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T.P.D.M.V.2.3 t N X X X «. I B VISIBIUTY AREA AT RUN-INS DIAGRAM 3.6.3.4
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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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Page 63 and 64: T.PJD.M.V.2.3 (Al/2001) 3.3.7 Verti
Page 65 and 66: T.P.D.M.V.2.3 (Al/2001) 33.8 Climbi
Page 67 and 68: tft D.M,V. 2.J 10Q1 'Read Arrows'tr
Page 69 and 70: T,R0,H*V. 23 mOoubit contiimqys whi
Page 71 and 72: T.P.D.M.V.2.3 0 10,000 20,000 3WJQO
Page 73 and 74: T.P.D.M.V.23 (Al/2001) 3.4. The Roa
Page 75 and 76: T.P.D.M.V.2.3 (Al/2001) 3.4.2.7 The
Page 77 and 78: T.P.D.M.V.2.3 (Al/2001) 3.4.4 Widen
Page 80 and 81: TYPE A TYPE FOR LIGHT AND MEDIUM GO
Page 82 and 83: T.P.D.M.V.2.3 (Al/2001) 3.4.7 Centr
Page 86 and 87: T.PD.M.V.2.3 (Al/2001) 3.4.7.13 Isl
Page 88 and 89: T.P.D.M.V.2.3 (Al/2001) 3.4.9 Verge
Page 90 and 91: T.P.D.M.V.2.3 (Al/2001) (vi) there
Page 92 and 93: T.P.D.M.V.2.3 (Al/2001) 3.4.11 Foot
Page 94 and 95: 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 114 and 115: T.PD.M.V.2.3 (Al/2001) 3.6.4 Vehicu
Page 116 and 117: T.P.D.M.V.2.3 (Al/2001) 3.7 Pedestr
Page 119 and 120: T.P.D.M.V.2.3 (Al/2001) Table 3.7.2
Page 121 and 122: T.P.D.M.V.2.3 INDICATION PEDESTRIAN
Page 123 and 124: T.P.D.M.V.2.3 (Al/2001) 3.7.3.6 In
Page 125: T.P.D.M.V.2.3 (Al/2001) 3.7.4 Signa
Page 128 and 129: T.P.D.M.V.2.3 (Al/2001) 3.7.5 Cauti
Page 130 and 131: T.P.D.M.V.2.3 (Al/2001) 3.7.7 Grade
Page 132 and 133: T.P.D.M.V.2.3 (Al/2001) 3.7.7.13 Wh
Page 134 and 135: T.P.D.M.V.2.3 ffl • 10 (IF) .^1 2
Page 136 and 137: T.P.D.M.V.2.3 (Al/2001) Table 3.7.7
Page 138 and 139: T.P.D.M.V.2.3 (Al/2001) 3.8 Cycle T
Page 140 and 141: T.P.D.M.V.2.3 (Al/2001) 3,8.3 Desig
Page 142 and 143: T.P.D.M. V.2.3 (Al/2001) 3,8.4 Sign
Page 144 and 145: T.P.D.M. V.2.3 (Al/2001) 3.9.2 Rail
Page 147 and 148: T.P.D.M.V.2.3 (A1/2001 ) i - " A i.
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
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T.P.D.M. V.2.3 (Al/2001) 3,11,2 Use
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T.P.D.M. V.2.3 (Al/2001) 3.11.5 Sig
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T.P.D.M. V.2.3 (Al/2001) 3.11.8 Foo
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T.P.D.M. V.2.3 (Al/2001) 3.11.12 Tr
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T.P.D.M.V.2.4 (Al/2001) Sections Co
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T.P.D.M.V.2.4 Diagrams 4.2.3.1 Sing
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T.P.D.M.V.2.4 (Al/2001) 4.1 Referen
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T.P.D.M.V.2.4 (Al/2001) 4.2.3 Junct
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T.P.D.M.V.2.4 4.2,4 Design Flows 4.
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T.PJD.M.V.2.4 (Al/2001) 4.2.6 Safet
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T.P.D.M.V.2.4 (Al/2001) 4.2.8 Pedes
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T.P.D.M.V.2.4 (Al/2001) Table 4.2.9
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T.P.D.M.V.2.4 4.3 Priority Junction
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T.P.D.M.V.2.4 4.3*2.6 4.3.2.7 In te
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T.P.D.M.V.2.4 4.3.4 Safety at Prior
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T.P.D.M.V.2.4 4.3*6 Capacity of Pri
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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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