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T.P.D.M.V.2.3 (A1/2001 ) i - " A i. ' *\ • A \ i 1 1 t \ 1 < 1 1 I •;* I , -*f > .... • a " «. < ' .1 I . i«tse W CONCfi£TE J — w - M « •"* ^ . » £ - • • -^- ^i ;> - * •* » ' r * ! i - •!• - i • fr * * I : ».H - 4 . ' 4 ' a 77 / / if ••" 8 . ••! . S . 1 • • ' i±w.^ 1 fi> I • • i . .-. 1 >• = ' s 1 : ; :,.: (T j : *• % ~ i t * I •A* J * ..I 1 J. '«..•'. rin = , . . .^ JYf*lCAL DETAILS • TYPE- •' :.- * . • A OF TYPE : -', . - • '!• ., • • * • 7 r * 1 .2 RAJ ws -•—•—*•- £(J|j CRETE « 2 RAILINGS AT JliNCTIOtlS • A * Oh r i . ti! [ * i rVr t A *:•* :••-. ' • • '- . . TYPE 2 RAILINGS NOtEl ALL DIICNSfONS ARE IN MflL IMETRES. DIAGRAM 3.9.2.2
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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
Page 97 and 98: T.P.D.M.V.2.3 (A1/2001) 7SO OR 1Q O
Page 100 and 101: T.RD.M.V. rwwi¥f«%i ** SE6 SEOTtQ
Page 102 and 103: T.RD.M.V, 2,3 (A1/2001) oaa, VIR6E
Page 104 and 105: T.P.D.M.V.2.3 3.5 Highway Clearance
Page 106 and 107: T.PD.M.V.2.3 (Al/2001) 3.5.2 Horizo
Page 108 and 109: T.PD.M.V.2.3 (Al/2001) 3.6.2 Locati
Page 110 and 111: T.RD.M.V.2.3 LOT BOUNDARY PRIVATE E
Page 113 and 114: T.P.D.M.V.2.3 t N X X X «. I B VIS
Page 115 and 116: T.P.D.M.V.2.3 (Al/2001) (c) (d) Nee
Page 117: T.P.D.M.V.2.3 (Al/2001) 3.7.2 At-Gr
Page 120 and 121: T.PD.M.V.2.3 (Al/2001) 3.7.3 Zebra
Page 122 and 123: T.P.D.M.V.2.3 GJVE WAY UNE o 4U «4
Page 124 and 125: T.P.D.M.V.2.3 (Al/2001) 3.7.3.11 De
Page 127 and 128: T.P.D.M.V.2.3 (Al/2001) 3.7.4.10 Th
Page 129 and 130: T.P.D.M.V.2.3 (Al/2001) 3.7.6 Uncon
Page 131 and 132: T.PD.M.V.2.3 (Al/2001) 3.7.7.7 Tabl
Page 133 and 134: T.P.D.M.V.2.3 Maitfri Cyefe Trade T
Page 135 and 136: T.P.D.M.V.2.3 (Al/2001) Table 3.7.7
Page 137 and 138: T.P.D.M.V.2.3 (Al/2001) 3.7.8 Escal
Page 139 and 140: T.P.D.M.V.2.3 (Al/2001) 3.8.2 Provi
Page 141 and 142: T.P.D.M. V.2.3 (Al/2001) 3.8.3.9 No
Page 143 and 144: T.P.D.M. V.2.3 (Al/2001) 3.9 Railin
Page 145: T.P.D.M. V.2.3 (Al/2001) 3.9.2.9 Ra
Page 149 and 150: T.P.D.M. V.2.3 (Al/2001) CROSS SECT
Page 151 and 152: T.P.D.M. V.2.3 (Al/2001) 3.9.3.18 T
Page 153 and 154: T.P.D.M. V.2.3 (Al/2001) 3.9.3.29 A
Page 155 and 156: T.P.D.M. V.2.3 (Al/2001) 3.9.4 Cras
Page 157 and 158: T.P.D.M. V.2.3 (Al/2001) 3.10 Road
Page 159 and 160: T.PD.M. V.2.3 (Al/2001) 3.10.2.5 Bo
Page 161 and 162: T.P.D.M. V.2.3 (Al/2001) 3.10.3 Sig
Page 163 and 164: T.P.D.M. V.2.3 (Al/2001) 3,11,2 Use
Page 165 and 166: T.P.D.M. V.2.3 (Al/2001) 3.11.5 Sig
Page 167 and 168: T.P.D.M. V.2.3 (Al/2001) 3.11.8 Foo
Page 169 and 170: T.P.D.M. V.2.3 (Al/2001) 3.11.12 Tr
Page 171 and 172: T.P.D.M.V.2.4 (Al/2001) Sections Co
Page 173 and 174: T.P.D.M.V.2.4 Diagrams 4.2.3.1 Sing
Page 175 and 176: T.P.D.M.V.2.4 (Al/2001) 4.1 Referen
Page 177 and 178: T.P.D.M.V.2.4 (Al/2001) 4.2.3 Junct
Page 179 and 180: T.P.D.M.V.2.4 4.2,4 Design Flows 4.
Page 181 and 182: T.PJD.M.V.2.4 (Al/2001) 4.2.6 Safet
Page 183 and 184: T.P.D.M.V.2.4 (Al/2001) 4.2.8 Pedes
Page 185 and 186: T.P.D.M.V.2.4 (Al/2001) Table 4.2.9
Page 187 and 188: T.P.D.M.V.2.4 4.3 Priority Junction
Page 189 and 190: T.P.D.M.V.2.4 4.3*2.6 4.3.2.7 In te
Page 191 and 192: T.P.D.M.V.2.4 4.3.4 Safety at Prior
Page 193 and 194: T.P.D.M.V.2.4 4.3*6 Capacity of Pri
Page 195 and 196: T*.D.M.V.2.4 ***3.7 General Layout
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A1/88 DESIGN SPEED OF MAJOR ROAD (k
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FRONT KERB TP.DM.V.2 (2) RIGHT ANGL
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T.P.D.M.V,2.4 4.3«9 Bight Turning
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T.P.D.M.V.2.4 will allow through tr
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T.P.D.M.V.2.4 4.3*11 Left Turning L
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T.P.D.M.V.2.4 4*3.13 Stagger Distan
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T.P*D*M.V*2.4 4.3.15 Widths of Carr
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T.P.D.M.V.2.4 If a pedestrian cross
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T.P.D.M.V.2.4 Diagram No. 4.3.16.14
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T P U M V 2 Compound curve for dime
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T P D M V 2 3.65 CEE3 SHOWING TWO L
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T P D M V 2 1 45 taper 1 Diagrams d
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T P D M V.24 Give Way sign Give Way
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T. P DM V 2 Give Way sign Give Way
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T. P.D M V. 2 A LEFT/RIGHT STAGGER
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T.P.D.M.V.24 1:25 taptr r 1:25 tape
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T. P.D.M.V. 2.4 R-50 Edge of major
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T*P*D.M.V*2.4 4.5 Roundabouts 4-5.1
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T.P.D.M.V.2.4 4.5*3 Mini Roundabout
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T.P.D-M.V.2.4 4.5.4 Dpuble Roundabo
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T.P.D*M*V.2*4 4*5.5 Other Types of
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T.P.D.M.V.2.4 4.5.6 Siting of Round
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T.P.D.M.V.2.4 *J.5.7 Safety at Roun
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T.P.D.M.V.2.4 4.5.9 Capacity of Rou
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T.P.D.M.V.2.4 4.5.10 General Layout
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T.P.D.M.V.2.4 4.5.11.6 Where a pede
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T.P.O-M.V. 2.4. MINIMUM AREA OVER W
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T.P.O.M.V.2.4. MINIMUM AREA OVER WH
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T.P.D.M.V.2.4 4.5*12 Roundabout Ent
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TP.O.M.V 2.4. Note'cosy exits DIAGR
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l.P.Q.M.V. 2.4. NOT GREAIER THAN 75
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T.P«D.M,V.2,4 4.5.14 The Circulato
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T.P.O.M.V. 2.4. IN THESE CASES NO E
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TPO M.V 4 A SEGREGATED LEFT TURNING
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T.PO.M.V.2.4. NOTE: THIS IS NOT A R
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TP.O.M.V.2.4 (a) JOINING TRAFFIC DE
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T.P.O.M.V.2,4 CROWN LINE SUBSIDIARY
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4.5.19 Landscaping 4.5*19*1 Apart f
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T.P.D.M.V«2*4 4.6.2 Types of Grade
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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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