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T. P D M V 24 Compound curve for dimensions see Layout- 1 Give Way sign Compound curve — Give Way sign Give Way sign Compound curve Give Way sign — Compound curve for dimensions see Layout 1 STANDARD LAYOUT long commercial vehicles require the full width of the minor road when turning from the major road and encroach into the opposing traffic lane of the major road when turning from the minor road 30 PROVIDED WHERE LONG VEHICLES ARE PREDICTED Long commercial vehicles require the full width of the minor road when turning from the major road NOTES 1 Diagrams depict typical layouts utilising various combinations of geometric elements. However not all 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 URBAN SIMPLE CROSSROADS DIAGRAM 4.3.16.6 SCALE CH3 0 5 10 metres
T P D M V.24 Give Way sign Give Way sign Keep Left sign 15 metre wide kerbed island with 0.7$ metre corner radii Keep Left si< PROVIDED WHERE LONG VEHICLES ARE PREDICTED No encroachment into opposing traffic lanes for aU vehicle movements STANDARD LAYOUT Long commericat vehicles encroach into the opposing traffic lane when turning into the major road and the minor road 1 Diagrams depict typical layouts utilising various combinations of geometric elements. However not all 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 4.3.16.7 RURAL SIMPLE CROSSROADS SCALE. crn 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
Page 170 and 171: Revised in December 2001 TRANSPORT
Page 172 and 173: T.P.D.M.V.2.4 4.5.13 Roundabout Exi
Page 174 and 175: T.P.D.M.V.2.4 4.6.9.5 Diverging Lan
Page 176 and 177: 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 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 228: T P D M V 24 125 taper •UphiU gra
Page 232 and 233: T.P.D.M*V*2.4 Signal Controlled Jun
Page 234 and 235: 4.5.2 Normal Roundabouts 4.5.2.1 No
Page 236 and 237: NORMAL ROUNDABOUT T.P.O.M.V. 2.4. T
Page 238 and 239: T.P.O.M.V. 2.4. CONTIGUOUS DOUBLE R
Page 240 and 241: T.P.D.M.V.2.4. TWO BRIDGE ROUNDABOU
Page 242 and 243: TP.D.M.V 2.4. STRAIGHT SECTION PROV
Page 244 and 245: T.P.D«M.V*2.4 4*5.8 Pedestrian t C
Page 246 and 247: T.P.D.M.7.2JI 4*5.9*** The predicti
Page 248 and 249: T.P.D.M.V.2.4 4.5.11 Visibility 4.5
Page 250 and 251: DESIRABLE/MINIMUM VISIBILITY DISTAN
Page 252 and 253: T.P.O.M.V. 2 .4. HALF LANE WIDTH DI
Page 254 and 255: T.RD.M.V.2.4. MINIMUM AREA OVER WHI
Page 256 and 257: T.P.D.M.V.2.4 in the entry as shown
Page 258 and 259: .P.O.M.V.2>. ENTRY DEFLECTION ACHIE
Page 260 and 261: T.P.D.M.V.2.4 4.5*13 Roundabout Exi
Page 262 and 263: T.P.D.M.V.2.4 4*5.15 Inscribed Circ
Page 264 and 265: T.P.D.M.V.2.4 4.5.16 Segregated Lef
Page 266 and 267: Note:- This is not a recommendation
Page 268 and 269: T.P.D.M.V.2.4 4.5.17 Superelevation
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(b) DIVIDING CIRCULATORY CARRIAGEWA
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T.P.DJM.V.2.4 4.5.18 Signing and Li
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T.P.B.M.7.2.4 4.6 Grade Separated J
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T.P.D.M.7.2.4 4.6.2.7 The Partial C
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4*6*3 Siting of Grade Separated Jun
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4,6.5 General Layout Requirements 4
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T.P.D.M.V.2.4 ^6* 7 Slip Roads 4.6.
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T.P.D.M.V.2.4 4*6.7.12 The width of
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T.P.O.M.V.2.4. FIG. A 100 EDGE LINE
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T.P.D.M.V.2.4 4.6.8.7 The method of
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T.P.D.M.V.2.4 downstream. The layou
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DIRECT ENTRY MERGING UN£ (TYPES 2
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T.P.D.H.V. 2.4 TO SUIT SITE ADDITIO
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T*P*D.M.V.2.4 4.6.9*7 The design fl
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I.P.O.M.V.2.
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T,P*D.M*V.2*4 4.6.10 Weaving Sectio
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44-
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T.P.D.M.V.2.4 APPENDIX 1 ! Calculat
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T.P.D.M.V.2.4 If right and left tur
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T.P.D.M.V.2.4 4» Applying the stre
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T.P.D.M.V.2.4 The toui parts of dmw
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T.P.D.M.V.2.4 APPENDIX 2 Calculatio
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T.P.D.M.V.2.4 D=the inscribed circl
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T.P.D.M.V.2.H (v) The vehicle proce
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T.P.D.M.V.2.4 4. Using these design
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T.P.D.M.V.2.4 APPENDIX 3 Examples o
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T*P*D*M.V.2.4 The average gradient
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Revised in March 2002 TRANSPORT PLA
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T.P.D.M. V.2.5 5.1 References 1. Ch
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T.P.D.M. V.2.5 (Al/2002) 5.3 Petrol
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T.P.D.M. V.2.5 (Al/2002) 53.2 Layou
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T.P.D.M. V.2.5 5.4 Additional Speed
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T.P.D.M. V.2.5 (Al/2002) 5.43 Road
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T.P.D.M. V.2.5 (Al/2002) (vii) With
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1 R D. M, V. 2.5 Edge of Carriagewa
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T.P.D.M. V.2.5 (Al/2002) 5.4.4 Tran
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T.P.D.M. V.2.5 (Al/2002) 5.4.5.8 Us
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T.P.D.M. V.2.5 5.4.6.11 As with rum
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T.P.D.M. V.2.5 (Al/2002) 5.5.2 Gene
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T.P.D.M. V.2.5 (Al/2002) 5.6.2 Aspe
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T.P.D.M. V.2.5 (Al/2002) 5.6.2.12 W
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T.P.D.M. V.2.5 (Al/2002) 5.6.3.3 Tr
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Revised in March 2002 TRANSPORT PLA
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T.P.DJVLV.2.6 (Al/2002) Diagrams 6.
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T.RD.M.V.2.6 (Al/2002) 6.2 Introduc
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T.RD.M.V.2.6 (Al/2002) 63 Expresswa
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T.RD.M.V.2.6 (Al/2002) 63.2 Horizon
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NOTES 1. FOR DETAILS OF ROAD STUDS
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1. FOR DETAILS OF ROAD STUDS AND MA
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T.P.D.M.V.2.6 (A1/2002) CENTRAL RES
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T.P.D.M.V.2.6 (A1/2002) •FACE OF
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10&Q BOUMQA8Y FENCE 1 38UNQARY FENC
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T.RD.M.V.2.6 (Al/2002) v) earth mou
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T.RD.M.V.2.6 (Al/2002) 6.3,4 Draina
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T.RD.M. V.2.6 (Al/2002) 63.6 Juncti
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T.P.D.M.V.2.6 (A172002) DIRECT ENTR
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MIN. LANE WIDTH 3.7m ISLAND WIDTH 2
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T.P.D.M.V.2.6 (A172002) 70 NOSE DIR
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T.P.D.M.V.2.6 (A1/2002) 130 70 NOSE
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T.RD.M.V.2.6 6.4 Permanent Signs an
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T.P.D.M.V.2.6 (Al/2002) i l FOR 2 L
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T.RD.M.V.2.6 (Al/2002) 6.4.1.10 Det
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T.PD.M.V.2.6 (Al/2002) 6.4.2 Direct
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T.P.D.M.V.2.6 (Al/2002) (a) Layout
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T.P.D.M.V.2.6 (Al/2002) 6.43 Chaina
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TJP.D.M.V.2.6 (Al/2002) 6.4.4.7 In
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T.P.D.MV.2.6 (Al/2002) 6.6 Maintena
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T.P.D.M.V.2.6 (A1/2002) BEARS MINOR
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T.P.D.M.V.2.6 (Al/2002) 6.7.2.9 Whe
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T.P.D.M. V.2.6 (Al/2002) 6,8.2 Acti
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