extension of bridgewater primary school bridgewater drive ......extension of bridgewater primary...

Transport Statement

BCALCONSULTING. Orient House, Church Way, Wellingborough, Northamptonshire, NN8 4HJ Telephone: 01933 440024 Fax: 01933 440041 E-mail: [email protected] Web: www.bcal.co.uk

Extension of Bridgewater Primary School

Bridgewater Drive Northampton

For

Northampton Schools Ltd

Report Reference: 4875R003B TS

Date: October 2012

mailto:[email protected]

4875R003B Transport Statement Extension of Bridgewater Primary School, Northampton October 2012

REVISION RECORD Report Ref: 4875R003 TS Rev Description Date Originator Checked

- Planning October 2012 AN PK

A Inclusion of Appendix G to show continuous swept path analysis plans. February 2013 AN PK

B Revised Architect Layout to show increased application boundary. March 2013 AN PK

Disclaimers This report has been prepared for the sole use of the named client and, consequently, is confidential to the client and his professional advisors. The Contracts (Rights of Third Parties) Act 1999 does not apply, nothing in this report confers or purports to confer on any third party any benefit or right. No responsibility whatsoever is accepted to any other person than the named client and, consequently, the contents of this report should not be relied upon by third parties for the whole or any part of its contents. This report is made on behalf of BCAL, no individual is personally liable, and by receiving this report and acting upon it, the client - or any third party relying on it - accepts that no individual is personally liable in contract, tort, or breach of statutory duty (including negligence).

O:\\projects\4800\4875\Technical\Reports\4875R003 - Bridgewater Primary School\4875R003B TS.pdf 1


Contents Page Page No.

4875R003B TS Contents Page 2 1.0 Introduction 3 2.0 Site Description and Proposed School Extension 3 3.0 Surrounding Highway Infrastructure 4 4.0 Site Access and Parking 5 5.0 Vehicle Movement Observations 6 6.0 Sustainable Forms of Transport 7 7.0 Assessment of Vehicular Impact 9 8.0 Existing Recorded Accident Statistics 9 9.0 Conclusion 10 Appendices Appendix A Location Plan

BCAL Dwg No 4875-31

Appendix B Proposed Site Plan

Architecture Initiative Job No Al_2058 Dwg No BR-04 dated Jan 2013

Appendix C Travelling Distances BCAL Dwg No 4875-32

Sustainable Transport Facilities Dwg No 4875-33

Appendix D Bus Route Map and Time Tables Appendix E Trip Generation Rates from NMMS Appendix F Accident Data Appendix G Continuous Swept Path Analysis

Fire Tender – Dennis Sabre (SWB) BCAL Dwg No 4875-34A Coach – Rigid Public Service Vehicle BCAL Dwg No 4875-36A Refuse Lorry – Phoenix 2 Duo Recycler Unit BCAL Dwg No 4875-37A



1.0 Introduction 1.1 This report comprises a Transport Statement in support of a planning application for the

proposed extension of Bridgewater Primary School. Bridgewater Primary School is located off Bridgewater Drive, Northampton as shown on the location plan enclosed in Appendix A.

1.2 The objective of this report is to provide the Planning Authority and Local Highway

Authority (LHA) with sufficient information to consider the highways issues of the proposed school extension for a planning application.

1.3 The reports were scoped with Mr R. Sim-Jones of Northamptonshire County Council, the

Local Highway Authority, who advised that a Transport Statement would be the appropriate level of assessment for the proposed extension of Bridgewater Primary School.

2.0 Site Description and Proposed School Extension 2.1 Bridgewater Primary School is located off Bridgewater Drive, Northampton as shown on

the Location Plan BCAL Dwg No 4875-31 enclosed in Appendix A. The school is located to the east of Northampton in a predominately residential area.

2.2 Bridgewater Primary School is for pupils aged from 4 to 11 years, and currently has 442

pupils. It is proposed to expand the school from a 2 to a 3 form entry. An additional form for the school will result in a proposed capacity of 630 pupils. The proposed extension is shown on the Proposed Site Plan Architecture Initiative Job No Al_2058 Dwg No BR-04 dated Jan 2013 enclosed in Appendix B.

2.3 Bridgewater Primary School currently has 19 full time and 42 part time staff. As a result

of the extension the staff numbers will increase to 25 full time and 50 part time members.



3.0 Surrounding Highway Infrastructure 3.1 The surrounding highway infrastructure is shown in Appendix C. The vehicular access

to the school is located off Bridgewater Drive. In the vicinity of the site Bridgewater Drive is used as a thoroughfare and provides access to the school and neighbouring residential areas. Bridgewater Drive is a 7.3m wide carriageway which is bound by a 1.8m wide footpath on the south side (school side) and a 2.4m wide footpath on the north side of the carriageway. Bridgewater Drive is subject to a 30mph (48kph) speed restriction and has the added benefit of street lighting.

3.2 Bridgewater Drive has a “School Keep Clear” road marking located directly adjacent the

main school access. 3.3 Bridgewater Drive connects with other highway networks which include Abington Park

Crescent in the westbound direction and Church Way in the eastbound direction. Abington Park Crescent runs adjacent to Abington Park, connecting to the wider highways the A5095 Park Avenue South and the A4500 Wellingborough Road. Church Way provides entry into many of the residential areas within the local vicinity.

3.4 There are bus stops located within a 320m radius of the school’s main access on both

Bridgewater Drive and Landcross Drive. 3.5 There is a puffin crossing approximately 40m south of the Abington Park

Crescent/Bridgewater Drive priority junction. 3.6 If a 1m width of both footpaths either side of the carriageway are utilised at 25

pedestrians per minute a 3FE school (630 pupils + 531 parents) will take approximately 9 minutes to pass a distance of 75m. It should be noted that this is a very conservative value as it assumes all parents walking alongside their children. We therefore consider that footways within the vicinity of the school appear to be of sufficient width to provide adequate facilities for pedestrian users at the school.

3.7 The footways within the vicinity of the site have dropped kerbs as well as tactile paving

at the appropriate locations.



4.0 Site Access and Parking 4.1 The school has a vehicular access located off Bridgewater Drive. The vehicular access

is open for staff, deliveries and visitors only. Parents/guardians are not permitted into the car parking area or to park along the access road to the school. The access was observed to be utilised by a small number of parent’s/guardian’s vehicles.

4.2 The school has a pedestrian access located off Bridgewater Drive. Parents do walk to

the school from the Milverton Crescent area across a large grassed area. 4.3 The existing school has 20 cycle parking spaces. As a result of the expansion, cycle

parking will increase to 30 spaces. 4.4 The school currently has 36 car parking spaces including 5 disabled spaces. 4.5 As a result of the proposed extension the school’s car park will increase to 51 staff car

parking spaces, plus 5 disabled spaces for visitors. The school will also be provided with 2 motorcycle parking spaces in addition to a new pupil drop off/parent waiting area with capacity for 27 cars and a dedicated coach lay by area. This will be located adjacent the main school building. The new school parking layout can be seen in Appendix B.

4.6 The inclusion of additional staff car parking and a new pupil drop off/parent waiting area

should mitigate the level of parking/waiting adjacent to the school’s main vehicular access which runs along Bridgewater Drive.

4.7 The school main vehicular access has been checked using a series of AutoTrack

simulations for the following vehicle types: Fire Tender – Dennis Sabre (SWB), Coach – Rigid Public Service Vehicle, and a Refuse Lorry – Phoenix 2 Duo Recycler Unit. It is shown in plans enclosed in Appendix G that all above named vehicles can enter the site, turn and leave in forward gear. A list of vehicle type dimensions can also be found in Appendix G.



5.0 Vehicle Movement Observations 5.1 Vehicle movements on Bridgewater Drive and Church Way were observed at the school

on 3rd October 2011 between 08:00am and 09:00am. 5.2 Parents and guardians who drive their children to school tend to utilise Bridgewater

Drive and Milverton Crescent to drop off or park. 5.3 At the peak of parent drop off, vehicles were parked along Bridgwater Drive from

Abington Park Crescent to Brendon Close and along Milverton Crescent from Bridgewater Drive to Huntsham Close. A few vehicles parked on Maclean Close.

5.4 A very small number of late arrivals parked on footways or across private driveways. 5.5 At the peak drop off vehicles parking on both sides of Bridgewater Drive appeared to

slow through vehicles particularly the low number of buses using this route. 5.6 As would be anticipated there were a significant number of vehicle movements on

Bridgewater Drive and Abington Park Crescent during the morning peak hour. Milverton Crescent was generally lightly trafficked.

5.7 There were no observed traffic movement issues which we believe could not be

mitigated with considerate driver behaviour or would be significantly exacerbated by the proposed extension of Bridgewater Primary School.



6.0 Sustainable Forms of Transport 6.1 The available sustainable transport infrastructure resources, within the vicinity of the

proposed extension are set out below. Details are correct at the time of writing the report. The location of sustainable transport facilities and walking/cycling distances is shown in Appendix C.

6.2 Walking 6.2.1 The surrounding local highway infrastructure is described in section 3. Walking

distances, to various locations are shown on the plan enclosed in Appendix C.

6.2.2 Suggested acceptable walking distances for school journeys which were produced by the Chartered Institution of Highways and Transportation (CIHT) are shown in table 1 below. It can be seen on the plan enclosed in Appendix C that a large number of residential dwellings are located within the CIHT acceptable walking distance of 1000m.

Suggested Acceptable Walking Distance - Commuting/School/Sight-seeing (m) Desirable 500 Acceptable 1000 Preferred maximum 2000

Table 1: Extract of Table 3.2 from ‘Providing for Journeys on Foot’ - CIHT 6.2.3 The existing pedestrian network will therefore provide adequate links for the proposed

new pupils at the school. 6.2.4 The existing footway widths would also appear to be appropriate for existing and

proposed pedestrian trips. 6.3 Cycling 6.3.1 The proposed extension will connect with the surrounding local highway infrastructure

which provides adequate facilities for those predicted to be generated by the school extension. PPG 13 states that cycling has the potential to substitute the car for journeys less than 5km, it is shown in Appendix C that a significant number of residential dwellings are located within a 5km travel distance.

6.4 Public Buses 6.4.1 The school is served by bus stops located on Bridgewater Drive – ‘Abington Vale, o/s

Middle School’ and Landcross Drive – ‘Abington Vale, adj Filleigh Way’. These are located approximately 25m and 320m respectively from school’s main access. The bus route served by these stops are shown on the route map enclosed in Appendix D. General bus service frequencies are set out in table 2 below. Full bus time tables for the bus route can be found in Appendix D.

Service Daytime Frequency First Bus Last Bus Operator

5 – Southfields to

Duston

Every 30 minutes Mon – Sat (Bridgewater Drive, Wescott

Way). 0704 1939 Stagecoach

Midlands Every 30 minutes Mon – Sat (Landcross Drive, shops). 0707 1942

Table 2: Bus Service Details



6.5 Trains 6.5.1 Northampton train station is located approximately 5km driving distance from

Bridgewater Primary School. Northampton train station connects with Birmingham to the north and London to the south. The bus service described above could be utilised to connect with the train station.

6.6 Motorised Two Wheeled Vehicles. 6.6.1 The proposed site highway accesses and the existing surrounding highway infrastructure

enable the use of motorised two wheeled vehicles as a means of transport to the site. The staff car park area will include 2 dedicated motorcycle parking spaces.

6.7 Disabled Access 6.7.1 The surrounding local highway network incorporates dropped kerbs at suitable locations

to aid access to and from the school for disabled people. The extension will incorporate level thresholds and/or ramps to ensure that it is accessible to users with varying levels of disability and visual impairment in line with Building Regulations.

6.8 Summary 6.8.1 The school is shown to be well served and accessible to more sustainable means of

transport providing an alternative to the private car.



7.0 Assessment of Vehicular Impact 7.1 This section will consider the vehicular impact of the proposed extension on the

surrounding highway network. 7.2 The proposed extension will increase pupil numbers by 188 from 442 to 630. The school

is located in a predominately residential area, it is therefore highly likely that the school expansion will continue to serve the local residential dwellings and that the travel pattern will remain similar both pre and post expansion.

7.3 Vehicle trip generation rates for Primary Schools in Northampton were calculated as part

of the Northampton Multi Modal Study. The vehicle trip generation rates for the AM and PM traditional peak hour for the 85th Percentile are shown in table 3 below and enclosed in Appendix E.

Vehicle Trip Generation Rates Per 100 Pupil (85th Percentile) AM 08:00 – 09:00 PM 17:00 – 18:00

Arr. Dep. Arr. Dep. 0.26 0.21 0.01 0.02

Table 3 – Vehicle Trip Generation Rates (85th Percentile) 7.4 Based on the above vehicle trip generation rates the predicted number of new vehicle

trips on the local highway network for the school can be calculated based on an additional 188 pupils. The predicted number of vehicle trips for the AM and PM traditional peak hour is shown in table 4.

Predicated Vehicle Trips

AM 08:00 – 09:00 PM 17:00 – 18:00 Arr. Dep. Arr. Dep. 49 39 2 4

Table 4 – Predicted Vehicle Trip Generation 7.5 The school is therefore predicted to generate approximately 49 additional two-way

vehicle movements on the surrounding highway network as a result of the proposed extension in the morning peak hour.

8.0 Existing Recorded Accident Statistics 8.1 Recorded traffic accident statistics have been obtained from Northamptonshire County

Council’s Interactive Mapping for the three year period prior to October 2012. An extract of the mapping is enclosed in Appendix F.

8.2 From the recorded accident data there are no recorded accidents on Bridgewater Drive

or within the vicinity of the school. 8.3 Based on the above recorded accident data we do not consider an increase in vehicle

trips associated with the school will adversely affect the safety of the neighbouring road network.



9.0 Conclusions 9.1 It is proposed to expand Bridgewater Primary School from a 2 to a 3 form entry. An

additional form for the school will increase pupil numbers by 188 from 442 to 630. Staff numbers at the school will also increase by approximately 14 members.

9.2 As a result of the proposed extension the school’s car parking layout will be rearranged

which will increase the number of onsite staff car parking spaces to 51 plus 5 disabled spaces for visitors. The school will also be provided with 2 motorcycle parking spaces in addition to a new pupil drop off/parent waiting area with capacity for 27 cars and a dedicated coach lay by area. The school’s cycle parking facility will increase to 30 spaces. A layout of the school’s new parking arrangement can be seen in Proposed Site Plan Architecture Initiative Job No Al_2058 Dwg No BR-04 dated Jan 2013 enclosed in Appendix B.

9.3 The school is shown to be well served and accessible to more sustainable means of

transport providing an alternative to the private car. 9.4 The proposed extension is predicted to generate a small number of additional vehicles

on the highway network. We do not consider that the additional vehicles which are predicted to be generated as a result of the proposed extension will have a significant adverse impact of the surrounding highway network.

9.5 There were no observed significant traffic issues associated with the school that we

believe are unable to be improved with more considerate driver behaviour. In addition, a new pupil drop off/parent waiting area should mitigate the level of parking/waiting on Bridgewater Drive, hence provide a more free flowing traffic generation.

9.6 Based on the recorded accident data we do not consider the increase in vehicle trips will

adversely affect the safety of the neighbouring roads or junctions.



Appendix A

Location Plan BCAL Dwg No 4875-31



Appendix B

Proposed Site Plan Architecture Initiative Job No Al_2058 Dwg No BR-04 dated Jan 2013



Appendix C

Travelling Distances BCAL Dwg No 4875-32

Sustainable Transport Facilities BCAL Dwg No 4875-33



Appendix D

Bus Route Map and Time Tables


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Appendix E

Trip Generation Rates from NMMS


Technical Note

Page 1 of 2

J:\120000\120199 NMMS UPDATE\4 INTERNAL PROJECT DATA\4-05 ARUP REPORTS\0006 PROTOCOL NOTE HA\NMMS UPDATE TRIP RATES_WITH PT.DOC

©Arup F0.15Rev 9.4, 15 March 2004

NMMS Update: Highway Trip Generation Rates (Average) – Combined (Person trips)

AM Peak (0800-0900) PM Peak (1700-1800) Development types Land use Arr. Dep. Total Arr. Dep. Total Residential Medium density unit per dwelling (30 – 45 dwellings / 0.13 0.47 0.60 0.42 0.20 0.62 unit HA)

A1/A2 Retail/Services Total

18.56 15.97 34.53 28.12 30.72 58.84

A1/A2 Retail/Services 1024sqm

6.77 6.42 13.19 9.30 10.30 19.60

A1/A2 Retail/Services Town centre

1.30 0.67 1.97 1.31 1.80 3.11

A3 Pub/restaurant 0.00 0.00 0.00 3.42 2.53 5.95 B1 Business Park 2.10 0.20 2.30 0.19 1.49 1.68 B1 Office 2.17 0.27 2.44 0.30 1.68 1.98 B2 Industrial Unit 0.53 0.14 0.67 0.11 0.49 0.60 B2 Industrial Estate 0.66 0.20 0.86 0.15 0.73 0.88 B8 Warehousing 0.17 0.07 0.24 0.11 0.15 0.26

Employment per 100m2

C1 Hotels 0.23 0.24 0.47 0.21 0.19 0.40 Primary School 0.22 0.03 0.25 0.02 0.02 0.04 Number of

trips per pupil Secondary School 0.17 0.08 0.25 0.02 0.03 0.05

NMMS Update: Highway Trip Generation Rates (85th Percentile)

AM Peak PM Peak (0800 – 0900) (1700 –1800) Land Use GFA

Arrival Departure Arrival Departure Residential (per dwelling unit) 0.55 1.64 1.45 0.85 A1/A2 Retail/Services 8.62 7.64 13.39 14.44 A3 Pub/Restaurant 0 0 4.67 3.5 B1 Business Park 2.06 0.57 0.31 1.63 B1 Office 2.93 0.4 0.51 2.4 B2 Industrial Unit 0.92 0.2 0.13 1.19 B2 Industrial Estate 1.51 0.6 0.33 1.21 B8 Distribution Warehouse 0.2 0.12 0.2 0.27 C1 Hotels 0.31 0.64 0.63 0.32 Primary School (per pupil) 0.26 0.21 0.01 0.02 Secondary School (per pupil) 0.15 0.09 0.02 0.03



Appendix F

Accident Data


Nothamptonshire County Council | Interactive Map Page 1 of 1

Reproduced by permission of Ordnance Survey® on behalf of The Controller of Her Majesty's Stationery Office. ©Crown copyright. All rights reserved. Licence number LIG0174

http://maps.northamptonshire.gov.uk/#x=478494,y=261199,zoom=8,base=NCC,layers=accidents|,search=text:NN3 3AF,fade=false,mX=0,mY=0 03/10/2012

N


http://maps.northamptonshire.gov.uk/#x=478494,y=261199,zoom=8,base=NCC,layers=accidents|,search=text:NN3 3AF,fade=false,mX=0,mY=0


Appendix G

Continuous Swept Path Analysis

Fire Tender – Dennis Sabre (SWB) BCAL Dwg No 4875-34A

Coach – Rigid Public Service Vehicle BCAL Dwg No 4875-36A

Refuse Lorry – Phoenix 2 Duo Recycler Unit BCAL Dwg No 4875-37A



BR_Transport Statement_Part1BR_Transport Statement_Part2

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