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T.P.D.M.V.2.3 ffl • 10 (IF) .^1 25 Ism A • Storing 2Sm ;'Cyd«. trade •ootpoth STOPPING SIGHT DISTANCES FOR CYCLISTS DIAGRAM 3.7.7.2
T.P.D.M.V.2.3 (Al/2001) Table 3.7.7.2 Design Standards for Footbridges and Subways Minimum :# effective width Minimum :# vertical clearance Ramps : Footbridges 2m (except on stairs to Tram or similar platforms where a lesser width is necessary because of limited space) 5.1m Subways 3tn 2.3m (for length less than 23m) 2.5m (for length not less than 23m) Where possible both ramps and stairs should be provided on all approaches. Desirable maximum gradient = 1 in 12 Stairwavs : Landings :* Handrails _• Absolute maximum gradient = 1 in 10 Centre line of circular ramps should never exceed 10% Stepped ramps should not be provided Desirable maximum height of risers = 150mm ) Values chosen for Absolute maximum height of risers = 165mm ) riser height 'R' and (in exceptional circumstances only) ) tread width T Desirable minimum width of tread = 280mm ) must satisfy both: Absolute minimum width of tread Desirable maximum flight of steps Absolute maximum flight of steps = 250mm ) 2R+T = 580 to 600 T x R = 42000 to 45000 = 1 2 risers = 1 6 risers Ramps steeper than 10% to have landings at vertical intervals not greater than 3500mm. Ramps of 10% or less to have landings at vertical intervals not greater than 3500mm where space permits. Desirable length for stairs Absolute minimum length for stairs Desirable length for ramps Absolute minimum length for ramps Width of all landings = 1500mm - 1800mm = 1 000mm = 2000mm = 1 500mm = Not less than that of the approach stairs or ramps Handrails must be provided on both sides of all ramps and stairways, and consideration should be given to the provision of central handrails on stairways 4000mm wide or more. * Ramps with gradients above 10% require approval from the respective AC for T/Region. # Adequate allowance should be made for railings/handrails, lightings, finishes, etc in calculating the clear width and height of footbridges/subways.
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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
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 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: T.P.D.M.V.2.3 Maitfri Cyefe Trade T
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 148 and 149: T.P.D.M. V.2.3 (Al/2001) 3.9.3 Barr
Page 150 and 151: T.PD.M. V.2.3 (Al/2001) 3.9.3.8 The
Page 152 and 153: T.P.D.M. V.2.3 (Al/2001) 3.9.3.26 A
Page 154 and 155: T.P.D.M. V.2.3 (Al/2001) 3.9.3.36 T
Page 156 and 157: T.PD.M. V.2.3 (Al/2001) 3.9.4.9 Sin
Page 158 and 159: T.P.D.M. V.2.3 (Al/2001) 3.10.2 Roa
Page 160 and 161: T.P.D.M. V.2.3 (Al/2001) TUNNEL iim
Page 162 and 163: T.P.D.M. V.2.3 (Al/2001) 3.11 Singl
Page 164 and 165: T.P.D.M. V.2.3 (Al/2001) 3.11.4 Hor
Page 166 and 167: T.P.D.M. V.2.3 (Al/2001) 3.11.7 Min
Page 168 and 169: 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
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T.P.D.M.V.2.4 (Al/2001) 4.2.9 Choic
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T.P.D.M.V.2.4 (Al/2001) 4,2.10 Spac
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T.P.D.M.V.2.4 4.3.2 Types of Priori
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4*3*3 Siting of Priority Junctions
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4.3.5 Pedestrian Facilities at Prio
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T.P.DJM.V.2.4 4,3.6*6 The predictiv
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T.P.D.M*V.2.4 4.3.8 Visibility Spla
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A1/88 FOR VEHICLE WAITING TO TURN R
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T.P.O.M V.2.4. FRONT KERB FRONT KER
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T.P.D.M.V.2.4 4.3.9.4 For shadow is
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T.P.D.M.V.2.4 4*3»10 Left TurningL
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T.P.D.M.V.2.4 ^•3*12 Traffic Isla
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T.P.D.M.V.2.4 4.3.14 Corner Badil 4
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T.P.D.M.V.2.4 4,3*16 Recommended La
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T.P.D.M.V.2.4 Diagram No. 4.3.16.8
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T*P.D*M.V.2.4 (v) For left hand spl
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T. P.D M V 24 3.65 CE=E 3.65- 1s25t
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T. P.D.M V.2.4 Keep Leff sign Keep
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T. P D M V 24 Compound curve for di
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T. P. D.M V.2 4 ^ —-• — —"
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T. P.D.M.V 24 1:20 taper RIGHT/LEFT
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T. P.D.M.V.2.4 1*25 taper 1 Diagram
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T P D M V 24 125 taper •UphiU gra
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T.P.D.M*V*2.4 Signal Controlled Jun
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4.5.2 Normal Roundabouts 4.5.2.1 No
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NORMAL ROUNDABOUT T.P.O.M.V. 2.4. T
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T.P.O.M.V. 2.4. CONTIGUOUS DOUBLE R
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T.P.D.M.V.2.4. TWO BRIDGE ROUNDABOU
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TP.D.M.V 2.4. STRAIGHT SECTION PROV
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T.P.D«M.V*2.4 4*5.8 Pedestrian t C
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T.P.D.M.7.2JI 4*5.9*** The predicti
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T.P.D.M.V.2.4 4.5.11 Visibility 4.5
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DESIRABLE/MINIMUM VISIBILITY DISTAN
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T.P.O.M.V. 2 .4. HALF LANE WIDTH DI
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T.RD.M.V.2.4. MINIMUM AREA OVER WHI
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T.P.D.M.V.2.4 in the entry as shown
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.P.O.M.V.2>. ENTRY DEFLECTION ACHIE
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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*5.15 Inscribed Circ
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T.P.D.M.V.2.4 4.5.16 Segregated Lef
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Note:- This is not a recommendation
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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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