Traffic Assessment - Renfrewshire Council

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5 Sustainable Transport Infrastructure to Support the Village Centre 5.1 A number of transport interventions have been identified to support the consented Masterplan and it will be fundamental for the proposed Village Centre to ensure it not only helps to realise these proposals, but acts as a catalyst for ensuring Dargavel integrates with the existing Bishopton Village. 5.2 The following section details the supporting measures that will be available to support access to the proposed village centre by sustainable modes of transport. Walking and Cycling Dargavel Village Centre 5.3 In accordance with available best practice including Designing Streets, the village centre will seek to reduce the dominance of vehicular traffic where possible. Pedestrians and cyclists will be catered for by providing a comprehensive network of footways, cycle paths and shared roads. The aim will be to provide an attractive and safe walking / cycling environment between the various elements of the village centre with strong links to Dargavel and Bishopton. 5.4 Street lighting and security cameras will be provided throughout the village centre with the fundamental goal being to improve the safety of pedestrians and cyclists. Cycle parking will be provided throughout the village centre and where possible, covered and sheltered. The final number of cycle parking spaces and type will require to be agreed with <strong>Renfrewshire</strong> <strong>Council</strong>. 5.5 Rossland Crescent will provide a key walking and cycling route between the village centre, Dargavel and Bishopton Village. It should be designed to ensure pedestrians and cyclists have a sense of priority and this can be achieved through traffic calming, landscaping, street furniture segregated lanes and high quality materials. 5.6 In terms of links to Dargavel itself, these will be finalised at a later date when the planning applications for each element are submitted. However, strong pedestrian and cycle links will be essential to ensure a sustainable development is provided and in accordance with Designing Streets. Links to Bishopton Village 5.7 In addition to Rossland Crescent, the main pedestrian and cycle link to / from Bishopton will be the underpass at the Station Road railway bridge. Proposals to upgrade this to traffic signal control will also incorporate a dedicated pedestrian stage through the underpass. This proposal will also provide a new footway connection along the south east boundary of Station Road (to the east of the railway line). Figure 5.1 below demonstrates the existing underpass, while Figure 5.2 provides an indication of how this new facility may look based on a similar system previously proposed by JMP. JMP drawing SCT3526/I/UP/001 in Appendix H demonstrates the indicative layout. Job No Report No Issue no Report Name Page SCT3526 1 1 Dargavel Village Proposed Village Core Development 27
Figure 5.1 Station Road Underpass Figure 5.2 Example of Signal Controlled Underpass Photograph: Crofthead Road, Kilmaurs Page Job No Report No Issue no Report Name 28 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: • Junction format and is there a
Page 35 and 36: Table 5.1 Dargavel Masterplan - Bus
Page 37 and 38: 6 Car Parking Strategy Management 6
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
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4.10 It has been assumed that all p
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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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