Traffic Assessment - Renfrewshire Council

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Figure 2.1 A8 Greenock Road Junctions 2.30 The vehicular access strategy for the consented Masterplan consists of creating 2 new roundabouts (and access roads) onto the A8 Greenock Road, to the north and south of the existing Bishopton Village. At the time of printing this report, the construction of the north roundabout is nearing completion while site clearance works have started at the southern roundabout. 2.31 The third point of access will be via Station Road, via Greenock Road, where vehicle access will be restricted only to the community facilities immediately south of the railway line and to the station’s east car-park for park and ride. Renfrewshire Council stated at a meeting on 31 October they consider the visibility from Station Road to Greenock Road is substandard. JMP would advise that, having undertaken a site visit, we would agree that visibility is restricted, particularly to the left. 2.32 Station Road, as its name suggests, provides access to the rail station and to part of the proposed development site. The existing road has frontage development along its length including a shop. There are parked cars along most of the length of the road associated with the frontage development. Some of the parking is likely to be associated with park and ride for the rail station when the formal off-street parking facilities are full. There is a rail over-bridge on the access to the development site which has a restricted height and width of 3.2 metres and 4.5 metres respectively. There is currently no formal pedestrian footway under the bridge at present. Local Road Infrastructure Improvements 2.33 A number of improvements have been proposed in order to accommodate traffic generated by the proposed development and to mitigate the impact on the local road network. Job No Report No Issue no Report Name Page SCT3526 1 1 Dargavel Village Proposed Village Core Development 9
Greenock Road / Kingston Road 2.34 The 2008 Transport Assessment confirmed that junctions 1, 3 and 4 above would operate with no significant problems during the weekday AM and PM peak periods. It also confirmed that Greenock Road / Kingston Road would experience considerable queues during the AM peak and require to be upgraded to traffic signal control. It is understood the traffic signals will be installed and operational from early 2013. Station Road – Railway Bridge Underpass 2.35 While the 2008 analysis indicated that Greenock Road / Station Road junction will operate within capacity during the weekday AM and PM peak periods, it was subsequently agreed through the Section 75 Agreement that the road under the railway bridge to the west of the railway line would be brought under traffic signal control. 2.36 The traffic signals are to firstly, accommodate the additional traffic movements for the park and ride and the community facilities and secondly, to provide a controlled pedestrian stage through the underpass. Page Job No Report No Issue no Report Name 10 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: Table 2.3 Dargavel Masterplan - Bus
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 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
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Traffic Data Figure F1 - Weekday PM
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Old Greenock Road Ferry Road Kingst
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In 94 Out 98 Old Greenock Road Ferr
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Old Greenock Road Ferry Road Kingst
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Output Area Population Distribution
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Old Greenock Road Ferry Road Kinsto
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Weekday Arrivals Departures Totals
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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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