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T.PD.M.V.2.3 (Al/2001) 3.1 References 1. Departmental Standard TD 9/93 Road Layout and Geometry: High-way Link Design D.O.Tp. 1993. 2. Country Surveyors' Society Highway Transition Curve Tables (metric). The Carriers Pub. Co. Ltd. 1965. 3. T.T.S.D. Data Record 182. Pedestrian Movement in the Central District of Hong Kong 1974. 4. D.O.E. Technical Memorandum H2/70 - Pedestrian Subways, Layout and Dimensions. 5. United Nations - Recommended Practice for the Design and Layout of Cycle Tracks, Feb. 1973. 6. Highways Office - Guide Lines for the design of Cycle Facilities - New Territories., Highways Office of Public Works Department, 1976. 7. Traffic Engineering Division - A Policy on Run-ins, July 1970. 8. Report of the Working Party on Transport for the Disabled, March 1975. 9. Design Manual: Barrier Free Access, 1997. Buildings Department, 1997. 10. Highway Capacity Manual 1965, Highway Research Board, Special Report 87. 11. Departmental Standard TD 31/93. Subway for Pedestrians and Pedal Cyclists Layout and Dimensions, D.O.Tp. 16.B.S. 5395: 1977. Code of Practice for Stairs. 12. Road Traffic (Traffic Control) Regulation 1984. 13. Hong Kong Long Term Road Study - Freeman Fox Wilbur Smith Associates, 1968. 14. Third Comprehensive Transport Study - Wilbur Smith Associates Limited, October 1999. 15. Comprehensive Traffic Surveillance and Control Study. - Maunsell Consultants Asia - 1980. 16. P.I.A.R.C. Road Tunnel Technical Committee Report of Working Group IV. Geometry^ 1975. 17. Departmental Advice Note TD 42/95. Junctions and Accesses: Geometric design of Major/Minor Priority Junctions. U.K. Department of Transport 18. The Research and Development Background to "Highway Link Design" D. Simpson and J.A. Kerman. Traffic Engineering and Control, Sept. 1982. 19. Departmental Advice Note TA 66/95. Police Observation Platforms on Motorways. The Highways Agency. 20. The Overall Effect on Accidents at Sites Where Zebra Crossings were Installed. J.R. Landles. Traffic Engineering Control January 1983. 21. Data Record No. 3 61. Warrants for Escalators at Footbridges.
T.PD.M.V.2.3 (Al/2001) 22. Providing For The Cyclist. Institution of Highways and Transportation July 1983. 23. Structures Design Manual for Highways and Railways, 1997. 24. Roads and Traffic in Urban Areas. The Institution of Highways and Transportation with the Department of Transport. 1987. 25. Pedestrianisation Guidelines. The Institution of Highways and Transportation. 1989. 26. Design Manual for Roads and Bridges, Volume 6 Road Geometry. The Department of Transport, June 1993. 27. Public Lighting Design Manual, Highways Department 2 8. Highways Department Standard Drawings, Highways Department 29. The Standard Drawings of Structures Division of Highways Department 30. Departmental Standard TD 36/93, Subways for Pedestrians and Pedal Cyclists Layout and Dimensions, D.O.Tp. 31. Roads and Traffic in Urban Areas, Institution of Highways and Transportation with the Department of Transport, 1987 32. National Cooperative Highway Research Program (NCHRP) Report 350, Transport Research Board, National Research Council, U.S.A. 33. Road Research Laboratory Report LR 104, Ministry of Transport, 1967 34. Road Design Guide, Section 6 - Safety Barriers for Roads and Bridges, Roads and Traffic Authority, May 1996 35. Roadside Design Guide, American Association of State Highway and Transportation Officials, 1989.
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Page 5 and 6: Transport Planning & Design Manual
Page 7 and 8: T.P.D.M.V.2.1 - ' »1 PURPOSE 1 -1
Page 9 and 10: VOLUME1jTUNNELS Chapters 1. Introdu
Page 11 and 12: T.P.D.M.V.2.2 (Al/2001) Section Con
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Page 15 and 16: T.P.D.M.V.2.2 (Al/2001) Table 2.2.1
Page 19 and 20: T.P.D.M.V.2.2 (Al/2001) Distance be
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Page 27 and 28: MINIMUM KERB TO KERB CLEARANCE MINI
Page 29 and 30: MINIMUM KERB CLEARANCE TO KERB MINI
Page 31 and 32: 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
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Page 57 and 58: T.P.D.M.V.2.3 (Al/2001) For Radii b
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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
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T.RD.M.V. rwwi¥f«%i ** SE6 SEOTtQ
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T.RD.M.V, 2,3 (A1/2001) oaa, VIR6E
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T.P.D.M.V.2.3 3.5 Highway Clearance
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T.PD.M.V.2.3 (Al/2001) 3.5.2 Horizo
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T.PD.M.V.2.3 (Al/2001) 3.6.2 Locati
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T.RD.M.V.2.3 LOT BOUNDARY PRIVATE E
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T.P.D.M.V.2.3 t N X X X «. I B VIS
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T.P.D.M.V.2.3 (Al/2001) (c) (d) Nee
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T.P.D.M.V.2.3 (Al/2001) 3.7.2 At-Gr
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T.PD.M.V.2.3 (Al/2001) 3.7.3 Zebra
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T.P.D.M.V.2.3 GJVE WAY UNE o 4U «4
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T.P.D.M.V.2.3 (Al/2001) 3.7.3.11 De
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T.P.D.M.V.2.3 (Al/2001) 3.7.4.10 Th
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T.P.D.M.V.2.3 (Al/2001) 3.7.6 Uncon
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T.PD.M.V.2.3 (Al/2001) 3.7.7.7 Tabl
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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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