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T P D M V 24 125 taper •UphiU gradient 10 NOTES 1 Diagrams depict typical layouts utilising various combinations of geometric elements However not ail combinations have been exhausted and elements may be extracted from compatible diagrams to form a new composite layout 2 Layouts have been designed to cater for a 16m articulated vehicle unless otherwise stated Design based on a less onerous design vehicle may be justified and geometric elements reduced accordingly 3 Depending on pedestrian volumes, layouts may need amendment to accomodate at grade pedestrian crossings DIAGRAM 4.3.16.13 CLIMBING LANE THROUGH DRAWN FOR 85A Km/h T JUNCTION DESIGN SPEED SCALE CEH 0 5 10 metres
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§ • abc (*H#28572048 SHU ' 1999/
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Transport Planning & Design Manual
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T.P.D.M.V.2.1 - ' »1 PURPOSE 1 -1
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VOLUME1jTUNNELS Chapters 1. Introdu
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T.P.D.M.V.2.2 (Al/2001) Section Con
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T.P.D.M.V.2.2 (Al/2001) 2.1 Referen
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T.P.D.M.V.2.2 (Al/2001) Table 2.2.1
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T.P.D.M.V.2.2 (Al/2001) Table 2.2.1
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T.P.D.M.V.2.2 (Al/2001) Distance be
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T.P.D.M.V.2.2 (Al/2001) Table 2.2.2
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T P.D.M.V.2.2 (Al/2001) Table 2.2.2
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T.P.D.M.V.2.2 (Al/2001) Table 2.2.2
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MINIMUM KERB TO KERB CLEARANCE MINI
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MINIMUM KERB CLEARANCE TO KERB MINI
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MINIMUM WALL TO WALL CLEARANCE MINI
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T.P.D.M.V.2.2 BUS DAIMLER FL££TUN
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T P n Twf V 7 T.P.D.M.V.2.2 (Al/20
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T.P.D.M.V.2.2 T.P.D.M.V.2.2 (Al/200
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T.P.D.M.V.2.2 (Al/2001) 2.4 Design
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T.P.D.M.V.2.2 (A 1/2001) 2.4.2 Esti
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T.P.D.M.V.2.2 2.4.3 Peak Hourly Flo
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Revised in December 2001 TRANSPORT
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T.P.D.M.V.2.3 (Al/2001) 3.7 Pedestr
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T.P.D.M.V.2.3 (Al/2001) Diagrams 3.
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T.PD.M.V.2.3 (Al/2001) 22. Providin
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T.PD.M.V.2.3 (Al/2001) 33 Road Alig
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T.P.D.M.V.2.3 (Al/2001) 33.2 Design
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T.P.D.M.V.2.3 (Al/2001) For Radii b
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T.P.D.M.V.2.3 (Al/2001) Table 3.3.4
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T.P.D.M.V.2.3 (Al/2001) (b) For 80
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T.PJD.M.V.2.3 (Al/2001) 3.3.7 Verti
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T.P.D.M.V.2.3 (Al/2001) 33.8 Climbi
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tft D.M,V. 2.J 10Q1 'Read Arrows'tr
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T,R0,H*V. 23 mOoubit contiimqys whi
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T.P.D.M.V.2.3 0 10,000 20,000 3WJQO
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T.P.D.M.V.23 (Al/2001) 3.4. The Roa
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T.P.D.M.V.2.3 (Al/2001) 3.4.2.7 The
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T.P.D.M.V.2.3 (Al/2001) 3.4.4 Widen
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TYPE A TYPE FOR LIGHT AND MEDIUM GO
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T.P.D.M.V.2.3 (Al/2001) 3.4.7 Centr
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T.PD.M.V.2.3 (Al/2001) 3.4.7.13 Isl
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T.P.D.M.V.2.3 (Al/2001) 3.4.9 Verge
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T.P.D.M.V.2.3 (Al/2001) (vi) there
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T.P.D.M.V.2.3 (Al/2001) 3.4.11 Foot
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T.P.D.M.V.2.3 (Al/2001) (vi) Advice
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T.P.D.M.V.2.3 (A1/2001) 7SO OR 1Q O
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T.RD.M.V. rwwi¥f«%i ** SE6 SEOTtQ
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T.RD.M.V, 2,3 (A1/2001) oaa, VIR6E
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T.P.D.M.V.2.3 3.5 Highway Clearance
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T.PD.M.V.2.3 (Al/2001) 3.5.2 Horizo
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T.PD.M.V.2.3 (Al/2001) 3.6.2 Locati
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T.RD.M.V.2.3 LOT BOUNDARY PRIVATE E
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T.P.D.M.V.2.3 t N X X X «. I B VIS
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T.P.D.M.V.2.3 (Al/2001) (c) (d) Nee
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T.P.D.M.V.2.3 (Al/2001) 3.7.2 At-Gr
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T.PD.M.V.2.3 (Al/2001) 3.7.3 Zebra
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T.P.D.M.V.2.3 GJVE WAY UNE o 4U «4
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T.P.D.M.V.2.3 (Al/2001) 3.7.3.11 De
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T.P.D.M.V.2.3 (Al/2001) 3.7.4.10 Th
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T.P.D.M.V.2.3 (Al/2001) 3.7.6 Uncon
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T.PD.M.V.2.3 (Al/2001) 3.7.7.7 Tabl
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T.P.D.M.V.2.3 Maitfri Cyefe Trade T
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T.P.D.M.V.2.3 (Al/2001) Table 3.7.7
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T.P.D.M.V.2.3 (Al/2001) 3.7.8 Escal
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T.P.D.M.V.2.3 (Al/2001) 3.8.2 Provi
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T.P.D.M. V.2.3 (Al/2001) 3.8.3.9 No
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T.P.D.M. V.2.3 (Al/2001) 3.9 Railin
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T.P.D.M. V.2.3 (Al/2001) 3.9.2.9 Ra
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T.P.D.M. V.2.3 (Al/2001) 3.9.3 Barr
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T.PD.M. V.2.3 (Al/2001) 3.9.3.8 The
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T.P.D.M. V.2.3 (Al/2001) 3.9.3.26 A
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T.P.D.M. V.2.3 (Al/2001) 3.9.3.36 T
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T.PD.M. V.2.3 (Al/2001) 3.9.4.9 Sin
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T.P.D.M. V.2.3 (Al/2001) 3.10.2 Roa
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T.P.D.M. V.2.3 (Al/2001) TUNNEL iim
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T.P.D.M. V.2.3 (Al/2001) 3.11 Singl
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T.P.D.M. V.2.3 (Al/2001) 3.11.4 Hor
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T.P.D.M. V.2.3 (Al/2001) 3.11.7 Min
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T.P.D.M. V.2.3 (Al/2001) 3.1 L9 Pas
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Revised in December 2001 TRANSPORT
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T.P.D.M.V.2.4 4.5.13 Roundabout Exi
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T.P.D.M.V.2.4 4.6.9.5 Diverging Lan
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T.P.D.M.V.2.4 4.2 Junction Design -
Page 178 and 179: T.P.D.M.V.2.4 (Al/2001) Mrnor Road
Page 180 and 181: T.P.D.M.V.2.4 4.2.5 Delay 4.2.5.1 O
Page 182 and 183: T.P.D.M.V.2.4 4.2.7 Economic Consid
Page 184 and 185: T.P.D.M.V.2.4 (Al/2001) 4.2.9 Choic
Page 186 and 187: T.P.D.M.V.2.4 (Al/2001) 4,2.10 Spac
Page 188 and 189: T.P.D.M.V.2.4 4.3.2 Types of Priori
Page 190 and 191: 4*3*3 Siting of Priority Junctions
Page 192 and 193: 4.3.5 Pedestrian Facilities at Prio
Page 194 and 195: T.P.DJM.V.2.4 4,3.6*6 The predictiv
Page 196 and 197: T.P.D.M*V.2.4 4.3.8 Visibility Spla
Page 198 and 199: A1/88 FOR VEHICLE WAITING TO TURN R
Page 200 and 201: T.P.O.M V.2.4. FRONT KERB FRONT KER
Page 202 and 203: T.P.D.M.V.2.4 4.3.9.4 For shadow is
Page 204 and 205: T.P.D.M.V.2.4 4*3»10 Left TurningL
Page 206 and 207: T.P.D.M.V.2.4 ^•3*12 Traffic Isla
Page 208 and 209: T.P.D.M.V.2.4 4.3.14 Corner Badil 4
Page 210 and 211: T.P.D.M.V.2.4 4,3*16 Recommended La
Page 212 and 213: T.P.D.M.V.2.4 Diagram No. 4.3.16.8
Page 214 and 215: T*P.D*M.V.2.4 (v) For left hand spl
Page 216 and 217: T. P.D M V 24 3.65 CE=E 3.65- 1s25t
Page 218 and 219: T. P.D.M V.2.4 Keep Leff sign Keep
Page 220 and 221: T. P D M V 24 Compound curve for di
Page 222 and 223: T. P. D.M V.2 4 ^ —-• — —"
Page 224 and 225: T. P.D.M.V 24 1:20 taper RIGHT/LEFT
Page 226 and 227: T. P.D.M.V.2.4 1*25 taper 1 Diagram
Page 230: T. P.D.M.V. 2.4 R-50 Edge of major
Page 233 and 234: T*P*D.M.V*2.4 4.5 Roundabouts 4-5.1
Page 235 and 236: T.P.D.M.V.2.4 4.5*3 Mini Roundabout
Page 237 and 238: T.P.D-M.V.2.4 4.5.4 Dpuble Roundabo
Page 239 and 240: T.P.D*M*V.2*4 4*5.5 Other Types of
Page 241 and 242: T.P.D.M.V.2.4 4.5.6 Siting of Round
Page 243 and 244: T.P.D.M.V.2.4 *J.5.7 Safety at Roun
Page 245 and 246: T.P.D.M.V.2.4 4.5.9 Capacity of Rou
Page 247 and 248: T.P.D.M.V.2.4 4.5.10 General Layout
Page 249 and 250: T.P.D.M.V.2.4 4.5.11.6 Where a pede
Page 251 and 252: T.P.O-M.V. 2.4. MINIMUM AREA OVER W
Page 253 and 254: T.P.O.M.V.2.4. MINIMUM AREA OVER WH
Page 255 and 256: T.P.D.M.V.2.4 4.5*12 Roundabout Ent
Page 257 and 258: TP.O.M.V 2.4. Note'cosy exits DIAGR
Page 259 and 260: l.P.Q.M.V. 2.4. NOT GREAIER THAN 75
Page 261 and 262: T.P«D.M,V.2,4 4.5.14 The Circulato
Page 263 and 264: T.P.O.M.V. 2.4. IN THESE CASES NO E
Page 265 and 266: TPO M.V 4 A SEGREGATED LEFT TURNING
Page 267 and 268: T.PO.M.V.2.4. NOTE: THIS IS NOT A R
Page 269 and 270: TP.O.M.V.2.4 (a) JOINING TRAFFIC DE
Page 271 and 272: T.P.O.M.V.2,4 CROWN LINE SUBSIDIARY
Page 273 and 274: 4.5.19 Landscaping 4.5*19*1 Apart f
Page 275 and 276: T.P.D.M.V«2*4 4.6.2 Types of Grade
Page 277 and 278: TP.O.M.V.2A. CLOVERLEAF PARTIAL CLO
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T.P.D.M.V.2.4 Capacity of Grade Sep
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4.6.6 Visibility 4.6.6*1 Visibility
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T.P.D.M.V.2.4 (A1/92) (i) Where the
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Recommended limiting gradients on s
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T.P.D.M.V.2.4 4.6.8 Merging Lanes 4
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T.P.D.M.V.2.4 Table 4.6.8.2 Type of
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T.P.O.M.V.2.4 DIRECT ENTRY MERGING
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I PO M V 2.4 DIRECT ENTRY MERGING L
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T.P.D.M.V.2.4 4.6.9 Diverging Lanes
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4.6.9.11 Types 2 + 5 (Diagram No. 4
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TP.O.M.V.2.4 DIVERGING LANE (TYPES
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T.P.D.M.V.2.4 of the two values is
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T.P.D.M.V.2.4 4.6.11 Signing " spee
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T.P.D.M.V.2.4 to the ri ht for £ v
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T.P.D.M.V.2.* Example of Use of Pri
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T.P.D.M.V.2.4. ARM C ( MAJOR! ARM A
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|.P.D'.M.V.2.4 14ite width I'oi itu
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The predictive equation applies to
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T.P.D.M.V.2.4 Fig. 5 shows the equi
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Example of Use of Roundabout Capaci
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T.P.D.MV, 24. 50m I FROM GIVE WAY L
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T.P.D.M.V.2. 1 ! J620 + 6*8 * 1080
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T.P.D.M.V.2.4 The average gradient
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T.P.D.M. V.2.5 (Al/2002) Sections C
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T.P.D.M. V.2.5 5.2 Introduction 5.2
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T.P.D.M. V.2.5 (Al/2002) v) The ser
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T.P.D.M. V.2.5 (Al/2002) 5.3.2.11 A
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T.P.D.M. V.2.5 (Al/2002) 5.4.2 Use
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T.P.D.M. V.2.5 (Al/2002) Direction
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T.P.D.M. V.2.5 (Al/2002) 5.4.3.10 I
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T. R 0 M. V. 2.5 HO HUHPS FOR 500 r
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T.P.D.M. V.2.5 (Al/2002) 5.4.5 Rumb
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T.P.D.M. V.2.5 5.4.6 Rumble Strips
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T.P.D.M. V.2.5 (Al/2002) 5.5 Public
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5.6 Landscaping 5.6.1 General T.P.D
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TJP.D.M. V.2.5 (Al/2002) 5.6.2.7 In
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T.P.D.M. V.2.5 (A 1/2002) 5.6.3 Gui
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5.7 Lighting and Drainage T.P.D.M.
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T.RD.M.V.2.6 (Al/2002) Contents Sec
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TJP.D.M.V.2.6 (Al/2002) 6.1 Referen
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T.P.D.M.V.2.6 (Al/2002) 6.2.1.10 Th
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T.RD.M.V.2.6 (Al/2002) 6.3.1.6 The
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T.P.D.M.V.2.6 (Al/2002) 63.3 Cross
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1. FOR DETAILS OF ROAD STUDS AND MA
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1. FOR DETAILS OF ROAD STUDS AND MA
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T.P.D.M.V.2. (A1/2002) PARAPET FORM
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T.P.D.M.V.2.6 HARD SHOULDER 3300 CA
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T.P.D.M.V.2.6 (A1/2002) mmwt (A) LO
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T.P.D.M.V.2.6 MARGNAL STRIP TO HARD
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T.RD.M.V.2.6 63.5 Boundary Fences 6
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T.RD.M. V.2.6 (Al/2002) 6.3.6.10 La
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T.P.D.M.V.2.6 (A172002) 130 SHADOW
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T.P.D.M.V.2.6 (A1/2002) NOSE TO SUI
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T.P.D.M.V.2.6 (A1/2002) 70 NOSE DIR
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T.RD.M.V.2.6 6.3.7 Access 6.3.7.1 A
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T.RD.M.V.2.6 1200 THIS S1SN INOOXB
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T.WXM.V. 2.6 (A1/2Q02) Proposed War
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T.P.D.M.V.2.6 (A172002) 5300 NEVCR
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T.P.D.M.V.2.6 (A1/2002) MINIMUM CLE
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T.RD.M.V.2.6 (Al/2002) Table 6.4.2.
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T.RD.M.V.2.6 (Al/2002) 6.4.4 Road M
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T.PD.M.V.2.6 (Al/2002) 6.5 Lane and
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T.RD.M.V.2.6 (Al/2002) 6.7 Service
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T.P.D.M.V.2.6 (Al/2002) 6.7.2 Facil
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T.P.D.M. V.2.6 (Al/2002) 6.8 Operat
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T.P.D.M. V.2.6 (Al/2002) 6.8.3 Emer
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