Appendix B: Pers Report

Full Input Data And Results Full Input Data And Results

User and Project Details Project: Title: Location: Additional detail: File name: Hound Road Hamble Lane Signalisation short flares.lsg3x Author: Company: Address: Full Input Data And Results

Network Layout Diagram

1 Unnamed Junction

5/1

Arm 5 - 5 Arm

Arm 1 - 1/2 1/1

3/1 1 3/2 2

Arm 3 - C Arm 4 -

1 4/1

1 2

2/1 2/2

Arm 2 - 2 Arm

Arm 6 - 6/1

Full Input Data And Results

Phase Diagram

D C F

I H E

Full Input Data And Results

Phase Input Data Phase Name Phase Type Assoc. Phase Street Min Cont Min

A Traffic 7 7

B Traffic 7 7

C Traffic 7 7

D Pedestrian 7 7

E Pedestrian 7 7 F Pedestrian 7 7

G Pedestrian 7 7

H Pedestrian 7 7

I Pedestrian 7 7

Phase Intergreens Matrix Starting Phase

A B C D E F G H I

A - - 5 5 5 - 5 5 5

B - - 5 5 5 - 5 5 5

C 5 5 - - 5 5 5 - 5

Terminating D 8 8 ------Phase E 8 8 8 ------

F - - 8 ------

G 8 8 8 ------

H 8 8 ------I 8 8 8 ------

Phases in Stage Stage No. Phases in Stage

1 A B

2 C 3 D E F G H I

Stage Diagram 1 Min >= 7 2 Min >= 7 3 Min >= 7 A A A

G G G D D D C F C F C F

I I I H H H E E E

B B B

Phase Delays Term. Stage Start Stage Phase Type Value Cont value

There are no Phase Delays defined

Full Input Data And Results

Prohibited Stage Change To Stage

1 2 3

From 1 5 5 Stage 2 5 5

3 8 8

Full Input Data And Results Give-Way Lane Input Data Junction: Unnamed Junction

Max Flow Min Flow Non-Blocking Max Turns when when Opposing Opp. Lane Opp. Right Turn Right Turn Lane Movement Storage RTF in Intergreen Giving Way Giving Way Lane Coeff. Mvmnts. Storage (PCU) Move up (s) (PCU) (PCU) (PCU/Hr) (PCU/Hr) 1/2 4/1 (Right) 1439 0 2/2 1.09 All 2.00 - 0.50 2 2.00

Full Input Data And Results Lane Input Data Junction: Unnamed Junction

Def User Physical Lane Turning Lane Start End Sat Flow Saturation Nearside Lane Phases Length Width Gradient Turns Radius Type Disp. Disp. Type Flow Lane (PCU) (m) (m) (PCU/Hr) 1/1 U A 2 3 60.0 Geom - 3.00 0.00 Y Arm 6 Ahead Inf

1/2 O A 2 3 3.0 Geom - 3.00 0.00 Y Arm 4 Right Inf

2/1 U B 2 3 3.5 Geom - 3.00 0.00 Y Arm 4 Left Inf

2/2 U B 2 3 60.0 Geom - 3.00 0.00 Y Arm 5 Ahead Inf

3/1 U C 2 3 3.5 Geom - 3.00 0.00 Y Arm 5 Left Inf 3/2 U C 2 3 60.0 Geom - 3.00 0.00 Y Arm 6 Right Inf

4/1 U 2 3 60.0 Inf ------

5/1 U 2 3 60.0 Inf ------

6/1 U 2 3 60.0 Inf ------

Traffic Flow Groups Flow Group Start Time End Time Duration Formula

1: 'AM Peak Baseline' 08:00 09:00 01:00

2: 'PM Peak Baseline' 17:00 18:00 01:00

3: 'AM Peak development scenario' 08:00 09:00 01:00

4: 'PM Peak development scenario' 17:00 18:00 01:00

Scenario 1: 'AM Peak baseline' (FG1: 'AM Peak Baseline', Plan 1: 'Network Control Plan 1') Traffic Flows, Desired Desired Flow : Destination

A B C Tot.

A 0 678 64 742

Origin B 452 0 183 635

C 288 366 0 654

Tot. 740 1044 247 2031

Full Input Data And Results

Traffic Lane Flows Scenario 1: Lane AM Peak baseline

Junction: Unnamed Junction

1/1 742(In) (with short) 678(Out)

1/2 64 (short)

2/1 183 (short)

2/2 635(In) (with short) 452(Out)

3/1 288 (short)

3/2 654(In) (with short) 366(Out)

4/1 247

5/1 740

6/1 1044

Lane Saturation Flows Junction: Unnamed Junction

Lane Turning Nearside Allowed Turning Sat Flow Flared Sat Flow Lane Width Gradient Radius Lane Turns Prop. (PCU/Hr) (PCU/Hr) (m) (m)

1/1 3.00 0.00 Y Arm 6 Ahead Inf 100.0 % 1915 1915

1/2 3.00 0.00 Y Arm 4 Right Inf 100.0 % 1915 1915

2/1 3.00 0.00 Y Arm 4 Left Inf 100.0 % 1915 1915

2/2 3.00 0.00 Y Arm 5 Ahead Inf 100.0 % 1915 1915 3/1 3.00 0.00 Y Arm 5 Left Inf 100.0 % 1915 1915

3/2 3.00 0.00 Y Arm 6 Right Inf 100.0 % 1915 1915

4/1 Infinite Saturation Flow Inf Inf

5/1 Infinite Saturation Flow Inf Inf

6/1 Infinite Saturation Flow Inf Inf

Scenario 2: 'PM Peak baseline' (FG2: 'PM Peak Baseline', Plan 1: 'Network Control Plan 1') Traffic Flows, Desired Desired Flow : Destination

A B C Tot.

A 0 478 207 685

Origin B 667 0 347 1014

C 106 224 0 330

Tot. 773 702 554 2029

Full Input Data And Results

Traffic Lane Flows Scenario 2: Lane PM Peak baseline

Junction: Unnamed Junction

1/1 685(In) (with short) 478(Out)

1/2 207 (short)

2/1 347 (short)

2/2 1014(In) (with short) 667(Out)

3/1 106 (short)

3/2 330(In) (with short) 224(Out)

4/1 554

5/1 773

6/1 702

Lane Saturation Flows Junction: Unnamed Junction

Lane Turning Nearside Allowed Turning Sat Flow Flared Sat Flow Lane Width Gradient Radius Lane Turns Prop. (PCU/Hr) (PCU/Hr) (m) (m)

1/1 3.00 0.00 Y Arm 6 Ahead Inf 100.0 % 1915 1915

1/2 3.00 0.00 Y Arm 4 Right Inf 100.0 % 1915 1915

2/1 3.00 0.00 Y Arm 4 Left Inf 100.0 % 1915 1915

2/2 3.00 0.00 Y Arm 5 Ahead Inf 100.0 % 1915 1915 3/1 3.00 0.00 Y Arm 5 Left Inf 100.0 % 1915 1915

3/2 3.00 0.00 Y Arm 6 Right Inf 100.0 % 1915 1915

4/1 Infinite Saturation Flow Inf Inf

5/1 Infinite Saturation Flow Inf Inf

6/1 Infinite Saturation Flow Inf Inf

Scenario 3: 'AM Peak development' (FG3: 'AM Peak development scenario', Plan 1: 'Network Control Plan 1') Traffic Flows, Desired Desired Flow : Destination

A B C Tot.

A 0 699 64 763

Origin B 507 0 200 707

C 288 372 0 660

Tot. 795 1071 264 2130

Full Input Data And Results

Traffic Lane Flows Scenario 3: Lane AM Peak development

Junction: Unnamed Junction

1/1 763(In) (with short) 699(Out)

1/2 64 (short)

2/1 200 (short)

2/2 707(In) (with short) 507(Out)

3/1 288 (short)

3/2 660(In) (with short) 372(Out)

4/1 264

5/1 795

6/1 1071

Lane Saturation Flows Junction: Unnamed Junction

Lane Turning Nearside Allowed Turning Sat Flow Flared Sat Flow Lane Width Gradient Radius Lane Turns Prop. (PCU/Hr) (PCU/Hr) (m) (m)

1/1 3.00 0.00 Y Arm 6 Ahead Inf 100.0 % 1915 1915

1/2 3.00 0.00 Y Arm 4 Right Inf 100.0 % 1915 1915

2/1 3.00 0.00 Y Arm 4 Left Inf 100.0 % 1915 1915

2/2 3.00 0.00 Y Arm 5 Ahead Inf 100.0 % 1915 1915 3/1 3.00 0.00 Y Arm 5 Left Inf 100.0 % 1915 1915

3/2 3.00 0.00 Y Arm 6 Right Inf 100.0 % 1915 1915

4/1 Infinite Saturation Flow Inf Inf

5/1 Infinite Saturation Flow Inf Inf

6/1 Infinite Saturation Flow Inf Inf

Scenario 4: 'PM Peak development' (FG4: 'PM Peak development scenario', Plan 1: 'Network Control Plan 1') Traffic Flows, Desired Desired Flow : Destination

A B C Tot.

A 0 530 207 737

Origin B 698 0 356 1054

C 106 240 0 346

Tot. 804 770 563 2137

Full Input Data And Results

Traffic Lane Flows Scenario 4: Lane PM Peak development

Junction: Unnamed Junction

1/1 737(In) (with short) 530(Out)

1/2 207 (short)

2/1 356 (short)

2/2 1054(In) (with short) 698(Out)

3/1 106 (short)

3/2 346(In) (with short) 240(Out)

4/1 563

5/1 804

6/1 770

Lane Saturation Flows Junction: Unnamed Junction

Lane Turning Nearside Allowed Turning Sat Flow Flared Sat Flow Lane Width Gradient Radius Lane Turns Prop. (PCU/Hr) (PCU/Hr) (m) (m)

1/1 3.00 0.00 Y Arm 6 Ahead Inf 100.0 % 1915 1915

1/2 3.00 0.00 Y Arm 4 Right Inf 100.0 % 1915 1915

2/1 3.00 0.00 Y Arm 4 Left Inf 100.0 % 1915 1915

2/2 3.00 0.00 Y Arm 5 Ahead Inf 100.0 % 1915 1915 3/1 3.00 0.00 Y Arm 5 Left Inf 100.0 % 1915 1915

3/2 3.00 0.00 Y Arm 6 Right Inf 100.0 % 1915 1915

4/1 Infinite Saturation Flow Inf Inf

5/1 Infinite Saturation Flow Inf Inf

6/1 Infinite Saturation Flow Inf Inf

Scenario 1: 'AM Peak baseline' (FG1: 'AM Peak Baseline', Plan 1: 'Network Control Plan 1') Stage Sequence Diagram 1 Min: 7 2 Min: 7 A

B 5 40s 5 30s

Full Input Data And Results

Stage Timings Stage 1 2

Duration 40 30

Change Point 79 44

Signal Timings Diagram

0 10 20 30 40 50 60 70 80

44 79 5 : 40 2 5 : 30 1 A A B B C C D D E E Phases F F G G H H I I

0 10 20 30 40 50 60 70 80 Time in cycle (sec)

Full Input Data And Results Network Layout Diagram Full Input Data And Results

1 Unnamed Junction PRC: 19.5 % Total Traffic Delay: 12.7 pcuHr

Arm 5 - 5 Arm A A

Arm 1 -

1 2 2 80 1

C 1 44 C 2 C1

Arm 3 - C Arm 4 - 1

1 2

Arm 2 - 2 Arm

B B

Arm 6 -

Full Input Data And Results

Network Results Lane Lane Controller Position In Arrow Total Green Arrow Demand Sat Flow Capacity Deg Sat Item Full Phase Num Greens Description Type Stream Filtered Route Phase (s) Green (s) Flow (pcu) (pcu/Hr) (pcu) (%)

Network - - N/A ------75.3%

Unnamed - - N/A ------75.3% Junction

75.3 : 1/1+1/2 Right Ahead U+O N/A N/A A 1 40 - 742 1915:1915 901+85 75.3%

60.5 : 2/2+2/1 Left Ahead U N/A N/A B 1 40 - 635 1915:1915 747+302 60.5%

75.1 : 3/2+3/1 Left Right U N/A N/A C 1 30 - 654 1915:1915 488+384 75.1%

4/1 U N/A N/A - - - - 247 Inf Inf 0.0%

5/1 U N/A N/A - - - - 740 Inf Inf 0.0%

6/1 U N/A N/A - - - - 1044 Inf Inf 0.0%

Rand + Turners When Turners In Uniform Storage Area Total Av. Delay Max. Back of Rand + Mean Max Arriving Leaving Turners In Oversat Item Unopposed Intergreen Delay Uniform Delay Delay Per PCU Uniform Queue Oversat Queue (pcu) (pcu) Gaps (pcu) Delay (pcu) (pcu) (pcuHr) (pcuHr) (pcuHr) (s/pcu) (pcu) Queue (pcu) (pcu) (pcuHr)

Network - - 64 0 0 8.9 3.8 0.1 12.7 - - - -

Unnamed - - 64 0 0 8.9 3.8 0.1 12.7 - - - - Junction

1/1+1/2 742 742 64 0 0 3.2 1.5 0.1 4.8 23.1 12.7 1.5 14.2

2/2+2/1 635 635 - - - 2.2 0.8 - 3.0 16.9 8.1 0.8 8.9

3/2+3/1 654 654 - - - 3.5 1.5 - 5.0 27.3 9.2 1.5 10.7

4/1 247 247 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

5/1 740 740 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 1044 1044 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

C1 PRC for Signalled Lanes (%): 19.5 Total Delay for Signalled Lanes (pcuHr): 12.69 Cycle Time (s): 80 PRC Over All Lanes (%): 19.5 Total Delay Over All Lanes(pcuHr): 12.69

Full Input Data And Results Scenario 2: 'PM Peak baseline' (FG2: 'PM Peak Baseline', Plan 1: 'Network Control Plan 1') Stage Sequence Diagram 1 Min: 7 2 Min: 7 A

B 5 40s 5 10s

Stage Timings Stage 1 2

Duration 40 10

Change Point 3 48

Signal Timings Diagram

0 10 20 30 40 50 60

3 48 1 5 : 40 2 5 : 10 A A B B C C D D E E Phases F F G G H H I I

0 10 20 30 40 50 60 Time in cycle (sec)

Full Input Data And Results Network Layout Diagram Full Input Data And Results

1 Unnamed Junction PRC: 24.4 % Total Traffic Delay: 7.6 pcuHr

Arm 5 - 5 Arm A A

Arm 1 -

1 48

2 60

1 C 1 C 2 C1

Arm 3 - C Arm 4 - 1

1 2

Arm 2 - 2 Arm

B B

Arm 6 -

Full Input Data And Results

Network - - N/A ------72.4%

Unnamed - - N/A ------72.4% Junction

49.8 : 1/1+1/2 Right Ahead U+O N/A N/A A 1 40 - 685 1915:1915 960+416 49.8%

71.2 : 2/2+2/1 Left Ahead U N/A N/A B 1 40 - 1014 1915:1915 936+487 71.2%

72.4 : 3/2+3/1 Left Right U N/A N/A C 1 10 - 330 1915:1915 310+146 72.4%

4/1 U N/A N/A - - - - 554 Inf Inf 0.0%

5/1 U N/A N/A - - - - 773 Inf Inf 0.0%

6/1 U N/A N/A - - - - 702 Inf Inf 0.0%

Network - - 207 0 0 4.1 3.0 0.5 7.6 - - - -

Unnamed - - 207 0 0 4.1 3.0 0.5 7.6 - - - - Junction

1/1+1/2 685 685 207 0 0 0.7 0.5 0.5 1.7 9.1 3.8 0.5 4.3

2/2+2/1 1014 1014 - - - 1.3 1.2 - 2.5 9.0 7.2 1.2 8.4

3/2+3/1 330 330 - - - 2.0 1.3 - 3.3 36.2 3.4 1.3 4.7

4/1 554 554 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

5/1 773 773 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 702 702 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

C1 PRC for Signalled Lanes (%): 24.4 Total Delay for Signalled Lanes (pcuHr): 7.57 Cycle Time (s): 60 PRC Over All Lanes (%): 24.4 Total Delay Over All Lanes(pcuHr): 7.57

Full Input Data And Results Scenario 3: 'AM Peak development' (FG3: 'AM Peak development scenario', Plan 1: 'Network Control Plan 1') Stage Sequence Diagram 1 Min: 7 2 Min: 7 A

B 5 46s 5 34s

Stage Timings Stage 1 2

Duration 46 34

Change Point 30 81

Signal Timings Diagram

0 10 20 30 40 50 60 70 80 90

30 81 5 : 34 1 5 : 46 2 A A B B C C D D E E Phases F F G G H H I I

0 10 20 30 40 50 60 70 80 90 Time in cycle (sec)

Full Input Data And Results Network Layout Diagram Full Input Data And Results

1 Unnamed Junction PRC: 17.0 % Total Traffic Delay: 14.8 pcuHr

Arm 5 - 5 Arm A A

Arm 1 -

1 2

2 90

1 30 C 1 C 2 C1

Arm 3 - C Arm 4 - 1

1 2

Arm 2 - 2 Arm

B B

Arm 6 -

Full Input Data And Results

Network - - N/A ------76.9%

Unnamed - - N/A ------76.9% Junction

76.0 : 1/1+1/2 Right Ahead U+O N/A N/A A 1 46 - 763 1915:1915 919+84 76.0%

66.8 : 2/2+2/1 Left Ahead U N/A N/A B 1 46 - 707 1915:1915 759+299 66.8%

76.9 : 3/2+3/1 Left Right U N/A N/A C 1 34 - 660 1915:1915 483+374 76.9%

4/1 U N/A N/A - - - - 264 Inf Inf 0.0%

5/1 U N/A N/A - - - - 795 Inf Inf 0.0%

6/1 U N/A N/A - - - - 1071 Inf Inf 0.0%

Network - - 64 0 0 10.4 4.2 0.1 14.8 - - - -

Unnamed - - 64 0 0 10.4 4.2 0.1 14.8 - - - - Junction

1/1+1/2 763 763 64 0 0 3.6 1.6 0.1 5.3 25.0 14.8 1.6 16.3

2/2+2/1 707 707 - - - 2.9 1.0 - 3.8 19.6 11.0 1.0 12.0

3/2+3/1 660 660 - - - 4.0 1.6 - 5.6 30.8 11.0 1.6 12.7

4/1 264 264 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

5/1 795 795 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 1071 1071 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

C1 PRC for Signalled Lanes (%): 17.0 Total Delay for Signalled Lanes (pcuHr): 14.79 Cycle Time (s): 90 PRC Over All Lanes (%): 17.0 Total Delay Over All Lanes(pcuHr): 14.79

Full Input Data And Results Scenario 4: 'PM Peak development' (FG4: 'PM Peak development scenario', Plan 1: 'Network Control Plan 1') Stage Sequence Diagram 1 Min: 7 2 Min: 7 A

B 5 54s 5 16s

Stage Timings Stage 1 2

Duration 54 16

Change Point 9 68

Signal Timings Diagram

0 10 20 30 40 50 60 70 80

9 68 1 5 : 54 2 5 : 16 A A B B C C D D E E Phases F F G G H H I I

0 10 20 30 40 50 60 70 80 Time in cycle (sec)

Full Input Data And Results Network Layout Diagram Full Input Data And Results

1 Unnamed Junction PRC: 19.6 % Total Traffic Delay: 10.0 pcuHr

Arm 5 - 5 Arm A A

Arm 1 -

9 68 2

2 80

1 C 1 C 2 C1

Arm 3 - C Arm 4 - 1

1 2

Arm 2 - 2 Arm

B B

Arm 6 -

Full Input Data And Results

Network - - N/A ------75.2%

Unnamed - - N/A ------75.2% Junction

56.6 : 1/1+1/2 Right Ahead U+O N/A N/A A 1 54 - 737 1915:1915 936+358 57.9%

75.2 : 2/2+2/1 Left Ahead U N/A N/A B 1 54 - 1054 1915:1915 928+473 75.2%

72.0 : 3/2+3/1 Left Right U N/A N/A C 1 16 - 346 1915:1915 333+147 72.0%

4/1 U N/A N/A - - - - 563 Inf Inf 0.0%

5/1 U N/A N/A - - - - 804 Inf Inf 0.0%

6/1 U N/A N/A - - - - 770 Inf Inf 0.0%

Network - - 207 0 0 5.9 3.4 0.7 10.0 - - - -

Unnamed - - 207 0 0 5.9 3.4 0.7 10.0 - - - - Junction

1/1+1/2 737 737 207 0 0 1.2 0.7 0.7 2.6 12.6 6.4 0.7 7.1

2/2+2/1 1054 1054 - - - 2.0 1.5 - 3.5 11.8 12.0 1.5 13.5

3/2+3/1 346 346 - - - 2.7 1.3 - 4.0 41.2 5.5 1.3 6.7

4/1 563 563 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

5/1 804 804 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 770 770 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

C1 PRC for Signalled Lanes (%): 19.6 Total Delay for Signalled Lanes (pcuHr): 10.01 Cycle Time (s): 80 PRC Over All Lanes (%): 19.6 Total Delay Over All Lanes(pcuHr): 10.01

Panos Floros

From: Kennedy, Joshua Sent: 20 July 2018 10:26 To: Panos Floros; Damian Tungatt Cc: McCart, Gemma Subject: RE: GE Aviation

Hi Damian and Panos,

We have received comments back from our ITS team who have completed an initial review of the signalisation scheme that you have put forward. It is clear from your modelling results that the introduction of a signalised junction at this location will mitigate the impacts that the GE development will have on this section of the road network.

HCC’s major schemes department have begun to look at improvement schemes in this vicinity as the next phase of corridor study work. This includes potential signalisation of both the Hound Road / Hamble Lane and Satchell Lane/Hamble Lane junctions. It is therefore considered most appropriate to secure an additional financial contribution towards Hamble Lane/Hound Road to ensure that any scheme is in accordance with the wider strategy. In order for this to be quantified, I would be grateful if you would provide a cost estimate for the scheme you have put forward.

Kind regards, Josh Kennedy Assistant Transport Planner 01962 813863 [email protected]

Highways Development Planning Hampshire County Council 2nd Floor Elizabeth II Court West The Castle Winchester SO23 8UD

Hampshire County Council operates a pre‐application highway advice service for developers. Hampshire County Council welcomes and encourages discussions before a developer submits a planning application. Please follow this link for further information Pre‐Application guidance for developers

From: Panos Floros [mailto:[email protected]] Sent: 02 July 2018 12:34 To: Kennedy, Joshua Cc: McCart, Gemma; Damian Tungatt Subject: RE: GE Aviation

Hi Josh,

I hope you are well.

1 Please find attached the files requested.

In terms of the ARCADY outputs, I have attached the do‐nothing option results. We also considered enlarging the roundabout, however none of the options we looked at could fit within the council’s land ownership extent.

Let me know if you have any questions.

Thank you,

Panos

Kind regards,

Panos Floros | MEng (Hons), MCIHT, ACGI Transport Planner / Traffic Engineer

Transport Planning and Engineering

Markides Associates Ltd. 9th Floor, The Tower Building, 11 York Road, London SE1 7NX Reception: 020 7442 2225 | Direct Dial: 020 70481213 Registered in England and Wales No. 10394301

This e‐mail and any attachments are confidential and may contain information that is privileged. If you are not the named recipient, or responsible for delivering the message to the named recipient, you must not disclose, distribute, forward, copy, store or use this e‐mail or its attachments in any form. If you have received this communication in error, please accept our apologies and promptly inform the sender by e‐ mail or by telephoning the above number. Please also immediately delete this message and any attachments from your systems. Thank you.

From: Kennedy, Joshua Sent: 02 July 2018 10:23 To: Damian Tungatt Cc: McCart, Gemma ; Panos Floros Subject: RE: GE Aviation

Hi Damian,

Thank you for sending this through. I have sent the design on to our ITS team to provide comments, and they have requested the following information so that they can explore your signal design further and compare to the different options considered:

 electronic copy of the Linsig files  copy of the modelling outputs for the rejected options (e.g. do‐nothing, enlarged roundabout)

If these are available please would you be able to send these through to me?

Kind regards, Josh Kennedy Assistant Transport Planner 01962 813863 [email protected]

Highways Development Planning Hampshire County Council 2nd Floor Elizabeth II Court West The Castle Winchester SO23 8UD

From: Damian Tungatt [mailto:[email protected]] Sent: 28 June 2018 14:15 To: Kennedy, Joshua Cc: McCart, Gemma; Panos Floros Subject: RE: GE Aviation

HI Josh

We have been developing a scheme that looks to improve the operation of the Hound Road / Hamble Lane junction. In respect of the available land a signalized option would deliver the most benefit. I attach a possible option for your consideration. Do let me know of any comments you may have.

Kind regards

From: Kennedy, Joshua Sent: 11 June 2018 08:10 To: Damian Tungatt Cc: Matthew Brewer ; McCart, Gemma ; Panos Floros Subject: RE: GE Aviation

Hi Damian,

Please see attached comments regarding the updated modelling note dated 25/05/2018. If you have any questions please do not hesitate to contact me.

Kind regards, Josh Kennedy Assistant Transport Planner 01962 813863 [email protected]

Highways Development Planning

3 Hampshire County Council 2nd Floor Elizabeth II Court West The Castle Winchester SO23 8UD

From: Damian Tungatt [mailto:[email protected]] Sent: 29 May 2018 08:38 To: Kennedy, Joshua Cc: Matthew Brewer; McCart, Gemma; Panos Floros Subject: RE: GE Aviation

Hi Josh / Gemma

Thanks for your time on Thursday which was useful.

Following your comments relating to queue lengths, please find attached our updated note. As requested, we have compared the modelling results to the Berry farm application where appropriate and also undertaken a recalibration exercise for some of the models. You will note that the queue lengths now correlate closely with the observed data. I also attach the full model output files for your review.

We will look at whether any improvements can be made to Hamble Lane / Hound Road and report back shortly on this.

As mentioned, Eastleigh are keen to ensure highways matters are agreed in principle prior to our submission, so your prompt response would be much appreciated.

Do not hesitate to get back to me if you require anything further at this stage.

Kind regards

From: Kennedy, Joshua Sent: 18 May 2018 11:13 To: Damian Tungatt Cc: Matthew Brewer ; McCart, Gemma Subject: RE: GE Aviation

Hi Damian,

Thank you for sending through a further technical note. Our availability for a meeting is as follows:

Tuesday 22nd 13:30 – 14:30 Thursday 24th 11:00 – 12:00 Friday 25th 13:00 – 14:00

Please let me know if any of these are acceptable and I will book a room accordingly.

4 Many thanks, Josh Kennedy Assistant Transport Planner 01962 813863 [email protected]

Highways Development Planning Hampshire County Council 2nd Floor Elizabeth II Court West The Castle Winchester SO23 8UD

From: Damian Tungatt [mailto:[email protected]] Sent: 18 May 2018 10:56 To: Kennedy, Joshua Cc: Matthew Brewer; McCart, Gemma Subject: Re: GE Aviation

Morning Josh

Please find attached a note updating the modelling where required. In respect of the queue length comparisons for the base, these are the same as that previously agreed with Tom Fisher of last year.

It would be useful to meet, particularly in relation to agreeing mitigation / contributions. Are you available over the next week or two?

Many thanks

From: Kennedy, Joshua Sent: 04 May 2018 14:33:35 To: Damian Tungatt Cc: Matthew Brewer; McCart, Gemma Subject: RE: GE Aviation

5 Good afternoon Damian,

Please see attached the response to the Junction Capacity Technical Note. We will be happy to arrange a meeting to discuss the comments if it is required.

Many thanks, Josh Kennedy Assistant Transport Planner 01962 813863 [email protected]

Highways Development Planning Hampshire County Council 2nd Floor Elizabeth II Court West The Castle Winchester SO23 8UD

From: Damian Tungatt [mailto:[email protected]] Sent: 03 May 2018 09:11 To: McCart, Gemma; Kennedy, Joshua Cc: Matthew Brewer Subject: GE Aviation

Gemma / Josh

Further to my earlier message, are you able to advise when you may be in a position to respond to the updated modelling note? EBC have requested that highways matters are substantially agreed prior to submission so we would be keen to ensure that we have your response to progress this. I am happy to meet if that would be useful.

Many thanks

Kind regards Damian Tungatt Associate Director

Transport Planning and Engineering

Markides Associates Ltd. 9th Floor, The Tower Building, 11 York Road, London SE1 7NX Reception: 020 7442 2225 | Mobile: 07930 323 147 Registered in England and Wales No. 10394301

*** This email, and any attachments, is strictly confidential and may be legally privileged. It is intended only for the addressee. If you are not the intended recipient, any disclosure, copying, distribution or other use of this communication is strictly prohibited. If you have received this message in error, please contact the sender. Any request for disclosure of this document under the Data Protection Act 1998 or Freedom of Information Act 2000 should be referred to the sender. [disclaimer id: HCCStdDisclaimerExt] ***

7 GE Aviation, Hamble-le-Rice

APPENDIX B: PERS REPORT

45 17060-01-TN03

TECHNICAL NOTE TN03 GE Aviation, Hamble

PERS AUDIT REPORT

Project No. 17055-01 August 2017 Document No. TN-03

Author: Sarah Chapman Approved: Damian Tungatt (Markides Associates)

CONTENTS

Page

1.0 Introduction 1

2.0 Methodology 3

3.0 Identification of Audit Material 5

4.0 Audit Results 8

5.0 Links 9

6.0 Crossings 16

7.0 Public Transport Waiting Areas 22

8.0 Conclusions 26

9th floor The Tower Building, 11 York Road, London SE1 7NX [email protected] | +44 (20) 020 7442 2225 17060-01-TN01

1.0 INTRODUCTION

Preamble

1.1 Markides Associates (MA) have been instructed by GE Aviation (the Applicant), to prepare this Technical Note (TN) in support of their development proposals at Kings Avenue, Hamble, SO31 4NF (the site), located within the authoritative boundary of the Hampshire County Council (HCC). A site location plan is shown as Figure 1 overleaf with a site context plan shown as Figure 2 following. 1.2 The site is bound to the south by Kings Avenue, to the north by Mount Pleasant Playing Fields, to the east by the B3397 Hamble Lane and to the west by mature woodland that constitutes part of the Royal Victoria Country Park. 1.3 The site accommodates car park with some 440 spaces, playing fields and the GE Sports & Social club building. 1.1 This report discusses in detail the methodology for the PERS assessment, and identifies a baseline relating to the pedestrian infrastructure and environment in the vicinity of the site.

Pedestrian Environment Audit

1.2 The ‘PERS for London (TfL edition) Review Handbook’ (Version 2 - September 2005), has been referred to in undertaking this study. Although the PERS auditing system is designed for more urban locations within London, it nevertheless provides an industry standard, structured method for defining a baseline pedestrian environment, which can then be used to inform the value of any improvements to the assessed pedestrian environment.

17060-01-TN01

2.0 METHODOLOGY

2.1 As recommended in the ‘Street Audit Assessment Handbook’ (TRL 2010), the PERS audit has been undertaken following the five-stage process outlined below: Stage 1: Definition of Study Area 2.2 A PERS audit was undertaken for the routes connecting the site with the local area, as well as routes to key facilities and recreation grounds. Stage 2a: Desktop Identification of Links, Crossings, Routes, Spaces 2.3 A desktop study was undertaken to identify the location, suitability and viability of the links, crossings, routes and spaces to form part of the audit. Stage 2b: Optional Collation of Existing Information 2.4 Further information relating to pedestrian accessibility gathered as part of the Transport Statement was also reviewed, including the OS mapping and public transport service data. Stage 3: On Street Evaluation 2.5 The audit was undertaken on Tuesday 25th July 2017 by one auditor. The weather when undertaking the audit was sunny. The original evaluation sheets used in the audit are available on request. Stage 4: Data Analysis Using Street audit assessment forms 2.6 The data collected from the audit was assessed using relevant street audit assessment forms and each element of the study area has been scored accordingly. Stage 5: Display and Review of Outputs 2.7 The resultant output from street audit assessment forms has been analysed as outlined in the remainder of this report.

17060-01-TN01

3.0 IDENTIFICATION OF AUDIT MATERIAL

3.1 The routes, links, crossings and public transport waiting areas assessed in the PERS audit are shown in Figure 3, and the name, ID code and location of each audit point is shown in Table 3.1.

Table 3.1 – PERS Audit Material Details

ID Code Details Link L1 Hamble Lane west side northbound carriageway Hamble Lane west side northbound carriageway, Hamble Primary School to Kings L2 Avenue L3 Kings Avenue north side eastbound carriageway L4 Kings Avenue south side westbound carriageway L5 Coronation Parade L6 Coronation Parade Pedestrian Island L7 Hamble Lane south side westbound carriageway Coronation Parade to Hamble Square Hamble Lane north side eastbound carriageway, Hamble House Gardens to opposite L8 Kings Avenue Hamble Lane east side southbound carriageway, opposite Kings Avenue to ‘Post Box’ L9 bus stop L10 Hamble Lane east side southbound carriageway, ‘Post Box’ bus stop to Hamble Station Crossing C1 Signalised Pedestrian Crossing near Hamble Primary School PT Waiting Area PT1 Bus Stop: Sports Ground PT2 Bus Stop: Post Box PT3 Bus Stop: Verdon Avenue northbound PT4 Bus Stop: Verdon Avenue southbound PT5 Bus Stop: Beaulieu Road westbound PT6 Bus Stop: Beaulieu Road eastbound PT7 Bus Stop: Hamble Fire Station westbound PT8 Bus Stop: Hamble Fire Station eastbound PT9 Bus Stop: Copse Lane westbound PT10 Bus Stop: Copse Lane eastbound PT11 Bus Stop: Hamble Square Interchange I1 Hamble Station

17060-01-TN01

4.0 AUDIT RESULTS

4.1 The results of the PERS audit are detailed in the remainder of this report. 4.2 In accordance with the relevant guidance, each route, link, crossing and public transport waiting area has been scored using a relevant street audit assessment form. Elements have been assigned a ‘RAG’ (Red, Amber, Green) colour that represents the average of all the individual scores collated for that particular item. The colours represent:

• Green – ‘Good’ overall positive score (Rating 2 to 3);

• Amber – ‘Average’ overall average score, and (Rating -1 to 1);

• Red – ‘Poor’ overall negative score. (Rating -3 to -2)

17060-01-TN01

5.0 LINKS

5.1 Particular emphasis has been given to the likely routes (‘links’) taken by pedestrians when travelling to and from the site via Hamble Station or Hamble Square, and local bus stops, with such links listed below in Table 5.1, which additionally summarises the PERS audit score for each link and its associated RAG colour.

Table 5.1 – PERS Scores for Links

ID Place Name Total RAG Score RAG L1 Hamble Lane west side northbound carriageway 52 Green Hamble Lane west side northbound carriageway, 61 Green L2 Hamble Primary School to Kings Avenue L3 Kings Avenue north side eastbound carriageway -2 Amber L4 Kings Avenue south side westbound carriageway 54 Green L5 Coronation Parade 52 Green L6 Coronation Parade Pedestrian Island 62 Green Hamble Lane south side westbound carriageway 38 Amber L7 Coronation Parade to Hamble Square Hamble Lane north side eastbound carriageway, 35 Amber L8 Hamble House Gardens to opposite Kings Avenue Hamble Lane east side southbound carriageway, 52 Green L9 opposite Kings Avenue to ‘Post Box’ bus stop Hamble Lane east side southbound carriageway, 25 Amber L10 ‘Post Box’ bus stop to Hamble Station 5.2 The audit identified that 4 of the links in and around the development site had an overall Average (‘Amber’) score, with the majority of links receiving a Good (‘Green’) score and no links receiving a Poor (‘Red’) Colour (as discussed below).

5.3 Overall, the links within the audit area that achieved ‘Amber’ received average or low scores for tactile paving, colour contrast and legibility. However, almost all links scored highly for maintenance and for dropped kerbing.

5.4 The footway on the northbound carriageway of Hamble Lane comprised L1 and L2 of the audit and achieved some of the highest scores. L1 is shown in Photo 1 and L2 is shown in Photo 2.

17060-01-TN01

Photo 1 – Hamble Lane West Side, Facing South Near Hamble Station (L1)

5.5 As Photo 1 shows, the footway in this location is well-maintained and of reasonable width given the context. The surface quality is good. However, there is some minor obstruction due to vegetation growth, which could be an issue for cyclists in particular.

17060-01-TN01

Photo 2 – Hamble Lane West Side, Facing South Near Hamble Primary (L2)

5.6 The footway on L2 is wide and offers good capacity for all users. The presence of trees suggests that in the autumn, falling foliage may present some minor obstruction, and maintenance would be required. This link also scored well for permeability due to the presence of a pelican crossing and pedestrian island crossings.

5.7 Conversely, the east side of Hamble Lane (Comprising L9 and L10 of the audit) achieved more mixed results. L10 is shown in Photos 3 and 4, while L9 in the vicinity of Hamble Primary school is shown in Photo 5.

17060-01-TN01

Photo 3 – Hamble Lane East Side, Facing South Near Hamble Station (L10)

5.8 Photo 3 shows the footway immediately south of Hamble Station, which is narrow. The mature trees have made the footway uneven in some places and create tapering. This location is also expected to suffer from seasonal foliage during autumn months.

17060-01-TN01

Photo 4 – Hamble Lane East Side, Facing North Near Hamble Station (L10)

5.9 Photo 4 shows the approach to the railway bridge. The road slopes downwards towards L10, and seasonal growth somewhat limits the visibility of pedestrians. The footway is narrow and permeability towards the station is also poor. Whilst traffic speeds are generally slow at 30mph, the straight stretch of road between the bridge and the junction of Hamble Lane/ Police Centre permits cars to generally approach the speed limit. These comparatively faster speeds pose a greater risk to pedestrians attempting to cross here, and there is a lack of signage to direct station foot-traffic onto the opposite footway closer to a more appropriate crossing point.

17060-01-TN01

Photo 5 – Hamble Lane East Side, Facing North Near Hamble Primary (L9)

5.10 As Photo 5 shows, the footway on L9 is much narrower than the opposite side of the road, resulting in lower scores for obstruction and effective width, as well as increasing the risk of user conflict. There is some vegetation overgrowth, which with maintenance could improve the scores achieved at this location. Its lowest scores were for legibility due to lack of signage and lighting, although it is considered that the lighting provided is reasonable for the context and this low score may be due to the urban bias of the PERS audit criteria. In order to provide a robust assessment, these scores were not reweighted, and nevertheless, L9 achieved an overall score of good ‘Green’.

17060-01-TN01

Photo 6 – Hamble Lane on Approach to Site, Facing South

5.11 Photo 6 shows L9 on the left-hand side of the image, and L2 on the right-hand side. The site access (Kings Avenue) is located immediately in front of the Co-op food store visible on the right-hand side of the photograph. In this location, both footways were considered good, with tactile paving, good colour contrast and well-maintained surfacing. L9 in this location has been subject to recent improvements. Visibility for pedestrians crossing the road is also good.

5.12 Kings Avenue achieved disparate scores on its two footways, with conditions on the north side significantly worse than those on the south. The northside footway serves as access to the GE Sports and Social Club, while the southside footway primarily serves local residents and access to GE Aviation.

5.13 The footways on the north side suffer from issues of maintenance, with poor surfacing and capacity significantly reduced by the presence of parked cars and vegetation overgrowth. The overall road quality is also poor, with potholing in the vicinity of the junction of Kings Avenue/Hamble Lane. The surfacing is shown in Photos 7A and 7B while the quantity of cars parked on the footway is shown in Photo 8.

17060-01-TN01

Photo 7A/7B– Examples of Surface Quality; North Side Footway Kings Avenue

Photo 7A/7B– Examples of Surface Quality; North Side Footway Kings Avenue (L3/L4)

17060-01-TN01

5.14 As Photos 7A/B and 8 show, the north side footway (L3) is in effect impassable to most foot traffic, and completely inaccessible to disabled users. Even with no cars parked on the footway, the surface quality poses frequent trip hazards and is likely to suffer from ponding in wet weather due to the presence of potholes.

5.15 The south side footway (L4) in contrast has reasonable capacity for all users given the context, and the surfacing is good, although the effective width is narrower at approximately 2m wide. The north side footway is some 3m wide.

5.16 The remaining links towards Hamble town centre ‘Hamble Square’ comprised the footways in the vicinity of Coronation Parade and those on each side of Hamble Lane east of the site. Overall, Coronation Parade achieved a score of Good ‘Green’ due to it’s capacity, legibility, tactile paving and maintenance. However, one small area shown in Photo 9 below could benefit from improvement. Photo 9– Coronation Parade (L5)

17060-01-TN01

5.17 Photo 9 shows Coronation Parade facing east. This small area has potholes and inconsistent surfacing, and also suffers from some obstruction in the form of advertising boards and street furniture. Although this is positioned to allow pedestrian flow around them, reduce permeability for cyclists accessing the cycle parking and so increase user conflict. It is also inconsistent with the remainder of the parade, which benefits from better organisation.

5.18 Hamble Lane east of the site on its southern side is shown in Photos 10A/10B. This is a relatively long section of road, which benefits from generally consistent quality up to the vicinity of Hamble Square.

Photo 10A/10B– Hamble Lane South Side (L7)

5.19 As the photos above show, Hamble Lane south side has good width and lighting, which achieved high scores. There is a slight gradient, which although not steep is long. Permeability is also good with frequent crossing opportunities in the form of pedestrian islands. Dropped kerbing and tactile paving; however, are inconsistent, with areas of newer development benefitting from good provision and other areas having no provision, as exemplified in Photos 11A/11B below.

17060-01-TN01

Photo 11A/11B– Hamble Lane South Side (L7) Inconsistent Provision for Vulnerable Users.

5.20 As Photo 11B on the right shows, the footway narrows as it approaches Hamble village centre. As a result, there are a number of pinch points on both sides of Hamble Lane in this vicinity. The first of these is located at the junction of Hamble Lane/ School Lane. Another example is located adjacent to Hamble Memorial Hall, where the footway narrows to approximately 1m as shown in Photo 12. Photo 12 – Hamble Lane North Side (L8) Pinch Point

17060-01-TN01

5.21 A final pinch-point is located opposite the Coronation Parade on Hamble Lane north side, where the footway again narrows to 1m.

5.22 The remainder of Hamble Lane north side is consistent in quality, and generally narrower than that of the south side. There is also poorer provision of tactile paving. Photo 13 shows Hamble Lane north side in the vicinity of its junction with Spitfire Way. Photo 14 shows Hamble Lane north side in the vicinity of its junction with Deanfield Close.

Photo 13 – Hamble Lane North Side (L8) Adjacent to Spitfire Way Looking West

17060-01-TN01

Photo 14 – Hamble Lane North Side (L8) Junction with Deanfield Close Looking West

5.23 Overall, the footways in the vicinity of the site are as can be expected for the context. There are some areas of narrowing; however, this is largely due to the older nature of infrastructure particularly in the context of Hamble village centre and so cannot be easily mitigated as the roads in this location are also narrow.

5.24 Some areas of poor maintenance have been identified in the vicinity of the site, particularly on Kings Avenue and the Coronation parade, which are understood to be already considered within the development proposals. Mitigation associated with these areas is outlined in Section 9 of this report.

17060-01-TN01

6.0 CROSSINGS

6.1 One crossing was identified within the audit area and Table 6.1 below summarises its PERS audit score. Table 6.1 – PERS Scores for Crossings

ID Crossing Total RAG Score RAG Signalised Pedestrian Crossing near Hamble Primary C1 56 Green School

6.2 The pedestrian crossing near Hamble Primary School achieved an overall RAG score of green (Good). The crossing achieved high scores for performance, gradient and direct permeability, but lower scores for capacity due to the narrowness of the access on the southbound carriageway, and also for legibility for the sensory impaired due to faded road markings. The crossing is shown in Photo 15 below. Photo 15 – Pedestrian Crossing Near Hamble Primary School (C1)

17060-01-TN01

6.3 Overall, traffic speeds are moderate within the audit area, and there are frequent pedestrian island crossing facilities which improve the existing permeability.

6.4 However, in the vicinity of the station, permeability is somewhat reduced. This is due to the presence of the railway bridge which reduces the visibility of on-coming traffic and pedestrians waiting to cross on either side of the bridge, and also the nature of Hamble Lane in this location; between the crossing for Hamble Primary School and Hamble Station, Hamble Lane is relatively straight and uninterrupted, encouraging traffic to speed up.

17060-01-TN01

7.0 PUBLIC TRANSPORT WAITING AREAS

7.1 This section describes the local public transport waiting areas that have been audited by virtue of being located within the agreed audit area.

7.2 Table 7.1 below summarises the PERS audit scores for each bus stop location.

Table 7.1 – PERS Scores for Public Transport Waiting Areas

Total RAG ID PT Waiting Area RAG Score PT1 Bus Stop: Sports Ground 6 Amber

PT2 Bus Stop: Post Box -2 Amber PT3 Bus Stop: Verdon Avenue northbound -8 Amber PT4 Bus Stop: Verdon Avenue southbound -1 Amber PT5 Bus Stop: Beaulieu Road westbound 8 Amber PT6 Bus Stop: Beaulieu Road eastbound 4 Amber PT7 Bus Stop: Hamble Fire Station westbound 22 Amber PT8 Bus Stop: Hamble Fire Station eastbound 4 Amber PT9 Bus Stop: Copse Lane westbound 17 Amber PT10 Bus Stop: Copse Lane eastbound -6 Amber PT11 Bus Stop: Hamble Square 39 Green

7.3 All of the public transport waiting areas identified in this audit save one achieved an ‘Average’ (Amber) overall score. One achieved a ‘Good’ (Green) rating. There were no public transport waiting areas rated as ‘Poor’ (Red) along the assessed routes.

Highest Scoring Public Transport Waiting Areas 7.4 The highest scoring waiting area was Hamble Square, which achieved the only overall ‘Good’ (Green) rating in the audit. This waiting area scored highly for cleanliness and maintenance, and for overall waiting area comfort.

17060-01-TN01

Photo 16 – Hamble Square (PT11)

7.5 As Photo 16 shows, Hamble Square bus stop benefits from shelter and has good provision of public transport information, including a local area map. There is good capacity at the bus stop.

7.6 Other bus stops within the audit area achieved overall scores of ‘Average’ (Amber), although some nevertheless scored well within this category. These include PT7, which is shown in Photo 17. The photo demonstrates that PT7 has been subject to recent renovation, and benefits from a shelter, good capacity, and up-to-date information. There is also a good sense of personal security at this location as there is scope for informal surveillance.

17060-01-TN01

Photo 17 – Hamble Fire Station Westbound

Main Factors Reducing PERS Scores for Public Transport Waiting Areas 7.7 Another issue which reduced some scores for Public Transport Waiting Areas includes vegetation overgrowth as shown in Photos 18A/18B Photos 18A/18B – Overgrown Bus Stops (PT6 left, PT1 right)

17060-01-TN01

7.8 The Sports Ground bus stop (PT1) and Beaulieu Road eastbound (PT6) are two examples of overgrown bus stops in the PERS audit area. These stops are difficult to locate and identify from a distance due to the level of vegetation overgrowth, which in the case of PT6 is year-round with evergreen growth. Other stops which suffered this issue included PT4 Verdon Avenue Southbound. 7.9 The bus stop known as ‘Post Box’ (PT2) and Copse Lane westbound (PT9) both suffered from poor maintenance, showing signs of weathering, dirt and mould growth, as shown in Photos 19A/19B below. Photo 19A/19B – Poorly Maintained Information Boards (PT2 left, PT9 right)

7.10 The lack of maintenance at these stops resulted in lower scores not only for aesthetics and for cleanliness, but also for legibility as the mould growth and dirt impacted on the readability of the bus timetable information.

17060-01-TN01

7.11 As previously outlined in Section 5 of this report, many of the footways leading to the bus stops are narrow and lack capacity for all users to pass safely away from the carriageway of the road. As a result, many of the bus stops achieved lower scores due to poor scoring for the infrastructure to the waiting area. Similarly, signage on the local highway network is somewhat lacking and so scores for information to the waiting area were generally only average.

7.12 None of the public transport waiting areas were located near to an operational telephone booth, which contributes to lower scoring for security measures on PERS auditing scores system. In this instance, it is considered that this factor should not be given too much weight due to the fact that PERS auditing is primarily designed for far more urban areas, and has yet to be updated to account for the substantial increase in the availability and use of mobile phones in recent years. However, some of the bus stops, particularly PT1, PT2 and PT3, are not within direct line of easy informal surveillance and additionally lack any formal surveillance. As a result, some scores for sense of personal security were low.

7.13 At least half of all the stops audited lacked shelters, resulting in lower scores than otherwise for waiting area comfort and protection from the weather. In most cases, it is considered that the footway is too narrow to introduce shelters.

7.14 PT1 ‘Sports Ground’ has somewhat old seating which is warped as shown in Photo 20. Photo 20 – Existing Seating at PT1

17060-01-TN01

7.15 As Photo 20 also shows, there is space at this stop where a shelter could potentially be introduced, which would be an advantage as this bus stop is located on the main route between the site and Hamble Railway Station. Other Considerations 7.16 Verdon Avenue northbound (PT3), shown in Photo 21, achieved one of the lowest Amber ‘average’ RAG scores at -8. The stop is located just 30m from the northern boundary of the site and is therefore the closest bus stop to it, along with Verdon Avenue southbound (PT4) Photo 21 – Verdon Avenue Northbound Bus Stop (PT3)

7.17 The low score awarded to this bus stop was due to a number of factors including wet-weather issues and graffiti, as shown in Photos 22A/22B below.

17060-01-TN01

Photo 22A/22B – Ponding and Damage at Verdon Avenue Northbound (PT3)

7.18 There was significant mud and debris collected at the side of the bus stop as well as within it, suggesting that in wet weather there is either ponding or cross-fall on the footway resulting in dirt being washed from the verge into the bus stop. The bus stop infrastructure also suffered from minor graffiti, and vandalism including burns in the plastic shelter and deliberate scratching. Seating provision was adequate; however, and there were no issues relating to the provision of information.

17060-01-TN01

8.0 INTERCHANGES

8.1 One interchange was identified within the survey area, which was Hamble Station. Table 8.1 below summarises its PERS audit score.

Table 8.1 – PERS Scores for Public Transport Waiting Areas ID PT Waiting Area Total RAG Score RAG

I1 Hamble Station 20 Amber

8.2 Overall, Hamble Station achieved a high ‘Average’ (Amber) RAG score. The station scored poorly for feelings of personal safety. Although there is CCTV at the station, it is somewhat isolated and does not receive much by way of informal surveillance, particularly during hours of darkness.

8.3 Other issues included identifying where to go. The information board provides a helpful map and bus information, but no orientation to the road itself while the nearest way-finder signs are some 60m along the B3397 outside of the station. Finally, it was also noted that although there is new tactile paving along the platform edge, there is no corduroy warning on the stairs. Photo 23 below shows the platform facilities. Photo 23 – Hamble Station

8.4 The station scored well for maintenance and general surrounding pedestrian infrastructure, and facilities at the station were deemed good in that there was ample provision of cycle parking,

17060-01-TN01

interactive information boards and real-time passenger information. There were also shelters on the platform.

17060-01-TN01

9.0 CONCLUSIONS

9.1 This document has been produced following a PERS audit of pedestrian routes / facilities in the vicinity of the site. This study forms part of the Transport Assessment accompanying the planning application for the proposed developments.

9.2 The results of the PERS audit indicate that the existing pedestrian environment is generally of an acceptable quality with the majority of the selected routes achieving ‘Average’ (Amber) or ‘Good’ (Green) scorings for links, crossings and public transport waiting areas.

5.1 A summary of the potential improvements that would be encouraged is included as follows: • Resurface pedestrian footways on the north side of Kings Avenue and enforce parking controls to prevent parking on the footway; • Resurfacing at the junction of Hamble Lane/ Kings Avenue with consideration for better pedestrian permeability to Coronation Parade and to repair potholing with consideration for cyclists. • Improve legibility at the crossing adjacent to Hamble Primary School to direct station foot- traffic onto the western footway at an appropriate crossing point. • Improve signage in the vicinity of Hamble Station to provide better orientation for pedestrians. • Improvements to PT1 ‘Sports Ground’ bus stop, with new seating, cutting back of vegetation and if possible installation of a bus shelter. • Installation of corduroy tactile paving at stairs at Hamble Station. • Cut back vegetation at PT4 ‘Verdon Avenue’. • Improvements to Verdon Avenue northbound (PT3) to mitigate ponding and repair vandalism.

5.2 In order to provide a robust assessment, this PERS audit has covered a much wider area than can be reasonably incorporated into the direct remit of the proposals, covering infrastructure between the site and Hamble village centre along approximately 2km of Hamble Lane. As a result, the remaining suggestions to improve infrastructure form part of the bigger picture of the area’s pedestrian network, and so should be considered as advisory. 30

17060-01-TN01

• Cut back vegetation at PT6 Beaulieu Road eastbound. • Improvements to the consistency of dropped kerbing and tactile paving provision on Hamble Lane. • Maintenance to Hamble Lane east side near Hamble Primary School (L9) to remove seasonal growth on narrow sections of footway. • Improvements to layout of street furniture at Coronation Parade and maintenance to repair surfacing.

GE Aviation, Hamble-le-Rice

APPENDIX C: BUS TIMETABLES

46 Route map for First in Hampshire service 6 (outbound)

Brompton Dock Bicycle Hire Vincent'sVincent's WWalkalk St Mary's NetleNetleyy Southampton 6 Sholing Common Holyrood Itchen Hightown Hertz Car Hire West WWestquayestquay Church Itchen Quay Ind Estate Bridge WoolstonWoolston Queens 6 Link Paulines Lodge Scout Activity Centre Friary TTerraceerrace House Swan Fort WestonWeston Ocean Road Lane VillageVillage WWoolstonoolston WWestoneston Infant School Itchen Newtown Test The Gardeners TentertonTenterton Arms AAvenuevenue WWestoneston 6 Westwood WoolstonWoolston Ingleside Road Bowcombe The Mill House Bursledon New St Edwards Road Butlocks Heath Road Netley The St Marys Church Grove Denzil Avenue Hound Playing YYorkork Netley Farm Field Hamble Road Post Station Hamble Lane OfOfficefice School Southampton Riverside Tour.& Hol. Park Hythe Water New Post Drapers Station Box Copse Hollybank VerdonVerdon Langdown AvenueAvenue Hamble 6 Beaulieu Road Square Hamble-Le-Rice Hamble Fire Copse Station Lane

swe-44006B(1).y10 (outbound) Route map for First in Hampshire service 6 (inbound) Brompton Dock East Park Bicycle Hire Pavilion Vincent'sVincent's WWalkalk St Mary's NetleyNetley Southampton 6 Sholing Common Radstock Norton Itchen Hightown Hertz Car Hire West 6 Oxford WWestquayestquay Itchen Road Close Quay Ind Estate Street Bridge WWoolstonoolston Link Paulines Lodge Scout Activity Centre 6 6 6 Friary House 6 Johns Road 6 WWoolstonoolston Library Fort WestonWeston Queens Ocean Lane TTerraceerrace VillageVillage WoolstonWoolston Road Swan Itchen WWestoneston Infant School Test Newtown The Gardeners TentertonTenterton AvenueAvenue Arms WestonWeston WestwoodWestwood WoolstonWoolston Road Ingleside Bowcombe The Mill House Bursledon The Grove Butlocks Heath New Road St Marys Church Netley YYaverlandsaverlands 6 Denzil AAvenuevenue Hound Playing Farm Field YYorkork Netley Hamble Road Post Station Hamble Lane OfOfficefice School Southampton Riverside Tour.& Hol. Park Hythe Water New Sports Station Ground Dibden Hollybank VerdonVerdon Langdown AvenueAvenue Hamble 6 Beaulieu Road Square 6 Hamble-Le-Rice Hamble Fire Station Copse Lane

swe-44006B(1).y10 (inbound) 6 Southampton City Centre - Woolston - Netley - Hamble

First in Hampshire Timetable valid from 26/02/2017 until further notice. Direction of stops: where shown (eg: W-bound) this is the compass direction towards which the bus is pointing when it stops Mondays to Fridays Southampton City Centre, Vincent’s Walk (Stop CI) 0505 0555 0617 0645 0710 0740 0815 0845 0915 0945 1015 1045 1115 1145 1215 1245 1315 1345 Woolston, Bridge Link Road (S-bound) 0514 0604 0626 0654 0720 0750 0825 0855 0925 0955 1025 1055 1125 1155 1225 1255 1325 1355 Weston, Weston Lane (E-bound) 0518 0608 0630 0658 0725 0755 0830 0900 0930 1000 1030 1100 1130 1200 1230 1300 1330 1400 Netley, Denzil Avenue (E-bound) 0525 0615 0637 0705 0733 0803 0838 0908 0938 1008 1038 1108 1138 1208 1238 1308 1338 1408 Hound, Hound Farm (E-bound) 0531 0621 0643 0713 0741 0811 0846 0916 0946 1016 1046 1116 1146 1216 1246 1316 1346 1416 Hamble-le-Rice, Hamble Square (SW-bound) 0537 0627 0649 0720 0748 0818 0853 0923 0953 1023 1053 1123 1153 1223 1253 1323 1353 1423 Mondays to Fridays Southampton City Centre, Vincent’s Walk (Stop CI) 1415 1445 1515 1545 1615 1645 1715 1745 1815 1845 1945 2100 2235 Woolston, Bridge Link Road (S-bound) 1425 1455 1527 1557 1627 1657 1727 1757 1827 1857 1954 2109 2244 Weston, Weston Lane (E-bound) 1430 1500 1533 1603 1633 1703 1733 1803 1833 1903 1958 2113 2248 Netley, Denzil Avenue (E-bound) 1438 1508 1541 1611 1641 1711 1741 1811 1841 1910 2005 2120 2255 Hound, Hound Farm (E-bound) 1446 1516 1549 1619 1649 1719 1749 1819 1849 1916 2011 2126 2301 Hamble-le-Rice, Hamble Square (SW-bound) 1453 1523 1556 1626 1656 1726 1756 1826 1856 1922 2017 2132 2307 Saturdays Southampton City Centre, Vincent’s Walk (Stop CI) 0620 0650 0735 0805 0828 0853 0920 0945 1015 1045 1115 1145 1215 1245 1315 1345 1415 1445 Woolston, Bridge Link Road (S-bound) 0629 0659 0744 0814 0837 0902 0929 0954 1025 1055 1125 1155 1225 1255 1325 1355 1425 1455 Weston, Weston Lane (E-bound) 0633 0703 0748 0818 0841 0906 0933 0958 1030 1100 1130 1200 1230 1300 1330 1400 1430 1500 Netley, Denzil Avenue (E-bound) 0640 0710 0755 0825 0848 0913 0940 1005 1038 1108 1138 1208 1238 1308 1338 1408 1438 1508 Hound, Hound Farm (E-bound) 0646 0716 0801 0831 0854 0919 0946 1013 1046 1116 1146 1216 1246 1316 1346 1416 1446 1516 Hamble-le-Rice, Hamble Square (SW-bound) 0652 0722 0807 0837 0900 0925 0952 1020 1053 1123 1153 1223 1253 1323 1353 1423 1453 1523 Saturdays Southampton City Centre, Vincent’s Walk (Stop CI) 1515 1545 1615 1645 1715 1745 1815 1845 1945 2100 2235 Woolston, Bridge Link Road (S-bound) 1525 1555 1625 1655 1725 1755 1824 1854 1954 2109 2244 Weston, Weston Lane (E-bound) 1530 1600 1630 1700 1730 1800 1828 1858 1958 2113 2248 Netley, Denzil Avenue (E-bound) 1538 1608 1638 1708 1738 1807 1835 1905 2005 2120 2255 Hound, Hound Farm (E-bound) 1546 1616 1646 1716 1746 1813 1841 1911 2011 2126 2301 Hamble-le-Rice, Hamble Square (SW-bound) 1553 1623 1653 1723 1753 1819 1847 1917 2017 2132 2307 Sundays Southampton City Centre, Vincent’s Walk (Stop CI) 0610 0723 0840 0935 1035 1135 1235 1335 1435 1535 1635 1735 1835 1950 Woolston, Bridge Link Road (S-bound) 0619 0732 0849 0944 1045 1145 1245 1345 1445 1545 1645 1745 1844 1959 Weston, Weston Lane (E-bound) 0623 0736 0853 0948 1050 1150 1250 1350 1450 1550 1650 1750 1848 2003 Netley, Denzil Avenue (E-bound) 0630 0743 0900 0955 1058 1158 1258 1358 1458 1558 1658 1758 1855 2010 Hound, Hound Farm (E-bound) 0636 0749 0906 1001 1106 1206 1306 1406 1506 1606 1706 1806 1901 2016 Hamble-le-Rice, Hamble Square (SW-bound) 0642 0755 0912 1008 1113 1213 1313 1413 1513 1613 1713 1812 1907 2022 Bank Holidays Southampton City Centre, Vincent’s Walk (Stop CI) 0610 0723 0840 0935 1035 1135 1235 1335 1435 1535 1635 1735 1835 1950 Woolston, Bridge Link Road (S-bound) 0619 0732 0849 0944 1045 1145 1245 1345 1445 1545 1645 1745 1844 1959 Weston, Weston Lane (E-bound) 0623 0736 0853 0948 1050 1150 1250 1350 1450 1550 1650 1750 1848 2003 Netley, Denzil Avenue (E-bound) 0630 0743 0900 0955 1058 1158 1258 1358 1458 1558 1658 1758 1855 2010 Hound, Hound Farm (E-bound) 0636 0749 0906 1001 1106 1206 1306 1406 1506 1606 1706 1806 1901 2016 Hamble-le-Rice, Hamble Square (SW-bound) 0642 0755 0912 1008 1113 1213 1313 1413 1513 1613 1713 1812 1907 2022 no service no service no service no service

6 Hamble - Netley - Woolston - Southampton City Centre

First in Hampshire Timetable valid from 26/02/2017 until further notice. Direction of stops: where shown (eg: W-bound) this is the compass direction towards which the bus is pointing when it stops Mondays to Fridays Service Restrictions Sch SH Sch SH Sch SH Hamble-le-Rice, Hamble Square (SW-bound) 0540 0634 0653 0724 0724 0754 0754 0823 0823 0900 0930 1000 1030 1100 1130 1200 1230 1300 Hound, Hound Farm (W-bound) 0546 0640 0659 0731 0731 0801 0801 0830 0830 0907 0937 1007 1037 1107 1137 1207 1237 1307 Netley, Netley Station (SW-bound) 0551 0645 0704 0738 0738 0808 0808 0837 0837 0913 0943 1013 1043 1113 1143 1213 1243 1313 Weston, Weston Lane (W-bound) 0600 0654 0715 0749 0749 0819 0819 0848 0848 0924 0954 1024 1054 1124 1154 1224 1254 1324 Woolston, Norton Close (W-bound) 0755 0825 0854 Woolston, Bridge Link Road (N-bound) 0604 0658 0724 0758 0758 0828 0828 0857 0857 0929 0959 1029 1059 1129 1159 1229 1259 1329 Southampton City Centre, Vincent’s Walk (Stop CI) 0613 0707 0736 0810 0810 0840 0840 0909 0909 0939 1009 1039 1109 1139 1209 1239 1309 1339 Mondays to Fridays Hamble-le-Rice, Hamble Square (SW-bound) 1330 1400 1430 1500 1530 1600 1630 1700 1730 1800 1830 1900 1925 2020 2140 2315 Hound, Hound Farm (W-bound) 1337 1407 1437 1507 1537 1607 1637 1707 1737 1807 1837 1906 1931 2026 2146 2321 Netley, Netley Station (SW-bound) 1343 1413 1443 1513 1543 1613 1643 1713 1743 1813 1843 1911 1936 2031 2151 2326 Weston, Weston Lane (W-bound) 1354 1424 1454 1524 1554 1624 1654 1724 1754 1824 1854 1920 1945 2040 2200 2335 Woolston, Norton Close (W-bound) Woolston, Bridge Link Road (N-bound) 1359 1429 1459 1529 1559 1629 1659 1729 1759 1829 1859 1924 1949 2044 2204 2339 Southampton City Centre, Vincent’s Walk (Stop CI) 1409 1439 1509 1539 1609 1639 1709 1739 1809 1839 1909 1933 1958 2053 2213 2348

Service Restrictions: SH - Hampshire School Holidays Sch - Hampshire School Days

Data Provided by South West Public Transport Information (SWPTI) - 44 - 06/03/17 6 Hamble - Netley - Woolston - Southampton City Centre

First in Hampshire Timetable valid from 26/02/2017 until further notice. Direction of stops: where shown (eg: W-bound) this is the compass direction towards which the bus is pointing when it stops Saturdays Hamble-le-Rice, Hamble Square (SW-bound) 0613 0655 0725 0810 0840 0905 0930 1000 1030 1100 1130 1200 1230 1300 1330 1400 1430 1500 Hound, Hound Farm (W-bound) 0619 0701 0731 0816 0846 0911 0936 1007 1037 1107 1137 1207 1237 1307 1337 1407 1437 1507 Netley, Netley Station (SW-bound) 0624 0706 0736 0821 0851 0916 0941 1013 1043 1113 1143 1213 1243 1313 1343 1413 1443 1513 Weston, Weston Lane (W-bound) 0633 0715 0745 0830 0900 0925 0950 1024 1054 1124 1154 1224 1254 1324 1354 1424 1454 1524 Woolston, Norton Close (W-bound) Woolston, Bridge Link Road (N-bound) 0637 0719 0749 0834 0904 0929 0954 1029 1059 1129 1159 1229 1259 1329 1359 1429 1459 1529 Southampton City Centre, Vincent’s Walk (Stop CI) 0646 0728 0758 0843 0913 0938 1003 1039 1109 1139 1209 1239 1309 1339 1409 1439 1509 1539 Saturdays Hamble-le-Rice, Hamble Square (SW-bound) 1530 1600 1630 1700 1730 1800 1825 1855 1920 2020 2140 2315 Hound, Hound Farm (W-bound) 1537 1607 1637 1707 1737 1806 1831 1901 1926 2026 2146 2321 Netley, Netley Station (SW-bound) 1543 1613 1643 1713 1743 1811 1836 1906 1931 2031 2151 2326 Weston, Weston Lane (W-bound) 1554 1624 1654 1724 1754 1820 1845 1915 1940 2040 2200 2335 Woolston, Norton Close (W-bound) Woolston, Bridge Link Road (N-bound) 1559 1629 1659 1729 1759 1824 1849 1919 1944 2044 2204 2339 Southampton City Centre, Vincent’s Walk (Stop CI) 1609 1639 1709 1739 1809 1833 1858 1928 1953 2053 2213 2348 Sundays Hamble-le-Rice, Hamble Square (SW-bound) 0645 0800 0917 1017 1117 1217 1317 1417 1517 1617 1717 1817 1910 2025 Hound, Hound Farm (W-bound) 0651 0806 0923 1024 1124 1224 1324 1424 1524 1624 1724 1823 1916 2031 Netley, Netley Station (SW-bound) 0656 0811 0928 1030 1130 1230 1330 1430 1530 1630 1730 1828 1921 2036 Weston, Weston Lane (W-bound) 0705 0820 0937 1041 1141 1241 1341 1441 1541 1641 1741 1837 1930 2045 Woolston, Norton Close (W-bound) Woolston, Bridge Link Road (N-bound) 0709 0824 0941 1046 1146 1246 1346 1446 1546 1646 1746 1841 1934 2049 Southampton City Centre, Vincent’s Walk (Stop CI) 0718 0833 0950 1056 1156 1256 1356 1456 1556 1656 1756 1850 1943 2058 Bank Holidays Hamble-le-Rice, Hamble Square (SW-bound) 0645 0800 0917 1017 1117 1217 1317 1417 1517 1617 1717 1817 1910 2025 Hound, Hound Farm (W-bound) 0651 0806 0923 1024 1124 1224 1324 1424 1524 1624 1724 1823 1916 2031 Netley, Netley Station (SW-bound) 0656 0811 0928 1030 1130 1230 1330 1430 1530 1630 1730 1828 1921 2036 Weston, Weston Lane (W-bound) 0705 0820 0937 1041 1141 1241 1341 1441 1541 1641 1741 1837 1930 2045 Woolston, Norton Close (W-bound) Woolston, Bridge Link Road (N-bound) 0709 0824 0941 1046 1146 1246 1346 1446 1546 1646 1746 1841 1934 2049 Southampton City Centre, Vincent’s Walk (Stop CI) 0718 0833 0950 1056 1156 1256 1356 1456 1556 1656 1756 1850 1943 2058 no service no service no service no service

Data Provided by South West Public Transport Information (SWPTI) - 44 - 06/03/17 6 Southampton City Centre - Woolston - Netley - Hamble

First in Hampshire

For times of the next departures from a particular stop you can use traveline-txt - by sending the SMS code to 84268. Add the service number after the code if you just want a specific service - eg: buctdgtd 60. The return message from traveline-txt will show the next three departures, and it currently costs 25p plus any message sending charge. Departure times will be real-time predictions where available, or scheduled departure times if not.

You can also get the same information by using the SMS code at www.nextbuses.mobi (only normal browsing charges apply) or through several iPhone or Android apps that offer access to NextBuses.

NOTE: SMS codes are different in each direction. Make sure you choose the right direction from these lists. SMS Code Stop Name Street ATCO Code sohdgaj Southampton City Centre, Vincent’s Walk (Stop CI) Vincent’s Walk 1980SN12616C sohjwga Southampton City Centre, WestQuay (Stop BD) Castle Way 1980SNA09464 sohdapd Southampton City Centre, Holyrood Church (Stop BE) High Street 1980HA120626 sohdatw Queens Park, Friary House (Stop TH) Briton Street 1980HA120630 sohmgap Queens Park, Queens Terrace (Stop QB) Orchard Place 1980SNA90925 sohdmaj Ocean Village, Ocean Village (E-bound) Canute Road 1980HA120641 sohdmjd Chapel, Itchen Bridge (E-bound) A3025 Itchen Bridge 1980SN120652 sohdtaj Woolston, Bridge Link Road (S-bound) Link Road 1980SN12658B sohdtwt Woolston, Fort Road (SE-bound) Portsmouth Road 1980SN120664 sohdwpm Woolston, opp St Annes Road Portsmouth Road 1980SN120710 sohjamt Woolston, o/s The Swan Portsmouth Road 1980SN120729 sohjdaw Weston, Weston Lane (E-bound) Wright’s Hill 1980SN120731 sohjdmj Weston, Weston Infant School (SE-bound) Newtown Road 1980SN120737 sohjgaj Weston, The Gardeners Arms (S-bound) Newtown Road 1980SN120741 sohjgda Weston, Tenterton Avenue (SE-bound) Newtown Road 1980SN122003 hamdapwd Butlocks Heath, Ingleside (SW-bound) Grange Road 1900HA030525 hamdamwp Butlocks Heath, opp The Mill House Grange Road 1900HA030527 hamdamdg Butlocks Heath, St Edwards Road (SW-bound) Grange Road 1900HA030529 hamdajap Netley, New Road (SW-bound) Grange Road 1900HA030530 hamdajdg Netley, York Road (SE-bound) Victoria Road 1900HA030532 hamdamdw Netley, Post Office (NE-bound) Station Road 1900HA030535 hamdapaj Netley, Denzil Avenue (E-bound) Station Road 1900HA030536 hamdatjd Netley, Netley Station (NE-bound) St Mary’s Road 1900HA030539 hamdatwm Netley, Yaverlands (N-bound) Ingleside 1900HA030541 hamdatpd Butlocks Heath, Bowcombe (N-bound) Ingleside 1900HA030542 hamdatmw Butlocks Heath, Woolston Road (E-bound) Woolston Road 1900HA030523 hamdgadm Netley, The Grove (SE-bound) Woolston Road 1900HA030522 hamdgdam Hound, St Marys Church (E-bound) Hound Road 1900HA030519 hamdgjpm Hound, Hound Farm (E-bound) Hound Road 1900HA030516 hamjdtwj Hound, Playing Field (S-bound) Hamble Lane 1900HAA19442 hamdgmdm Hound, o/s Hamble Lane School Hamble Lane 1900HA030501 hamjdtwp Hamble-le-Rice, Post Box (S-bound) Hamble Lane 1900HAA19444 hamdgmdw Hamble-le-Rice, Verdon Avenue (S-bound) Hamble Lane 1900HA030505 hamdgmjm Hamble-le-Rice, Beaulieu Road (SE-bound) Hamble Lane 1900HA030507 hamdgpmt Hamble-le-Rice, Hamble Fire Station (E-bound) Hamble Lane 1900HA030509 hamdgtgj Hamble-le-Rice, Copse Lane (E-bound) High Street 1900HA030511 hamdgwdt Hamble-le-Rice, Hamble Square (SW-bound) Satchell Lane 1900HA030512 6 Hamble - Netley - Woolston - Southampton City Centre

First in Hampshire

You can also get the same information by using the SMS code at www.nextbuses.mobi (only normal browsing charges apply) or through several iPhone or Android apps that offer access to NextBuses.

First in Hampshire Service Restrictions

Sch - Hampshire School Days Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa Su Mo Tu 2017 July 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 August 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 September 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30

SH - Hampshire School Holidays Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa Su Mo Tu 2017 July 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 August 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 September 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30

# Days of operation # Mo = Monday, Tu = Tuesday, We = Wednesday, Th = Thursday, Fr = Friday # Sa = Saturday # Su = Sunday Route map for Xelabus service X15 (outbound) X15 StokeStoke Park Wood Lower Upham Eastleigh Bus Station Bishopstoke Manor Farm Close Eastleigh The Fair Oak River Inn Alan Dean Road Drayton WWayay New Clock Inn WWyvernyvern School Daisy Road Horton Heath Stoneham Cross Roads Horton Heath Dumpers Drove Denhams Durley The Brigadier Corner Gerard Swaythling X15 Chancellors Shamblehurst Lane Lane North Chartwell Green Braxells Farm Bitterne Park TTownhillownhill Park Oatlands West End TollbarTollbar Road Midanbury WayWay Locke Oatlands Road Road Boorley Arch Hedge End X15 Curdridge Superstores WWoodhouseoodhouse Harefield Hobb Lane Lane Botley School Itchen Bitterne Hedge End Sherborne WWayay Botley VVillageillage Centre Thornhill Freegrounds Road Mapleton Road Heath House Lane Rosemary Gardens Sholing Itchen Hightown Bonhomie Curbridge Paulines Lodge Scout Activity Centre X15 Pylands Lane WoolstonWoolston Windhover Tesco Jurd X15 Kingsfield Newtown WayWay Whiteley Burridge Pastures Chamberlayne Road Lowford Weston WWoolstonoolston Lowford Post OfOfficefice Road Hill Whiteley Westwood X15 Ingleside Bursledon New Top Road Netley Butlocks Heath Hamble Lake The Grove Playing Sarisbury Green Hound Field YYorkork Farm Road Post X15 Hamble Lane OfOfficefice School Sports Southampton Ground Riverside Tour.& Hol. Park Water VerdonVerdon AvenueAvenue Hamble Square Beaulieu Road Hamble-Le-Rice Copse Lane X15 Warsash © OpenStreetMap 1.5 km 3 km 4.5 km 6 km

swe-44X15_(-1).y10 (outbound) Route map for Xelabus service X15 (inbound) Stoke X15 Park Recreation WWoodood Lower Upham Eastleigh Bus Station Ground Bishopstoke Fair Oak Eastleigh The River Inn X15 Manor Farm Fair Oak Square Close New Clock Inn WWyvernyvern School Daisy Road Stoneham Horton Heath Horton Heath Cross Roads Dumpers Drove The Brigadier Denhams Durley Gerard Corner

Swaythling X15 Chancellors Shamblehurst Lane Lane North Chartwell Green Braxells Farm TownhillTownhill Park Bitterne Park TollbarTollbar Oatlands West End WWayay Oatlands Road Midanbury Locke Road Hedge End Road Superstores Curdridge WWoodhouseoodhouse Harefield Wildern School Hobb Lane Botley Lane School Itchen Bitterne Hedge End Sherborne WWayay Botley Rosemary Thornhill Gardens Mapleton Road Upper St Helens Road Stockholm Itchen Sholing Hightown Drive Curbridge Bonhomie Providence Dodwell Lane Hill WWoolstonoolston Jurd Redcroft WayWay X15 Lane Newtown Whiteley Burridge Pastures Lowford Hill Lowford Weston Post OfOfficefice Chamberlayne Whiteley Westwood Road Bursledon Top Butlocks Heath X15 Hamble Lake Netley Playing Sarisbury Green Field Hamble Lane School Riverside Tour.& Hol. Park Post Southampton New Station Box Water VerdonVerdon AvenueAvenue Hamble Square Beaulieu Road Hamble-Le-Rice Copse Hamble Fire Station Lane Warsash X15 © OpenStreetMap 1.5 km 3 km 4.5 km 6 km

swe-44X15_(-1).y10 (inbound) X15 Hamble - Netley - Hedge End - Botley - Fair Oak - Eastleigh

Xelabus Timetable valid from 20/03/2017 until 03/09/2017. Direction of stops: where shown (eg: W-bound) this is the compass direction towards which the bus is pointing when it stops Mondays to Fridays Hamble-le-Rice, Hamble Square (SW-bound) 0925 1135 1345 1550 1655 Netley, The Grove (NW-bound) 0931 1141 1351 1555 1702 Netley, York Road (SE-bound) 0935 1145 1355 1558 1706 Netley, Yaverlands (N-bound) 0938 1148 1358 1600 1709 Lowford, Windhover Tesco (E-bound) 0945 1155 1405 1717 Lowford, Post Office (E-bound) 0948 1158 1408 1721 Hedge End, opp Freegrounds Road 0955 1205 1415 1729 Hedge End Town Ctr, The Barleycorn Inn (Stop C) 0959 1209 1419 1733 Wildern, Hedge End Superstores (NW-bound) 1004 1214 1424 1739 Botley, C of E Primary School (SE-bound) 1010 1220 1430 1746 Boorley Green, adj Oatlands Close 1014 1224 1434 1751 Horton Heath, Denhams Corner (NW-bound) 1017 1227 1437 1754 Fair Oak, Square (W-bound) 1021 1231 1441 1759 Eastleigh, Bus Station (Stand A) 1030 1240 1450 1810 Saturdays Sundays Bank Holidays no service no service no service no service no service no service no service

X15 Eastleigh - Fair Oak - Botley - Hedge End - Netley - Hamble

Xelabus Timetable valid from 20/03/2017 until 03/09/2017. Direction of stops: where shown (eg: W-bound) this is the compass direction towards which the bus is pointing when it stops Mondays to Fridays Eastleigh, Bus Station (Stand A) 1035 1245 1455 1545 Fair Oak, Square (E-bound) 1043 1253 1503 1553 Horton Heath, Denhams Corner (SE-bound) 1047 1257 1507 1557 Boorley Green, opp Oatlands Close 1050 1300 1510 1600 Botley, C of E Primary School (NW-bound) 1055 1305 1515 1605 Wildern, Hedge End Superstores (NW-bound) 1101 1311 1521 1611 Hedge End Town Ctr, The Barleycorn Inn (Stop D) 1107 1317 1527 1618 Hedge End, adj Cortina Way 1111 1321 1531 1623 Lowford, Post Office (W-bound) 1117 1327 1537 1630 Lowford, Windhover Tesco (E-bound) 1120 1330 1540 1634 Hamble-le-Rice, Hamble Square (SW-bound) 1130 1340 1550 1645 Saturdays Sundays Bank Holidays no service no service no service no service no service no service no service

Data Provided by South West Public Transport Information (SWPTI) - 44 - 18/07/17 X15 Hamble - Netley - Hedge End - Botley - Fair Oak - Eastleigh

Xelabus

You can also get the same information by using the SMS code at www.nextbuses.mobi (only normal browsing charges apply) or through several iPhone or Android apps that offer access to NextBuses.

NOTE: SMS codes are different in each direction. Make sure you choose the right direction from these lists. SMS Code Stop Name Street ATCO Code hamdgwdt Hamble-le-Rice, Hamble Square (SW-bound) Satchell Lane 1900HA030512 hamdgpwm Hamble-le-Rice, Copse Lane (W-bound) Hambleside Court 1900HA030510 hamdgmja Hamble-le-Rice, Beaulieu Road (NW-bound) Hamble Lane 1900HA030506 hamdgmga Hamble-le-Rice, Verdon Avenue (N-bound) Hamble Lane 1900HA030504 hamdgmgj Hamble-le-Rice, Sports Ground (N-bound) Hamble Lane 1900HA030502 hamdgmda Hound, opp Hamble Lane School Hamble Lane 1900HA030500 hamjdtwm Hound, Playing Field (N-bound) Hamble Lane 1900HAA19443 hamdgjma Hound, Hound Farm (W-bound) Hound Road 1900HA030517 hamdgdgj Hound, St Marys Church (W-bound) Hound Road 1900HA030518 hamdgagm Netley, The Grove (NW-bound) Woolston Road 1900HA030521 hamjdgtj Butlocks Heath, Woolston Road (W-bound) Woolston Road 1900HAA09206 hamdapwd Butlocks Heath, Ingleside (SW-bound) Grange Road 1900HA030525 hamdamwp Butlocks Heath, opp The Mill House Grange Road 1900HA030527 hamdamdg Butlocks Heath, St Edwards Road (SW-bound) Grange Road 1900HA030529 hamdajap Netley, New Road (SW-bound) Grange Road 1900HA030530 hamdajdg Netley, York Road (SE-bound) Victoria Road 1900HA030532 hamdamdw Netley, Post Office (NE-bound) Station Road 1900HA030535 hamdapaj Netley, Denzil Avenue (E-bound) Station Road 1900HA030536 hamdatjd Netley, Netley Station (NE-bound) St Mary’s Road 1900HA030539 hamdatwm Netley, Yaverlands (N-bound) Ingleside 1900HA030541 hamdatpd Butlocks Heath, Bowcombe (N-bound) Ingleside 1900HA030542 hamdatmw Butlocks Heath, Woolston Road (E-bound) Woolston Road 1900HA030523 hamdgadm Netley, The Grove (SE-bound) Woolston Road 1900HA030522 hamdgdam Hound, St Marys Church (E-bound) Hound Road 1900HA030519 hamdgjpm Hound, Hound Farm (E-bound) Hound Road 1900HA030516 hamdgmwj Lowford, Chamberlayne Road (N-bound) 1900HA030498 hamdgmwm Lowford, Lowford Hill (N-bound) Hamble Lane 1900HA030496 hamdgptp Lowford, Windhover Tesco (E-bound) Tesco Acess Road 1900HA030487 hamdgpjw Lowford, Jurd Way (S-bound) Jurd Way 1900HA030485 hamdgwaj Lowford, Post Office (E-bound) Portsmouth Road 1900HA030483 hamdgwtd Lowford, Kingsfield (NE-bound) Portsmouth Road 1900HA030482 hamdgtpd Lowford, Providence Hill (NW-bound) Windmill Lane 1900HA030475 hamdjajw Hedge End, Pylands Lane (N-bound) Dodwell Lane 1900HA030398 hamdjama Hedge End, Bonhomie (N-bound) Dodwell Lane 1900HA030399 hamjdpmw Hedge End, Heath House Lane (N-bound) Upper St Helens Road 1900HAA09389 hamjdpta Hedge End, adj Rosemary Gardens Lower St Helens Road 1900HAA09390 hamjdptd Hedge End, opp Freegrounds Road Lower St Helens Road 1900HAA09391 hamjdptg Hedge End, adj Mapleton Road Hobb Lane 1900HAA09392 hamjdptj Hedge End, adj Sherborne Way Hobb Lane 1900HAA09393 hamdjmwp Hedge End, Hobb Lane (W-bound) Lower Northam Road 1900HA030329 hamdjgmg Hedge End Town Ctr, The Barleycorn Inn (Stop C) B3036 Lower Northam Road 1900HA030308 hamdjdwg Hedge End Town Ctr, Budgens (Stop E) Wildern Lane 1900HA030305 hamdjgjg Wildern, Wildern School (NW-bound) Wildern Lane 1900HA030311 hamdjdta Wildern, o/s Willow Mead Wildern Lane 1900HA030313 hamdjdwa Wildern, Westward Road (N-bound) Wildern Lane 1900HA030315 hamdgwpt Wildern, Hedge End Superstores (NW-bound) Superstore Car Park 1900HA030337 hamdgwjg West End, Tollbar Way (N-bound) Tollbar Way 1900HA030338 hamdjawg Wildern, Herald Industrial Estate (E-bound) Botley Road 1900HA030340 hamjtmam Wildern, nr Locke Road Grange Road 1900HAA91562 hamdjmwg Wildern, Botleigh Grange Hotel (SE-bound) Grange Road 1900HA030323 hamdjpwa Hedge End, Maypole (SE-bound) Grange Road 1900HA030326 hamjmdtm Broadoak, Woodhouse Lane (E-bound) Broad Oak 1900HAA10020 hamdjwaw Broadoak, opp Brook Cottages Broad Oak 1900HA030444 hamdjwjt Botley, Brook Lane (E-bound) High Street 1900HA030441 hamdmagj Botley, C of E Primary School (SE-bound) High Street 1900HA030436 hamdmamg Botley, Botley Square (E-bound) High Street 1900HA030439 hamjpwda Botley, Uplands Farm (NW-bound) Winchester Street 1900HAA91311 hamdjwmp Boorley Green, Boorley Arch (N-bound) Winchester Street 1900HA030431 hamdjwjm Boorley Green, Oatlands Road (N-bound) Winchester Road 1900HA030545 hamjptmt Boorley Green, adj Oatlands Close Oatlands Road 1900HAA91288 hamjpdpd Boorley Green, adj Oatlands Road Maddoxford Lane 1900HAA91089 hamdjwaj Long Common, Braxells Farm (N-bound) Winchester Road 1900HA030549 hamdjtwm Long Common, Chancellors Lane (NW-bound) Winchester Road 1900HA030551 hamdjtat Horton Heath, Shamblehurst Lane North (NW-bound) Winchester Road 1900HA030553 hamjapmw Horton Heath, Denhams Corner (NW-bound) Botley Road 1900HAA40464 hamdjpaw Horton Heath, nr The Brigadier Gerard Botley Road 1900HA030461 hamdjpdg Horton Heath, Dumpers Drove (N-bound) Botley Road 1900HA030459 hamdjpgm Horton Heath, Horton Heath Cross Roads (N-bound) Botley Road 1900HA030297 hamdjpgd Fair Oak, adj Daisy Road Botley Road 1900HA030296 hamdjpdj Fair Oak, Wyvern School (N-bound) Botley Road 1900HA030293 hamdjmpd Fair Oak, Square (W-bound) Fairoak Road 1900HA030289 hamdjdtw Fair Oak, Dean Road (W-bound) Fairoak Road 1900HA030292 hamdjdaj Fair Oak, New Clock Inn (NW-bound) Fair Oak Road 1900HA030268 hamjdmtm Fair Oak, Stoke Wood Surgery (NW-bound) Fair Oak Road 1900HAA09338 hamdgmgd Bishopstoke, nr Alan Drayton Way Alan Drayton Way 1900HA030260 hamjmjmj Bishopstoke, Manor Farm Close (NW-bound) Fair Oak Road 1900HAA10109 hamjmjmd Bishopstoke, The River Inn (NW-bound) Fair Oak Road 1900HAA10107 hamjmdwp Bishopstoke, Recreation Ground (W-bound) Bishopstoke Road 1900HAA10028 hamdapdp Eastleigh, Dutton Lane (W-bound) Bishopstoke Road 1900HA030233 hamdajwa Eastleigh, Bus Station (Stand A) Upper Market Street 1900HA030212 X15 Eastleigh - Fair Oak - Botley - Hedge End - Netley - Hamble

Xelabus

You can also get the same information by using the SMS code at www.nextbuses.mobi (only normal browsing charges apply) or through several iPhone or Android apps that offer access to NextBuses.

NOTE: SMS codes are different in each direction. Make sure you choose the right direction from these lists. SMS Code Stop Name Street ATCO Code hamdajwa Eastleigh, Bus Station (Stand A) Upper Market Street 1900HA030212 hamdapmd Eastleigh, Chickenhall Lane (E-bound) 1900HA030234 hamjmdwt Bishopstoke, Recreation Ground (E-bound) Bishopstoke Road 1900HAA10029 hamjmjma Bishopstoke, The River Inn (SE-bound) Fair Oak Road 1900HAA10106 hamjmjmg Bishopstoke, Manor Farm Close (SE-bound) Fair Oak Road 1900HAA10108 hamjdmtj Fair Oak, Stoke Wood Surgery (SE-bound) Fair Oak Road 1900HAA09337 hamdjawt Fair Oak, New Clock Inn (SE-bound) Fair Oak Road 1900HA030267 hamdjgpj Fair Oak, Shorts Road (NE-bound) Fairoak Road 1900HA030291 hamdjmpa Fair Oak, Square (E-bound) Fairoak Road 1900HA030290 hamdjpdt Fair Oak, Wyvern School (S-bound) Botley Road 1900HA030294 hamdjpgj Fair Oak, opp Daisy Road Botley Road 1900HA030295 hamdjpgp Horton Heath, Horton Heath Cross Roads (S-bound) Botley Road 1900HA030298 hamdjpdm Horton Heath, Dumpers Drove (S-bound) Botley Road 1900HA030460 hamdjpda Horton Heath, o/s The Brigadier Gerard Botley Road 1900HA030462 hamjtmgd Horton Heath, Denhams Corner (SE-bound) Botley Road 1900HAA91574 hamdjtdp Horton Heath, Shamblehurst Lane North (SE-bound) Winchester Road 1900HA030554 hamdjtwp Long Common, Chancellors Lane (SE-bound) Winchester Road 1900HA030552 hamdjwat Long Common, Braxells Farm (S-bound) Winchester Road 1900HA030550 hamjptpa Boorley Green, opp Oatlands Road Maddoxford Lane 1900HAA91290 hamjptmw Boorley Green, opp Oatlands Close Oatlands Road 1900HAA91289 hamdjwjp Boorley Green, Oatlands Road (S-bound) Winchester Road 1900HA030546 hamdmagm Botley, Uplands Farm (SE-bound) Winchester Street 1900HA030440 hamdmajp Botley, Botley Square (W-bound) High Street 1900HA030438 hamdmadp Botley, C of E Primary School (NW-bound) High Street 1900HA030437 hamdjwjg Botley, Brook Lane (W-bound) High Street 1900HA030442 hamdjwdg Broadoak, adj Brook Cottages Broad Oak 1900HA030443 hamdjtgm Broadoak, Woodhouse Lane (W-bound) Broad Oak 1900HA030445 hamdjptd Hedge End, Maypole (NW-bound) Grange Road 1900HA030325 hamdjmtp Wildern, Botleigh Grange Hotel (NW-bound) Grange Road 1900HA030324 hamdjmag Wildern, Locke Road (NW-bound) Grange Road 1900HA030322 hamdjawj Wildern, Herald Industrial Estate (W-bound) Botley Road 1900HA030341 hamdgwpd West End, Tollbar Way (SW-bound) Tollbar Way 1900HA030339 hamdgwpt Wildern, Hedge End Superstores (NW-bound) Superstore Car Park 1900HA030337 hamdjgaj Wildern, Westward Road (S-bound) Wildern Lane 1900HA030314 hamdjdwj Wildern, Wildern School (SE-bound) Wildern Lane 1900HA030312 hamdjgdw Wildern, adj Ratcliffe Road Wildern Lane 1900HA030310 hamdjgta Hedge End Town Ctr, The Barleycorn Inn (Stop D) Lower Northam Road 1900HA030309 hamdjmta Hedge End, Hobb Lane (E-bound) Lower Northam Road 1900HA030330 hamjdptw Hedge End, nr Sherborne Way Hobb Lane 1900HAA09396 hamjdpwa Hedge End, nr Mapleton Road Hobb Lane 1900HAA09397 hamjdpwd Hedge End, adj Cortina Way Freegrounds Road 1900HAA09398 hamjdpwg Hedge End, opp Rosemary Gardens Lower St Helens Road 1900HAA09399 hamjdpwj Hedge End, adj Stockholm Drive Upper St Helens Road 1900HAA09400 hamdjawa Hedge End, Upper St Helens Road (W-bound) Heathhouse Lane 1900HA030413 hamdjamg Hedge End, Bonhomie (S-bound) Dodwell Lane 1900HA030400 hamdjaja Hedge End, Dodwell Lane (entrance M27) 1900HA030397 hamdgtwj Lowford, Providence Hill (SE-bound) Providence Hill 1900HA030476 hamdjadm Lowford, Redcroft Lane (SW-bound) Portsmouth Road 1900HA030481 hamdgtwd Lowford, Post Office (W-bound) Portsmouth Road 1900HA030484 hamdgpmd Lowford, Jurd Way (N-bound) Jurd Way 1900HA030486 hamdgptp Lowford, Windhover Tesco (E-bound) Tesco Acess Road 1900HA030487 hamdgmwp Lowford, Lowford Hill (S-bound) Hamble Lane 1900HA030497 hamdgmwd Lowford, Chamberlayne Road (S-bound) Hamble Lane 1900HA030499 hamjdtwj Hound, Playing Field (S-bound) Hamble Lane 1900HAA19442 hamdgmdm Hound, o/s Hamble Lane School Hamble Lane 1900HA030501 hamjdtwp Hamble-le-Rice, Post Box (S-bound) Hamble Lane 1900HAA19444 hamdgmdw Hamble-le-Rice, Verdon Avenue (S-bound) Hamble Lane 1900HA030505 hamdgmjm Hamble-le-Rice, Beaulieu Road (SE-bound) Hamble Lane 1900HA030507 hamdgpmt Hamble-le-Rice, Hamble Fire Station (E-bound) Hamble Lane 1900HA030509 hamdgtgj Hamble-le-Rice, Copse Lane (E-bound) High Street 1900HA030511 hamdgwdt Hamble-le-Rice, Hamble Square (SW-bound) Satchell Lane 1900HA030512 GE Aviation, Hamble-le-Rice

APPENDIX D: SITE MASTERPLAN

47 Disclaimer BB

Sinks This drawing is protected under the Copyright, Designs and Patents Act 1988. This drawing is protected by copyright of FLUID DESIGN. Promap Crown Copyright 2007. All rights reserved. Licence number 100020449

Hamble fluiddesign is a trading style of FLUID Architecture Limited, which is a subsidiary of Fluid Design Group Limited. Primary School Registered in England No: 5190735. Registered Address: Orlingbury House, Lewes

north Road, Forest Row, East Sussex, RH18 5AA Sketch Stone

20.3m This drawing is produced for SKETCH PURPOSES ONLY and is not to be used for construction.

This drawing illustrates a sketch proposal only and as such is subject to detailed site investigation, including ground conditions/contaminates, drainage design and planning/density negotiations. The layout may be based upon an enlargement of an O.S. sheet or other small scale plans and its accuracy needs to be verified by survey. CDM Regulations have not been fully considered.

Stone Play Area Rev. Description Date Def

Stone

Car Park

Maintain existing tree buffer

Pavilion Notes Mount Pleasant College Copse 08 flats Recreation Ground

Hamble Court Business Park

07 flats 18 houses Works New connection to recreation ground El Sub Sta

08 houses 02 flats 14 houses

2 El Sub Sta 5 24 23 GE parking VERDON AVENUE 12 houses 02 flats

05 houses 88 06 flats 33 87 FB

34 13

22 flats

car park 1 400 spaces

21 houses 2 flats

107 1

Maintain existing

trees 82

Open space setting 16 houses for listed building 4 flats 23 Tanks

SYDNEY AVENUE 17.6m 2

33 flats 74

planted buffer

HAMBLE LANE 47

Works 18

KINGS AVENUE 35

Folland Court conc

1 to 27 23

FLOWERS CLOSE

9 20 10

61 Orlingbury House, Lewes Road,

CORONATION PARADE El Sub Sta Forest Row, East Sussex, RH18 5AA t: +44(0)1342 822272 e: [email protected]

6 www.fluid-design.co.uk LB 66 El Sub Sta fluid

PO 17 47 73 Gas Client: GE Aviation Gov

56 28

Harrier 1 1 to 6 Mews

El Project: GE Aviation 35 YORKE WAY Sub Sta

7 to 10 to 7 Kings Avenue 40

87 Hamble

2 44 52

1 Southampton, SO31 4NF

23 16 57

Tank Title: Proposed Site Layout Tank 7 1

El Sub Sta 15 Status: S K E T C H 16.3m

11 2

CHALMERS WAY 15 14 Scale: 1:1000 Date: 06/2017

1 2

16.4m

COACH ROAD

0 10m 20m 30m 40m 50m 60m 70m 80m 90m 45 20 Revision: / Sheet: A1 El 1:1000 Sub Sta

Drg No: FD 16 -1431 - 55 - SK GE Aviation, Hamble-le-Rice

APPENDIX E: TRICS OUTPUT (PROPOSED LAND USE)

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL Category : A - HOUSES PRIVATELY OWNED VEHICLES

Selected regions and areas: 02 SOUTH EAST EX ESSEX 1 days 03 SOUTH WEST WL WILTSHIRE 1 days 04 EAST ANGLIA NF NORFOLK 1 days SF SUFFOLK 2 days 05 EAST MIDLANDS LN LINCOLNSHIRE 2 days NT NOTTINGHAMSHIRE 1 days 06 WEST MIDLANDS SH SHROPSHIRE 1 days WM WEST MIDLANDS 1 days WO WORCESTERSHIRE 2 days 07 YORKSHIRE & NORTH LINCOLNSHIRE NY NORTH YORKSHIRE 1 days 08 NORTH WEST CH CHESHIRE 2 days LC LANCASHIRE 1 days 09 NORTH CB CUMBRIA 1 days TV TEES VALLEY 1 days

This section displays the number of survey days per TRICS® sub-region in the selected set

Filtering Stage 2 selection:

This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range are included in the trip rate calculation.

Parameter: Number of dwellings Actual Range: 82 to 237 (units: ) Range Selected by User: 80 to 240 (units: )

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/05 to 22/10/12

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are included in the trip rate calculation.

Selected survey days: Monday 5 days Tuesday 5 days Wednesday 1 days Thursday 4 days Friday 3 days

This data displays the number of selected surveys by day of the week.

Selected survey types: Manual count 18 days Directional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are undertaking using machines.

Selected Locations: Suburban Area (PPS6 Out of Centre) 7 Edge of Town 11 TRICS 2013(b)v6.12.1 090713 B15.54 (C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 27/08/13 Page 2 Paul Basham Associates Hamble Lane Southampton Licence No: 247601

This data displays the number of surveys per main location category within the selected set. The main location categories consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and Not Known.

Selected Location Sub Categories: Residential Zone 12 Out of Town 1 No Sub Category 5

Filtering Stage 3 selection:

Use Class: C 3 18 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005 has been used for this purpose, which can be found within the Library module of TRICS®.

Population within 1 mile: 1,001 to 5,000 1 days 5,001 to 10,000 4 days 10,001 to 15,000 2 days 15,001 to 20,000 7 days 20,001 to 25,000 3 days 25,001 to 50,000 1 days

This data displays the number of selected surveys within stated 1-mile radii of population.

Population within 5 miles: 5,001 to 25,000 1 days 25,001 to 50,000 1 days 50,001 to 75,000 1 days 75,001 to 100,000 4 days 100,001 to 125,000 5 days 125,001 to 250,000 5 days 250,001 to 500,000 1 days

This data displays the number of selected surveys within stated 5-mile radii of population.

Car ownership within 5 miles: 0.6 to 1.0 7 days 1.1 to 1.5 11 days

This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling, within a radius of 5-miles of selected survey sites.

Travel Plan: No 18 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place, and the number of surveys that were undertaken at sites without Travel Plans. TRICS 2013(b)v6.12.1 090713 B15.54 (C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 27/08/13 Page 3 Paul Basham Associates Hamble Lane Southampton Licence No: 247601

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED VEHICLES Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 18 147 0.081 18 147 0.289 18 147 0.370 08:00 - 09:00 18 147 0.162 18 147 0.425 18 147 0.587 09:00 - 10:00 18 147 0.174 18 147 0.221 18 147 0.395 10:00 - 11:00 18 147 0.158 18 147 0.190 18 147 0.348 11:00 - 12:00 18 147 0.194 18 147 0.180 18 147 0.374 12:00 - 13:00 18 147 0.207 18 147 0.193 18 147 0.400 13:00 - 14:00 18 147 0.194 18 147 0.174 18 147 0.368 14:00 - 15:00 18 147 0.195 18 147 0.192 18 147 0.387 15:00 - 16:00 18 147 0.303 18 147 0.216 18 147 0.519 16:00 - 17:00 18 147 0.325 18 147 0.196 18 147 0.521 17:00 - 18:00 18 147 0.402 18 147 0.238 18 147 0.640 18:00 - 19:00 18 147 0.279 18 147 0.225 18 147 0.504 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 2.674 2.739 5.413

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 82 - 237 (units: ) Survey date date range: 01/01/05 - 22/10/12 Number of weekdays (Monday-Friday): 18 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 11

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. GE Aviation, Hamble-le-Rice

APPENDIX F: TRICS OUTPUT (B1 VACANT USE)

Calculation Reference: AUDIT-860401-180704-0752 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 02 - EMPLOYMENT Category : A - OFFICE MULTI-MODAL VEHICLES

Selected regions and areas: 02 SOUTH EAST ES EAST SUSSEX 1 days HC HAMPSHIRE 1 days KC KENT 2 days SC SURREY 3 days 04 EAST ANGLIA SF SUFFOLK 1 days 07 YORKSHIRE & NORTH LINCOLNSHIRE WY WEST YORKSHIRE 2 days 08 NORTH WEST LC LANCASHIRE 1 days 09 NORTH DH DURHAM 2 days

This section displays the number of survey days per TRICS® sub-region in the selected set

Secondary Filtering selection:

This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range are included in the trip rate calculation.

Parameter: Gross floor area Actual Range: 186 to 39230 (units: sqm) Range Selected by User: 186 to 70291 (units: sqm)

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/10 to 12/09/17

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are included in the trip rate calculation.

Selected survey days: Monday 4 days Tuesday 7 days Thursday 1 days Friday 1 days

This data displays the number of selected surveys by day of the week.

Selected survey types: Manual count 13 days Directional ATC Count 0 days

Selected Locations: Suburban Area (PPS6 Out of Centre) 7 Edge of Town 6

Selected Location Sub Categories: Industrial Zone 3 Commercial Zone 3 Residential Zone 5 Built-Up Zone 1 No Sub Category 1

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out of Town, High Street and No Sub Category. TRICS 7.5.1 290318 B18.22 Database right of TRICS Consortium Limited, 2018. All rights reserved Wednesday 04/07/18 Page 2 Markides Associates Ltd York Road London Licence No: 860401

Secondary Filtering selection:

Use Class: B 1 13 days

Population within 1 mile: 1,001 to 5,000 2 days 5,001 to 10,000 6 days 10,001 to 15,000 2 days 15,001 to 20,000 1 days 25,001 to 50,000 2 days

This data displays the number of selected surveys within stated 1-mile radii of population.

Population within 5 miles: 25,001 to 50,000 1 days 75,001 to 100,000 4 days 100,001 to 125,000 1 days 125,001 to 250,000 4 days 250,001 to 500,000 2 days 500,001 or More 1 days

This data displays the number of selected surveys within stated 5-mile radii of population.

Car ownership within 5 miles: 0.5 or Less 1 days 0.6 to 1.0 5 days 1.1 to 1.5 6 days 1.6 to 2.0 1 days

This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling, within a radius of 5-miles of selected survey sites.

Travel Plan: Yes 7 days No 6 days

PTAL Rating: No PTAL Present 13 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.5.1 290318 B18.22 Database right of TRICS Consortium Limited, 2018. All rights reserved Wednesday 04/07/18 Page 3 Markides Associates Ltd York Road London Licence No: 860401

LIST OF SITES relevant to selection parameters

1 DH-02-A-01 RPMI OFFICES DURHAM BRINKBURN ROAD

DARLINGTON Suburban Area (PPS6 Out of Centre) Residential Zone Total Gross floor area: 3 3 7 2 sqm Survey date: FRIDAY 05/11/10 Survey Type: MANUAL 2 DH-02-A-02 CONSTRUCTION COMPANY DURHAM DURHAM ROAD BOWBURN NEAR DURHAM Edge of Town Industrial Zone Total Gross floor area: 2 0 0 0 sqm Survey date: TUESDAY 27/11/12 Survey Type: MANUAL 3 ES-02-A-11 HOUSING COMPANY EAST SUSSEX THE SIDINGS ORE VALLEY HASTINGS Suburban Area (PPS6 Out of Centre) Residential Zone Total Gross floor area: 1 8 6 sqm Survey date: TUESDAY 17/11/15 Survey Type: MANUAL 4 HC-02-A-11 DIY CO. HQ HAMPSHIRE CHESTNUT AVENUE

CHANDLER'S FORD Edge of Town Commercial Zone Total Gross floor area: 2 6 1 0 0 sqm Survey date: MONDAY 17/10/11 Survey Type: MANUAL 5 KC-02-A-07 KCC HIGHWAYS REG. KENT KAVELIN WAY HENWOOD IND. ESTATE ASHFORD Edge of Town Commercial Zone Total Gross floor area: 2 5 2 5 sqm Survey date: MONDAY 05/12/11 Survey Type: MANUAL 6 KC-02-A-08 KCC HIGHWAYS REG. OFFICE KENT ST MICHAEL'S CLOSE CLAY WOOD AYLESFORD Edge of Town Industrial Zone Total Gross floor area: 3 1 6 8 sqm Survey date: MONDAY 28/11/11 Survey Type: MANUAL 7 LC-02-A-09 OFFICES LANCASHIRE FURTHERGATE

BLACKBURN Suburban Area (PPS6 Out of Centre) Built-Up Zone Total Gross floor area: 2 6 0 0 sqm Survey date: TUESDAY 04/06/13 Survey Type: MANUAL 8 SC-02-A-15 ACCOUNTANTS SURREY BOXGROVE ROAD

GUILDFORD Suburban Area (PPS6 Out of Centre) Residential Zone Total Gross floor area: 1 8 9 6 sqm Survey date: TUESDAY 05/10/10 Survey Type: MANUAL TRICS 7.5.1 290318 B18.22 Database right of TRICS Consortium Limited, 2018. All rights reserved Wednesday 04/07/18 Page 4 Markides Associates Ltd York Road London Licence No: 860401

LIST OF SITES relevant to selection parameters (Cont.)

9 SC-02-A-16 BANK OF AMERICA SURREY STANHOPE ROAD

CAMBERLEY Edge of Town Commercial Zone Total Gross floor area: 3 9 2 3 0 sqm Survey date: TUESDAY 10/05/11 Survey Type: MANUAL 10 SC-02-A-17 PHARMACEUTICALS SURREY ST GEORGE'S AVENUE THE HEATH WEYBRIDGE Suburban Area (PPS6 Out of Centre) Residential Zone Total Gross floor area: 1 0 2 9 3 sqm Survey date: TUESDAY 18/10/11 Survey Type: MANUAL 11 SF-02-A-01 COUNCIL OFFICES SUFFOLK BEETONS WAY

BURY ST. EDMUNDS Suburban Area (PPS6 Out of Centre) Industrial Zone Total Gross floor area: 8 0 0 0 sqm Survey date: MONDAY 27/09/10 Survey Type: MANUAL 12 WY-02-A-03 OFFICE WEST YORKSHIRE VICTORIA ROAD HEADINGLEY LEEDS Suburban Area (PPS6 Out of Centre) Residential Zone Total Gross floor area: 2 6 9 6 sqm Survey date: THURSDAY 17/06/10 Survey Type: MANUAL 13 WY-02-A-05 OFFICES WEST YORKSHIRE PIONEER WAY WHITWOOD CASTLEFORD Edge of Town No Sub Category Total Gross floor area: 1 2 3 0 sqm Survey date: TUESDAY 23/05/17 Survey Type: MANUAL

This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week and date of each survey, and whether the survey was a manual classified count or an ATC count. TRICS 7.5.1 290318 B18.22 Database right of TRICS Consortium Limited, 2018. All rights reserved Wednesday 04/07/18 Page 5 Markides Associates Ltd York Road London Licence No: 860401

TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE MULTI-MODAL VEHICLES Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 13 7946 0.524 13 7946 0.062 13 7946 0.586 08:00 - 09:00 13 7946 1.496 13 7946 0.148 13 7946 1.644 09:00 - 10:00 13 7946 0.656 13 7946 0.195 13 7946 0.851 10:00 - 11:00 13 7946 0.221 13 7946 0.142 13 7946 0.363 11:00 - 12:00 13 7946 0.198 13 7946 0.162 13 7946 0.360 12:00 - 13:00 13 7946 0.251 13 7946 0.301 13 7946 0.552 13:00 - 14:00 13 7946 0.295 13 7946 0.223 13 7946 0.518 14:00 - 15:00 13 7946 0.195 13 7946 0.232 13 7946 0.427 15:00 - 16:00 13 7946 0.152 13 7946 0.294 13 7946 0.446 16:00 - 17:00 13 7946 0.152 13 7946 0.787 13 7946 0.939 17:00 - 18:00 13 7946 0.088 13 7946 1.328 13 7946 1.416 18:00 - 19:00 12 8506 0.044 12 8506 0.435 12 8506 0.479 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 4.272 4.309 8.581

The survey data, graphs and all associated supporting information, contained within the TRICS Database are published by TRICS Consortium Limited ("the Company") and the Company claims copyright and database rights in this published work. The Company authorises those who possess a current TRICS licence to access the TRICS Database and copy the data contained within the TRICS Database for the licence holders' use only. Any resulting copy must retain all copyrights and other proprietary notices, and any disclaimer contained thereon.

The Company accepts no responsibility for loss which may arise from reliance on data contained in the TRICS Database. [No warranty of any kind, express or implied, is made as to the data contained in the TRICS Database.]

Parameter summary

Trip rate parameter range selected: 186 - 39230 (units: sqm) Survey date date range: 01/01/10 - 12/09/17 Number of weekdays (Monday-Friday): 13 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 0

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.1 290318 B18.22 Database right of TRICS Consortium Limited, 2018. All rights reserved Wednesday 04/07/18 Page 8 Markides Associates Ltd York Road London Licence No: 860401

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.1 290318 B18.22 Database right of TRICS Consortium Limited, 2018. All rights reserved Wednesday 04/07/18 Page 9 Markides Associates Ltd York Road London Licence No: 860401

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.1 290318 B18.22 Database right of TRICS Consortium Limited, 2018. All rights reserved Wednesday 04/07/18 Page 10 Markides Associates Ltd York Road London Licence No: 860401

TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE MULTI-MODAL TAXIS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 13 7946 0.009 13 7946 0.009 13 7946 0.018 08:00 - 09:00 13 7946 0.010 13 7946 0.010 13 7946 0.020 09:00 - 10:00 13 7946 0.013 13 7946 0.014 13 7946 0.027 10:00 - 11:00 13 7946 0.007 13 7946 0.007 13 7946 0.014 11:00 - 12:00 13 7946 0.004 13 7946 0.004 13 7946 0.008 12:00 - 13:00 13 7946 0.004 13 7946 0.004 13 7946 0.008 13:00 - 14:00 13 7946 0.004 13 7946 0.004 13 7946 0.008 14:00 - 15:00 13 7946 0.003 13 7946 0.003 13 7946 0.006 15:00 - 16:00 13 7946 0.005 13 7946 0.005 13 7946 0.010 16:00 - 17:00 13 7946 0.005 13 7946 0.004 13 7946 0.009 17:00 - 18:00 13 7946 0.010 13 7946 0.011 13 7946 0.021 18:00 - 19:00 12 8506 0.008 12 8506 0.008 12 8506 0.016 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.082 0.083 0.165

Parameter summary

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.1 290318 B18.22 Database right of TRICS Consortium Limited, 2018. All rights reserved Wednesday 04/07/18 Page 13 Markides Associates Ltd York Road London Licence No: 860401

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.1 290318 B18.22 Database right of TRICS Consortium Limited, 2018. All rights reserved Wednesday 04/07/18 Page 14 Markides Associates Ltd York Road London Licence No: 860401