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Over Court Barns, Over Lane,<br />

Almondsbury<br />

Bristol, BS32 4DF, UK.<br />

Tel: 01454 619533 Fax: 01454 614125<br />

E-mail: bristol@hydrock.com<br />

www.hydrock.com<br />

<strong>Proposed</strong> <strong>Residential</strong><br />

<strong>Development</strong>,<br />

<strong>Bunford</strong> <strong>Heights</strong>,<br />

<strong>West</strong> <strong>Coker</strong> Road,<br />

Yeovil,<br />

Somerset,<br />

UTILITIES APPRAISAL REPORT<br />

FINAL REPORT<br />

Prepared by:<br />

Paul Hankinson<br />

For:<br />

Abbey Manor Group<br />

Ref: R/12604/002.02


<strong>Bunford</strong> <strong>Heights</strong>, Yeovil – Utilities Appraisal Report<br />

R/12604/002.02<br />

Issued by:<br />

Hydrock Consultants Ltd<br />

Over Court Barns<br />

Over Lane<br />

Almondsbury<br />

Bristol<br />

BS32 4DF<br />

Tel: 01454 691533<br />

Fax: 01454 614125<br />

DOCUMENT CONTROL<br />

SHEET<br />

Client:<br />

ABBEY MANOR GROUP<br />

Project:<br />

Title:<br />

Status:<br />

BUNFORD HEIGHTS, WEST COKER ROAD, YEOVIL, SOMERSET BA20 2TP<br />

UTILITIES APPRAISAL REPORT<br />

FINAL REPORT<br />

Date: APRIL 2013<br />

Document Production Record<br />

Issue Number: 2 Name Signature<br />

Prepared:<br />

Paul Hankinson<br />

Services Coordinator<br />

Checked:<br />

Richard Hughes<br />

Principal Engineer<br />

Approved:<br />

Ted Stokes<br />

Technical Director<br />

Document Revision Record<br />

Issue<br />

number<br />

Date<br />

Revision Details<br />

1 March 2013 FOR APPROVAL<br />

2 April 2013 FINAL REPORT<br />

Hydrock Consultants Limited has prepared this report in accordance with the<br />

instructions of the above named Client for their sole and specific use. Any third<br />

parties who may use the information contained herein do so at their own risk.<br />

2


<strong>Bunford</strong> <strong>Heights</strong>, Yeovil – Utilities Appraisal Report<br />

R/12604/002.02<br />

CONTENTS<br />

1.0 INTRODUCTION<br />

1.1 Terms of Reference & Objectives<br />

1.2 Site Location<br />

1.3 Site Condition<br />

2.0 PROPOSED DEVELOPMENT<br />

2.1 Layout<br />

3.0 UTILITIES<br />

3.1 Utility Information<br />

3.2 Primary Utility Companies Affected<br />

3.3 Other Independent Utility Companies<br />

3.4 <strong>Proposed</strong> Primary Utility Services<br />

3.4.1 <strong>Proposed</strong> New Supply Capacities & Costs<br />

3.4.2 Electricity (<strong>West</strong>ern Power Distribution)<br />

3.4.3 Gas (Wales & <strong>West</strong> Utilities)<br />

3.4.4 Potable Water Supply (Wessex Water)<br />

3.4.5 Telecommunications (BT)<br />

APPENDICES:<br />

A Illustrative Masterplan Incorporating Existing Services<br />

B List of Utilities Consulted and Responses Received<br />

3


<strong>Bunford</strong> <strong>Heights</strong>, Yeovil – Utilities Appraisal Report<br />

R/12604/002.02<br />

1.0 INTRODUCTION<br />

1.1 Terms of Reference & Objectives<br />

Hydrock Consultants Limited (Hydrock) have been commissioned by Abbey Manor Group<br />

to undertake a Utilities Appraisal for this development site. Refer to Figure 1-2 for Site<br />

Location.<br />

The objectives of the report were to obtain the existing Utility Services information and<br />

confirm that the proposed residential development can be adequately serviced. In addition,<br />

should any existing services cross the site, the utility companies would be requested to<br />

comment and provide relevant information regarding potential service diversions and / or<br />

cut offs etc in accordance with the Illustrative Masterplan as it currently stood.<br />

1.2 Site Location<br />

The site is referenced in Table 1 and the Site Location Plan overleaf.<br />

Table 1: Site Referencing Information<br />

Item<br />

Site Name:<br />

Site Address and Location:<br />

Brief Description<br />

<strong>Bunford</strong> <strong>Heights</strong><br />

<strong>West</strong> <strong>Coker</strong> Road, Yeovil,<br />

Somerset BA20 2DE<br />

Approximate Grid Reference:<br />

OS:<br />

E353424, N114502<br />

The proposed development site is currently an open field designated ‘Perry’s Hill/<strong>Bunford</strong><br />

Hollow’.<br />

The site measures approximately 4.26 Ha in area and is located to the southwest of Yeovil<br />

town centre, at the junction of the A30 <strong>West</strong> <strong>Coker</strong> Road and A3088 Watercombe Lane.<br />

Refer to Figure 1-2 for the location.<br />

As detailed on the Illustrative Masterplan, the proposed access into the development will<br />

be off <strong>West</strong> <strong>Coker</strong> Road to the south of the site.<br />

4


<strong>Bunford</strong> <strong>Heights</strong>, Yeovil – Utilities Appraisal Report<br />

R/12604/002.02<br />

Figure 1-2 Site Location<br />

1.3 Site Condition<br />

A site specific Topographical Survey has been carried out and forms the base of the<br />

Illustrative Masterplan and Existing Services Information plan, drawing no. C12604-C002,<br />

included in Appendix A. Existing service runs have been marked on this plan.<br />

The site is bounded on the east by the A3088 (Watercombe Lane), on the south by the<br />

A30 <strong>West</strong> <strong>Coker</strong> Road, and on the north and west by open fields. The surrounding areas to<br />

the south and east generally consist of residential development.<br />

2.0 PROPOSED DEVELOPMENT<br />

2.1 Layout<br />

The proposed development is an outline planning application for residential development<br />

as indicated on the drawing no. C12604-C002 included within Appendix A of this report,<br />

with associated roads, open spaces and landscaping. The provision of 92 residential<br />

dwellings has been tested although it is likely that a reserved matters application would<br />

propose approximately 80 dwellings.<br />

.<br />

5


<strong>Bunford</strong> <strong>Heights</strong>, Yeovil – Utilities Appraisal Report<br />

R/12604/002.02<br />

3.0 EXISTING UTILITY SERVICES<br />

3.1 Utility Information<br />

This report contains information obtained and provided by the utility companies. It<br />

contains letters and plans showing the location of the utility companies plant within the<br />

vicinity of the site.<br />

All correspondence received from the utility companies is included within the<br />

Appendices. Hydrock Consultants Ltd has taken all reasonable steps, within the<br />

timescales, to obtain the information from the utility companies. The information received<br />

from the utility companies and contained within this report is for information purposes<br />

only. Hydrock Consultants Ltd accept no responsibility for the accuracy of such<br />

information and no liability for any direct and/or consequential loss that may occur as a<br />

result of the information contained within this report.<br />

3.2 Primary Utility Companies Affected<br />

The following table summarises the information received from the utility Companies and<br />

confirms whether their plant will be affected by the proposed redevelopment of the site. All<br />

Plans and correspondence received are included in Appendix B.<br />

TABLE 3-2-1: Utility Apparatus Summary<br />

UTILITY<br />

COMPANY<br />

UTILITY<br />

EXISTING PLANT AFFECTED BY<br />

THE WORKS?<br />

DIVERSIONS<br />

REQUIRED?<br />

Scottish &<br />

Southern<br />

Electric<br />

(SSE))<br />

NB: record<br />

plans<br />

supplied by<br />

<strong>West</strong>ern<br />

Power<br />

Distribution<br />

Electricity YES: –<br />

WPD mains records indicate existing<br />

High Voltage (HV) 11kV overhead<br />

cables traversing the site from east to<br />

approximately west.<br />

These cables run to a pole on the<br />

edge of the south east corner of the<br />

site, then down the pole to cross<br />

beneath <strong>West</strong> <strong>Coker</strong> Road.<br />

Refer to Illustrative Masterplan<br />

incorporating Existing Services Plan -<br />

Appendix A.<br />

YES:<br />

The overhead HV line/s<br />

will need to be grounded<br />

through the site and<br />

realigned to<br />

accommodate the final<br />

site layout.<br />

6


<strong>Bunford</strong> <strong>Heights</strong>, Yeovil – Utilities Appraisal Report<br />

R/12604/002.02<br />

Wessex<br />

Water<br />

(WW)<br />

Public<br />

Foul and<br />

Storm<br />

Water<br />

Sewers<br />

Drainage Strategy is being dealt with by others, therefore the<br />

existing drainage search does not form part of this report.<br />

For the location of the existing sewers (Wessex Water), please<br />

refer to Hydrock Consultants Ltd, “Drainage Strategy”.<br />

Wessex<br />

Water<br />

(WW)<br />

Potable<br />

Water<br />

NO: –<br />

WW records indicate there are<br />

existing potable water mains of<br />

various sizes from 4 inch to 8 inch in<br />

the vicinity of the site, all on the<br />

opposite sides of both Watercombe<br />

Lane and <strong>West</strong> <strong>Coker</strong> Road.<br />

Refer to Illustrative Masterplan<br />

incorporating Existing Services Plan -<br />

Appendix A.<br />

NO: –<br />

WW mains records<br />

show no public potable<br />

water mains crossing<br />

the site.<br />

Wessex Water have<br />

verbally indicated that<br />

there is sufficient<br />

capacity in the existing<br />

network to serve the<br />

proposed development.<br />

Wales &<br />

<strong>West</strong><br />

utilities<br />

(WWU)<br />

Gas NO: –<br />

There are existing low pressure gas<br />

mains in the vicinity of the site,<br />

varying in size from 63mm to 180mm<br />

from which a service may be taken,<br />

subject to capacity.<br />

Refer to Illustrative Masterplan<br />

incorporating Existing Services Plan -<br />

Appendix A.<br />

NO: –<br />

It is anticipated that one<br />

or more of the existing<br />

services should have<br />

the capacity to service<br />

the development,<br />

subject to formal<br />

discussions with WWU<br />

and / or an appropriate<br />

independent gas<br />

provider (IGP).<br />

British<br />

Telecom<br />

(BT)<br />

Telecom NO: –<br />

Existing BT services run along <strong>West</strong><br />

<strong>Coker</strong> Road on the opposite side of<br />

the road.<br />

Refer to Illustrative Masterplan<br />

incorporating Existing Services Plan -<br />

Appendix A.<br />

NO: –<br />

None anticipated.<br />

7


<strong>Bunford</strong> <strong>Heights</strong>, Yeovil – Utilities Appraisal Report<br />

R/12604/002.02<br />

3.3 Other Independent Utility Companies<br />

In addition to the above utility companies who have plant either crossing or within the local<br />

vicinity of the site, the following utility providers who responded, have confirmed they have<br />

no plant affected by the proposals.<br />

Refer to Appendix B for copy of information request & replies.<br />

• Gas Transportation Company (GTC)<br />

• E S Pipelines Ltd<br />

• SSE Pipelines Ltd./Neos Networks<br />

• Linesearch.org<br />

• KCOM<br />

• BSKYB<br />

• Colt<br />

• TATA<br />

• KPN<br />

• Orange<br />

• Gamma Telecom<br />

• Verizon Business (formerly MCI Worldcom, MFS)<br />

• OFCOM<br />

• Trafficmaster<br />

• Spectrum Interactive Plc<br />

• Interoute<br />

• BT Deep Level Tunnels<br />

• Instalcom<br />

• Teliasorera<br />

• Energetics UK<br />

• Fulcrum Pipelines Ltd.<br />

AWAITING INFORMATION –<br />

• Envoy Asset Management Ltd<br />

• Vtesse<br />

8


<strong>Bunford</strong> <strong>Heights</strong>, Yeovil – Utilities Appraisal Report<br />

R/12604/002.02<br />

A utility enquiry search using the Linesearch.org website has been undertaken and the<br />

results of the search conclude that the following companies do not have plant and<br />

equipment in ‘zone of interest’ set to an area of 250m for the site with an OS grid<br />

reference E353424, N114502 (See Appendix B).<br />

BOC Ltd (A Member of the Linde Group)<br />

BPA<br />

Centrica Energy<br />

ConocoPhillips (UK) Ltd<br />

Coryton Energy Co Ltd (Gas Pipeline)<br />

E-on UK Plc (Gas Pipelines Only)<br />

ESSAR<br />

LinesearchbeforeUdig Asset Owners<br />

Mainline Pipelines Limited<br />

Manchester Jetline Limited<br />

Marchwood Power Ltd (Gas Pipeline)<br />

NPower CHP Pipelines<br />

National Grid Gas & Electricity<br />

Transmission<br />

Oikos Storage Limited<br />

Esso Petroleum Company Limited Perenco UK Limited (Purbeck<br />

Southampton Pipeline)<br />

FibreSpeed Limited Phillips 66<br />

Geo Networks Limited<br />

Government Pipelines & Storage System<br />

HV Cables<br />

Humbly Grove Energy<br />

IGas Energy<br />

INEOS Manufacturing (Scotland and<br />

TSEP)<br />

Ineos Enterprises Limited<br />

Premier Transmission Ltd (SNIP)<br />

RWEnpower (Little Barford and South<br />

Haven)<br />

SABIC UK Petrochemicals<br />

Scottish Power Generation<br />

Shell Pipelines<br />

Total UK (Finaline, Colnbrook & Colwick<br />

Pipelines)<br />

Wingas Storage UK Ltd<br />

Please note that Hydrock Consultants Ltd., is unable to guarantee the accuracy of<br />

information provided by others. This report is based on information available at the time.<br />

9


<strong>Bunford</strong> <strong>Heights</strong>, Yeovil – Utilities Appraisal Report<br />

R/12604/002.02<br />

3.4 <strong>Proposed</strong> Primary Utility Services<br />

3.4.1 <strong>Proposed</strong> New Supply Capacities & Costs.<br />

Following finalisation of the site layout and subsequent liaison with respective utility<br />

companies, the following section summarises the responses received from each<br />

respective utility company with regards to mains capacities / diversion requirements,<br />

(where appropriate).<br />

Based on the Illustrative Masterplan, we are able to advise of the following:<br />

3.4.2 Electricity – Scottish & Southern Electric (SSE)<br />

<strong>West</strong>ern Power Distribution (WPD) provide a general mapping service for electricity<br />

services regardless of region and, although Yeovil falls within the SSE area, WPD record<br />

plans have been obtained. The WPD plans indicate existing High Voltage (HV) 11kV<br />

overhead cables traversing the site. This line runs from the south eastern corner adjacent<br />

to the <strong>Bunford</strong> Hollow Roundabout west north west to the adjacent open fields.<br />

This service will need to be grounded through the site – if it is to follow the line of road on<br />

the Illustrative Masterplan this will entail a run of approximately 280m.<br />

Discussions have been held with SSE regarding proposed supplies and they have<br />

indicated that, with the installation of a pole mounted transformer near the boundary of the<br />

site, a low voltage feed can be taken off to serve the development. No off-site<br />

reinforcement work should be required.<br />

Refer to drawing no. C12604-C002 - Appendix A.<br />

3.4.3 Gas – Wales & <strong>West</strong> Utilities (WWU)<br />

WWU mains records confirm there are existing low pressure gas mains adjacent to the<br />

site. The sizes of the mains range between 63mm and 180mm diameter. Subject to<br />

capacity confirmation by WWU, a connection off one or more of these mains may be<br />

possible to service the development proposal.<br />

A formal application for confirmation of the above has been made to WWU<br />

Refer to drawing no. C12604-C002 - Appendix A.<br />

10


<strong>Bunford</strong> <strong>Heights</strong>, Yeovil – Utilities Appraisal Report<br />

R/12604/002.02<br />

3.4.4 Potable Water Supply – Wessex Water (WW)<br />

WW potable water mains records indicate there are existing potable water mains of<br />

various sizes from 4 inch to 8 inch in the vicinity of the site. They are, however, on the<br />

opposite sides of both Watercombe Lane and <strong>West</strong> <strong>Coker</strong> Road, and will require at least<br />

one road crossing.<br />

Wessex Water have verbally indicated that there is capacity within the existing network to<br />

serve the proposed development and that a connection should be viable from one or more<br />

points to service the site.<br />

A “<strong>Development</strong> enquiry request” will need to be made to WW in order to establish how<br />

the proposed development can be supplied with potable water.<br />

Refer to Refer to drawing no. C12604-C002 - Appendix A.<br />

3.4.5 Telecommunications – British Telecom (BT)<br />

BT records indicate that there is existing underground telecommunication apparatus<br />

adjacent to the site on the opposite side of <strong>West</strong> <strong>Coker</strong> Road. Subject to capacity, the site<br />

may be potentially served from this plant, but a road crossing will be required.<br />

There is no anticipated BT charge to service the new development.<br />

Refer to drawing no. C12604-C002 - Appendix A.<br />

11


<strong>Bunford</strong> <strong>Heights</strong>, Yeovil – Utilities Appraisal Report<br />

R/12604/002.02<br />

Appendix A – Illustrative Masterplan<br />

CONTENTS<br />

Identifier<br />

C12604-C002<br />

Name<br />

ILLUSTRATIVE MASTERPLAN Incorporating<br />

Services Information<br />

Existing<br />

12


MH<br />

92.82<br />

IL 92.00<br />

92.72<br />

D<br />

92.81<br />

92.99<br />

92.88<br />

92.96<br />

92.49<br />

92.92<br />

92.36<br />

92.76<br />

92.67<br />

92.74<br />

Key<br />

353,150mE<br />

353,200mE<br />

353,250mE<br />

353,300mE<br />

353,350mE<br />

353,400mE<br />

353,450mE<br />

353,500mE<br />

353,550mE<br />

353,600mE<br />

353,650mE<br />

91.98<br />

92.09<br />

92.68<br />

FPR<br />

Ht 1.2m<br />

92.90<br />

93.72 93.11 92.9992.53<br />

92.65<br />

92.59<br />

92.69<br />

92.36<br />

92.66<br />

89.95 89.57 89.36 89.14<br />

92.19<br />

91.88<br />

FWM<br />

D<br />

88.84<br />

Ht 1.2m<br />

LP<br />

88.96<br />

FIR<br />

Gate<br />

88.86<br />

Gate<br />

Ht 0.9m<br />

S1007<br />

88.74<br />

353,253.743mE<br />

88.76<br />

88.94<br />

89.03<br />

89.02<br />

89.25<br />

RS<br />

114,344.552mN<br />

89.69 SB<br />

89.545m<br />

88.97<br />

89.71<br />

88.98 89.04 89.14<br />

DK<br />

89.41<br />

DK<br />

LP<br />

88.85<br />

89.12<br />

89.51<br />

89.16<br />

89.14<br />

89.28<br />

SV<br />

89.51<br />

SC SV<br />

89.69<br />

SV<br />

88.96 88.90<br />

89.10<br />

89.35<br />

D<br />

90.19<br />

S1006<br />

SV<br />

88.94<br />

89.08<br />

90.09<br />

353,258.980mE<br />

SV SV<br />

114,335.949mN<br />

Bushes<br />

89.24<br />

89.73<br />

89.379m<br />

MP<br />

MP MP<br />

90.23<br />

FPR<br />

SB<br />

90.07<br />

89.59<br />

Gate<br />

Ht 1.2m<br />

Yeovil Court Hotel and<br />

Restraunt<br />

FPR<br />

Ht 1.2m<br />

89.95<br />

DC<br />

89.49<br />

WO<br />

89.35<br />

D<br />

90.47<br />

90.06<br />

LP<br />

90.02<br />

SB<br />

BT<br />

89.88<br />

D 89.50<br />

90.36<br />

89.15 SB<br />

TP<br />

89.79<br />

89.41<br />

90.32<br />

EC<br />

90.17<br />

D<br />

89.26<br />

Crash<br />

90.96<br />

89.18<br />

D<br />

Barrier<br />

89.26<br />

LP<br />

91.05<br />

91.58<br />

89.44<br />

Hedge / Bank<br />

D Ht 2.5m<br />

91.66<br />

90.15<br />

92.78<br />

92.76<br />

92.50 92.1291.53<br />

89.99<br />

DK<br />

Gate<br />

91.37<br />

91.50<br />

91.90 91.87 91.42<br />

91.99 91.95<br />

90.86<br />

90.99<br />

91.40<br />

91.51<br />

90.37<br />

90.50<br />

90.88<br />

89.48<br />

89.41<br />

90.97<br />

90.82<br />

89.94<br />

90.06<br />

89.84<br />

89.72<br />

90.47<br />

89.19<br />

89.37<br />

89.56<br />

90.13<br />

89.27<br />

89.40<br />

90.43<br />

90.36<br />

90.21<br />

90.10<br />

90.16<br />

89.27<br />

89.39<br />

89.83<br />

89.74<br />

89.14<br />

89.05<br />

88.77<br />

88.93<br />

89.50<br />

89.41<br />

89.36<br />

89.57<br />

89.45<br />

89.37<br />

89.25<br />

89.50<br />

88.73<br />

89.22<br />

89.13<br />

89.67<br />

89.08<br />

92.19<br />

LP<br />

92.17<br />

89.77<br />

91.97<br />

90.83<br />

91.82<br />

91.36 91.04 90.69<br />

90.67<br />

91.37<br />

89.92<br />

89.79<br />

89.70<br />

89.43<br />

89.35<br />

89.33<br />

89.55<br />

89.44<br />

88.80<br />

88.71<br />

89.03<br />

89.12<br />

88.11<br />

MH<br />

88.70<br />

UTL<br />

D<br />

88.68<br />

88.66<br />

89.43<br />

89.14<br />

88.83 88.99<br />

88.71<br />

88.66<br />

89.46<br />

89.06<br />

88.90<br />

88.92<br />

TP<br />

92.32<br />

89.60<br />

A30<br />

91.05 90.60<br />

89.32<br />

89.86<br />

90.33<br />

89.19<br />

88.99<br />

89.04<br />

89.07<br />

White Post<br />

Garage<br />

88.92<br />

Camp Road<br />

88.94<br />

88.95 88.82<br />

88.68<br />

86.26<br />

DK<br />

88.88<br />

89.16<br />

89.13<br />

89.34<br />

88.74<br />

88.80<br />

88.73<br />

Posts<br />

88.99<br />

88.71<br />

88.79<br />

88.73<br />

88.76<br />

88.63<br />

89.09 88.68<br />

88.72<br />

88.16<br />

88.30 88.30 88.48<br />

88.44<br />

88.46 87.97 88.31<br />

88.34<br />

87.31 88.06 87.84 87.26 87.16 88.50 88.85 88.43<br />

88.30<br />

88.01<br />

88.11 87.96 88.75<br />

88.09 88.22 87.90<br />

88.42<br />

88.26<br />

87.73 87.47<br />

88.33 88.21 87.85<br />

87.75 87.58<br />

87.55<br />

87.92<br />

87.43 88.28 87.94 88.25 88.00<br />

87.88<br />

87.88<br />

87.12 87.03<br />

87.04<br />

86.93<br />

88.71<br />

88.83<br />

88.60<br />

88.54<br />

88.80<br />

82.36<br />

Tree Top<br />

100.0<br />

S1005<br />

353,324.806mE<br />

114,351.579mN<br />

88.785m<br />

88.65<br />

88.88<br />

88.75<br />

88.69<br />

88.69 88.54 88.39 88.30<br />

D<br />

Typical Tree<br />

88.14<br />

Height 101.0<br />

FWM<br />

LP<br />

Ht 1.2m<br />

88.34<br />

88.22<br />

D<br />

88.45<br />

D<br />

88.73<br />

88.67<br />

D<br />

88.14<br />

RS<br />

88.94<br />

88.41<br />

88.39<br />

88.63<br />

88.60 88.57<br />

D<br />

88.40<br />

MH<br />

88.70<br />

Pit<br />

IL 87.20<br />

88.57<br />

88.68<br />

88.59<br />

88.50<br />

88.54<br />

88.43<br />

88.38<br />

88.81<br />

88.76<br />

D<br />

87.86<br />

88.88<br />

88.77<br />

88.58<br />

87.56<br />

D<br />

87.57<br />

87.71<br />

87.67<br />

D<br />

87.53<br />

87.78<br />

D<br />

87.83<br />

88.70<br />

88.74<br />

MH<br />

87.56<br />

IL 86.36<br />

88.16 88.21<br />

87.97<br />

88.40<br />

DC<br />

88.39 88.40 88.32 88.32<br />

87.33<br />

87.72<br />

TP<br />

Stay 88.92<br />

88.83<br />

88.16<br />

87.94<br />

D<br />

87.27<br />

87.38<br />

87.21<br />

87.61<br />

87.88<br />

87.72 87.59 87.47 87.39<br />

87.84 87.68 87.62<br />

87.66<br />

87.48<br />

87.23<br />

87.13<br />

D<br />

87.30<br />

D<br />

87.28<br />

D<br />

87.08<br />

87.08<br />

87.27<br />

87.73<br />

87.45<br />

87.34<br />

86.94<br />

88.08 87.90<br />

87.29<br />

87.29<br />

87.05<br />

87.60<br />

86.95<br />

87.35<br />

86.90<br />

86.79<br />

87.38<br />

87.87<br />

87.59<br />

86.78<br />

87.42<br />

87.16<br />

87.27<br />

87.70<br />

86.60<br />

87.00<br />

88.78<br />

87.90<br />

87.91<br />

87.35<br />

87.0786.83<br />

86.95<br />

D<br />

87.04<br />

87.57<br />

D<br />

84.68<br />

MH<br />

85.30<br />

IL 82.90<br />

SB Fb<br />

86.98<br />

Bundford<br />

Stone<br />

D<br />

RS<br />

Fb<br />

RW<br />

87.55<br />

87.65 87.60<br />

86.03<br />

Fb<br />

86.22<br />

Roundabout<br />

87.48<br />

MH<br />

SB<br />

DK<br />

DK<br />

86.85<br />

Fb<br />

D<br />

Fb<br />

IL 84.90<br />

85.96<br />

Fb SB<br />

MH<br />

D 86.80<br />

87.28<br />

87.28<br />

86.26 86.00 86.02<br />

Grass SB<br />

IL 82.85 D<br />

86.74 DK<br />

86.67<br />

FWM<br />

86.46<br />

SB<br />

Ht 1.2m<br />

86.36<br />

86.73<br />

86.77 86.84<br />

D<br />

MH<br />

BOL<br />

86.82<br />

87.07<br />

MH<br />

DK<br />

UTL<br />

86.71<br />

86.52<br />

IL 83.92<br />

86.54<br />

86.93<br />

SB<br />

86.53<br />

D<br />

D 86.70<br />

LP<br />

86.37<br />

86.57 87.34 RS BT<br />

87.28<br />

D<br />

DK<br />

86.33<br />

86.68<br />

LP<br />

86.62<br />

MH<br />

86.49<br />

87.28<br />

86.51<br />

Grass<br />

LP<br />

Grass<br />

87.32<br />

D RS<br />

86.45<br />

IL 83.91<br />

LP<br />

86.78<br />

86.54<br />

SB<br />

86.52 86.47<br />

86.67 86.77<br />

87.25<br />

86.62<br />

S1011<br />

353,601.038mE<br />

86.88<br />

114,454.115mN<br />

Bushes and<br />

MH<br />

Bushes and<br />

86.73<br />

87.55<br />

RS<br />

86.836m<br />

Small Trees<br />

Many trees<br />

SV<br />

Stay<br />

Small Trees<br />

86.77<br />

IL 85.78<br />

SV 86.34<br />

and bushes EP<br />

86.35<br />

87.31 87.21<br />

BT<br />

D<br />

86.53<br />

86.87<br />

86.96<br />

87.23<br />

86.93 86.95<br />

85.97<br />

85.61<br />

86.85 86.30<br />

D 86.80<br />

MH<br />

86.83 86.84<br />

DK<br />

86.71 S1009<br />

86.69<br />

86.67<br />

86.77<br />

86.52<br />

353,549.306mE<br />

Pit<br />

DK<br />

86.60<br />

S1012<br />

SC<br />

86.68<br />

86.82<br />

85.10<br />

114,438.092mN<br />

86.67<br />

IL 85.22<br />

353,602.651mE<br />

86.05<br />

87.22<br />

86.70<br />

86.54<br />

86.881m<br />

114,442.440mN<br />

DK<br />

86.693m<br />

MH<br />

86.73<br />

86.63<br />

86.48<br />

2x SV<br />

Bushes<br />

Pit<br />

BT<br />

86.41<br />

IL 85.53<br />

86.44<br />

MH<br />

86.89<br />

86.65 86.62 86.62<br />

86.49<br />

86.57<br />

SC<br />

86.80<br />

86.49<br />

Brick Wall<br />

86.65<br />

D<br />

IL 82.57<br />

86.39<br />

Stay<br />

Ht 0.5m<br />

86.31<br />

SC<br />

86.77<br />

MP<br />

86.65<br />

86.61<br />

86.67<br />

EP<br />

OHC<br />

Gate<br />

86.66<br />

125 LP<br />

Brick Wall<br />

86.31<br />

No. 143a<br />

DK<br />

Ht 0.5m<br />

S1013<br />

86.98<br />

+Hedge<br />

353,569.455mE<br />

SC<br />

D 114,425.377mN<br />

86.48 Brick Wall<br />

Ht 1.0m<br />

No. 143<br />

86.14<br />

GAS<br />

86.26 86.194m<br />

Ht 0.7m<br />

SC<br />

LP<br />

+FCB<br />

87.07<br />

D<br />

86.52<br />

86.16<br />

Ht 1.0m<br />

87.08<br />

Gate<br />

86.31<br />

No. 145<br />

Brick Wall<br />

DK<br />

Ht 0.5m<br />

No. 147<br />

86.46<br />

Tarmac<br />

87.26<br />

86.61<br />

SC<br />

86.71<br />

86.66<br />

86.72 No. 149<br />

Bushes<br />

D DK<br />

86.77 86.81<br />

86.59<br />

87.12<br />

87.85<br />

87.25<br />

87.20 87.11 87.02<br />

86.53 86.42 86.31 86.26 86.17<br />

86.78<br />

86.55<br />

86.65 86.54 86.49 86.44 86.34<br />

86.36<br />

87.26<br />

87.10<br />

D<br />

87.00<br />

D<br />

87.91 87.39 87.31 87.26 87.12<br />

87.13<br />

86.82<br />

86.77<br />

86.89<br />

86.14 86.23 86.34 86.51<br />

86.20 86.35 86.40<br />

86.96<br />

86.43 86.55<br />

86.35<br />

87.48<br />

87.67<br />

87.88<br />

87.92<br />

86.52 86.57 86.62<br />

86.68<br />

87.61<br />

87.76<br />

86.35<br />

86.73<br />

86.62 86.64<br />

86.59<br />

86.68<br />

86.66<br />

85.24<br />

86.81<br />

86.40 86.32 85.98<br />

86.67<br />

86.56<br />

86.84<br />

86.48<br />

86.61<br />

86.63 86.3786.10<br />

85.73<br />

85.61<br />

85.87<br />

85.8585.58<br />

85.9785.73<br />

85.9985.74<br />

85.23<br />

86.85<br />

86.73<br />

86.61<br />

86.43<br />

86.55<br />

86.89<br />

86.34<br />

87.14<br />

87.26<br />

86.77<br />

86.52<br />

86.58<br />

86.45<br />

86.56 86.5886.65<br />

86.51 86.25<br />

86.39<br />

86.49<br />

86.44<br />

86.36<br />

86.37<br />

86.77<br />

86.19<br />

86.63<br />

86.73<br />

86.90<br />

86.79<br />

86.96 87.16 87.37 87.64<br />

87.08<br />

87.00<br />

86.36<br />

86.31<br />

86.30 86.08<br />

86.05<br />

86.61<br />

87.04<br />

85.95<br />

86.44<br />

86.57<br />

87.39<br />

87.30<br />

87.36<br />

87.48<br />

85.85<br />

87.68<br />

85.91<br />

85.59<br />

86.33<br />

86.21<br />

86.11<br />

D<br />

85.30<br />

D<br />

85.30<br />

D<br />

86.06<br />

85.54<br />

85.43<br />

85.82<br />

85.37<br />

86.70 86.72 86.76 86.78<br />

86.38 86.18<br />

85.40<br />

87.01<br />

87.77<br />

85.38<br />

87.73<br />

86.5186.26<br />

87.41<br />

85.99<br />

87.60<br />

87.75<br />

87.72<br />

87.46<br />

86.46<br />

86.60 86.6686.71 86.76 86.78<br />

86.86<br />

85.60<br />

86.48<br />

86.26<br />

87.71<br />

87.66<br />

87.07 87.25 87.46<br />

87.72<br />

87.73<br />

87.01<br />

87.77<br />

86.79<br />

86.87<br />

86.16<br />

87.62<br />

87.29<br />

86.52<br />

86.70<br />

87.16<br />

87.84<br />

84.76<br />

88.80<br />

88.69<br />

88.91<br />

88.81<br />

88.84<br />

88.74<br />

87.56<br />

87.55<br />

85.69<br />

85.48<br />

87.46<br />

85.93<br />

87.34<br />

85.48<br />

86.01<br />

87.26<br />

87.46<br />

84.98<br />

85.09 84.98<br />

86.41<br />

87.22<br />

87.13<br />

84.81<br />

83.13<br />

84.21<br />

88.75<br />

82.80<br />

81.60<br />

83.90<br />

84.86<br />

88.65<br />

88.63<br />

88.78<br />

88.78 88.70 88.60 88.43 88.30 88.13 88.06<br />

88.77<br />

88.82<br />

88.66<br />

88.62<br />

BOL<br />

88.74<br />

88.71<br />

88.85<br />

88.68<br />

88.86<br />

88.86<br />

88.86<br />

88.53<br />

83.81<br />

80.98<br />

82.68<br />

88.50<br />

Stone<br />

RW<br />

88.39<br />

88.76<br />

88.34<br />

84.85<br />

85.56<br />

84.57<br />

88.37<br />

82.22<br />

83.70<br />

85.58<br />

85.92<br />

88.19<br />

88.19<br />

88.58<br />

88.66<br />

LP<br />

88.62<br />

88.60<br />

SB<br />

88.66<br />

TP<br />

89.31<br />

88.88<br />

88.85<br />

88.80<br />

88.59 88.33 88.16<br />

88.44<br />

88.48<br />

88.42<br />

Gate<br />

FWM<br />

Ht 1.2m<br />

GV<br />

88.74<br />

BT<br />

88.65<br />

SC<br />

88.76<br />

BT<br />

88.58<br />

88.28<br />

88.12<br />

87.98<br />

LP<br />

88.13<br />

88.10<br />

SB<br />

88.29<br />

85.21<br />

86.73<br />

83.32<br />

84.70<br />

85.74<br />

88.06<br />

88.32<br />

86.10<br />

85.43<br />

82.61<br />

86.69<br />

87.93<br />

88.61<br />

83.85<br />

84.97<br />

85.86<br />

86.20<br />

87.81<br />

85.36<br />

86.71<br />

84.80<br />

85.84<br />

86.30<br />

87.69<br />

Stone<br />

RW<br />

85.26<br />

86.79<br />

87.58<br />

85.89<br />

86.38<br />

87.48<br />

87.18<br />

86.81<br />

87.35<br />

86.14<br />

87.37<br />

86.37<br />

87.38<br />

87.42<br />

87.28<br />

87.14<br />

87.18 87.24<br />

87.41<br />

86.90<br />

86.61<br />

87.09<br />

87.23<br />

86.90<br />

86.94<br />

86.72<br />

86.78<br />

86.85<br />

87.46<br />

87.44<br />

87.82<br />

86.87<br />

SB 87.90 LP<br />

RS<br />

87.96<br />

SB<br />

88.51<br />

88.61<br />

87.84<br />

88.31<br />

87.74<br />

88.09<br />

88.69 88.53<br />

88.50<br />

87.87<br />

87.92<br />

87.81<br />

88.42 88.29 88.09<br />

88.35<br />

86.87<br />

86.74<br />

86.79<br />

87.95<br />

SB<br />

TP<br />

87.70<br />

PB<br />

87.65<br />

87.91<br />

88.56<br />

RS<br />

87.50<br />

RS<br />

87.48<br />

87.56<br />

87.96<br />

87.96<br />

88.08<br />

87.48<br />

87.44<br />

87.45<br />

Stay 87.09<br />

87.55<br />

87.45<br />

87.81<br />

87.86<br />

RS<br />

87.56<br />

LP<br />

87.51<br />

RS<br />

87.42<br />

87.84<br />

87.28<br />

87.43<br />

87.83<br />

87.39<br />

87.70<br />

87.65<br />

RS<br />

87.46<br />

RS<br />

87.30<br />

87.20 87.13<br />

87.40<br />

87.12<br />

86.79<br />

86.99<br />

87.18<br />

SB<br />

87.15<br />

86.23<br />

88.04 87.38 86.88<br />

87.34 87.35<br />

BOL<br />

86.61<br />

85.30<br />

EP<br />

87.67<br />

86.62<br />

84.84<br />

86.69<br />

RS<br />

LP<br />

85.84<br />

SB<br />

Grass<br />

SB<br />

SB<br />

86.01<br />

EP<br />

86.38<br />

SC<br />

88.18<br />

TP<br />

88.47<br />

88.16<br />

88.03<br />

88.16 87.97<br />

88.31<br />

88.35<br />

88.06 87.99<br />

SC<br />

88.17<br />

88.64<br />

88.58<br />

88.00<br />

87.89<br />

88.11<br />

88.17<br />

88.27<br />

87.90<br />

88.18<br />

SC<br />

87.82<br />

87.91<br />

SC<br />

87.84<br />

SV<br />

87.79<br />

88.01<br />

87.74<br />

87.71<br />

87.66<br />

87.85 87.64 87.81<br />

3x SC<br />

87.74<br />

SC<br />

87.82<br />

SC<br />

87.69<br />

87.58<br />

87.48<br />

87.63<br />

87.89<br />

87.48<br />

87.88<br />

87.17<br />

TP<br />

87.07<br />

87.02<br />

86.90<br />

86.98 86.92<br />

86.82<br />

86.80<br />

86.68<br />

86.52<br />

86.41<br />

86.13<br />

86.72 86.77<br />

86.81<br />

86.82 86.82<br />

85.98<br />

85.52<br />

85.42<br />

85.87<br />

85.25<br />

86.36<br />

84.03<br />

86.34<br />

86.33<br />

82.57<br />

86.46<br />

82.26<br />

86.82<br />

80.53<br />

85.96<br />

86.59<br />

74.74<br />

76.2475.15<br />

78.84 77.91 75.81 76.85<br />

79.89<br />

85.00<br />

80.72<br />

87.35<br />

SC<br />

87.40<br />

87.49<br />

SC<br />

87.33<br />

87.33<br />

87.31<br />

SC<br />

87.22<br />

87.37<br />

87.20<br />

87.06<br />

BT<br />

86.96<br />

SC<br />

87.01<br />

87.12<br />

87.06<br />

BT<br />

86.88<br />

86.93<br />

SC<br />

86.75<br />

2x SV<br />

86.77<br />

MP<br />

86.66<br />

86.59<br />

86.47 86.40<br />

87.01 86.89<br />

86.46<br />

86.92<br />

87.28<br />

87.34 87.56 87.83<br />

86.8886.98<br />

87.14 87.12<br />

86.28<br />

86.50<br />

86.12<br />

86.76<br />

86.61<br />

86.58 86.60<br />

86.53<br />

86.58 86.59 86.64<br />

86.68 86.56<br />

86.52<br />

86.42 86.33<br />

87.12<br />

87.40<br />

87.53<br />

85.78<br />

86.33<br />

86.13<br />

85.72<br />

85.79<br />

Stile<br />

S1004<br />

353,393.393mE<br />

114,369.690mN<br />

88.155m<br />

Wyvern Close<br />

S1008<br />

353,407.031mE<br />

114,386.491mN<br />

88.006m<br />

S1002<br />

353,450.380mE<br />

114,425.725mN<br />

88.065m<br />

Post<br />

87.48<br />

S1001<br />

353,471.549mE<br />

114,391.434mN<br />

87.274m<br />

Helena Road<br />

FWM<br />

Ht 1.2m<br />

Bushes<br />

<strong>West</strong> <strong>Coker</strong> Road (A30)<br />

Post<br />

87.38<br />

Grass<br />

Grass<br />

Nash Lane<br />

Grass<br />

Tree Top<br />

99.5<br />

Grass<br />

Grass<br />

Grass<br />

<strong>West</strong> <strong>Coker</strong> Road (A30)<br />

85.87<br />

85.53<br />

86.09<br />

FWM<br />

Ht 1.2m<br />

No. 173<br />

FWM<br />

Ht 1.2m<br />

Typical Tree<br />

Height 97.5<br />

FWM<br />

Ht 1.2m<br />

S1003<br />

353,393.045mE<br />

114,552.086mN<br />

85.525m<br />

84.45<br />

Gate<br />

FWM<br />

Ht 1.2m<br />

FWM<br />

Ht 1.2m<br />

Typical Tree<br />

Height 102.5<br />

FWM<br />

Ht 1.2m<br />

FWM<br />

Ht 1.2m<br />

FWM<br />

Ht 1.2m<br />

FWM<br />

Ht 1.2m<br />

FWM<br />

Ht 1.2m<br />

80.75<br />

82.94<br />

Typical Tree<br />

Height 97.5<br />

Oakley<br />

No. 159a<br />

Typical Tree<br />

Height 97.0<br />

Typical Tree<br />

Height 104.5<br />

Typical Tree<br />

Height 99.5<br />

Typical Tree<br />

Height 100.0<br />

Typical Tree<br />

Height 93.18<br />

Typical Tree<br />

Height 103.0<br />

Fb<br />

Fb<br />

Fb Fb<br />

Flower<br />

Bed<br />

Fb<br />

Fb<br />

114,600mN<br />

114,550mN<br />

114,500mN<br />

114,450mN<br />

114,400mN<br />

114,350mN<br />

114,300mN<br />

114,250mN<br />

Tarmac<br />

FIR<br />

Ht 0.9m<br />

FPR<br />

Ht 1.2m<br />

Hedge / Bank<br />

Ht 2.5m<br />

Existing foul public sewer<br />

Existing underground 11kV electric<br />

Existing overhead 11kV electric<br />

V<br />

V<br />

V<br />

OHC<br />

OHC<br />

Bus Stop<br />

8" AC<br />

WATER<br />

Existing underground low voltage electric<br />

Existing low pressure gas<br />

Existing overhead telecom<br />

Existing underground telecom<br />

Existing water<br />

4" CI<br />

WATER<br />

Notes<br />

Block<br />

RW<br />

Brick<br />

RW<br />

No. 171<br />

OHC<br />

OHC<br />

Tarmac<br />

Tarmac<br />

OHC<br />

OHC<br />

Tarmac<br />

Tarmac<br />

Tarmac<br />

OHC OHC<br />

Grass<br />

Tarmac<br />

Tarmac<br />

Bus Stop<br />

86.51<br />

86.59<br />

86.72<br />

86.62<br />

Tarmac<br />

86.26<br />

86.41<br />

86.45<br />

86.21<br />

86.09<br />

86.28<br />

86.13<br />

85.34<br />

OHC<br />

85.46<br />

85.37<br />

86.05<br />

86.23<br />

BOL<br />

86.38<br />

86.26<br />

85.62<br />

85.57<br />

86.29<br />

84.96<br />

LP<br />

85.71<br />

85.92<br />

84.92<br />

86.36<br />

86.07<br />

86.54<br />

86.05<br />

86.19<br />

86.48<br />

85.03<br />

RS<br />

85.40<br />

86.24<br />

84.62<br />

84.73<br />

SB<br />

86.60<br />

BT<br />

86.47<br />

86.58<br />

86.83<br />

LP<br />

86.51<br />

SB<br />

86.45<br />

RS<br />

86.47<br />

RS<br />

86.93<br />

LP<br />

86.79<br />

86.27<br />

86.25<br />

86.72<br />

83.93<br />

83.82<br />

82.67<br />

82.54<br />

84.28<br />

84.36<br />

87.16<br />

87.25<br />

87.23<br />

RS<br />

87.30<br />

87.26<br />

87.13<br />

83.38<br />

83.50<br />

82.54<br />

LP<br />

81.78<br />

BOL<br />

85.10<br />

SB<br />

85.95<br />

86.58<br />

85.60<br />

85.28<br />

85.76<br />

86.00<br />

85.27<br />

87.25<br />

81.63<br />

81.51<br />

82.66<br />

81.45<br />

81.62<br />

80.20<br />

80.36<br />

79.08<br />

79.24<br />

80.35 78.97 78.06 77.02 75.90<br />

80.49<br />

77.77<br />

77.94<br />

76.52<br />

76.63<br />

75.11<br />

73.89<br />

74.90 74.05<br />

75.24<br />

73.94<br />

74.04<br />

73.01<br />

72.87<br />

80.76<br />

72.70<br />

80.56<br />

72.82<br />

80.05<br />

86.16<br />

86.51<br />

84.71<br />

86.88<br />

86.93<br />

84.41<br />

87.39<br />

87.37<br />

83.55<br />

82.69<br />

81.71<br />

80.52<br />

79.26<br />

72.03<br />

71.85<br />

71.76<br />

71.89<br />

70.85<br />

70.68<br />

114,700mN<br />

114,650mN<br />

69.70<br />

69.83<br />

69.65<br />

69.49 68.41<br />

68.32<br />

68.60<br />

68.09<br />

68.27<br />

67.61<br />

67.48<br />

67.82<br />

SB 67.53<br />

RS<br />

70.66<br />

D<br />

77.83<br />

D<br />

79.82<br />

D<br />

81.21<br />

D<br />

83.56<br />

MH<br />

85.63<br />

IL 82.33<br />

D<br />

86.05<br />

DK<br />

D<br />

86.05<br />

69.82<br />

69.09<br />

68.63<br />

68.17<br />

67.54<br />

67.25<br />

67.30<br />

68.07<br />

67.16<br />

67.27<br />

67.36<br />

MH<br />

67.33<br />

UTL<br />

69.45<br />

69.97<br />

D<br />

69.98<br />

71.16<br />

70.80<br />

72.08<br />

MH<br />

71.07<br />

UTL<br />

72.20<br />

72.94<br />

D<br />

72.62<br />

73.12<br />

MH<br />

72.88<br />

UTL<br />

73.83<br />

75.31<br />

D<br />

75.69<br />

76.31<br />

77.39<br />

79.17<br />

79.60<br />

81.15<br />

81.81<br />

82.43<br />

83.11<br />

83.89<br />

D<br />

83.85<br />

84.36<br />

MH<br />

84.45<br />

UTL<br />

85.37<br />

S1010<br />

353,580.456mE<br />

114,500.749mN<br />

85.550m<br />

BT<br />

85.91<br />

2x SV<br />

86.30<br />

Watercombe <strong>Heights</strong><br />

84.0082.66<br />

81.79<br />

80.38<br />

Tarmac<br />

79.14<br />

78.16<br />

77.22<br />

78.11<br />

Watercombe Lane (A3088)<br />

76.69<br />

75.29<br />

S1014<br />

353,457.576mE<br />

114,618.309mN<br />

73.732m<br />

No. 159<br />

DC<br />

DC<br />

Stone<br />

RW<br />

No. 157<br />

Stone<br />

RW<br />

No. 153<br />

Brick Wall<br />

+FCB Ht 0.5m<br />

Ht 0.5m<br />

No. 155<br />

Grass<br />

Many trees<br />

and bushes<br />

Brick Wall<br />

Ht 0.5m<br />

+Hedge<br />

Ht 2.0m<br />

No. 153<br />

Brick Wall<br />

Ht 0.5m<br />

+Hedge<br />

Ht 2.0m<br />

No. 151<br />

Grass<br />

Grass<br />

Grass<br />

Tarmac<br />

Many trees<br />

and bushes<br />

Tarmac<br />

Grass<br />

Many trees<br />

and bushes<br />

Bushes and<br />

Small Trees<br />

Grass<br />

Track<br />

No. 169<br />

63 LP<br />

GAS<br />

1. Site layout based on Burrough Hawkins Illustrative<br />

Masterplan dated 29.03.2013.<br />

Notes:<br />

All dimensions are to be checked on site before the<br />

commencement of works. Any discrepancies are to be<br />

reported to the Architect & Engineer for verification. Figured<br />

dimensions only are to be taken from this drawing.<br />

This drawing is to be read in conjunction with all relevant<br />

Engineers' and Service Engineers' drawings and<br />

specifications. This drawing is copyright.<br />

Brick<br />

RW<br />

+FIR<br />

Ht 0.5m<br />

No. 167<br />

4" CI<br />

WATER<br />

Bp<br />

Stone<br />

RW<br />

Many trees<br />

and bushes<br />

74.23 73.17<br />

74.07<br />

Gabion Baskets<br />

72.78<br />

Many trees<br />

and bushes<br />

No. 165<br />

Ps<br />

Stone<br />

RW<br />

No. 163<br />

Stone<br />

RW<br />

No. 161<br />

Concrete<br />

Stone<br />

RW<br />

Stone<br />

RW<br />

FPR<br />

Ht 1.3m<br />

V<br />

Concrete<br />

DK<br />

DK<br />

DK<br />

DK<br />

72.25 71.02<br />

71.91<br />

70.57<br />

Tarmac<br />

69.95<br />

Grass<br />

68.66 67.85<br />

Grass<br />

57.03<br />

64.63<br />

59.83<br />

61.96<br />

64.12<br />

62.79<br />

64.28<br />

60.17<br />

61.49<br />

59.06<br />

57.58<br />

56.59<br />

55.48<br />

53.89<br />

54.74<br />

55.65<br />

50.50<br />

51.09<br />

51.90<br />

52.67<br />

53.57<br />

53.81<br />

54.12<br />

53.05<br />

52.97<br />

53.75<br />

50.22<br />

53.17<br />

52.39<br />

53.10<br />

50.12<br />

50.72<br />

51.34<br />

51.97<br />

52.95<br />

53.48<br />

54.34<br />

53.87<br />

52.05<br />

51.30<br />

52.74<br />

53.35<br />

55.81<br />

56.77<br />

54.57<br />

55.77<br />

53.83<br />

56.85<br />

55.16<br />

57.89<br />

57.06<br />

55.58<br />

51.81<br />

52.12<br />

55.75<br />

54.26<br />

52.72<br />

58.00<br />

54.59<br />

58.34<br />

53.62<br />

54.76<br />

54.56<br />

56.78<br />

57.57<br />

59.24<br />

52.70<br />

55.35<br />

58.18<br />

59.90<br />

56.20<br />

61.53<br />

56.78<br />

61.26<br />

62.91<br />

59.46<br />

60.30<br />

53.08<br />

54.71<br />

54.69<br />

49.46<br />

48.57<br />

48.57<br />

48.80<br />

50.28<br />

51.87<br />

53.61<br />

48.23<br />

49.66<br />

49.97<br />

53.01<br />

53.06<br />

53.20<br />

53.26<br />

53.21<br />

52.90<br />

50.22<br />

49.88<br />

51.14<br />

50.93<br />

53.43<br />

50.59<br />

51.47<br />

51.55<br />

51.95<br />

52.62<br />

51.72<br />

53.19<br />

49.01<br />

52.43<br />

52.54<br />

52.47<br />

49.05<br />

49.68<br />

50.55<br />

52.64<br />

51.57<br />

51.44<br />

51.43<br />

51.59<br />

52.74<br />

52.62<br />

52.67<br />

51.47<br />

51.52<br />

51.61<br />

52.03<br />

51.31<br />

50.87<br />

50.19<br />

51.45<br />

50.87<br />

49.83<br />

49.75<br />

49.51<br />

49.69<br />

49.53<br />

50.54<br />

51.16<br />

50.73<br />

50.93<br />

50.14<br />

50.35<br />

49.83<br />

51.41<br />

50.38<br />

51.17<br />

51.54<br />

51.81<br />

50.17<br />

49.24<br />

49.02<br />

51.20<br />

49.48<br />

50.73<br />

51.77<br />

52.19<br />

50.33<br />

50.92<br />

52.28<br />

49.75<br />

49.32<br />

50.29<br />

51.71<br />

52.15<br />

51.84<br />

51.66<br />

51.48<br />

51.39<br />

51.30<br />

50.71<br />

50.59<br />

50.49<br />

50.58<br />

50.08<br />

49.94<br />

49.62<br />

52.16<br />

51.98<br />

52.44<br />

53.18<br />

53.17<br />

64.46<br />

64.41<br />

64.28<br />

63.41<br />

63.29<br />

61.59<br />

60.51<br />

60.62<br />

60.52<br />

58.47 58.57<br />

59.50 59.64<br />

58.42<br />

54.13<br />

63.47<br />

62.54<br />

62.44<br />

62.32<br />

61.53<br />

61.47<br />

61.35<br />

60.46<br />

60.46<br />

60.38<br />

59.62<br />

59.45<br />

59.49<br />

59.39<br />

58.48<br />

58.38<br />

58.50<br />

57.45<br />

59.01<br />

64.19<br />

58.12<br />

56.63<br />

57.61<br />

57.47<br />

57.57<br />

57.54<br />

57.09<br />

64.49<br />

53.46<br />

54.43<br />

63.71<br />

61.09<br />

62.22<br />

63.28<br />

60.13<br />

56.73<br />

55.76<br />

56.62<br />

56.67<br />

56.57<br />

63.59<br />

62.62<br />

62.58<br />

61.77<br />

56.53<br />

55.75<br />

55.87<br />

55.89<br />

55.77<br />

63.26<br />

63.72<br />

56.28<br />

RS<br />

55.01<br />

55.02<br />

55.13<br />

54.95<br />

55.07<br />

62.00<br />

60.63<br />

55.50<br />

64.67<br />

56.59<br />

55.33<br />

52.90<br />

63.49<br />

52.79<br />

64.33<br />

53.48<br />

63.55<br />

MH<br />

62.49<br />

RG<br />

52.91<br />

61.72<br />

52.69<br />

52.71<br />

63.85<br />

64.33<br />

64.45<br />

60.03<br />

60.02<br />

RG<br />

MH<br />

57.49<br />

RG<br />

8" AC<br />

WATER<br />

V<br />

V<br />

V<br />

Hedge<br />

Oak<br />

56.00<br />

Sycamores<br />

58.00<br />

54.00<br />

60.00<br />

Gt<br />

Oak<br />

Oak<br />

62.15<br />

IL=<br />

61.053<br />

1200<br />

62.00<br />

61.675<br />

1100<br />

Fp<br />

52.00<br />

52.00<br />

V<br />

Oak<br />

Oak<br />

UTL<br />

60.00<br />

Oak<br />

Oak<br />

Oak<br />

58.00<br />

Oak<br />

Oak<br />

Oak<br />

Ash<br />

5 2 . 0 0<br />

5 0 . 0 0<br />

5 4<br />

.<br />

0 0<br />

Oak<br />

55.95<br />

54.78<br />

54.45<br />

54.43<br />

54.30<br />

54.42<br />

54.11<br />

53.96<br />

53.09<br />

53.33<br />

53.97<br />

53.86<br />

53.76<br />

53.87<br />

53.48<br />

53.45<br />

53.26<br />

54.31<br />

RG<br />

53.51<br />

53.40<br />

56.06<br />

56.00<br />

MH<br />

RG<br />

54.46<br />

Oak<br />

IL=<br />

Oak<br />

Oak<br />

Oak<br />

5 0 . 0 0<br />

Oak<br />

Oak<br />

D i t c h<br />

Hedge<br />

Hedge<br />

Hedge<br />

Grass<br />

V<br />

Fp<br />

Oak<br />

Oak<br />

54.00<br />

53.17<br />

MH<br />

6" PVC<br />

WATER<br />

Rev Date<br />

Description<br />

By Ckd<br />

Client<br />

Project<br />

Title<br />

63 LP<br />

GAS<br />

ABBEY MANOR GROUP<br />

PROPOSED RESIDENTIAL<br />

DEVELOPMENT<br />

BUNFORD HEIGHTS<br />

YEOVIL<br />

Illustrative Masterplan<br />

Incorporating Existing<br />

Services Information<br />

6" PVC<br />

WATER<br />

4" CI<br />

WATER<br />

Drawing Status<br />

Job No.<br />

Drawn<br />

180 LP<br />

GAS<br />

Checked<br />

125 LP<br />

GAS<br />

8" AC<br />

WATER<br />

Hydrock<br />

Over Court Barns<br />

Over Lane<br />

Almondsbury<br />

Bristol BS32 4DF<br />

TEL: 01454 619 533<br />

FAX: 01454 614 125<br />

E-Mail: bristol@hydrock.com<br />

or visit www.hydrock.com<br />

Planning<br />

C12604<br />

Scale at A1<br />

Date<br />

RJH 1:1,000 03/04/2013<br />

Issue Date<br />

03/04/2013<br />

Drawing No. Revision<br />

C12604 - C002 -<br />

51.74<br />

Oak<br />

IL=<br />

52.98


<strong>Bunford</strong> <strong>Heights</strong>, Yeovil – Utilities Appraisal Report<br />

R/12604/002.02<br />

Appendix B – List of Utilities<br />

CONTENTS<br />

Identifier<br />

Name<br />

Primary Utility Companies Affected / Capacity Checks / Connectivity:<br />

Letter dated 19/11/12<br />

Letter dated 19/11/12<br />

Letter dated 19/11/12<br />

Letter rec’d 20/11/12<br />

<strong>West</strong>ern Power Distribution.<br />

Wales & <strong>West</strong> Utilities<br />

Wessex Water<br />

British Telecom.<br />

Other Independent Utility Companies Not Affected:<br />

Email dated 21/01/13 Gas Transportation Co.<br />

Email dated 21/01/13 E S Pipelines Ltd. .<br />

Drawing rcd 24/01/13 SSE Pipelines Ltd.<br />

Email dated 22/01/13 Linesearch Website Reply.<br />

Notice dated 21/01/13 KCOM.<br />

Email dated 21/01/13 BSKYB<br />

Email dated 23/01/13 McNicholas - Colt - TATA - KPN<br />

Drawing rcd 24/01/13 Orange.<br />

Email dated 18/01/13 Gamma Telecon<br />

Email dated 18/01/13 Verizon Business<br />

Search dated 22/01/13 OFCOM.<br />

Search dated 22/01/13 Trafficmaster.<br />

Drawing rcd 24/01/13 Spectrum Interactive Plc.<br />

Email dated 18/01/13 Interoute<br />

Letter dated 23/01/13 BT Deep Level Tunnels<br />

Letter dated 04/02/13 Instalcom<br />

Letter dated 04/02/13 Teliasonera<br />

Email dated 17/01/13 Cable and Wireless<br />

/01/13<br />

Email dated 05/02/13 Energetics UK<br />

Email dated 06/02/13 Fulcrum Pipelines Ltd<br />

NOT YET RECEIVED<br />

Envoy Asset Management Ltd.<br />

Vtesse.<br />

13

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