Traffic Assessment - Renfrewshire Council

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Figure 5.3 Station Road / Gledstane Road 5.14 The current layout of Station Road in terms of road width, on-street parking, junction arrangement (Gledstane Road / Poplar Avenue) already lends itself to some of the principles of Designing Streets. It is therefore recommended that it is designed with the aim being to reduce the dominance of the private car is explored by considering the character of the ‘street’ through use of landscaping and high quality materials to create an attractive environment for pedestrians and cyclists. Travel Plan 5.15 A PPP for the consented Dargavel Village Masterplan required the preparation of a Travel Plan. Adopting the principles of the Plan, will be fundamental to achieving a sustainable development Job No Report No Issue no Report Name Page SCT3526 1 1 Dargavel Village Proposed Village Core Development 31
6 Car Parking Strategy Management 6.1 In addition to the 300 parking spaces that will be brought forward with the park and ride, the remaining uses of the village centre planning application will also require to provide an element of car parking. 6.2 Parking provision can have a significant impact on the choice of travel modes and it while it will be important to provide a suitable level of parking to serve the needs of the village centre, it will also be fundamental to ensure there is not an over provision. This would go against the principles of a sustainable development and negate the benefits that are intended to be provided by the enhanced bus services. 6.3 There is an opportunity to provide a single car parking facility that would serve the whole of the village centre, essentially operating as a town centre car park. The location of this car park would have to be accessible to the village centre and based on the indicative layout, we would anticipate a single car park could be provided that would be no more than a 5 minute walk from each part of the village centre. 6.4 While it is recognised the park and ride is clearly intended to provide long stay parking, a village centre car park could be managed as a short stay facility for a maximum duration of stay of up to 3 hours. This will help to ensure parking is retained for use by visitors to the village centre and not taken up by staff or any overspill from the park and ride. 6.5 While it is acknowledged the feasibility of providing a shared parking facility may be dependent on the final operator of the foodstore, it is recommended this is considered as it will better help to achieve the sustainable aspirations of the consented Masterplan. Parking Provision 6.6 Regardless of whether parking for the village centre is provided as a single car park or individual units, the total number of spaces will be key to achieving a sustainable development. An over provision of spaces will make car use more attractive, while an under provision could deter visitors. 6.7 SPP and Strathclyde Roads Development Guidelines (1986) provide national and local guidelines respectively for calculating the parking requirements for proposed developments. These are indicated by Table 6.1 below. It should be noted that while residential parking should be provided in accordance with local guidelines and are subject to the number of bedrooms for each unit. It is anticipated residential parking will be separate to village centre parking and have not be included in this calculation. Page Job No Report No Issue no Report Name 32 SCT3526 1 1 Dargavel Village Proposed Village Core Development
Page 1 and 2: Dargavel Village Proposed Village C
Page 3 and 4: Dargavel Village Proposed Village C
Page 5 and 6: Travel Plan........................
Page 7 and 8: 1.3 The vehicular access strategy f
Page 9 and 10: 2 Existing and Committed Transport
Page 11 and 12: Public Transport 2.12 Conditions 13
Page 13 and 14: Table 2.3 Dargavel Masterplan - Bus
Page 15 and 16: Greenock Road / Kingston Road 2.34
Page 17 and 18: 3.7 Furthermore, with the increase
Page 19 and 20: Table 3.4 Internal & External Peopl
Page 21 and 22: 3.31 Following the preparation of a
Page 23 and 24: 4.7 As the consented infrastructure
Page 25 and 26: 4.17 With regard to the signalised
Page 27 and 28: Table 4.5 A8 Greenock Road / Statio
Page 29 and 30: 4.42 For the purposes of this exerc
Page 31 and 32: • Junction format and is there a
Page 33 and 34: Figure 5.1 Station Road Underpass F
Page 35: Table 5.1 Dargavel Masterplan - Bus
Page 39 and 40: Table 6.2 Town Centre Shared Trips
Page 41 and 42: 7 Conclusions 7.1 JMP Consultants L
Page 43 and 44: Rossland Crescent Access • A furt
Page 45: Consented Masterplan Page Job No Re
Page 49 and 50: Indicative Village Centre Layout Pa
Page 52 and 53: Appendix C Walking and Cycling Info
Page 54 and 55: © Crown copyright. All rights rese
Page 56: Key NCN 75 NCN 7 Existing National
Page 59: Park and Ride Indicative JMP 2011 P
Page 63: Proposed Bus Network Proposals JMP
Page 67 and 68: Traffic Data Figure F1 - Weekday PM
Page 69 and 70: Old Greenock Road Ferry Road Kingst
Page 71 and 72: In 94 Out 98 Old Greenock Road Ferr
Page 73 and 74: Old Greenock Road Ferry Road Kingst
Page 75 and 76: Output Area Population Distribution
Page 77 and 78: Old Greenock Road Ferry Road Kinsto
Page 79 and 80: Weekday Arrivals Departures Totals
Page 81 and 82: 2008 Transport Assessment Chapter 4
Page 83 and 84: 4.10 It has been assumed that all p
Page 85 and 86: 4.26 It should be noted that althou
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Employment 4.38 As with the residen
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Secondary Education 4.52 The second
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Table 4.13 Peak Hour Residential an
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Table 4.16 Proposed Residential Dev
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Methodology for Employment Developm
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Table 4.24 Employment Development -
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Conclusion 4.80 The residual car tr
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Appendix H Proposed Road Infrastruc
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Rev. Client Project Title Date Draw
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TRICS and Trip Generation Calculati
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TRICS 2012(b)v6.10.2 171012 B15.27
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TRICS 2012(b)v6.10.2 171012 B15.27
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TRICS 2012(b)v6.10.2 171012 B15.27
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Bishopton Retail Trip Generation Ca
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Bishopton Retail Transport Assessme
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Junction Analysis Output Files 1 -
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ENUMERATOR : JOB NUMBER : SCT3526 S
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TIME PERIOD BEGINS 16.00 AND ENDS 1
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I D-C 1.51 5.79 0.260 0.00 0.34 4.9
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I A-D 3.78 I I AB-C ( 7.23) I I AB-
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I 17.00-17.15 I I B-ACD 0.40 6.18 0
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------------------------- TIME NO.
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I C-A I 503.8 I 335.8 I I I I I I C
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. QUEUE AND DELAY INFORMATION FOR E
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I C-A 5.36 I I C-B 0.12 I I CD-A (
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I AB-D ( 3.89) 7.31 0.532 1.09 1.11
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I A-B 0.30 I I A-C 4.79 I I A-D 2.5
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. QUEUE FOR STREAM CD-B -----------
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TRL LIMITED (C) COPYRIGHT 2006 CAPA
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I MAJOR ROAD RIGHT TURN - WIDTH I (
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I ARM C I 15.00 I 45.00 I 75.00 I 6
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I C-A 1.49 I I A-B 1.02 I I A-C 7.4
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I B-C 4.84 6.15 0.787 24.60 8.50 24
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. 16.30 1.8 ** 16.45 4.5 **** 17.00
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TIME PERIOD BEGINS 16.00 AND ENDS 1
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I TIME DEMAND CAPACITY DEMAND/ PEDE
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I I .------------------------------
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ENDING IN QUEUE 16.15 0.6 * 16.30 0
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Output Summary Output Summary User
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Output Summary Scenario 2: 'Scenari
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Output Summary Scenario 3: 'Scenari
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Output Summary Lane Input Data Junc
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Output Summary Stage Diagram 1 Min
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Basic Results Summary Basic Results
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Basic Results Summary Scenario 2: '
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Basic Results Summary Scenario 3: '
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Basic Results Summary Lane Input Da
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Basic Results Summary Stage Sequenc
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Basic Results Summary Basic Results
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Basic Results Summary Lane Input Da
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___________________ A R C A D Y 6 _
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E = entry width Vm = minimum approa
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I 16.00-16.15 I I ARM A 7.10 15.65
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.QUEUE AT ARM C -------------- TIME
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Appendix K Renfrewshire Council Con
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Meeting Minutes Date 1 November 201
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Meeting at Renfrewshire Council Job
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This e-mail, and any files transmit
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[D] 0141 226 6926 [T] 0141 221 4030
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Traffic Assessment - Renfrewshire Council

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