Manager for approval. Loads would only be deposited at authorised waste treatment and disposal sites.

5.9 No burning of demolition and construction waste would be undertaken on site.

5.10 The issue of hazardous waste is addressed in more detail below at Section 5.18.

Traffic and access management

5.11 All construction traffic entering and leaving the Site would be closely controlled HGVs making deliveries to the site or removing demolition material etc, would avoid prohibited routes which would have been previously agreed with the local Highways Authority and other relevant bodies.

5.12 Detailed information regarding these issues and measures to minimise the risk of traffic congestion would be presented in detail through a Construction Traffic Management Plan that would be compiled by the Contractor and agreed with the appropriate authority prior to commencement of site works. Reference should be made to Chapter D, the Transport Assessment for details.

Control of noise, vibration and dust

5.13 In a project of this scale and nature, it is recognised that noise, vibration and dust could give rise to local disturbance. These effects are an inevitable consequence of the demolition works, HGV traffic, ground excavations, piling works and other heavy construction activities. Site-specific measures would be covered in the CEMP and therefore be implemented by contractors to minimise the disturbance to local residents, businesses and other potentially sensitive receptors.

5.14 With regard to potential dust nuisance, dust control measures would be implemented to prevent the release of potentially contaminated dust entering the atmosphere and/or being deposited on nearby receptors. These would include, where appropriate, the use of water sprayers and hoarding, dust covers, the restriction of drop heights onto lorries and appropriate storage locations of dusty materials.

5.15 These issues have been subject to Environmental Impact Assessment and the findings of these assessments provided in the DIRFT III ES.

Pollution Control

5.16 Prior to demolition and construction, the Contractor would be required to prepare a safety statement demonstrating how the safety of construction


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workers and the public would be addressed in terms of potentially harmful substances.

5.17 Measures for the control of construction-derived surface water run-off would be set out in the CEMP. As such, particular care would be taken to prevent any release or mobilisation of pollutants, which could pose a potential risk to receptors such as groundwater.

5.18 Pollution prevention measures would be put in place to isolate environmentally damaging substances and prevent of their release. These measures would be agreed in consultation with the Environment Agency and the relevant utilities provider.

5.19 An Emergency Plan would be implemented, forming part of the CEMP, outlining procedures to follow in the instance of any accidents involving spillages. This would involve the provision of on-site equipment for containing spillages, such as emergency booms and chemicals to soak up spillages. Should an incident occur, the Environment Agency and relevant utilities provider would be contacted immediately.

5.20 These issues have been subject to Environmental Impact Assessment and the findings of these assessments provided in the DIRFT III ES.

Considerate Constructor Scheme

5.21 All contractors working on the development will be required to register the individual construction contracts with the Considerate Constructors scheme and will be required to commit to the achievement of the points under the scheme.

Communication Strategy

5.22 A newsletter would be produced at regular intervals to notify of progress, anticipated works, potential disruption and supplementary issues of interest to the local community and businesses.


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Appendix 1 Phasing Plans

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Pond

Pond

Pond

Pond

+100m AOD

Temporaryemergencyaccess

0m 500m100m0m 500m100m0m 500m100mN

SHEET 2

SHEET 3

SHEET 1

The Daventry International Rail

Freight Interchange Expansion

(DIRFT III) Order [20...]

Existing Buildings

Consented DIRFT II Buildings

Extent of Stage#1A

Order Limits

Key:

Extent of Stage#1B

Extent of Stage#2

Extent of Stage#3

Extent of Stage#4

The phasing of rail infrastructure

is not directly linked to the

development of buildings and is

set out in the Rail OperationsReport.

Earthworks as part of Stage#1B

Drawing status:

CAD reference:

Drawn:

Team:

Date:

Scale:

Project no: Rev:

Ref:

Dwg no:

1 Monkspath Hall Road

Solihull, West Midlands B90 4FY

t: 0121 7116929 f: 0121 2248759

www.stephengeorge.co.uk

Phasing Plan (Key Plan)

Reg. 5(2)(o)/ Document 2.15

Approval

10127A049

BW

JN

05/2011 (Original)

1:5,000@A0

10127 A049 (KEY) D

This drawing, the works and concepts depicted are copyright of Stephen George & Partners and may not be reproduced or made use of, either directly or indirectly without express written consent. All heights, levels, sizes and dimensions to be checked on site before any work is put to hand.

Notes:

Ordnance Survey Data:

Crown Copyright 2009. All rights reserved.

Licence No: 100020449

The stages of development shown on this

drawing are to inform the Environmental

Impact Assessment and illustrate which

elements of the scheme are likely to be

built together and the anticipated

sequence of construction of the major

elements of earthworks, buildings,

infrastructure and landscaping. There are

other sections of work that are less

significant to the EIA such as ancillary

buildings, foul and surface water drainage

and the provision of mains services that

are not shown on this phasing drawing.

Such elements are still essential and their

phasing will be planned in detail in the

pre-construction stage for each stage of

development when the precise scope of

each phase is known.

Stages can overlap and are indicative.

Location of sources of fill are indicative.

Revisions:

A BW 26.05.2011

Stage 1B eathworks revised and Stage 1A

earthworks removed

B PS 25.05.2012

Red line boundary and notation amended;

additional sheets added with this drawing

to serve as a key plan

C BW 30.07.2012

Red line boundary amended; phasing

zones updated to reflect new boundary

D PS 08.08.2012

Annotation amendment

Dra

in

Issues

Dra

in

Issues

Dra

in

Pond

Pond

Pond

Pond

Drain

Sinks

Pond

Pond

Pond

Pond

Pond

Balancing Pond

Dra

in

Pond

Pond

Ponds

Pond

Sl

Nortoft

Farm

Cedars

The

Depot

Strongs Farm

Nortoft Farm

Nortoft Lodge

Cloverlea

El Sub Sta

Farm

ESS

El Sub Sta

Tank

Hotel

El Sub Sta

21

WB

Halfway House

(PH)

Garage

El Sub Sta

ESS

El Sub Sta

ED

& W

ard

Bdy

1.2

2m

RH

1.2

2m

RH

EER Bdy and Co Const Bdy

1.2

2m

RH

1.22m RH

1.22m RH

ED

& W

ard

Bdy

1.2

2m

RH

CD

1.2

2m

RH

A 5

A 428

CELT

IC W

AY

A 428

RA

ILP

OR

T A

PP

RO

AC

H

A 5

CE

LTIC

WA

Y

A 428

ELD

ON

WA

Y

A 5

A 428

A 428

A 5

A 5

PARK

LAND

S

M 1

M 1 Junction 18

El Sub StaEl Sub StaEl Sub StaEl Sub StaEl Sub Sta

Pond

RA

ILP

OR

T A

PP

RO

AC

HZone H

0m 100m 200mN

CUT LINE, PLEASE SEE A049 (SHEET 2)




Existing Buildings


Extent of Stage#1A

Order Limits

Key:

Extent of Stage#1B

Extent of Stage#2

Extent of Stage#3

Extent of Stage#4






This drawing, the works and concepts depicted are copyright of Stephen George & Partners and may not be reproduced or made use of, either directly or indirectly without express written consent. All heights, levels, sizes and dimensions to be checked on site before any work is put to hand.Ref:

Phasing Plan (Sheet 1)

Reg. 5(2)(o)/ Document 2.15A

Approval

10127A049

PS

JN

05/2012 (Original)

1:2,500@A0

10127 A049 (SHEET 1) B

Project no: Rev:Dwg no:

Drawing status:

Cad reference:

Drawn:

Team:

Date:

Scale:




t: 0121 711 6929 f: 0121 224 8759


Notes:
























Revisions:

A BW 30.07.2012



B PS 08.08.2012


Depot

Depot

Halfway House

(PH)

Sub

Sta

El Sub Sta

ESS

El Sub Sta

El

El Sub Sta

Haythog Cottage

Tanks

Haythog Farm

Cottage

Haythog

New House Farm

Shenley Farm

Pavilion

Rugby Radio Station

1.22m RH

1.22m RH

CD

1.2

2m

RH

Def

CD

ED

& W

ard

Bdy

Def

De

f

ED & Ward Bdy

EE

R a

nd

Co

Co

ns

t B

dy

Def

Def

Def

Def

EE

R a

nd C

o C

onst B

dy

Def

1.22m

RH

Ward

Bdy

Def

EE

R a

nd C

o C

onst B

dy

War

d Bd

y

1.22m

RH

1.22m

RH

Def

Def

1.22m R

H

Def

1.22m RH

1.22m R

H

Def

Def

1.2

2m

RH

Def

Pond

Pond

Spring

Pond

Pond

Ponds

Pond

Pond

Sl

Dra

in

Pond

Ponds

Pond

Pond

Balancing

Pond

Balancing

Sl

Dra

in

Dra

in

Dra

in

Dra

in

Dra

in

Drain

Pond

Dra

in

Dra

in

Drain

Pond

Ponds

Pond

Dra

in

Dra

in

Issues

Drain

Drain

Drain

Pond

Drain

Drain

Drain

Pond

Pond

Drain

Pond

Dra

in

Pond

Pond

Drain

Pond

Pond

Ponds

Pond

Dra

in

Dra

in

Pond

Pond

Pond

Pond

Dra

in

Pond

Pond

A 428

A 5

DA

NE

S W

AY

PARK

LAND

S

A 5

DANE

S W

AY

A 5

M 1

A 5

M 1

M 1

RFT Staff

Welfare

Building

RFT

Fueling/

MaintenanceArea

1:1 SLOPE APPROX

70m SSD

New House Farm

Pond

Ponds

Pond

Dra

in

Drain

Drain

Ponds

Dra

in

Dra

in

Def

Dra

in

Dra

in

Pond

Dra

in

1:1 SLOPE APPROX1:1 SLOPE APPROX1:1 SLOPE APPROX

70m SSD70m SSD70m SSD

Shenley Farm

Pond

Drain

De

f

EE

R a

nd

Co

Co

ns

t B

dy

Pond

Dra

in

Drain

Drain

Drain

Pond

Pond

1.22m R

H

Pond

Pond

Issues

Drain

Drain

Drain

Pond

Drain

Pavilion

Rugby Radio Station

Pond

Pond

Drain

ED & Ward Bdy

Pond

Dra

in

Pond

1.22m R

H

Def

1.22m RH

ED & Ward BdyED & Ward BdyED & Ward Bdy

Def

Def

Def

Def

Ward

Bdy

Ponds

A 5

A 5

Dra

in

Pond

Dra

in

Ponds

RFT StaffRFT StaffRFT StaffRFT StaffRFT StaffRFT StaffRFT StaffRFT StaffRFT StaffRFT StaffRFT StaffRFT StaffRFT StaffRFT StaffRFT StaffRFT StaffRFT StaffRFT Staff

WelfareWelfareWelfareWelfareWelfareWelfareWelfareWelfareWelfareWelfareWelfareWelfare

BuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuilding

RFTRFTRFT

Fueling/Fueling/Fueling/Fueling/Fueling/Fueling/Fueling/Fueling/Fueling/Fueling/Fueling/

MaintenanceMaintenanceMaintenanceMaintenanceMaintenanceMaintenanceMaintenanceMaintenanceMaintenanceMaintenanceMaintenanceMaintenanceMaintenanceMaintenanceMaintenanceMaintenanceAreaAreaArea

1.22m

RH

1.22m

RH

1.22m

RH

1.22m

RH

1.22m

RH

1.22m

RH

1.22m

RH

1.22m

RH

DANE

S W

AY

DANE

S W

AY

DANE

S W

AY

PondPond

PondPond

Dra

in

PondPondPondPond

Temporaryemergencyaccess

0m 100m 200mN






Existing Buildings


Extent of Stage#1A

Order Limits

Key:

Extent of Stage#1B

Extent of Stage#2

Extent of Stage#3

Extent of Stage#4






Drawing status:

CAD reference:

Drawn:

Team:

Date:

Scale:

Project no: Rev:

Ref:

Dwg no:



t: 0121 7116929 f: 0121 2248759



Reg. 5(2)(o)/ Document 2.15B

Approval

10127A049

PS

JN

05/2012 (Original)

1:2,500@A0

10127 A049 (SHEET 2) B

This drawing, the works and concepts depicted are copyright of Stephen George & Partners and may not be reproduced or made use of, either directly or indirectly without express written consent. All heights, levels, sizes and dimensions to be checked on site before any work is put to hand.

Notes:
























Revisions:

A BW 30.07.2012



B PS 08.08.2012


Clif

ton

Bro

ok

Dra

in

Dra

in

Dra

in

Pond

Pond

Pond

Pond

Pond

Pond

Dra

in

Pond

Dra

in

Pond

Pond

Pond

Pond

Pond

A 5 M

1

M 1

HIL

LMO

RTO

N L

ANE

RUGB

Y ROA

D STON

EH

OU

SE

CO

UR

T

HIL

LM

OR

TO

N L

AN

E

YELVERTOFT ROAD

M 1

Meadows

The

27

25

6 1

9

39

5

15

4

The

2

2

28

1

6

8

1

11

Green Farm

12

Lilbourne Fields

37

Farmhouse

Def

EE

R a

nd C

o C

onst B

dy

Def

OUT

OUT

OUT

Male

WC/S

hw

rs

Fem

ale

WC/S

hw

rs

Acc.

WC/S

hw

r

Clean

ers

Lobby

Lorry Park

Amenity

Building

+100m

AOD

+105m

AOD

+110m

AOD

+114m

AOD

+100m AOD

+105m AOD

+110m AOD

+113m AOD

70m SSD

Dra

in

Pond

Def

70m SSD70m SSD70m SSD70m SSD70m SSD70m SSD70m SSD

Pond

Pond

OUT

OUT

OUT

Male

Male

WC/S

hw

rs

WC/S

hw

rs

WC/S

hw

rs

WC/S

hw

rs

WC/S

hw

rs

WC/S

hw

rs

WC/S

hw

rs

WC/S

hw

rs

WC/S

hw

rs

WC/S

hw

rs

WC/S

hw

rs

WC/S

hw

rs

WC/S

hw

rs

WC/S

hw

rs

WC/S

hw

rs

WC/S

hw

rs

WC/S

hw

rs

Fem

ale

WC/S

hw

rs

WC/S

hw

rs

WC/S

hw

rs

Acc.

Acc.

Acc.

Acc.

Acc.

Acc.

Acc.

Acc.

Acc.

Acc.

Acc.

Acc.

Acc.

Acc.

Acc.

Acc.

Acc.

Acc.

Acc.

Acc.

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

WC/S

hw

r

Clean

ers

Clean

ers

Clean

ers

Clean

ers

Clean

ers

Lobby

Lorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry ParkLorry Park

AmenityAmenityAmenityAmenityAmenityAmenityAmenityAmenityAmenityAmenityAmenityAmenityAmenityAmenityAmenityAmenityAmenityAmenityAmenityAmenityAmenityAmenityAmenityAmenityAmenity

BuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuildingBuilding

+100m AOD

+105m AOD

+110m AOD

+113m AOD

+113m AOD

+113m AOD

+113m AOD

+100m

AOD

+105m

AOD

+110m

AOD

+114m

AOD

+114m

AOD

+114m

AOD

Dra

in

Dra

in

Dra

in

Pond

Pond

+100m AOD

Pond

PondPond

PondPondPondPond

Zone A

Intermodal

terminal entry/

exit gateway

Lorry Park - 311 spaces

Public

Artwork

Lilbourne Meadows

0m 100m 200mN





Existing Buildings


Extent of Stage#1A

Order Limits

Key:

Extent of Stage#1B

Extent of Stage#2

Extent of Stage#3

Extent of Stage#4






This drawing, the works and concepts depicted are copyright of Stephen George & Partners and may not be reproduced or made use of, either directly or indirectly without express written consent. All heights, levels, sizes and dimensions to be checked on site before any work is put to hand.Ref:


Reg. 5(2)(o)/ Document 2.15C

Approval

10127A049

PS

JN

05/2012 (Original)

1:2,500@A1

10127 A049 (SHEET 3) B

Drawing status:

CAD reference:

Drawn:

Team:

Date:

Scale:




t: 0121 711 6929 f: 0116 254 1095


Notes:
























Revisions:

A BW 30.07.2012



B PS 08.08.2012


Documents

APPENDIX C2 Construction Methodology Statement