50
Over Court Barns, Over Lane, Almondsbury Bristol, BS32 4DF, UK. Tel: 01454 619533 Fax: 01454 614125 E-mail: [email protected] www.hydrock.com Proposed Residential Development, Bunford Heights, West Coker Road, Yeovil, Somerset, UTILITIES APPRAISAL REPORT FINAL REPORT Prepared by: Paul Hankinson For: Abbey Manor Group Ref: R/12604/002.02

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Over Court Barns, Over Lane, Almondsbury Bristol, BS32 4DF, UK. Tel: 01454 619533 Fax: 01454 614125 E-mail: [email protected] www.hydrock.com

Proposed Residential Development, Bunford Heights, West Coker Road, Yeovil, Somerset, UTILITIES APPRAISAL REPORT FINAL REPORT Prepared by: Paul Hankinson For: Abbey Manor Group Ref: R/12604/002.02

Bunford Heights, Yeovil – Utilities Appraisal Report R/12604/002.02

2

DOCUMENT CONTROL SHEET

Issued by: Hydrock Consultants Ltd Over Court Barns Over Lane Almondsbury Bristol BS32 4DF

Tel: 01454 691533 Fax: 01454 614125

Client: ABBEY MANOR GROUP Project: BUNFORD HEIGHTS, WEST COKER ROAD, YEOVIL, SOMERSET BA20 2TP Title: UTILITIES APPRAISAL REPORT Status: FINAL REPORT Date: APRIL 2013 Document Production Record

Issue Number: 2 Name Signature

Prepared: Paul Hankinson Services Coordinator

Checked: Richard Hughes Principal Engineer

Approved: Ted Stokes Technical Director

Document Revision Record

Issue number

Date Revision Details

1 March 2013 FOR APPROVAL

2 April 2013 FINAL REPORT

Hydrock Consultants Limited has prepared this report in accordance with the

instructions of the above named Client for their sole and specific use. Any third

parties who may use the information contained herein do so at their own risk.

Bunford Heights, Yeovil – Utilities Appraisal Report R/12604/002.02

3

CONTENTS

1.0 INTRODUCTION

1.1 Terms of Reference & Objectives

1.2 Site Location

1.3 Site Condition

2.0 PROPOSED DEVELOPMENT

2.1 Layout

3.0 UTILITIES

3.1 Utility Information

3.2 Primary Utility Companies Affected

3.3 Other Independent Utility Companies

3.4 Proposed Primary Utility Services

3.4.1 Proposed New Supply Capacities & Costs

3.4.2 Electricity (Western Power Distribution)

3.4.3 Gas (Wales & West Utilities)

3.4.4 Potable Water Supply (Wessex Water)

3.4.5 Telecommunications (BT)

APPENDICES:

A Illustrative Masterplan Incorporating Existing Services

B List of Utilities Consulted and Responses Received

Bunford Heights, Yeovil – Utilities Appraisal Report R/12604/002.02

4

1.0 INTRODUCTION

1.1 Terms of Reference & Objectives

Hydrock Consultants Limited (Hydrock) have been commissioned by Abbey Manor Group

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

Location.

The objectives of the report were to obtain the existing Utility Services information and

confirm that the proposed residential development can be adequately serviced. In addition,

should any existing services cross the site, the utility companies would be requested to

comment and provide relevant information regarding potential service diversions and / or

cut offs etc in accordance with the Illustrative Masterplan as it currently stood.

1.2 Site Location

The site is referenced in Table 1 and the Site Location Plan overleaf.

Table 1: Site Referencing Information

Item Brief Description

Site Name: Bunford Heights

Site Address and Location: West Coker Road, Yeovil, Somerset BA20 2DE

Approximate Grid Reference: OS: E353424, N114502

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

Hollow’.

The site measures approximately 4.26 Ha in area and is located to the southwest of Yeovil town centre, at the junction of the A30 West Coker Road and A3088 Watercombe Lane. Refer to Figure 1-2 for the location. As detailed on the Illustrative Masterplan, the proposed access into the development will be off West Coker Road to the south of the site.

Bunford Heights, Yeovil – Utilities Appraisal Report R/12604/002.02

5

Figure 1-2 Site Location

1.3 Site Condition

A site specific Topographical Survey has been carried out and forms the base of the

Illustrative Masterplan and Existing Services Information plan, drawing no. C12604-C002,

included in Appendix A. Existing service runs have been marked on this plan.

The site is bounded on the east by the A3088 (Watercombe Lane), on the south by the A30 West Coker Road, and on the north and west by open fields. The surrounding areas to the south and east generally consist of residential development.

2.0 PROPOSED DEVELOPMENT

2.1 Layout

The proposed development is an outline planning application for residential development

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

with associated roads, open spaces and landscaping. The provision of 92 residential

dwellings has been tested although it is likely that a reserved matters application would

propose approximately 80 dwellings.

.

Bunford Heights, Yeovil – Utilities Appraisal Report R/12604/002.02

6

3.0 EXISTING UTILITY SERVICES 3.1 Utility Information

This report contains information obtained and provided by the utility companies. It

contains letters and plans showing the location of the utility companies plant within the

vicinity of the site.

All correspondence received from the utility companies is included within the

Appendices. Hydrock Consultants Ltd has taken all reasonable steps, within the

timescales, to obtain the information from the utility companies. The information received

from the utility companies and contained within this report is for information purposes

only. Hydrock Consultants Ltd accept no responsibility for the accuracy of such

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

result of the information contained within this report.

3.2 Primary Utility Companies Affected

The following table summarises the information received from the utility Companies and confirms whether their plant will be affected by the proposed redevelopment of the site. All Plans and correspondence received are included in Appendix B.

TABLE 3-2-1: Utility Apparatus Summary

UTILITY

COMPANY

UTILITY EXISTING PLANT AFFECTED BY

THE WORKS?

DIVERSIONS

REQUIRED?

Scottish &

Southern

Electric

(SSE))

NB: record

plans

supplied by

Western

Power

Distribution

Electricity

YES: –

WPD mains records indicate existing

High Voltage (HV) 11kV overhead

cables traversing the site from east to

approximately west.

These cables run to a pole on the

edge of the south east corner of the

site, then down the pole to cross

beneath West Coker Road.

Refer to Illustrative Masterplan

incorporating Existing Services Plan -

Appendix A.

YES:

The overhead HV line/s

will need to be grounded

through the site and

realigned to

accommodate the final

site layout.

Bunford Heights, Yeovil – Utilities Appraisal Report R/12604/002.02

7

Wessex

Water

(WW)

Public

Foul and

Storm

Water

Sewers

Drainage Strategy is being dealt with by others, therefore the

existing drainage search does not form part of this report.

For the location of the existing sewers (Wessex Water), please refer to Hydrock Consultants Ltd, “Drainage Strategy”.

Wessex

Water

(WW)

Potable

Water

NO: –

WW records indicate there are

existing potable water mains of

various sizes from 4 inch to 8 inch in

the vicinity of the site, all on the

opposite sides of both Watercombe

Lane and West Coker Road.

Refer to Illustrative Masterplan

incorporating Existing Services Plan -

Appendix A.

NO: –

WW mains records

show no public potable

water mains crossing

the site.

Wessex Water have

verbally indicated that

there is sufficient

capacity in the existing

network to serve the

proposed development.

Wales &

West

utilities

(WWU)

Gas NO: –

There are existing low pressure gas

mains in the vicinity of the site,

varying in size from 63mm to 180mm

from which a service may be taken,

subject to capacity.

Refer to Illustrative Masterplan

incorporating Existing Services Plan -

Appendix A.

NO: –

It is anticipated that one

or more of the existing

services should have

the capacity to service

the development,

subject to formal

discussions with WWU

and / or an appropriate

independent gas

provider (IGP).

British

Telecom

(BT)

Telecom NO: –

Existing BT services run along West

Coker Road on the opposite side of

the road.

Refer to Illustrative Masterplan

incorporating Existing Services Plan -

Appendix A.

NO: –

None anticipated.

Bunford Heights, Yeovil – Utilities Appraisal Report R/12604/002.02

8

3.3 Other Independent Utility Companies

In addition to the above utility companies who have plant either crossing or within the local vicinity of the site, the following utility providers who responded, have confirmed they have no plant affected by the proposals. Refer to Appendix B for copy of information request & replies.

• Gas Transportation Company (GTC)

• E S Pipelines Ltd

• SSE Pipelines Ltd./Neos Networks

• Linesearch.org

• KCOM

• BSKYB

• Colt

• TATA

• KPN

• Orange

• Gamma Telecom

• Verizon Business (formerly MCI Worldcom, MFS)

• OFCOM

• Trafficmaster

• Spectrum Interactive Plc

• Interoute

• BT Deep Level Tunnels

• Instalcom

• Teliasorera

• Energetics UK

• Fulcrum Pipelines Ltd. AWAITING INFORMATION –

• Envoy Asset Management Ltd

• Vtesse

Bunford Heights, Yeovil – Utilities Appraisal Report R/12604/002.02

9

A utility enquiry search using the Linesearch.org website has been undertaken and the results of the search conclude that the following companies do not have plant and equipment in ‘zone of interest’ set to an area of 250m for the site with an OS grid reference E353424, N114502 (See Appendix B).

BOC Ltd (A Member of the Linde Group) LinesearchbeforeUdig Asset Owners

BPA Mainline Pipelines Limited

Centrica Energy Manchester Jetline Limited

ConocoPhillips (UK) Ltd Marchwood Power Ltd (Gas Pipeline)

Coryton Energy Co Ltd (Gas Pipeline) NPower CHP Pipelines

E-on UK Plc (Gas Pipelines Only) National Grid Gas & Electricity Transmission

ESSAR Oikos Storage Limited

Esso Petroleum Company Limited Perenco UK Limited (Purbeck Southampton Pipeline)

FibreSpeed Limited Phillips 66

Geo Networks Limited Premier Transmission Ltd (SNIP)

Government Pipelines & Storage System RWEnpower (Little Barford and South Haven)

HV Cables SABIC UK Petrochemicals

Humbly Grove Energy Scottish Power Generation

IGas Energy Shell Pipelines

INEOS Manufacturing (Scotland and TSEP)

Total UK (Finaline, Colnbrook & Colwick Pipelines)

Ineos Enterprises Limited Wingas Storage UK Ltd

Please note that Hydrock Consultants Ltd., is unable to guarantee the accuracy of

information provided by others. This report is based on information available at the time.

Bunford Heights, Yeovil – Utilities Appraisal Report R/12604/002.02

10

3.4 Proposed Primary Utility Services

3.4.1 Proposed New Supply Capacities & Costs.

Following finalisation of the site layout and subsequent liaison with respective utility

companies, the following section summarises the responses received from each

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

(where appropriate).

Based on the Illustrative Masterplan, we are able to advise of the following:

3.4.2 Electricity – Scottish & Southern Electric (SSE)

Western Power Distribution (WPD) provide a general mapping service for electricity

services regardless of region and, although Yeovil falls within the SSE area, WPD record

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

overhead cables traversing the site. This line runs from the south eastern corner adjacent

to the Bunford Hollow Roundabout west north west to the adjacent open fields.

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

the Illustrative Masterplan this will entail a run of approximately 280m.

Discussions have been held with SSE regarding proposed supplies and they have

indicated that, with the installation of a pole mounted transformer near the boundary of the

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

reinforcement work should be required.

Refer to drawing no. C12604-C002 - Appendix A.

3.4.3 Gas – Wales & West Utilities (WWU)

WWU mains records confirm there are existing low pressure gas mains adjacent to the

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

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

possible to service the development proposal.

A formal application for confirmation of the above has been made to WWU

Refer to drawing no. C12604-C002 - Appendix A.

Bunford Heights, Yeovil – Utilities Appraisal Report R/12604/002.02

11

3.4.4 Potable Water Supply – Wessex Water (WW)

WW potable water mains records indicate there are existing potable water mains of

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

opposite sides of both Watercombe Lane and West Coker Road, and will require at least

one road crossing.

Wessex Water have verbally indicated that there is capacity within the existing network to

serve the proposed development and that a connection should be viable from one or more

points to service the site.

A “Development enquiry request” will need to be made to WW in order to establish how

the proposed development can be supplied with potable water.

Refer to Refer to drawing no. C12604-C002 - Appendix A.

3.4.5 Telecommunications – British Telecom (BT)

BT records indicate that there is existing underground telecommunication apparatus

adjacent to the site on the opposite side of West Coker Road. Subject to capacity, the site

may be potentially served from this plant, but a road crossing will be required.

There is no anticipated BT charge to service the new development.

Refer to drawing no. C12604-C002 - Appendix A.

Bunford Heights, Yeovil – Utilities Appraisal Report R/12604/002.02

12

Appendix A – Illustrative Masterplan

CONTENTS

Identifier Name

C12604-C002 ILLUSTRATIVE MASTERPLAN Incorporating Existing Services Information

88.38

87.94

86.60

86.69

86.63

86.65

86.77

87.08

87.26

87.57

87.70

87.55

86.65

86.6586.62

86.68

86.62

86.87

86.67

86.67

86.70

86.83

86.82

86.85

86.84

82.36

86.26

88.11

87.60

88.70

88.74

88.16

88.21

87.97

88.40

88.16

88.63

88.94

88.81

88.76

88.88

88.77

88.58

88.88

88.67

88.60 88.57

90.09

90.19

D

88.45

D

88.14

D

87.86

D

87.57

D

87.83

D

87.53

MH

87.56

D

87.30

D

87.04

D

86.71

D

86.52

MH

86.52

D

86.00

D

MH

85.30

D

87.00

D

86.80

D

86.53

MH

86.73

D

86.14

MH

86.73

MH

86.77

DC

D

86.77

D

86.16

D

86.31

MH

86.57

MH

86.51

D

86.37

D

86.33

D

86.57

D

87.60

D

86.82

D

MH

86.80

MH

86.85

MH

87.07

D

85.96

D

85.30

D

85.30

D

86.06

D

87.28

D

87.08

D

87.27

D

88.73

MH

88.70

D

88.94

D

SV

89.24

D

D

90.06

D

91.66

D

88.84

9

0

.

4

7

DC

D

92.81

MH

92.82

D

D

89.18

D

89.18

MH

88.70

D

88.40

D

88.14

8

8

.

4

8

8

8

.3

9

8

8

.

4

0

8

8

.

3

2

8

8

.

3

2

8

8

.0

8

8

7

.

9

0

8

7

.

9

4

8

7

.

9

2

8

7

.

8

8

8

7

.

9

1

8

7

.

3

9

8

7

.

3

1

8

7

.

2

6

8

7

.

1

3

8

6

.

7

7

8

6

.3

1

8

6

.1

1

8

6

.4

8

86.56

8

6

.6

7

8

6

.6

6

86.93 86.95

8

6

.8

4

8

6

.8

1

8

6

.6

1

8

6

.

5

5

8

6

.3

5

86.54

86.67

86.77

8

6

.

8

9

86.88

8

7

.2

6

89.09

88.68

8

8

.7

2

8

8

.

7

1

8

8

.

8

0

8

8

.8

3

8

8

.9

9

89.03

89.1

2

89.4

4

89.67

8

9

.4

6

8

9

.

9

5

8

9

.

5

7

8

9

.

3

6

8

9

.

1

4

8

9

.

5

6

8

8

.

3

1

8

8

.

2

1

8

8

.

0

6

8

7

.

9

6

8

7

.

8

4

8

7

.

7

3

8

7

.5

8

8

7

.

4

7

8

7

.7

2

8

7

.5

9

8

7

.4

7

8

7

.3

9

8

7

.

2

6

8

7

.

1

6

8

7

.0

3

8

6

.

9

3

8

6

.

8

2

8

6

.

7

3

8

6

.

6

1

8

6

.

4

5

8

6

.

1

9

8

5

.

9

5

8

5

.8

5

85.43

8

5

.0

9

8

4

.9

8

84.68

8

6

.

5

2

8

6

.

5

1

8

6

.

2

5

8

6

.

3

6

8

7

.

0

7

8

6

.

8

3

8

6

.

7

7

8

6

.

5

9

8

6

.

4

3

8

6

.9

4

8

6

.

1

4

8

6

.

2

3

8

6

.3

4

8

6

.5

1

8

6

.6

2

8

6

.6

4

8

6

.6

3

86.3

7

86.1

085.87

8

5

.6

1

8

5

.

2

4

8

6

.

3

6

8

6

.

5

9

8

6

.

5

3

8

6

.

4

2

8

6

.

3

1

8

6

.

2

6

8

6

.

1

7

8

6

.

2

0

8

6

.3

5

8

6

.4

0

8

6

.4

0

8

6

.3

2

8

5

.9

8

85.85

85.58

8

5

.

2

3

8

6

.

3

4

8

6

.3

9

86.49

86.5

6

86.5

8

86.65 86.68

86.7

1

8

6

.9

6

8

7

.1

6

8

7

.3

7

8

7

.6

4

8

7

.6

8

8

7

.4

8

87.3

6

87.3

0

8

7

.

0

4

8

7

.0

0

86.90

8

6

.7

9

86.67

8

6

.

5

7

8

6

.

7

3

8

6

.7

7

8

6

.6

3

8

6

.

6

1

8

6

.

4

4

86.36

8

6

.

0

5

8

5

.5

9

8

5

.3

7

8

5

.

8

2

8

6

.2

1

8

7

.

1

6

87.29

87.29

8

7

.1

38

7

.

0

8

86.90

8

6

.

9

5

8

6

.

6

0

8

6

.7

8

8

6

.

7

9

8

7

.3

8

8

7

.3

5

8

7

.

3

4

8

7

.2

3

8

7

.

2

1

8

7

.

3

3

88.5

7

8

8

.5

4

8

8

.6

0

8

8

.6

3

8

8

.

7

3

8

8

.

7

1

88.68

8

8

.6

6

88.65

8

8

.6

6

8

8

.7

1

8

8

.7

3

8

8

.7

7

8

9

.0

5

8

9

.

2

7

8

9

.

2

7

8

9

.

1

9

89.26

8

9

.4

1

8

9

.

7

2

8

9

.9

4

9

0

.

3

7

9

0

.

8

6

9

1

.

3

7

9

1

.

9

8

8

8

.

4

3

88.50

8

8

.5

9

8

8

.

6

9

8

8

.

7

5

8

8

.

7

9

8

8

.

9

0

8

9

.

0

3

8

9

.

1

3

8

9

.

2

5

89.36

8

9

.4

5

8

9

.5

5

8

9

.4

3

89.25

89.02

89.1289.16

8

9

.

4

1

89.74

9

0

.

1

0

9

0

.1

3

9

0

.3

6

9

0

.

8

2

9

0

.

8

8

9

1

.

4

0

9

1

.

8

8

9

2

.

1

9

9

1

.

9

0

9

1

.

8

7

9

1

.

4

2

9

2

.6

6

9

2

.6

9

92.68

9

2

.

6

7

9

2

.

9

2

9

2

.

4

9

9

2

.

7

2

89.15

88.83

88.99

88.68

88.71

8

8

.

7

4

8

8

.

6

9

8

8

.5

4

8

8

.

3

9

8

8

.3

0

8

8

.

0

9

8

8

.

0

1

8

7

.9

0

9

2

.

9

9

8

8

.

4

6

8

8

.

3

3

8

8

.

2

2

8

8

.

1

1

8

7

.

9

7

8

7

.

8

5

8

7

.

7

5

8

7

.5

5

8

7

.8

4

8

7

.6

8

8

7

.6

2

8

7

.4

8

87.88

87.78

87.67

87.59

87.42

87.35

87.25

87.10

86.98

86.89

8

7

.

4

3

8

7

.

3

1

8

7

.

1

2

8

7

.

0

4

87.22

8

6

.

9

6

8

6

.

8

5

87.23

8

6

.

7

3

8

6

.

5

8

8

6

.

3

0

8

6

.

0

8

8

5

.9

1

85.54

8

4

.9

8

8

4

.

8

1

86.26

86.02

86.49

86.62

8

6

.

3

7

8

6

.

4

4

8

7

.

2

0

8

7

.

1

1

8

7

.

0

2

8

6

.

9

5

8

6

.

8

9

8

6

.

6

8

8

6

.

5

5

8

7

.0

5

8

6

.

4

3

8

6

.

5

5

8

6

.7

0

8

6

.7

2

8

6

.7

6

8

6

.7

8

86.5

1

86.26

85.99

8

5

.7

3

8

5

.

3

8

85.10

85.61

85.97

86.30

86.52

86.54

86.48

86.39

86.31

86.26

86.31

86.46

86.66

8

6

.

6

5

8

6

.

5

4

8

6

.

4

9

8

6

.

4

4

8

6

.

3

4

8

6

.

3

5

8

6

.5

2

8

6

.5

7

8

6

.6

2

8

6

.3

8

8

6

.1

8

85.97

85.73

8

5

.

4

0

8

6

.

4

6

8

6

.4

8

86.60

86.6

6

86.7

1

86.76

86.78

86.86

8

7

.0

7

8

7

.2

5

8

7

.4

6

8

7

.7

7

8

7

.8

4

87.65

87.48

87.3

9

87.28

8

7

.0

8

87.01

8

6

.8

7

8

6

.

7

0

86.74

86.77

86.84

8

6

.

5

2

86.46

8

6

.

1

6

8

5

.6

9

8

5

.4

8

8

5

.

9

3

8

6

.3

3

86.54

86.70

86.93

87.28

87.46

87.77

87.76

87.92

87.88

87.85

87.91

87.90

87.87

87.73

87.61

87.72

87.00

87.12

87.26

87.48

87.67

87.61

87.73

87.75

87.72

87.66

87.73

87.29

86.98

86.69

87.13

87.46

87.46

87.55

87.62

87.72

87.71

87.60

87.41

87.01

86.68

85.60

86.26

86.79

87.16

87.56

87.34

87.26

87.22

87.18

87.14

87.23

86.72

86.90

86.90

86.81

86.79

86.71

86.69

86.73

86.41

86.01

85.48

84.76

84.21

84.86

85.56

85.92

86.10

86.20

86.30

86.38

86.37

86.61

86.14

85.89

85.84

85.86

85.74

85.58

84.85

83.90

83.13

82.80

83.81

84.57

85.21

85.43

85.36

85.26

84.80

84.97

84.70

83.70

82.68

81.60

80.98

82.22

83.32

83.85

82.61

8

7

.

2

7

87.38

87.42

8

7

.2

7

87.35

87.37

87.18

87.24

87.09

86.94

86.81

86.61

86.78

86.85

8

6

.

7

4

8

6

.8

7

8

6

.8

7

8

7

.4

6

8

7

.

4

5

8

7

.4

4

8

7

.4

1

8

7

.

3

8

87.28

87.48

87.58

87.69

87.81

87.93

88.06

88.19

88.37

88.50

88.65

88.75

88.80

88.78

88.63

88.69

8

8

.7

4

8

8

.7

6

8

8

.

8

1

88.83

8

8

.9

3

8

9

.1

4

8

9

.

3

9

8

9

.

4

0

8

9

.

3

7

8

9

.4

8

8

9

.

8

49

0

.0

6

9

0

.

5

0

9

0

.

9

9

9

1

.

5

0

9

2

.

0

9

9

2

.

3

6

8

8

.

5

4

88.58

8

8

.6

8

8

8

.

7

8

8

8

.

8

4

88.66

8

8

.

9

1

8

9

.

0

6

8

9

.

1

4

8

9

.

2

2

8

9

.

3

7

89.50

8

9

.5

7

89.34

89.16

89.28

8

9

.

5

0

89.83

9

0

.

1

6

9

0

.2

19

0

.4

3

9

0

.

9

7

9

1

.

5

1

9

1

.

9

9

9

1

.

9

5

92.36

9

2

.7

6

9

2

.7

8

92.74

9

2

.

7

6

9

2

.

6

5

9

2

.

8

8

89.49

89.26

89.44

89.77

90.15

88.94

89.13

89.08

88.98

89.04

89.14

89.41

89.69

89.73

88.85

88.76

8

8

.

8

0

8

8

.

7

8

8

8

.

7

0

8

8

.6

0

8

8

.4

3

8

8

.

3

0

8

8

.

1

3

8

8

.0

6

87.98

88.12

88.22

88.41

88.53

88.62

88.77

88.86

88.97

89.14

89.35

89.59

89.95

90.47

90.96

91.58

92.19

92.59

92.96

LP

88.34

LP

88.13

87.82

SB

87.90

LP

87.71

87.56

SB

87.95

SB

88.10

88.29

RS

88.39

RS

87.56

LP

87.51

RS

87.46

87.15

SB

87.18

LP

86.62

RS

RS

86.03

LP

85.84

B

O

L

8

6

.

6

1

SB

86.53

LP

87.07

RS

86.47

RS

86.77

SB

LP

86.45

LP

86.78

SB

87.32

87.25

LP

87.34

RS

BOL

SB

86.73

SB

SB

SB

SB

SB

SB

SB

RS

87.42

RS

87.30

PB

87.65

RS

87.48

RS

87.50

RS

87.96

BOL

88.74

LP

92.17

LP

91.05

LP

90.02

89.88

SB

89.79

LP

88.62

SB

88.60

LP

88.96

LP

89.51

RS

89.69

SB

89.71

90.07

SB

90.23

SB

89.41

89.50

8

8

.

4

2

8

8

.3

4

8

8

.

4

4

8

8

.2

6

8

7

.

8

8

8

7

.

3

4

8

7

.

3

5

8

7

.

1

2

8

6

.3

6

8

7

.

8

4

8

8

.

3

9

8

8

.

3

4

8

8

.

3

0

8

8

.

3

0

8

8

.

3

0

8

8

.

2

8

8

8

.

1

6

8

8

.

2

5

8

8

.

0

0

8

8

.

0

4

8

7

.

3

8

8

6

.

8

8

8

6

.6

2

8

6

.3

6

8

6

.3

4

8

6

.

3

3

8

6

.

4

6

8

6

.

8

2

8

6

.

5

9

8

5

.

9

6

8

5

.

0

0

8

4

.

4

5

8

2

.

9

4

8

0

.

0

5

8

0

.

5

6

8

0

.

7

6

8

0

.

7

5

8

0

.7

2

7

9

.

8

9

8

0

.

5

3

8

2

.2

6

82.57

84.03

84.84

85.30

8

6

.

2

3

8

6

.

7

9

8

7

.

2

8

8

7

.

8

7

8

8

.

1

9

8

7

.

7

4

8

9

.3

3

8

9

.3

5

8

9

.

4

3

8

9

.

7

0

8

9

.

7

9

8

9

.

9

2

8

8

.

6

1

8

8

.6

6

8

8

.

7

6

8

8

.7

3

9

1

.

3

7

9

1

.

8

2

9

3

.

7

2

9

3

.

1

1

9

2

.

9

9

9

2

.

5

3

9

1

.

9

7

9

1

.

3

6

9

1

.

0

4

9

0

.

6

9

9

0

.

6

7

9

0

.

8

3

Gate

88.7488.92

8

8

.

5

0

8

8

.

4

3

8

8

.

8

5

8

8

.7

5

8

8

.

3

1

8

8

.0

9

8

8

.6

9

8

8

.5

3

8

7

.9

2

85.87

85.98

8

6

.0

1

8

7

.

6

5

8

7

.

2

0

8

7

.

1

3

8

7

.

4

0

8

7

.

1

2

8

6

.

9

9

85.99

85.74

8

7

.

7

0

8

7

.

8

3

8

7

.8

4

8

7

.

8

1

8

7

.

8

6

8

7

.

4

58

7

.

4

4

8

7

.4

5

8

7

.

4

3

8

7

.

3

9

8

7

.5

68

7

.

4

8

8

7

.5

5

8

7

.6

6

8

7

.8

1

8

7

.9

1

8

8

.4

2

8

8

.2

9

8

8

.0

9

8

7

.9

6

87.96

88.08

8

8

.

3

5

8

8

.5

0

8

8

.5

6

8

8

.6

1

8

8

.5

1

8

8

.3

2

9

2

.

9

0

9

2

.

5

0

9

2

.

1

2

9

1

.

5

3

9

1

.

0

5

9

0

.

6

0

9

0

.

3

3

8

9

.

8

6

Stay

87.21

EP

87.31

TP

87.70

EP

86.66

Stay

86.49

EP

87.67

EP

86.38

S

t

a

y

8

7

.

0

9

TP

87.07

TP

88.47

TP

89.31

TP

88.92Stay

88.82

TP

90.32

TP

92.32

85.42

85.52

8

5

.2

5

8

6

.7

2

8

6

.7

7

8

6

.

6

8

8

6

.

8

0

8

6

.

9

2

8

6

.

5

2

8

6

.1

3

8

6

.4

1

8

6

.

8

1

8

6

.

8

2

8

6

.

8

2

8

6

.9

2

8

7

.1

4

8

7

.2

8

8

7

.3

4

8

7

.5

6

8

7

.8

3

8

6

.

7

6

8

6

.8

8

8

6

.9

8

87.55

8

6

.

5

0

86.33

86.13

8

6

.

0

9

85.8

7

8

5

.

5

3

8

5

.

7

2

85.78

8

6

.

1

2

8

6

.

2

8

85.7

9

86.22

8

6

.

9

8

8

6

.

8

2

8

6

.

9

0

8

7

.

0

2

8

7

.

1

7

8

7

.3

5

8

7

.4

8

8

7

.6

6

8

7

.7

4

8

7

.8

9

8

8

.0

3

8

8

.1

6

8

8

.2

8

8

8

.4

2

8

8

.4

8

88.66

8

8

.1

6

8

7

.9

7

8

8

.6

8

8

8

.7

1

8

8

.8

0

8

9

.1

9

8

8

.

8

8

8

8

.

8

5

8

8

.

8

0

88.6

4

88.58

8

9

.

3

2

8

9

.

6

0

8

9

.

9

9

89.04

88.99

88.92

89.07

88.95

88.82

8

7

.

0

1

8

6

.

8

9

87.28

8

7

.1

4

8

7

.1

2

8

7

.7

1

8

8

.0

1

8

8

.

0

0

8

6

.

7

8

8

6

.

6

6

86.72

8

6

.

5

9

8

6

.

4

7

8

6

.

4

0

8

6

.4

6

8

6

.

6

1

8

6

.5

8

8

6

.

6

0

8

6

.

5

3

8

6

.5

8

8

6

.5

9

8

6

.6

4

8

6

.6

8

8

6

.5

6

8

6

.

5

2

86.4

2

86.33

8

7

.

1

2

8

7

.4

0

87.53

8

6

.

7

9

86.93

8

7

.1

2

87.06

8

7

.

0

6

8

7

.

2

0

87.378

7

.

3

1

8

7

.

3

3

8

7

.

4

9

8

7

.

8

8

8

7

.

8

9

8

7

.

6

3

8

7

.

4

8

8

7

.

5

8

8

8

.8

6

8

8

.8

6

8

8

.8

6

8

8

.5

9

8

8

.3

3

8

8

.1

6

88.44

8

8

.0

6

8

7

.9

9

88.31

8

8

.3

5

8

8

.1

1

8

8

.1

7

88.17

87.9

0

87.91

88.27

88.18

8

7

.8

5

8

7

.6

4

8

7

.8

1

8

8

.8

5

8

8

.8

8

88.94

BT

86.96

BT

86.44

BT

87.28

BT

86.88

BT

86.96

BT

88.58

BT

88.65

BT

90.36

SV

86.34

SV

86.35

SC

87.82

87.74

3x SC

SC

87.69

2x SV

86.41

SC

86.48

SC

86.52

SC

86.71

SC

86.67

SC

86.49

SC

86.05

2x SV

86.77

SC

86.75

SC

87.01

SC

87.22

SC

87.40

SC

87.33

SC

88.76

SC

88.18

SC

SV

87.79

SC

87.84

SC

87.82

SV

89.08

SV

WO

89.35

SV

89.10

SC

88.96

SV

88.90

SV

89.51

MP

86.61

MP

MP

MP

MP

Stile

Post

87.38

Post

87.48

P

o

s

ts

GV

88.74

EC

90.17

S1001

353,471.549mE

114,391.434mN

87.274m

S1004

353,393.393mE

114,369.690mN

88.155m

S1005

353,324.806mE

114,351.579mN

88.785m

S1012

353,602.651mE

114,442.440mN

86.693m

S1013

353,569.455mE

114,425.377mN

86.194m

S1009

353,549.306mE

114,438.092mN

86.881m

86.80

S1011

353,601.038mE

114,454.115mN

86.836m

S1008

353,407.031mE

114,386.491mN

88.006m

S1002

353,450.380mE

114,425.725mN

88.065m

S1003

353,393.045mE

114,552.086mN

85.525m

Gate

Gate

Gate

S1006

353,258.980mE

114,335.949mN

89.379m

S1007

353,253.743mE

114,344.552mN

89.545m

Gate

Gate

W

e

s

t C

o

k

e

r

R

o

a

d

(

A

3

0

)

W

y

v

e

rn

C

lo

s

e

H

e

l

e

n

a

R

o

a

d

N

a

s

h

L

a

n

e

W

e

s

t C

o

k

e

r R

o

a

d

(A

3

0

)

A

3

0

Camp Road

Grass

Grass

G

ra

s

s

G

rass

G

ra

s

s

G

ra

s

s

G

r

a

s

s

G

r

a

s

s

Bushes and

Small Trees

Bushes and

Small Trees

FWM

Ht 1.2m

FWM

Ht 1.2m

FWM

Ht 1.2m

FWM

Ht 1.2m

FWM

Ht 1.2m

FWM

Ht 1.2m

FWM

Ht 1.2m

FWM

Ht 1.2m

FWM

Ht 1.2m

FWM

Ht 1.2m

FWM

Ht 1.2m

FWM

Ht 1.2m

FWM

Ht 1.2m

FWM

Ht 1.2m

FWM

Ht 1.2m

Typical Tree

Height 97.5

Typical Tree

Height 97.5

Typical Tree

Height 97.0

Typical Tree

Height 99.5

Typical Tree

Height 100.0

Typical Tree

Height 93.18

Typical Tree

Height 103.0

Typical Tree

Height 104.5

Typical Tree

Height 102.5

Typical Tree

Height 101.0

Tree Top

99.5

Tree Top

100.0

35

3,1

50

mE

35

3,2

00

mE

35

3,2

50

mE

35

3,3

00

mE

35

3,3

50

mE

35

3,4

00

mE

35

3,4

50

mE

35

3,5

00

mE

35

3,5

50

mE

35

3,6

00

mE

35

3,6

50

mE

114,250mN

114,300mN

114,350mN

114,400mN

114,450mN

114,500mN

114,550mN

114,600mN

114,650mN

114,700mN

White Post

Garage

Yeovil Court Hotel and

Restraunt

Oakley

No. 159a

Grass

Grass

Flower

Bed

Fb

Fb

Fb

Fb

Fb

Fb

Fb

Fb

Fb

Fb

Fb

Fb

Bundford

Roundabout

B

u

s

S

to

p

B

u

s

S

t

o

p

Bushes

O

H

C

O

H

C

O

H

C

O

H

C

OH

C

O

H

C

O

H

C

T

a

r

m

a

c

T

a

rm

a

c

Tarmac

T

a

r

m

a

c

T

a

rm

a

c

T

a

r

m

a

c

Tarmac

Tarmac

8

6

.

5

1

8

6

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6

8

6

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9

8

6

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4

8

8

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1

6

8

6

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2

9

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6

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2

6

8

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3

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6

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5

8

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5

8

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7

8

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9

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6

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6

1

6

7

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1

6

6

7

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4

8

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9

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8

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3

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6

9

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7

6

7

2

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7

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3

.

9

4

7

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7

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5

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9

8

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5

4

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86.36

86.83

87.23

8

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2

6

8

6

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7

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8

6

.

2

4

8

5

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7

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8

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7

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5

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9

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4

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9

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7

4

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6

6

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3

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0

8

4

.

3

6

8

4

.

7

3

RS

87.30

LP

86.51

SB

86.45

RS

86.47

LP

86.79

RS

86.93

BOL

86.38

SB

86.60

LP

85.71

RS

85.40

LP

81.78

BOL

85.10

SB

SB67.53

RS

70.66

8

7

.

2

5

8

6

.

5

8

8

6

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5

8

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D

86.05

D

86.05

MH

85.63

D

83.56

D

81.21

D

79.82

D

77.83

MH

67.33

D

69.98

MH

71.07

D

72.62

MH

72.88

D

75.69

D

83.85

MH

84.45

BT

86.47

BT

85.91

2x SV

86.30

85.37

84.36

83.11

81.81

79.17

76.31

83.89

82.43

81.15

79.60

77.39

75.31

73.83

72.94

72.08

71.16

69.97

68.17

67.25

73.12

72.20

70.80

69.45

68.07

67.30

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1

1

UTL

UTL

UTL

UTL

S1010

353,580.456mE

114,500.749mN

85.550m

S1014

353,457.576mE

114,618.309mN

73.732m

IL 82.33

W

a

t

e

r

c

o

m

b

e

H

e

i

g

h

t

s

W

a

t

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c

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m

b

e

L

a

n

e

(

A

3

0

8

8

)

T

a

r

m

a

c

T

a

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G

a

b

i

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n

B

a

s

k

e

t

s

G

r

a

s

s

G

r

a

s

s

Grass

G

r

a

s

s

T

a

r

m

a

c

T

a

r

m

a

c

Tarm

ac

Grass

IL 82.85

IL 84.90

UTL

Stone

RW

Grass

G

ra

s

s

IL 82.90

IL 83.92

IL 83.91

IL 85.78

Bushes

Brick Wall

Ht 0.5m

Gate

No. 143a

No. 143

IL 82.57

Brick Wall

Ht 0.5m

+Hedge

Ht 1.0m

O

H

C

O

H

C

OHC

Brick Wall

Ht 0.7m

+FCB

Ht 1.0m

Gate

No. 145

No. 147

Pit

IL 85.22

Brick Wall

Ht 0.5m

Pit

IL 85.53

No. 149

No. 151

Bushes

Brick Wall

Ht 0.5m

+Hedge

Ht 2.0m

Brick Wall

Ht 0.5m

+Hedge

Ht 2.0m

No. 153

Brick Wall

Ht 0.5m

+FCB

Ht 0.5m

No. 155

No. 153

Stone

RW

Stone

RW

G

r

a

s

s

DC

DC

No. 157

No. 159

IL 86.36

Many trees

and bushes

Many trees

and bushes

Many trees

and bushes

Many trees

and bushes

Many trees

and bushes

Many trees

and bushes

Stone

RW

Stone

RW

Stone

RW

No. 161

No. 163

Stone

RW

Stone

RW

Stone

RW

Bp

Ps

Brick

RW

FPR

Ht 1.3m

+FIR

Ht 0.5m

Stone

RW

Grass

Track

No. 165

No. 167

No. 169

No. 171

No. 173

Bushes and

Small Trees

Pit

IL 87.20

Brick

RW

T

a

rm

a

c

C

o

n

c

r

e

t

e

C

o

n

c

r

e

t

e

Block

RW

Bushes

UTL

FPR

Ht 1.2m

FPR

Ht 1.2m

Hedge / Bank

Ht 2.5m

Hedge / Bank

Ht 2.5m

Crash

Barrier

FPR

Ht 1.2m

IL 92.00

FPR

Ht 1.2m

FIR

Ht 0.9m

FIR

Ht 0.9m

DK

DK

DK

DK

DK

DK

DK

DK

DK

DK

DK

DK

DK

DK

DK

DK

DK

DK

DK

DK

53.61

54.12

54.74

55.65

55.48

56.59

57.58

59.06

60.17

61.49

62.79

64.28

64.12

61.96

59.83

57.03

53.19

53.05

53.89

53.08

53.81

52.97

53.75

52.72

53.57

52.39

53.10

52.12

52.67

51.81

51.90

51.30

51.09

50.72

50.50

50.22

50.12

51.34

51.97

52.05

52.95

52.74

53.87

53.35

54.57

53.83

55.16

54.26

55.77

54.59

55.58

54.71

57.06

54.69

58.34

56.78

57.89

56.20

56.85

55.35

55.75

54.56

54.34

53.62

53.17

52.70

53.48

55.81

54.76

58.00

56.77

59.90

58.18

61.26

59.46

62.91

60.30

61.53

59.24

56.78

57.57

48.23

49.01

48.57

49.46

48.57

49.66

48.80

49.97

49.05

50.28

51.87

53.01

53.06

53.20

53.26

52.90

53.21

53.43

49.68

50.22

49.88

50.55

50.59

51.14

50.93

51.47

51.95

51.55

52.62

51.72

52.43

51.57

52.47

51.44

52.54

51.43

52.64

51.59

52.74

52.67

51.47

52.62

51.52

49.75

49.53

49.02

49.51

49.2449.83

49.69

50.19

50.17

50.54

50.87

51.31

51.61

52.03

51.16

51.45

50.73

50.87

50.35

50.14

49.83

49.48

50.93

50.38

51.41

50.73

51.20

51.17

51.81

51.77

51.54

49.32

49.75

50.29

50.33

50.92

51.71

52.19

52.28

52.15

51.84

51.66

51.48

51.39

51.30

50.71

50.59

50.49

50.58

50.08

49.94

49.62

51.98

52.16

52.44

53.18

53.17

54.13

53.09

53.4853.45

53.33

53.97

5

3

.9

6

53.86

54.43

54.45

55.015

5

.1

3

55.02

55.76

5

5

.8

7

55.75

56.63

5

6

.7

3

56.62

57.61

57.47

58.47

58.57

58.42

59.50

59.64

59.62

60.51

60.62

60.52

61.59

64.46

64.41

64.28

63.29

63.41

63.47

62.54

62.44

62.32

61.35

61.47

61.53

60.46

60.46

60.38

59.39

59.49

59.45

58.48

5

8

.5

0

58.38

57.45

5

7

.5

7

57.54

56.57

5

6

.6

7

56.53

55.77

5

5

.8

9

55.07

54.95

54.30

54.42

53.87

53.76

53.26

53.40

52.98

53.51

54.11

54.78

55.50

56.28

57.09

58.12

59.01

60.13

61.09

62.22

63.28

64.19

RS

60.63

61.77

62.00

62.58

62.62

63.26

63.72

63.71

63.59

64.49

6

4

.6

3

64.67

63.49

54.43

53.46

52.90

52.79

56.59

55.33

64.33

61.72

62.49

RG

63.55

MH

53.48

52.91

52.69

52.71

63.85

64.33

64.45

53.17

MH

54.31

RG

56.06

MH

55.95

RG

57.49

RG

60.02

MH

60.03

RG

Sycamores

Oak

Oak

Oak

Oak

Oak

Oak

Oak

Oak

Oak

Oak

Oak

Oak

Oak

Oak

Oak

Oak

Oak

Oak

Oak

5

0

.

0

0

5

0

.

0

0

5

2

.

0

0

5

2

.

0

0

5

2

.0

0

5

4

.

0

0

5

4

.0

0

5

4

.

0

0

5

6

.

0

0

56.00

5

8

.

0

0

5

8

.0

0

6

0

.

0

0

60.00

6

2

.

0

0

1100

61.675

1200

61.053

IL=

51.74

IL=

54.46

UTL

IL=

62.15

Ash

Oak

Oak

D i t c h

Fp

Fp

Hedge

Hedge

Hedge

Hedge

Gt

Grass

V

V

V

V

V

V

V

V

V

6" PVC

WATER

6" PVC

WATER

8" AC

WATER

8" AC

WATER

8" AC

WATER

4" CI

WATER

4" CI

WATER

4" CI

WATER

125 LP

GAS

180 LP

GAS

125 LP

GAS

63 LP

GAS

63 LP

GAS

DateScale at A1Drawn

Job No.

Drawing No.

Revision

Drawing Status

Issue DateChecked

Planning

C12604

RJH1:1,000

03/04/2013

C12604 - C002 -

Hydrock

Over Court Barns

Over Lane

Almondsbury

Bristol BS32 4DF

TEL: 01454 619 533

FAX: 01454 614 125

E-Mail: [email protected]

or visit www.hydrock.com

Project

Title

Client

ABBEY MANOR GROUP

PROPOSED RESIDENTIAL

DEVELOPMENT

BUNFORD HEIGHTS

YEOVIL

Illustrative Masterplan

Incorporating Existing

Services Information

DescriptionDateRev CkdBy

Key

Notes:

All dimensions are to be checked on site before the

commencement of works. Any discrepancies are to be

reported to the Architect & Engineer for verification. Figured

dimensions only are to be taken from this drawing.

This drawing is to be read in conjunction with all relevant

Engineers' and Service Engineers' drawings and

specifications. This drawing is copyright.

03/04/2013

Existing foul public sewer

Notes

1. Site layout based on Burrough Hawkins Illustrative

Masterplan dated 29.03.2013.

Existing underground 11kV electric

Existing overhead 11kV electric

Existing low pressure gas

Existing overhead telecom

Existing underground telecom

Existing water

Existing underground low voltage electric

Bunford Heights, Yeovil – Utilities Appraisal Report R/12604/002.02

13

Appendix B – List of Utilities

CONTENTS

Identifier Name

Primary Utility Companies Affected / Capacity Checks / Connectivity:

Letter dated 19/11/12 Western Power Distribution.

Letter dated 19/11/12 Wales & West Utilities

Letter dated 19/11/12 Wessex Water

Letter rec’d 20/11/12 British Telecom.

Other Independent Utility Companies Not Affected:

Email dated 21/01/13 Gas Transportation Co.

Email dated 21/01/13 E S Pipelines Ltd. .

Drawing rcd 24/01/13 SSE Pipelines Ltd.

Email dated 22/01/13 Linesearch Website Reply.

Notice dated 21/01/13 KCOM.

Email dated 21/01/13 BSKYB

Email dated 23/01/13 McNicholas - Colt - TATA - KPN

Drawing rcd 24/01/13 Orange.

Email dated 18/01/13 Gamma Telecon

Email dated 18/01/13 Verizon Business

Search dated 22/01/13 OFCOM.

Search dated 22/01/13 Trafficmaster.

Drawing rcd 24/01/13 Spectrum Interactive Plc.

Email dated 18/01/13 Interoute

Letter dated 23/01/13 BT Deep Level Tunnels

Letter dated 04/02/13 Instalcom

Letter dated 04/02/13 Teliasonera

Email dated 17/01/13 /01/13

Cable and Wireless

Email dated 05/02/13 Energetics UK

Email dated 06/02/13 Fulcrum Pipelines Ltd

NOT YET RECEIVED

Envoy Asset Management Ltd.

Vtesse.