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T.PD.M.V.2.3 (Al/2001) 3.4.7.13 Islands, refuges and central reserves less than 1750 mm in width should be paved. Whether planting or similar treatment is appropriate where widths are greater than this will depend on considerations mentioned previously, such as the character of the road, the requirements of pedestrians and the location of street furniture.
T.P.D.M.V.2.3 (Al/2001) 3.4.8 Emergency Crossings 3.4.8.1 An emergency crossing may be defined as opening of 10 m in length provided in the central reservation of a dual carriageway road solely for the purpose of emergency vehicles gaining access from one carriageway to another. 3.4.8.2 On high speed road, where speed limit is 70 km/h or above, with limited access and no frontage development emergency crossings need not be provided unless intersections are greater than 1.5 km apart. Where this latter condition applies normally only one emergency crossing will be provided approximately at the mid-point between intersections. If the resulting distance between the intersections and the emergency crossing exceeds 1.5 km, additional crossings may be necessary. However, the emergency crossing should not be located at the bend of the road for safety reason. To determine the exact location, length and number of emergency crossings for a particular scheme, the views of the Police and Fire Services Department should be obtained, and where feasible their requirements should be taken into account. 3.4.8.3 For dual carriageway roads other than those described above, emergency crossings should generally be provided approximately at 600 m intervals, but again the views of the Police and Fire Services Department should be obtained, as to whether such provision is necessary or not. 3.4.8.4 Whenever emergency crossings are required care should be taken that they are not sited such that they would encourage pedestrians to use them as convenient crossing points. For this reason they should not be located opposite bus stops, side road junctions or any point of major pedestrian activity. 3.4.8.5 When not in use emergency crossings should be closed by means of suitably designed barriers which should have been agreed with the Police and Fire Services Department. It is important that such barriers can be removed or knocked down rapidly and easily to make access through the crossing in case of emergency. Further, they should be properly maintained and replaced when damaged. 3.4.8.6 Emergency crossings may not be suitable in their unmodified form to serve as accesses for contra-flow traffic arrangement should an incident arise, or maintenance work need to be undertaken. In case contra-flow operations are required to be provided in the central barrier during any incidence or for maintenance purpose, the location and the form of crossover should be approved by the appropriate Regional Office of the Transport Department in consultation with the Police and Highways Department.
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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
Page 33 and 34: T.P.D.M.V.2.2 BUS DAIMLER FL££TUN
Page 35 and 36: T P n Twf V 7 T.P.D.M.V.2.2 (Al/20
Page 37 and 38: T.P.D.M.V.2.2 T.P.D.M.V.2.2 (Al/200
Page 39 and 40: T.P.D.M.V.2.2 (Al/2001) 2.4 Design
Page 41 and 42: T.P.D.M.V.2.2 (A 1/2001) 2.4.2 Esti
Page 43 and 44: 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
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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
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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 and 134: 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
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Revised in December 2001 TRANSPORT
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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 4.6.9.5 Diverging Lan
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T.P.D.M.V.2.4 4.2 Junction Design -
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T.P.D.M.V.2.4 (Al/2001) Mrnor Road
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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 4.2.7 Economic Consid
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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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