Traffic Assessment - Renfrewshire Council

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Public Transport • In addition to the 300 space park and ride, a considerable level of enhancement to local buses has been identified to serve the consented Dargavel Masterplan, in particular, the creation of a high quality interchange at the existing park and ride. • With the exception of a route adjustment for better penetration into Dargavel, each of the enhanced bus services should be operational by the anticipated 2020 opening year of the foodstore, which is the main element of the current planning application, ensuring the village centre will be well served by local public transport. Car Parking • A car parking strategy will require to be developed to the serve the needs of the village centre. While this may be somewhat dependent on the end users, based on Scottish Planning Policy, local guidelines and the need to provide a sustainable village centre, JMP would recommend between 250 and 320 parking spaces. A further 27 disabled parking spaces are also required, Travel Plan • The development could be supported by the Dargavel Village Travel Plan. The Plan would seek to provide a greater level of knowledge and understanding of the various modes of transport available, with the principle aim being to reduce the number of private car based trips. Local Road Network • A robust traffic impact analysis has been undertaken that considers 100% of the new development vehicle trips will access the village centre via Station Road. • In addition to the traffic already consented for the Masterplan, the detailed analysis indicates that the majority of the local road network will be able to accommodate the additional volume of traffic that will be generated by a 6,000m 2 foodstore. • The analysis indicates that the impact to the A8 Greenock Road / Station Road priority controlled junction will require to be mitigated. As a result of local constraints, JMP would consider the most appropriate format would be a mini-roundabout. • The ARCADY results suggest a mini-roundabout would operate with no significant problems during the peak periods with 100% development traffic via Station Road. • Upgrading Greenock Road / Station Road to a mini-roundabout will also provide a betterment to road safety for existing and future road users. Job No Report No Issue no Report Name Page SCT3526 1 1 Dargavel Village Proposed Village Core Development 37
Rossland Crescent Access • A further analysis has been undertaken based on the principle of providing vehicle access to the village centre through Rossland Crescent. The Linsig analysis clearly demonstrates the signal controlled junction with Ferry Road / Greenock Road will operate well within capacity. • The Transport Assessment recognises further consultation with Renfrewshire Council is required regarding the feasibility of promoting a vehicular link from Rossland Crescent. JMP would consider the aim of these discussions should be to agree a road layout that adopts the principles of Designing Streets, discourages excessive volumes of traffic and provides a key walking and cycling link to the village centre. 7.4 In summary, the Transport Assessment concludes that the proposed village centre development will be well served by sustainable transport and can be integrated with the existing Bishopton Village. The Transport Assessment also concludes that the residual increase in traffic generated by a 6,000m 2 foodstore can be accommodated by the majority of the existing local road network and, if required, can be mitigated at the A8 Greenock Road / Station Road junction. Page Job No Report No Issue no Report Name 38 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 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: 7 Conclusions 7.1 JMP Consultants L
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
Page 87 and 88: Employment 4.38 As with the residen
Page 89 and 90: Secondary Education 4.52 The second
Page 91 and 92: 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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