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T.P.D.M.V.2.3 (A1/2001) 7SO OR 1Q OOP MQftMALLY PRIMARY DISTRIBUTOR ROAD ROADATUD (1112) CAI^iAGSWAY NOTE: 1. FOR DETAILS OF ROAD STUDS AND MARKINGS SEE VOLUME 3. 2. ACTUAL CENTRAL RESERVE WIDTH WILL BE DEPENDENT ON STREET FURNITURE REQUIREMENTS. 3. MARGINAL STRIP IS ONLY PROVIDED FOR DESIGN SPEED/SPEED LIMIT GREATER THAN 50 km/h 4. FOR DETAILS OF FENCE BARRIERS, SEE SECTION 3.9.3 ELEVATED ROAD PRIMARY DISTRIBUTOR ROADS TYPICAL CROSS SECTIONS NOT TO SCALE DIAGRAM 3.4.12.2
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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
Page 45 and 46: Revised in December 2001 TRANSPORT
Page 47 and 48: T.P.D.M.V.2.3 (Al/2001) 3.7 Pedestr
Page 49 and 50: T.P.D.M.V.2.3 (Al/2001) Diagrams 3.
Page 51 and 52: T.PD.M.V.2.3 (Al/2001) 22. Providin
Page 53 and 54: T.PD.M.V.2.3 (Al/2001) 33 Road Alig
Page 55 and 56: T.P.D.M.V.2.3 (Al/2001) 33.2 Design
Page 57 and 58: T.P.D.M.V.2.3 (Al/2001) For Radii b
Page 59 and 60: T.P.D.M.V.2.3 (Al/2001) Table 3.3.4
Page 61 and 62: T.P.D.M.V.2.3 (Al/2001) (b) For 80
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 98: FOOTWAY -fim (SEE SECTION 3.4.7.6)
Page 101 and 102: T.RD.M.V. 2-3 FEEDER ROAD RURAL SIN
Page 103 and 104: 13 T.BD.M.V. 2.3 LANi UHE V ltUUn ,
Page 107 and 108: T.P.D.M.V.2.3 (Al/2001) 3.6 Run-ins
Page 109 and 110: T.P.D.M.V.2.3 (Al/2001) 3.63 Layout
Page 111: T. P. 0. M. V. 2.3 -iACK OP FOOTWAY
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 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 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
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T.P.D.M.V.2.3 (A1/2001 ) i - " A i.
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T.P.D.M. V.2.3 (Al/2001) CROSS SECT
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T.P.D.M. V.2.3 (Al/2001) 3.9.3.18 T
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T.P.D.M. V.2.3 (Al/2001) 3.9.3.29 A
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T.P.D.M. V.2.3 (Al/2001) 3.9.4 Cras
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T.P.D.M. V.2.3 (Al/2001) 3.10 Road
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T.PD.M. V.2.3 (Al/2001) 3.10.2.5 Bo
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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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