- 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 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: Indicative Village Centre Layout Pa
- Page 53 and 54: Walking and Cycling Information Fig
- Page 55 and 56: © Crown copyright. All rights rese
- Page 58 and 59: Appendix D Park & Ride Proposed Lay
- Page 62 and 63: Appendix E Proposed Bus Network Pro
- Page 66 and 67: Appendix F Traffic Data Job No Repo
- Page 68 and 69: Old Greenock Road Ferry Road Kingst
- Page 70 and 71: Old Greenock Road Ferry Road Kingst
- Page 72 and 73: In 94 Out 98 Old Greenock Road Ferr
- Page 74 and 75: Old Greenock Road Ferry Road Kingst
- Page 76 and 77: 1645-1745) Old Greenock Road Ferry
- Page 78 and 79: Traffic Growth Comparison Each Site
- Page 80 and 81: Appendix G 2008 Transport Assessmen
- Page 82 and 83: 4 Development Travel Characteristic
- Page 84 and 85: Leisure 4.19 Trip purpose data pres
- Page 86 and 87: Table 4.5 Employment Trip Compositi
- Page 88 and 89: Community 4.43 It is proposed that
- Page 90 and 91: Table 4.11 Peak Hour Trip Discounts
- Page 92 and 93: Methodology for Residential Develop
- Page 94 and 95: 4.71 The resulting trip distributio
- Page 96 and 97: Table 4.22 Proposed Employment Deve
- Page 98 and 99: Table 4.26 Combined Residential and
- Page 100:
Table 4.29 AM and PM Peak Traffic A
- Page 103 and 104:
Proposed Road Infrastructure Improv
- Page 107 and 108:
Appendix I TRICS and TRIP Generatio
- Page 109 and 110:
TRICS 2012(b)v6.10.2 171012 B15.27
- Page 111 and 112:
TRICS 2012(b)v6.10.2 171012 B15.27
- Page 113 and 114:
TRICS 2012(b)v6.10.2 171012 B15.27
- Page 115 and 116:
TRICS 2012(b)v6.10.2 171012 B15.27
- Page 117 and 118:
Bishopton Retail Transport Assessme
- Page 119 and 120:
Appendix J Junction Analysis Output
- Page 121 and 122:
TRL LIMITED (C) COPYRIGHT 2006 CAPA
- Page 123 and 124:
.GEOMETRIC DATA -------------- ----
- Page 125 and 126:
-----------------------------------
- Page 127 and 128:
I I I ( 10.0)I ( 10.0)I ( 0.0)I ( 1
- Page 129 and 130:
I AB-D ( 3.19) 7.62 0.419 0.50 0.70
- Page 131 and 132:
I A-B 0.51 I I A-C 7.17 I I A-D 3.7
- Page 133 and 134:
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW
- Page 135 and 136:
SEGMENT VEHICLES ENDING IN QUEUE 16
- Page 137 and 138:
-----------------------------------
- Page 139 and 140:
I ARM I FLOW STARTS I TOP OF PEAK I
- Page 141 and 142:
I CD-A ( 4.93) I I CD-B ( 0.21) 7.8
- Page 143 and 144:
I D-C 2.20 4.56 0.483 0.50 0.89 12.
- Page 145 and 146:
I A-D 3.07 I I AB-C ( 5.77) I I AB-
- Page 147 and 148:
17.15 0.1 17.30 0.0 . QUEUE FOR STR
- Page 149 and 150:
* INCLUSIVE DELAY INCLUDES DELAY SU
- Page 151 and 152:
ENUMERATOR : JOB NUMBER : SCT3526 S
- Page 153 and 154:
* Due to the presence of a flare, d
- Page 155 and 156:
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TI
- Page 157 and 158:
.----------------------------------
- Page 159 and 160:
I A-C 6.25 I I I .-----------------
- Page 161 and 162:
I Intercept For Slope For Opposing
- Page 163 and 164:
I I I I I I -----------------------
- Page 165 and 166:
I B-A 2.53 2.81 0.902 0.93 4.20 45.
- Page 167 and 168:
I (RFC) (PEDS/MIN) (VEHS) (VEHS) TI
- Page 169 and 170:
* INCLUSIVE DELAY INCLUDES DELAY SU
- Page 171 and 172:
Output Summary Network Results Item
- Page 173 and 174:
Output Summary Network Results Item
- Page 175 and 176:
Output Summary Network Results Item
- Page 177 and 178:
Output Summary Phase Diagram A Phas
- Page 179 and 180:
Output Summary Traffic Flows, Actua
- Page 181 and 182:
Basic Results Summary Network Resul
- Page 183 and 184:
Basic Results Summary Network Resul
- Page 185 and 186:
Basic Results Summary Network Resul
- Page 187 and 188:
Basic Results Summary Phase Diagram
- Page 189 and 190:
Basic Results Summary Scenario 3: '
- Page 191 and 192:
Basic Results Summary Network Resul
- Page 193 and 194:
Basic Results Summary Phase Intergr
- Page 195 and 196:
LOCATION: DATE: 14/11/12 CLIENT: EN
- Page 197 and 198:
DEMAND SET TITLE: PM Peak .--------
- Page 199 and 200:
I (VEH/MIN) (VEH/MIN) CAPACITY FLOW
- Page 201 and 202:
I ARM B 5.78 11.12 0.520 - - - 2.1
- Page 203:
* THESE WILL ONLY BE SIGNIFICANTLY
- Page 206 and 207:
Renfrewshire Council Consultation 1
- Page 208 and 209:
Meeting at Renfrewshire Council Job
- Page 210 and 211:
Steven Livingstone From: john.evere
- Page 212 and 213:
Steven Livingstone From: john.evere