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T.P.D.M.V.1.4(i)For private access roads/driveways within the development, the criteria stipulated in theBuilding (Private Streets and Access Roads) Regulations should be followed.Table 2 - Access Roads/DrivewaysWidth for Straight SectionsDesirableWidth (m)MinimumWidth (m)Absolute Min.Width (m)Residential AreaOne-way5.54.03.0 (private carsonly)Two-way7.35.55.0 (private carsonly)Industrial Area& Area ofMixed UsageOne-wayTwo-way6.010.55.57.33.56.0GradientDesirableMaximumAbsolute MaximumStraight RampFor Private Cars1:101:71:6HelicalRampFor GoodsVehiclesFor Private CarsFor GoodsVehicles1:101:12.51:12.51:81:81:10_-VerticalClearanceHorizontalClearanceAll VehiclesAll VehiclesWidening of Access Roads / Driveways on BendsVertical clearances for structures over pavementsshould be 5.1m (min.)Horizontal clearance should be 500mm. Ifimpracticable, clearance from railings and posts forsigns should not be less than 200mm.Width of Access Roads/Driveways6m or lessMore than 6mPermitted Radius of Curve atCentre LineLess than 18m1 8m to 24m inclusiveOver 24mLess than 18m1 8m to 24m inclusiveOver 24mMin. WideningRequired/(m)1.21.00.61.00.60.3
T.P.D.M.V.1.4(ii)Notes on Access Roads and Driveways:(a)(b)Access roads with an overall width clear of any obstructions of at least 6m, butwhich may include adjacent kerbs, footways or verges, must be provided to allowfire service appliances to operate in the event of emergencies.The Authorized Person should be requested to indicate with dimensions on thesubmitted plan local widening of roads and driveways in accordance with theabove recommendations for all bends.Ramps in Multi-Storey Car Parks (for Cars and Taxis)Table 3 - Ramps for Cars and Taxis in Multi-Storey Car ParksRamps in Multi-Storey Car Parks (for Cars and Taxis)Min. Width(between kerbs)Max, GradientOne-wayTwo-way(with no central kerb)Straight Ramps3.0m6.0m(min 5.5m)See "Gradient" in "Access Road/Driveways"Helical Ramps3.65m.HorizontalClearance fromStructuresMinimum CurveRadiusFor Straight RampsFor Helical RampsFor Straight RampsFor Helical Ramps300mm600mm5.5m (min. inner radius at bends)9.0m (min. outer radius)Notes on Ramps:(i) Ramps in a multi-storey car park are generally operated one-way. The use oftwo-way ramps is not recommended.(ii)(iii)Ramps should be designed without conflict points at both ends, e.g. no pedestriancrossings and junctions at both ends of a ramp.At the upper end of ramps, adequate clear visibility should be provided to minimizeconflicts of movements of vehicles at the upper floor and the approach ramp.4. Reference:(i)Hong Kong Planning Standards and Guidelines (HKPSG) Chapter 8 "Internal TransportFacilities"
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THE UNIVERSITY OF HONG KONGLIBRARIE
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FOREWORDThe Transport Planning and
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T.P.D.M.V.1Transport Planning & Des
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T.PD.M.V.1.1(Al/2001)ContentsSectio
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TPD.M.V.l 1(Al/2001)Diagrams1.4.5.1
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T.P.D.M.V.1.1(Al/2001)(21) Analytic
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T.P.D.M.V.1.1(Al/2001)LevelPurposeM
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T.P.D.M.V.U(Al/2001)1.3 Administrat
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T.P.D.M.V.U(Al/2001)1.3.4 Working G
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T.P.D.M.V.l.l(Al/2001)1.3.6 Study R
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T.PJXM.V.1.1(Al/2001)1.3.7 Meetings
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T.P.D.M.V.1.1(Al/2001)Territorial T
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T.P.D.M.V.U(Al/2001)1.4.5 Developme
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T.P.D.M.V.l.l(Al/2001)CTS-3 TRAFFIC
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T.P.D.M.V.l.l(Al/2001)1.4.5.112006/
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T.P.D.M.V.Li(Al/2001)20062031 ^~~I
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T.P.D.M.V.1.1(Al/2001)(i)(ii)(iii)(
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T.P.D.M.V.l.l(Al/2001)Domestic Dema
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T.P.D.M.V.U(Al/2001)1.4.6.4 Land-us
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T.P.D.M.V.U(Al/2001)1.47 Analysis a
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T.P.D.M.V.U(Al/2001)Financial evalu
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T.P.DJM.V.U(Al/2001)Budgetary evalu
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T.P.D.M.V.1.1(Al/2001)Public accept
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T.P.D.M.V.1.1(Al/2001)1.4.9 Transpo
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T.P.D.M.V.U(Al/2001)Formulation of
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T.P.D.M.V.U(Al/2001)1.4.11 Further
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T.P.D.M.V.1.1(Al/2001)1.5.3 Definit
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TJP.D.M.V.1.1(Al/2001)1.5.5 Transpo
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T.P.D.M.V.1.1(Al/2001)1.5 5.5 The B
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T.PD.M.V.L1(Al/2001)1.5.7 Developme
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T.P.D.M.V.1.1(Al/2001)157.12 Enviro
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T.P.D.M.V.1.1(Al/2001)1.5.10 Specia
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T.P.D.M.V.U(Al/2001)1,6.2 District
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T.PD.M.V.1.2Contens2.1 Reference2.2
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T.P.D.M.V.122.2 Introduction2.2.1 T
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T.P.D.M.V.U23.2 Planning Horizon23.
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LAND USE PLANNING ANQ TRANSPORT STR
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T.P.D.M.V.U2.3.5 Study Objectives2.
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T.P.D.M.VI;2.3.6.7 Time-series Tren
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T.P.D.M.V.1.22.3*8 General approach
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T.P.D.M.V.L223.8.3 Input Assumption
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T.P.D.M.V.1.2> access/egress time>
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T.P.D.M.V.U(vi)(vii)The level of se
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T.P.D.M.V.U(ix)(x)At each stage, th
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T.P.D.M.V.1.2(d)(e)changes in fleet
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T.P.D.M.V.U23.9 Public Transport Mo
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T.P.D.M.V.U2.3.9.10 The highway net
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T.P.D.M.V.UTrip Matrices2.3.9.16 Th
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T.P.D.M.V.1.2riitripTTOutputTDiagra
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T.P.D.M.V.1.223.10 Model Validation
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Page 133 and 134: AnnProcedure for Processing Plannin
Page 135 and 136: Appendix 2Checklist for Checking of
Page 137 and 138: Study AspectsItems to be checked(d)
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Page 143 and 144: T.P.D.M.V.1.4ContentsSections4.1 Re
Page 145 and 146: T.P.D.M.V.1.44.2 Introduction4.2.1
Page 147 and 148: T.P.D.M.V.1.4inbound/outbound traff
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