ms reference: g/777/11671/dw/00 rev 00 health ......wildernesse house, sevenoaks page 3 of 19 777...

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MS Reference: G/777/11671/DW/00

Rev 00

HEALTH, SAFETY & ENVIRONMENTAL METHOD STATEMENT

WORKS INFORMATION

Contractor: 777 Demolition Method Statement Ref. No: G/777/11671/DW/00

Client Name: Pegasus Life Method Statement Rev No: 00

Work Location: Wildernesse Estate, Sevenoaks Other areas:

Work Scope Task(S) (Brief Description):

Demolition of Buildings

Prepared By: D.Willcott

Site Supervisor: TBC

The responsibility for the Health, Safety & Environmental aspects of the contract works rests fully and unreservedly with 777 Demolition. Acceptance of this Method Statement by The Client does not in any way absolve the contractor from his legal and moral obligations to ensure a Safe System of Work. All personnel involved with the scope of work must be fully briefed on the Method Statement and associated Risk and COSHH Assessments and all work must be carried out strictly in accordance with the procedures in this Method Statement. Daily and task work briefing sessions must be held either daily if operatives are being engaged in a single activity for that entire day or if operatives undertake different tasks during the day a task briefing must be undertaken for each and every task. All method statement, risk, COSHH, Manual Handling, task or work briefings must be recorded in the site health and safety register.

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MS Reference: G/777/11671/DW/00

Rev 00

HEALTH, SAFETY & ENVIRONMENTAL METHOD STATEMENT

Contractor:

777 Demolition

Work element: Demolition of Buildings

Method Statement No.

G/777/11671/DW/00

Rev Date Description of modifications

00 27.05.15 For Issue 00 00 00

Wildernesse House, Sevenoaks

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777 Demolition & Haulage Co. Ltd T: 020 8689 6861 F: 020 8689 7176 158 Beddington Lane E: [email protected] Croydon, Surrey, CR0 4TE www.777group.com A part of the 777 Group

CONTENTS

1. INTRODUCTION 2. SCOPE OF WORKS / METHOD OF WORK 3. LABOUR 4. TRAINING 5. LIFTING EQUIPMENT 6. PORTABLE TOOLS 7. MECHANICAL PLANT 8. PROTECTION OF EMPLOYERS ASSETS 9. WELFARE FACILITIES 10. STORAGE AND HANDLING OF HAZARDOUS SUBSTANCES AND MATERIALS 11. TEMPORARY STRUCTURES/FALSEWORK 12. WORKING AT HEIGHTS 13. WORK PERMITS AND LICENSES 14. FIRST AID 15. FIRE 16. EXCAVATION 17. PERSONAL PROTECTIVE EQUIPMENT 18. ACCIDENTS, INCIDENTS AND RIDDOR 19. EMERGENCY PROCEDURES 20. TRANSPORTATION 21. HOUSEKEEPING 22. ACCESS AND EGRESS TO AUTHORISED PERSONNEL 23. NOISE 24. AIR QUALITY AND DUST 25. WASTE MANAGEMENT 26. TRAFFIC MANAGEMENT 27. FUEL 28. RECORDS AND DOCUMENTATION


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1. INTRODUCTION

777 Demolition have been contracted by PegasusLife to carry out the demolition works located at the Wildernesse Estate, Sevenoaks. There has been R&D Surveys undertaken of the buildings and all asbestos based products identified will be removed by fully licenced contractors prior to the demolition works commencing. 777 Demolition will be acting as principle contractor for the duration of the works. Programme dates may be subject to change in the event of unforeseen delays. The site is only to be accessed using the Client’s proposed access route indicated below; this information will be circulated to all relevant parties;

The construction route for the Demolition & Enabling works, demolition works and initial construction activities will be from the A25 via Seal Drive and into Wildernesse Ave. This route will remain in use until such time as the construction access plan for the Construction Phase has been agreed by Kent County Council and the proposed new Access Road has been constructed.

This route is expected to be utilised during the Enabling and Demolition package works as well as the new Construction Works up until the new access road off Park Lane is constructed (July 2015 up until the end of February 2016), at which point the access route will be switched to the approved option set out in the Construction Management Plan.

The Deed of Easement dated 19 July 2013 relating to Wildernesse Avenue and Seal Drive, Seal, Sevenoaks Kent between the Trustees and RLSBP (and subsequently Pegasus Life) permits Pegasus Life the right to pass and repass with or without vehicles of all descriptions, plant, machinery at all times and for all purposes connected with the use of the Land including development or redevelopment of the Land over and along the Trust’s Land


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The vehicles accessing the site will vary between small vans, 40ft skip lorries, four axle trucks to flatbed articulated vehicles. The weights of these vary depending on the load.

The table below identifies the estimated Construction vehicle numbers that will be generated by the works associated with the initial stages of the project.

Stage

Total Per

Week

Adjusted Total Per Day Average Average per hour Week

1 Demo 21 4.2 0.47 2 Demo 21 4.2 0.47 3 Demo 21 4.2 0.47 4 Demo 22 4.4 0.49 5 Demo 22 4.4 0.49 6 Demo 22 4.4 0.49 7 Demo 22 4.4 0.49 8 Demo 22 4.4 0.49 9 Demo 22 4.4 0.49

10 Demo /Construction 23 4.6 0.51







17 Construction 65 13 1.44 18 Construction 65 13 1.44 19 Construction 75 15 1.67 20 Construction 86 17.2 1.91 21 Construction 89 17.8 1.98 22 Construction 91 18.2 2.02 23 Construction 91 18.2 2.02 24 Construction 92 18.4 2.04 25 Construction 94 18.8 2.09 26 Construction 91 18.2 2.02 27 Construction 80 16 1.78 28 Construction 67 13.4 1.49


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29 Construction 56 11.2 1.24 30 Construction 49 9.8 1.09 31 Construction 51 10.2 1.13 32 Construction 55 11 1.22 33 Construction 54 10.8 1.20 34 Construction 66 13.2 1.47 35 Construction 54 10.8 1.20

In relation to large loads that require escorts, contact will be made with KCC in advance of the arrival of these vehicles and appropriate measures will be implemented in order to minimise disruption for both vehicular traffic and pedestrians in the surrounding area.

A portable jet wash will be located at the site entrance to operate a wheel wash to ensure that mud and debris is not trafficked onto the estate roads from vehicles exiting the site. Regular monitoring of the highways and footpaths will take place to ensure that the surrounding areas are maintained free of debris.

The Principal Contractor will co-ordinate all deliveries and collections to/from the site; and ensure that:

All delivery and collection vehicles will be made aware of the proposed routing; Deliveries will be made where possible on a ‘just in time’ basis.

All deliveries will be made to the designated areas within the site. If for any reason it is necessary to load and unload outside the site boundary, the details and procedures for this will be agreed in advance with KCC and occupants of neighbouring residential houses.

The communication between vehicles accessing site and the site itself will be maintained to minimise congestion around the site and any possible stacking. Mobile phones will be used to ensure communication is maintained between drivers and the site such that the arrival of vehicles can be suitably planned.

A pre-commencement site meeting shall be held prior to any works commencing on site in order to agree all approved processes with the project team and construction personnel. No notice boards, cables, nails or other items shall be attached to any part of any retained trees. Site operations, such as deliveries or machine operation shall be organised to avoid damages to the trunk of trees or crown of trees on or off site trees.

Proposed measures to manage impact on surrounding residents

• Prior to the commencement of any works a condition survey of Seal Drive, Wildernesse Avenue from the western edge of the site eastwards to Park Lane will be carried out. A record of the survey will be given to the Roads Trust.

• On completion of the works the roads will be surveyed and all necessary repairs caused by the construction traffic will be undertaken.

• A speed limit of 10mph will be imposed on the construction vehicles, once they come off the A25


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• In order to protect the verges along the route, timber posts will be planted, every 3 m along the route on both sides of the route. These will match those recently installed along Wildernesse Avenue. See attached plans LL 454-400-0028, LL 454-400-0051, LL 454-400-0052, LL 454-400-0053, LL 454-400-0054, LL 454-400-0055.

• Three trees at the junction of A25 and Seal Drive on the eastern side are very close to

the road and we propose to protect these trees by wrapping the trunks with chestnut pailing fencing up to a height of 1.5-1.8m above ground.

• The speed bumps on Seal Drive and Wildernesse Avenue will be slightly extended to reduce impact of noise when vehicles cross over them. These will be reinstated on completion of the use of the route.

• Vehicles will not be allowed to queue on the highway. • A wheel wash operation will be located at the site entrance to prevent the spread of

any mud/debris onto surrounding roads. • Management of vehicles on site will be in accordance with guidelines (HSG144 and

INDG199 – HSE guidelines on vehicle movement and management). All site plant/vehicles will be banked by a trained banksman and signs indicating vehicle routes will be posted on site.

• All drivers will be issued with a copy of the traffic route plan prior to coming to site and will receive at traffic management induction at Demolition Contractor’s haulage yard prior to attending site.

• At present visibility when exiting Seal Drive onto the A25 is poor. This is in part exacerbated by the lack of a formal marked give-way line. Cobbled setts provide the demarcation and these are positioned slightly back from where the give-way line could be marked. As a result existing traffic either waits further back than they could or appears to be encroaching onto the carriageway of the A25. Prior to use by construction traffic the visibility could be improved by formally marking the give-way line, refer Drawing 14-345-004; this would enable visibility of 32m to the right and 21m to the left. That to the left is of course measured to the nearside kerb whereas 42m is available to the centreline or 50m to the centre of the oncoming traffic lane. To the right an offset of 1m from the kerbline increases the visibility to 55m whereby oncoming cyclists would be observed or 73m to the centre of the oncoming traffic lane. If desired the existing change in speed limit from 40mph into 30mph which is immediately adjacent to the eastern side of the junction bellmouth could also be relocated further west to cover the whole junction


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2. SCOPE OF WORKS 2.1 Demolition Sequence 2.1.1 Prior to Works Commencing

The Manager will brief supervisors and staff / operatives on the method statement, risk assessment (including controls), COSHH and other assessments associated with the works.

Arrange a site meeting, involving the relevant parties to the project, in order to finalise project details and determine any outstanding information, traffic issues, access/egress routes, etc.

Site Supervisors will carry out all work activity briefing sessions. All staff whom attend the briefing shall sign the briefing sheets to confirm that they

attended and understood the briefing. Briefing sessions of non-English speaking labour will be carried out by a competent

English speaking interpreter. This document will be reiterated and referred to in detail on commencement of each

activity. 2.1.2 Sequence of Works:

The company will maintain suitable and sufficient segregation from members of the public to allow for the execution of the works.

Carry out Conditions Survey Welfare Establishment Erection of Tree protection, Drawing No LL454-400-0028 Erect hoarding around site Service Isolations Asbestos Identification Enabling Soft Strip Asbestos Removal Final Soft Strip of Buildings Slabs & Foundations Site clearance.

2.1.3 Conditions Survey

A Condition Survey of the surrounding roads, footpaths/pavements and adjacent structures. This will be in a document format including photographs and issued to the client before works start.

2.1.4 Welfare Establishment The welfare compound will have Heras fencing erected around it to segregate it from our area of works. Pedestrian routes will also be erected to give operatives safe access to their area of works - these routes will be created by erecting Heras fencing as and when needed. These facilities will fully comply with current CDM Regulations and the proposed position is in the area of the “Ice House”.

2.1.5 Protection to Ice House


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The ice house will have a scaffold crash deck erected over the top of the building to protect against the unlikely event of any falling debris, this will be installed by 777s scaffold contractor who will provide all RAMs and design to carry out the works.

2.1.6 Erection of Tree Protection All required tree protection within the site will be erected in accordance with the issued drawing No LL454-400-0028.

2.1.7 Service Isolations. 777s electrical contractor, MAG Demolition Site Services will carry out this work. They will be responsible to supply all of their own method/risk assessments and will isolate all buildings for demolition.

2.1.8 Asbestos Identification All asbestos indicated within the demolition surveys will require identifying prior to any operatives entering the buildings. The site supervisor will escort the Asbestos supervisor around each of the buildings; all asbestos products will be sprayed red with line paint to clearly show their locations. Any disturbed areas of asbestos will be fully cordoned off and appropriate signage posted. This will be carried out on all floors of all buildings.

2.1.9 Enabling Soft Strip This will be carried out prior to the removal of any asbestos, the aim of this is to ensure a safe and clear access/egress route is available around the building for the asbestos operative’s transit routes. All waste from this will remain in the buildings at this time.

2.1.10 Asbestos Removal The items of asbestos notified to the HSE will be removed by specialist licensed contractors. A separate method statement will be written for this. A 14 day notification period (ASB5) will be submitted to the HSE prior to these works commencing.

2.1.11 Final Soft Strip


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In accordance with the demolition phasing the buildings will require soft stripping prior to demolition to remove rubbish, fixtures and fittings and non-load bearing walls, soft stripping of the building will enable the concrete/hard-core to be processed more efficiently and the contamination of the recycled hard-core is minimised. When all known hazardous materials have been removed and live services terminated the soft stripping of the building can commence. Redundant M/E can be removed upon disconnections being issued by the Client. The M/E removal will be carried out using reciprocating saws fitted with demolition blades and powered by a portable petrol generator. Working progressively through the building the items below will be removed using a combination of hand tools, mattocks, crowbars and alike in a general soft stripping exercise;

Floors, Removal of all floor coverings and carpets etc Removal of all rubbish, furniture, equipment and stockpiled Materials Walls, Removal of non-load bearing walls, plasterboard and partitions, cills, light

fittings and fixed shelving Panelling and sheet finishes to the walls. Ceilings, Removal of any suspended ceiling tiles, plasterboard finishes,

suspension systems and light fittings. Toilets, Stripping out and removal of all toilet fixtures and fittings including toilet

pans, sinks and cubicles. Removal of all surface mounted electrical and mechanical cabling and pipe work.

All waste will be removed from the buildings using the access doors. No material will be thrown out of any windows. The operatives will load wheelbarrows and walk all of the material out of the building to a recycling container positioned in a segregated area to be agreed with the 777 Manager. The operatives will deposit the material on the ground. The material will then be picked up using a 360 machine fitted with a selector grab attachment for the loading of the skip.

2.1.12 Demolition of Buildings The buildings will be demolished using a 360 excavator fitted with a selector grab attachment, at all times of demolition water will be sprayed from a hose and directed onto the area of work to act as a dust suppressant. The 777 supervisor will ensure all segregation is in place and all buildings are empty prior to works commencing. The machine operator will begin by removing a section of the roof, this material will be allowed to fall to the floor. The machine will work from left to right using the selector grab to remove the roof uniformly. With a section of the roof removed the machine will start to demolish down the front elevation of the building, the debris will be allowed to fall onto the floor and slab area of the building. At this stage any window frames, steel beams will be removed and placed into a segregated area for disposal. The buildings will be demolished as sequenced below;


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1

1 2

Stepped demolition sequence – area 1 demolished 1st

Stepped demolition sequence – area 1 demolished 1st, then area 2

1 2 3

1 2 3

4

Stepped demolition sequence – area 1 demolished 1st, then area 2 and then

area 3

Stepped demolition sequence – area 1 demolished 1st, then area 2, then area 3

and finally area 4

The machine will then commence on the side walls of the building. These will be reduced down equally to maintain the stability of the building. The side walls will be reduced back to the next section of the roof to be demolished. Works will cease periodically for the slab area to be cleared of debris to maintain a clear working area. Demolition work will then cease to allow a further 360 excavator fitted with a bucket attachment to enter the area and remove all debris for processing. This material will be stockpiled. The processing will separate any timber or metal from the hard-core with the clean hard-core being stockpiled prior to being crushed and left on site for future use by the Client (area to be agreed). All debris removed will be placed into the relevant skip for disposal and recycling. The operator will work along the building continuing the demolition using the same process. All buildings will be left in a safe and stable condition at the end of each working day. This method of demolition will be repeated until the entire building has been demolished down to the ground floor slab.

2.1.13 Slabs & Foundations The 777 Supervisor will issue the machine operator a permit to dig on a daily basis. The area will be CAT scanned with a fully trained operative. The machine will pepper the entire slab of the building breaking the concrete into manageable size pieces; this can then be pulled up and stockpiled using the excavator fitted with a bucket attachment. This material will be processed to remove any metal reinforcing and moved to a separate area for


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removal from site using eight wheeled tippers. The foundations of the building will be broken up using the hammer attachment; the local area will then be probed for any further obstructions. The foundations will then be removed using the bucket attachment; this will also be processed and stockpiled at the agreed area for crushing.

2.1.14 Crushing

After the demolished material is sorted and the suitable for crushing separated, the material for crushing will be stockpiled in the appropriate location. This stockpile will be watered down on a regular basis. The material will then be loaded into hopper of the crushing machine, which has water jets to mitigate dust spread, material will go through crusher and onto a conveyor belt, which also has water jests, to a stockpile. The stockpile will then be watered down at regular intervals. From the stockpile the material will be used for the construction of the new access road.

Machine above is indicative of crusher to be used.

2.1.15 Working hours

08.00am – 18.00pm Monday to Friday. 08.00am – 13.00pm Saturday.

No noisy work will be carried out outside of these times or on Sundays or Public holidays without written consent.

3. LABOUR FORCE The workforce envisaged for this section of work will be structured but not limited to the following: 1 x SMSTS Site Supervisor 3 x CPCS 360o excavator operator 6 x CSCS/CCDO General operatives This list is not exhaustive. 4. TRAINING All operatives will be competent and trained for the tasks undertaken. The arrangements for on the project training shall take the form of appropriate toolbox talks, work and or task briefings.


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Prior to works commencing, the Supervisor will brief all operatives on the content of the method statement, PPE requirements and drugs & alcohol policy. All Personnel will attend the 777 demolition Induction. Records required: All machine / plant operators are to provide a valid original copy of their proof of training before commencing any machine operation, a copy will be kept on file in the main site office. All other personnel will provide a copy of their proof of training. 5. LIFTING EQUIPMENT None required. 6. PORTABLE TOOLS Portable/Small tools that will be used for this works are as follows: Hand Tools, mattocks, crowbars, reciprocating saws, portable generator & drip tray. 7. MECHANICAL PLANT REQUIREMENTS FOR THE WORKS All plant and equipment used shall be in serviceable condition and subjected to daily or weekly checks in accordance with the relevant procedures and regulations. Copies of all relevant test certificates shall be retained in the main site file. 3 x 360o excavators & attachments 1 x crushing machine with built in waterjets 8. PROTECTION OF EMPLOYERS ASSETS Throughout the works period all practicable measures shall be taken to protect the Employers Assets in accordance with the requirements of the contract. Good housekeeping will be maintained throughout the works. 9. WELFARE FACILITIES The Company will have suitable facilities to fully comply with current CDM Regulations, this will include a site office, drying room, sufficient toilets for both male/female and canteen area with hot/cold water, hand washing facilities and microwave and kettle. These facilities will be available on Day 1 of the works and will remain in place until all works are complete 10. STORAGE AND HANDLING OF HAZARDOUS SUBSTANCES AND MATERIALS During the course of the works it may be necessary to use certain substances and materials which are considered hazardous to health if not used properly. All persons involved in the direct storage and handling of such materials shall be made fully aware of the risks and hazards outlined in the COSHH assessments, and the correct methods of working with such materials. Relevant COSHH data sheets are listed in the Appendix section.


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11. TEMPORARY SUPPORT/STRUCTURES/FALSEWORK Scaffold crash deck to Ice House (By others). Tree Protection. All will be entered into 777s temporary works register. 12. WORKING AT HEIGHTS From suitable size access platforms erected by fully trained PASMA operatives 13. WORK PERMITS AND LICENCES The following permit systems shall be used for the work:- A permit to dig is to be self-issued on a daily basis. 14. FIRST AID A list of the First Aiders shall be displayed on the site Notice Board placed in the Welfare Unit. Trained First Aid personnel will be available on site on each and every shift. The company Accident book and First Aid facilities are located within the site welfare and site managers facilities. 15. FIRE A Fire point will be set up in close proximity to the works. To ensure risks of fire is addressed for each site operation, any hot works will be carried out once all combustible materials have been removed. The Supervisor will be immediately informed in the event of a fire and the Fire brigade and company management contacted as necessary. 16. EXCAVATION There is no deep excavation planned in this section of work other than removal of the concrete slab and the footings. However, if required to excavate further this will be under an instruction from the site manager Before any Excavation takes place the area is to be scanned with a CAT scanner and for fibre Optic cables Open Reach “Dial before you dig” team are to be contacted Telephone: 0800 917 3993 Fax: 01332 578650 E-mail: [email protected] http://www.openreach.co.uk/orpg/networkinfo/locatenetwork/networkprotection.do 17. PERSONAL PROTECTIVE EQUIPMENT (PPE) The minimum PPE requirements for these works are the following: Hard Hat to EN 397 Hi-vis vest or jacket to EN 471 Steel toe-capped safety boots to EN 345


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Gloves to EN 388 Safety Glasses to EN1661F Other PPE to be worn shall depend upon the particular task undertaken. 18. ACCIDENTS, INCIDENTS, AND REPORTING OF INJURIES, DISEASES AND DANGEROUS OCCURRENCES (RIDDOR) 2013 Any of the above occurrences will be notified to the 777 Manager/Supervisor. The Manager will take the appropriate measures to record the occurrence and notify the appropriate bodies, as required. Site Accident / Incident book will be located in the Site Manager’s office. 19. EMERGENCY PROCEDURES In the event of an emergency, operatives are advised to:

Clear the area Raise the alarm Notify the Site Manager who will coordinate the emergency services and facilitate first aid

if appropriate All operatives will go to the designated assembly point: as indicated in Site Induction.

20. TRANSPORTATION & SITE OPERATIVE PARKING All vehicles are to observe the surrounding highway speed limits and the traffic management when travelling off road to reach the accommodation blocks. Vehicles will only use the access/egress route as indicated in Section 1. Site operatives will be provided parking on the western side of the main house. It is envisaged that there will be approximately 10 operatives’ cars


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21. HOUSEKEEPING Good housekeeping practices will be required at all times. The importance and methods of housekeeping shall be relayed to the workforce in the site induction and in toolbox talks. In the event of a complaint from a neighbour or a member of the public in relation to any site activity, it will be recorded in a designated logbook, stating the nature of the complaint, the cause and where appropriate, the remedial action taken. 22. ACCESS AND EGRESS TO AUTHORIZED PERSONNEL Access and egress will be controlled. Only personnel who have received a site induction will be allowed to enter the site works area. Clear and unobstructed access to the section of work will be maintained at all times. 23. NOISE AND VIBRATION Works/operations are not expected to produce noise levels beyond 75dba.

24. AIR QUALITY AND DUST The work area will be dampened down using water hoses to prevent dust from being generated. Items of plant that may emit air pollution shall be minimised by utilising modern plant in good working order and only running the plant for the time required and to avoid unnecessary idling of plant. 25. WASTE MANAGEMENT All Materials to be relocated off site will be stockpiled on site then removed in skips to an approved waste transfer station.


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26. TRAFFIC MANAGEMENT A Banksman will be in attendance to maintain safe access and egress. Vehicles will be banked safely in and out of site with the aid of the Banksman. A portable jet wash will be located at the site entrance to operate a wheel wash to ensure that mud and debris is not trafficked onto the estate roads from vehicles exiting the site. Regular monitoring of the highways and footpaths will take place to ensure that the surrounding areas are maintained free of debris 27. FUEL On site refuelling will be facilitated at a cordoned refuelling point. The location of this will be decided by the site Supervisor. The fuel will be contained within a double bunded tank with a lockable hose. Spill kits and fire extinguishers will be sited at the location and the appropriate signage put in place. 28. RECORDS AND DOCUMENTATION All records generated on the Project shall be maintained on site for the duration of the work and then archived. Relevant records are to be included in the Health and Safety File.


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I confirm I have been given information about and understand the following: - • The Method Statements relevant to the project. • The Health and Safety at Work Act. • The Company's Policy for health, safety and welfare; especially dedicated Risk and COSHH assessments. • Site Rules • Fire procedures (including the location and use of extinguishers). • First aid - names and locations of First Aid Appointed Persons and introduction to them, position of first aid boxes and rules for their use. • Use and availability of protective clothing and equipment. • General hazards in and around work area. • Specific hazards in work area. • Procedures for reporting accidents, injuries and property damage. • Safe systems of work, where applicable. • Welfare - location of mess room, toilets etc. and any other welfare matters. METHOD STATEMENT BRIEFING FORM MS REF NO :- G/777/11671/DW/00 Date Name Position Signed


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Drawings

Job Title

Drawing Title

Job No

Drawn

Scale

Checked

Date

Rev

Designed

Approved

Client Drawing No

Telephone: 01256 331144Fax: 01256 331134

E: [email protected]: www.odysseymarkides.com

Tuscany HouseWhite Hart Lane

BasingstokeHampshire RG21 4AF

P:\14-345 - Wildernesse House, Sevenoaks\Tech\Acad\Drawing\Figures\Construction Access\14-345 Fig 1 Construction Access Option 1.dwg

WILDERNESSE HOUSE, SEVENOAKS

DEMOLITION VEHICLE ACCESS

1:10,000 MAY 15 MS

MS ACM ACM

14-345 FIGURE 1

N

REPRODUCED FROM ORDNANCE SURVEY R BY THE

PERMISSION OF THE CONTROLLER OF HER MAJESTY'S

STATIONERY OFFICE. C CROWN COPYRIGHT. ALL

RIGHTS RESERVED. LICENCE NUMBER 100045322.

SUNNYSIDE MEWS

HIGH STREET

CHURCH ROAD

WILD

ERNESSE

SEAL DR

IVE

PUDDING LANEZION

STREET

Seal

AVEN

UE

WILD

ER

NE

SS

E AV

EN

UE

PARK

LANE

PARK LAN

E

HIGH STREET

CH

UR

CH

Little Wychden

Andraitx

23

Ameroak

Firtrees

42

Chase

1

Keepers Lodge

5 to 8 40

Garden Cottage

Amberwood

1

31

Beech House

1

2

Fire StationCottage

3

15

Cottage

Witham

13

Glen Cottage

Abbotts House

3

33

Farm

1

Stidulfe Meade

Garage

Old Walls

3

Kentish

Chalmers

Underwood

The G

reen

Cottage

Briar

4

Hall

1

6

1

Little Hermitage

Wildernesse

Bretaneby

Forge

The New House

Byways

3

Chance Mead

1

4

Seal House

Wildernesse

1 to 7

Tayga

1 to 4

The

Red Court

Hawthorns

Wychden

The Homestead

Five Bell

s

6

23

Home

Yeoman

Cottage

The

Blac

k Ba

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4

Seal

Camden

4

Cam

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Terra

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Village

Six Bells

(PH)

11a

Library

Council Cottages

Croiselles

Keepers Cottage

Tylers Barn

The

1 to 5

Villa

8

11

Laundry

21

(BH)

Meadow Court

Sunnyside

Wildernesse Cottage

4

Old

Park

35

Clonmore

House

Little Wilderness

55

3

44

1

Eastgate House

Seal

18 to 20

39

34

38

Lodge

East

Pavilion

35

1 to 6

Old

7

Point

The

28

24

PH16

14

32

6

Gar

den

Terra

ce

37

157

25

34

1

Chapel

Marchants

41

26

Gables

8

Beechwood

67

46

36 37

29

Garage

104.0104.0

parapet ht 117 .89

parapet ht 121 .88

threshold 100 .58

threshold 99 .66

threshold 103 .82

threshold 103 .88

103.69IC

103.47RE

threshold 103 .80

threshold 103 .78

threshold 103 .79

92 .70

92 .65IC

92 .69RE

IC

92 .66IC

92 .68IC

92 .67IC

IC

thre

shol

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2.7

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para

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116

.96

parapet 116 .97

parapet 109 .41

parapet 107 .82

para

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107

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para

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112

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parapet 116 .95 para

pet

121

.89

parapet 109 .15

para

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117

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97 .34IC

97 .54IC

hand rail

hand rail

hand

rail

hand railhand rail

90 .815

554655 .320156452 .811

96 .609

554699 .619156379 .127

F98 .917

554736 .934156376 .459

92 .927

554694 .231156445 .931

A

E

G

H

102.183

554776 .130156367 .530

I

99 .979

554781 .622156404 .075

J

98 .623

554807 .631156406 .173

K

92 .706

554918 .297156444 .497

IL 87.70

IL 87.63

IL 88.52

IL 90.03

100¯

100¯

sw 150¯

sw 150¯

UTL

(UTL)

IL 92.00

100¯

100¯

IL 92.06

IL 92.02

100¯

IL 91.99100¯

100¯

150¯

IL 95.32

150¯

220¯

150¯

IL 97.50

100¯

150¯

150¯150¯

IL 98.78(UTL) IL 98.25

IL 95.62

IL 97.10

(UTL)

catch pits

cesspit

IL 96.67

100¯

150¯100¯100¯100¯

100¯

100¯

100¯

100¯

150¯

100¯

IL 96.18 IL 96.48IL 96.36

soakaway

IL 96.68

IL 97.65

soakawayIL 96.59

IL 99.20

IL 98.59

IL 99.84

IL 99.45

Blocked

IL 99.83

100¯

150¯

150¯

150¯

IL 97.97

IL 99.71

100¯ IL 99.96

IL 100.06IL 100.08

100¯

IL 100.24

IL 100.38

IL 100.41

IL 102.13

IL 103.09

IL 102.65

IL 102.92

IL 102.77

IL 102.72

100¯

100¯

100¯

100¯

IL 103.30

IL 103.06

IL 102.73IL 102.56IL 102.38

100¯

100¯ 100¯100¯

150¯

100¯

IL 101.34

IL 101.56

IL 101.59

dp 95.81

IL 94.63

IL 94.73

150¯

150¯150¯

dp 93.30

IL 95.87

150¯

88 .0

88 .5

87 .5

93 .5

94 .0

94 .5

91 .0

91 .5

92 .5

92 .0

93 .0

89 .0

89 .5

90 .0

90 .5

102.0102.5

95.0

95.5

96.0

94.5

94.0

96.5

97.5

97.0

100.0

99 .5

99 .0

98 .5

98 .0

100.

5

101.

0

101.

5

92 .5

93 .0

92 .0

91.5

92.0

92.5

93.0

93.5

97 .0

95.0

95.5

96.0

96.5

94 .0

94 .5

99.5

100.

0

96 .5

97 .0

97 .5

98 .0

98 .5

99 .0

94 .5

95 .0

96 .0

95 .5

97 .5

92 .5

93 .0

93 .5

94 .0

94 .5

97 .0

95 .0

95 .5

96 .0

96 .5

100.5

100.0

99 .5

102.0

101.5

101.0

95 .5

92 .0

93 .5

93 .0

94 .0

94 .5

95 .0

92 .5

91 .5

94.5

95.0

95.5

96.0

96.5

93.0

93.5

94.0

92 .5

98 .0

98 .5

99 .0

96 .5

96 .0

97 .0

97 .5

95 .0

95 .5

94 .5

94 .0

93 .5

99.5

98 .599 .0

97 .598 .0

101.0

101.5

102.0

102.5

103.0

100.0

100.5

99 .5

101.

5

102.

0

102.

5

101.

0

100.5

103.5

104.0

103.0

102.0

102.5

103.0

101.5

105.0

105.5

106.0

104.0

104.5

105.5

104.

5

105.

0

104.5

104.

0

105.0

103.

5

109.5

108.0

108.5

109.0

107.5

110 .0

109.5

109.0

108.5

108.0

107.5

110 .5

110 .0

109.5

111 .0

110 .0

110 .5

111 .5

112 .5

112 .0

108.0

108.5

109.0

107.5

109.5

109.5

108.0

109.0

108.5

106.5

107.0

107.5

104.0

104.5

105.5

106.0

105.0

114 .0

113 .5

111 .0

111 .5111 .5

113 .0

112 .5

112 .0

110 .0

112 .5

113 .0

111 .5

112 .0

111 .0

110 .5

109.5

109.0

110 .5

108.0

108.5

109.0

110 .0

109.5

ridge 110 .25

ridge 114 .90

ridge 118 .12

ridge 118 .15

99 .60

99 .78

99 .8799.9

3

99 .87

99.75

99.63

99 .97100.07100.19

eaves 103 .30

102.55

102.52

102.51

102.

5310

2.48

102.46102.22101.90

101.62

102.40102.29101.85

101.

22

101.13

107.41

107.

41

107.39107.35107.39

109.

58

109.

57ea

ves

114

.46

ridge

118

.50

109.59

109.

57

109.

5710

9.58

109.56109.65

112 .14112 .13

112 .13

eaves 114 .47

eave

s 1

12.0

7

eave

s 1

14.4

7

ridge 118 .53

107.84

108.14

108.61

108.65

108.78

108.84

109.49

109.92

110 .48

110 .67

110 .86

107.88

107.90

108.32

108.54

108.80

108.78

109.59

109.66

110 .38

flat

114

.46

flat

114

.57

eaves 117 .13

ridge 120 .50

eave

s 1

14.5

7

ridge

115

.13

eaves 117 .09

ridge 120 .50

ridge 117 .89

89.7

9

89.8

5

90.0

2

90.1

3

89.80

89.89

90.05

90.22

90.29

90.35

90.47

90.52

90.58

90.65 90.6

2

90.6

4

90.76

90.69

90.63

90.60

90.56

90.5

690

.50

eave

s 9

2.60

eaves 93.42

eaves 92.61

eave

s 9

8.79

eave

s 9

6.84

eaves 96.28

eaves 93.45

eaves 96.26

eaves 96.26

eave

s 9

6.26

eaves 96.89

eave

s 9

7.18

eave

s 9

6.09

eave

s 9

6.88

eaves 96.50

eave

s 1

01.5

1

eaves 96.17

eave

s 9

6.85

eaves 96.85

eave

s 9

7.18

eaves 97.19

eave

s 9

7.19

eaves 97.18

eave

s 9

7.18

eaves 96.52

eaves 96.86

eave

s 9

6.86

eaves 97.46

eave

s 9

8.07

eave

s 9

8.06

ridge 99.00eaves 97.35

eave

s 1

02.2

5

eave

s 1

02.3

1

eave

s 9

3.43

eaves 93.41

ridge 96.45

ridge

97.

27

ridge 97.27

ridge

96.

44

ridge 99.97

ridge

98.

28

ridge 100 .49

ridge 99.88

ridge

99.

87

ridge

100

.83

ridge 98.86

ridge 98.13

ridge

97.

72

ridge

98.

51

ridge

102

.25

ridge

100

.85

ridge

100

.84

ridge 100 .84

ridge 98.83

ridge 98.87

ridge

101

.68

ridge 98.44

ridge

100

.52

ridge 98.18

ridge 98.85

ridge

102

.97

ridge

102

.98

ridge

101

.68

ridge 96.46

roof

92.

49

roof

93.

45

roof 93.44

roof 93.41roof

93.

38

roof

93.

39

93.6

3

flat r

oof

94.6

5fla

t roo

f 94

.65

flat r

oof

94.2

5

ridge 99.35

ridge

100

.49 ridge 101 .13

89.68

89.73

89.63

gully channel

gully

cha

nnel

gully

cha

nnel

gully

cha

nnel

gully

cha

nnel

roof

93.

41

roof

94.

23

roof

94.

23

roof

94.

63

flat r

oof

94.2

4flat r

oof

94.6

5

eave

s 9

6.24

eaves 96.81

eaves 97.18

eaves 93.41

eaves 93.44

eaves 97.44

eave

s 9

2.56

eaves 92.56

ridge 99.87

ridge 100 .48

ridge

100

.85

ridge

100

.85

ridge 98.70

ridge 97.80

ridge

96.

45

ridge

100

.51

ridge 96.30

ridge

97.

28

ridge

97.

19

sv

94.67

93.98

97.8798.18

98.92

99.78

ridge 96.66

electric

100.77

ridge 118 .13

ridge 114 .93

ridge

109

.37

ridge

109

.34

ridge

109

.36

eaves 100 .55

95 .97

ridge

110

.31

ridge

110

.26

ridge 109 .36

eave

s 1

06.7

7

eave

s 1

08.0

8

eaves 103 .31

eaves 103 .35

eaves 101 .71

eaves 100 .29

eaves 99.68eaves 99.67

ridge

106

.25

ridge 106 .74

ridge 102 .18

ridge

101

.32

flat roof 98.22flat roof 98.22

97.92

98.5

398

.88

97 .38

eave

s 1

10.2

0

ridge

113

.58

ridge

113

.60

eaves 110 .23

eave

s 1

10.2

4

eaves 110 .22

eave

s 1

10.2

3

ridge

113

.60

ridge 114 .29ridge 114 .30

108.97

109.84

ridge 111 .26

eaves 106 .64

108.12

108.46

108.94

ridge 111 .25

eaves 108 .44

108.96

109.83

flat

roof

107

.52

eaves 110 .24

eaves 106 .81

eaves 107 .80

eaves 110 .23

eave

s 1

10.1

6

eave

s 1

10.1

4

eave

s 1

10.1

6

eave

s 1

13.5

3rid

ge 1

13.5

8

ridge 112 .14

ridge

115

.10

d i t c h

91 .0

91 .5

90 .0

90 .5

88 .5

89 .0

89 .5

86 .5

87 .5

88 .0

87 .0

85 .5

86 .0

85 .0

84 .5

87 .0

87 .5

86 .5

86 .0

97 .0

97 .5

98 .0

98 .5

101.0

101.5

100.0

100.5

99 .5

99 .0

102.0

93 .0

92 .5

92 .0

91 .0

91 .5

93 .5

94 .0

94 .5

95 .0

95 .5

96 .0

96 .5

89 .5

90 .0

90 .5

102.0

100.0

101.0

100.5

101.5

99 .5

95 .0

96 .0

96 .5

97 .0

97 .5

94 .5

95 .5

92 .5

93 .0

93 .5

94 .0

100.5

100.0

99 .5

99.0

99 .5

98.0

98.5

95.5

96.0

96.597

.0

97.5

95 .0

94 .5

94 .0

87 .0

87.5

86.5

88 .0

88 .5

89 .0

90 .0

89 .5

89 .0

89 .5

88 .5

89 .0

88 .0

87 .5

87 .0

87 .086.5

89.0

88.5

88.0

87.5

87.0

89.5

101.0

96.0

96.5

ridge

116

.79

eave

s 11

3.3

0

ridge 116 .21

eaves 101 .22

eave

s 101

.23rid

ge 10

4 .13

eaves 101 .23

ridge 104 .14

94.5

1

sv

sv

99 .60

ridge

104

.54

eave

s 1

01.1

8

eaves 100 .32

eaves 103 .22

108.0

108.

5

105.5

104.0

105.0

98 .5

99 .5

100.5

101.5

102.0

99.5

103.0

97.5

98.598

.0

99.0

100.5

101.5

101.0

95 .5

96 .5

96 .5

96 .0

93 .0

95 .0

93 .5

93 .0

106.5

107.0

107.5

104.5

106.0

97 .0

97 .5

98 .0

99 .0

100.0

101.0

102.5

103.5

97.0

100.

0

103.0

102.0

102.5

103.5

104.0

100.0

97 .0

97 .5

98 .0

98 .5

99 .0

99 .5

97 .0

94 .5

95 .0

96 .0

94 .5

95 .5

92 .5

93 .5

94 .0

92 .0

94 .0

92 .5

92 .0

90 .36IC

89 .90IC

IC

IC

90 .82IC

90 .87re

IC90 .82IC

90 .85IC

90 .82IC

IC

90 .68IC

90 .67IC

90 .71IC

90 .90IC

90 .89IC

90 .86IC

90 .88re

90 .85IC

IC

90 .82IC (RE)

90 .82IC

IC

IC91 .44IC

IC

91 .52IC

91 .51IC

91 .47IC

IC

IC

91 .85ICIC

sc

IC

91 .86IC

92 .20RE

92 .62RE

IC

91 .92IC

91 .92IC

91 .89RE

91 .92RE

IC

91 .85RE

IC

91 .90RE

91 .92IC

IC

IC

92 .60RE

92 .62IC

92 .64RE

92 .68IC

RE

92 .11IC

91 .57IC

91 .51IC

IC

IC91 .85IC

IC

91 .85IC

IC

IC

91 .85IC

91 .63IC

thre

shol

d 9

0.9

1

89 .95

threshold 92 .14

hand rail

hand railhand rail

hand rail

hand rail

hand rail

hand rail

ditch

91 .92IC

91 .91IC

IC

IC91 .93IC

IC

91 .00IC

90 .87IC

90 .87IC

90 .88IC

91 .28IC

IC

IC

91 .90IC

92 .23IC

92 .25IC91 .88

re

IC

IC

IC

IC

IC

89 .91IC

hand rail

hand

rail

hand

rail

hand

rail

hand

rail

hand

rail

hand rail

90 .271

554615 .178156459 .116

89 .711

554632 .012156484 .471

90 .750

554604 .430156438 .463

B

D

C

X

87 .954

554592 .810156776 .051

Y

89 .060

554602 .690156741 .081

High Street

Seal Drive

sw 150¯

IL 86.81

IL 87.99150¯

225¯

225¯

sw 150¯

IL 87.79

IL 88.23

225¯

sw 150¯

IL 88.10

sw 150¯

sw 1

50¯

100¯

UTL

100¯

UTL

100¯

100¯

100¯

UTL

(UTL)

(UTL)

IL 89.50

IL 89.70

(UTL)

(UTL)

225¯

100¯

100¯

IL 90.22

IL 90.26

(blocked)

(UTL)

IL 90.38

IL 90.48

IL 90.37

100¯100¯

100¯

IL 90.56

IL 90.44 IL 90.64

100¯

100¯ IL 90.84

IL 89.75

(RE)

IL 91.23

IL 91.21

100¯

100¯

91 .87MH

IL 91.28

100¯

IL 91.29

IL 91.04

100¯

100¯

IL 91.08

IL 91.28

IL 91.42

100¯

IL 91.23

100¯

IL 91.23

100¯

IL 91.19100¯

IL 91.23

IL 91.2691 .91IC

IL 91.20

100¯

100¯ 100¯

IL 90.67IL 91.26

91 .93IC

IL 91.24

IL 90.49

100¯

100¯

(UTL)

IL 90.43

100¯

(UTL) 220¯

IL 90.45

IL 90.23100¯

(UTL)

100¯

IL 89.86

IL 89.79

100¯

91 .60IC

IL 90.99

100¯

ICblocked

(UTL)

IL 90.86

blocked

(UTL)

IL 90.83

100¯

IL 91.06

100¯

(UTL)

(UTL)

IL 91.99100¯

IL 92.01

100¯

88 .05slab

d i t c h

d i t c h

d i t c h

d i t c h

d i t c h

B1

89 .316

554637 .272156517 .353

B3

88 .328

554648 .984156581 .377

B4

87 .405

554645 .992156613 .469

B5

89 .179

554605 .672156740 .719

B6

92 .817

554423 .189156529 .997

B7

99 .471

554417 .351156427 .994

B8 96 .403

554422 .057156475 .769

B10

93 .719

554465 .687156509 .036

B9

95 .920

554474 .058156495 .404

B11

100.273

554515 .952156409 .950

B12

97 .729

554594 .342156265 .738

sc

sc

sc

IL 89.89

re

220¯

IL 8

9.80

L

91 .816

554928 .715156484 .406

M

91 .360

554937 .938156550 .740

W

94 .837

555002 .177156623 .321

Wildernesse Avenue

Parl Lane

Wildernesse Avenue

d i t c h

d i t c h

B2

87 .515

554675 .026156524 .992

d i t c h

d i t c h

d i t c h

d i t c h

A4

97 .053

555075 .416156623 .753

IL 92.49

sw 225¯

A1

103.456

554949 .767156299 .051

A2

102.911

555036 .755156340 .121

A7

111 .872

555040 .728156108 .040

M

103.155

554912 .044156294 .232

N 103.237

554887 .200156283 .641

O

105.412

554804 .012156295 .338

P106.165

554797 .620156251 .616

threshold 104 .30

threshold 104 .30threshold 104 .29

threshold 104 .32

threshold 104 .30

RE104.26

104.00Stopcock

104.30IC

104.29IC

Q

108.169

554813 .545156208 .181

R

107.42RE

threshold 107 .50

threshold 107 .50

threshold 107 .49

threshold 107 .47

threshold 107 .47

threshold 104 .30

threshold 104 .31

threshold 104 .30

threshold 104 .30

threshold 104 .30

threshold 104 .30

threshold 104 .32

107.37RE

104.27RE

104.27RE

104.27RE

104.27RE

104.26RE

104.28IC

104.30RE

104.28RE

107.38RE

head 106 .76

head 106 .41

cill 106 .30

cill 104 .31

cill 105 .14cill 108 .30

S109.460

554891 .584156177 .478

T

108.876

554847 .090156203 .340

threshold 107 .49

threshold 107 .49

threshold 109 .70

threshold 109 .70

threshold 109 .71

head 109 .71head 109 .71

head 109 .70

head 114 .32

head 111 .79

head 111 .80

cill 108 .38

cill 113 .02

cill 110 .51

cill 113 .32

109.66

threshold 109 .70

threshold 112 .31

threshold 112 .26

threshold 112 .26

threshold 112 .27

threshold 104 .31

threshold 107 .47

over head cable

over head cable

cill

110

.23

cill

113

.03

cill 113 .02

cill 110 .53

cill 113 .31 cill 110 .81

cill 115 .68

cill 113 .40 cill 112 .29

cill 113 .17

cill 113 .09

cill 115 .68

cill 112 .25

cill

112

.85

cill 113 .34

cill 115 .69

cill 113 .03

cill 108 .32

cill 105 .15

cill 106 .74

cill 108 .33

cill 104 .32

head 114 .31

head 111 .80

head 111 .80

head 111 .80head 111 .80

head 114 .31

head 116 .98

head 116 .99head 114 .13

head 114 .41

head 114 .40

head 114 .10

head

111

.80

head

114

.34

head 106 .76

head 109 .70

head 106 .43

head 109 .71

head 109 .69

114 .62

120.94

120.93

114 .62

119 .42

119 .36

112 .07111 .70

u/si

de b

eam

109

.70

wal

l ht

111

.70

wal

l ht

109

.76

104.27RE

104.27RE

109.065

554799 .538156213 .356

depth 100 .48

150¯(UTL)

depth 100 .71

(UTL)

IL 103.12

IL 103.59

(UTL)

IL 103.68

IL 106.16

IL 106.21

IL 106.11

100¯

100¯

100¯

150¯

100¯

100¯

100¯

IL 103.61

100¯ IL 106.50

IL 103.44

(UTL)

soakaway

soakaway

IL 101.41

100¯

(UTL)

IL 101.22

100¯

IL 102.77

IL 108.48

100¯

IL 108.59

100¯

(UTL)

IL 108.83

100¯

(blocked) IL 106.50

100¯

IL 111 .01

IL 110 .68

100¯

100¯

100¯

100¯

100¯IL 104.00

100¯

KEY:

Root Protection Zones

Existing Trees To Be Retained

Protective Fencing (Standard)

Protective Fencing (Low Activity)

Chestnut Pailing Fence wrapped and secured to tree to provide additional protection.

Cam

lins

Ref

: PE

GAS

US

GEN

ERAL

/LL4

54 W

ILD

ERN

ESSE

HO

USE

/Cam

lins

Wor

k/D

raw

ings

/LL4

54-4

00-T

ende

r [R

ef.:

LL45

4REF

-400

-PU

BLIC

REA

LM B

ASE]

NOTES1. All dimensions in millimetres unless otherwise shown.2. All levels in metres above Ordinance Datum (mAOD) unless otherwise shown.3. All dimensions to be checked on site and any discrepancies reported to Employer

before pricing / work starts.4. Any ambiguities or discrepancies within this drawing and any other information given

elsewhere must be reported to Camlins and the Employer for clarification before pricing work proceeds.

5. All drawings to be read in conjunction with other Camlins drawings and specification information as required.

6. Refer to relevant Engineer's and Architect's work packages as appropriate for confirmation of all engineering and architectural details.

7. All works to be carried out in accordance with the latest British Standards and appropriate codes of practice as a minimum.

Landscape Architects, New Dolanog House, Severn Road, Welshpool, Powys, SY21 7APTel: 01938 554886 / [email protected] / www.camlins.com

TENDER

WILDERNESSE HOUSEPEGASUSLIFE

General Arrangement - Protective Fencing Plan

Drawing No. Revision Scale DateLL454-400-0028 – 1:1250@A1 27.04.2015Drawn by Checked bySB AN

Revisions

N

Rev Date Description Revised by Checked by

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Notes:Pre Construction Works:A pre-commencement site meeting shall be held prior to any works commencing on site, to agree all approved processes with the arboricultural consultant, tree works contractor, construction personnel and Seven Oaks District Council. This meeting should formally agree the methods of work, position of site facilities, material storage, compounds and tree protection measures prior to commencement of works on site.

No notice boards, cables, nails or other items shall be attached to any part of any retained tree.

Site operations, such as deliveries or machine operation shall be organised to avoid damage to the trunk or crown of the off site boundary trees. A Banksman shall be employed if machinery is passing or working close to retained trees.

Materials which could contaminate the soil e.g. concrete mixing, fuel, vehicle washing etc., shall not be discharged within 10m of thee stem of the retained group of trees and not on ground that slopes down to existing trees. Phytotoxic materials for use on site will be kept to an absolute minimum and stored on the hard standing to the south east corner of the site. All fuels will be held in bunded containers to prevent accidental spillage or leakage.

Fires will not be permitted on site.

Chestnut Pailing Fence

100m0m 50m10mScale 1:1250

10m

Typical Image Of Chestnut Pailing Fence

Buildings Proposed to be DemolishedRefer to Architects Drawings for Details

ms reference: g/777/11671/dw/00 rev 00 health ......wildernesse house, sevenoaks page 3 of 19 777...

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