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T.RD.M.V.6.2 (Al/2001) (ii) On the other hand, pedestrians may find it more difficult to obtain public transport services because stops for the same route in different directions are located on different streets. As vehicle speeds on a one-way street are higher, better pedestrian channelisation will be required to guide pedestrians to cross at suitable locations with adequate sight lines for on-coming vehicles. The provision of central refuge islands is not recommended in view of the fact the pedestrians may look in the wrong direction for vehicles. (iii) The designer should be alert of the feasibility of vehicles stopping on the wrong side of the one-way street for passenger boarding/alighting activities. This is potentially dangerous and would cause disruption to the passing traffic. Adequate attention should be given to this effect particularly if the street is a popular route for school buses or where a school is located on the off-side of the one-way street. (iv) To alleviate the above problem, apart from more careful design from the engineering point of view, publicity is important to ensure that pedestrians are aware of such changes. 2.4.2.7 Safety Road safety conditions on a road operating one-way or two-way are different. Whilst certain types of accident may be reduced by turning a street into one-way, other types of accident may be increased. This also applies to severity. Therefore if accident reduction is to be given as a justification for a one-way street system, a detailed investigation of the accidents likely to be reduced and an assessment of other accidents that may occur because of the change will be necessary. 2-4.2.8 Stopping Restriction On major one-way streets and gyratory systems, stopping restriction may need to be applied. Alternatives for servicing fronting development may have to be made. 2.4.2.9 Parking Provision On-street parking spaces should normally only be provided on minor streets of a major system. Volume 7 should be referred to for specific details on the requirement.
T.P.D.MV.6.2 (Al/2001) 2.43 Feasibility Study 2.4.3.1 From data collected as mentioned in paragraph 2.4.1.2 above the following feasibility studies can be carried out for cost/benefit consideration :- (i) Traffic volume studies to estimate the flows and turning movements (ii) Speed and delay studies in both peak and off peak periods (Hi) Traffic signal studies (Ref. TPDM Vol. 4) (iv) Loading/parking studies (Ref. TPDM Vol. 7) (v) Capacity analysis (Ref. TPDM Vol. 2 & 4) (vi) Estimation of added travel distance in network (vii) Public transport routeing and stops (viii) Movement of emergency vehicles (ix) Possible effect on business (x) Accident (type, frequency, severity) (xi) Pedestrian movement (xii) Cost of implementation, operation and maintenance. 2.43.2 As the above are generally applicable to most traffic management measures, detailed descriptions of the feasibility study techniques are not given here. Reference should be made to other chapters in this volume and also Volume 8 of the TPDM.
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Page 5 and 6: FOREWORD The Transport Planning and
Page 7 and 8: VOLUME jj TUNNELS Chapters 1. Intro
Page 9 and 10: Revised in October2001 Transport Pl
Page 11 and 12: 2.1 References (1) Traffic Engineer
Page 13 and 14: T.RD.M.V.6.2 (Al/2001) 2*2.2 One-wa
Page 15 and 16: T.RD.M.V.6.2 KEY : O CROSSING POINT
Page 17 and 18: T.P.D.M.V.6.2 (A 1/2001) 2.3.2 Disa
Page 19 and 20: T.RD.M.V.6.2 (A 1/2001) 2.4 Design
Page 21 and 22: T.P.D.M.V.6.2 TERMINAL POINTS OF ON
Page 23: T.RD.M.V.6.2 PEDESTRIAN FACILITIES
Page 27 and 28: T.P.D.M.V.6.2 ONE WAY OUT IN EXIT T
Page 29 and 30: T.P.D.M.V.6.2 KEY : O CROSSING POIN
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Page 33 and 34: T.RD.M.V.6.2 (A 1/2001) _JL_JL_ "1
Page 35 and 36: T.RD.M.V.6.2 2.5.4 Aspects for cons
Page 37 and 38: T.P.D.M.V.6.3 CONTENTS 3.1 REFERENC
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Page 41 and 42: T.P.D.M.V.6.3 3.2 INTRODUCTION 3.2.
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T.P.D.M.V.6.3 3«8.9.3 Inhibit Peri
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T.P.D.M.V.6.3 3.8.14 It is benefici
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T.P.D.M.V.6.3 3.8.20 Gating is a te
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T.P.D.M.V.6.3 3.8.28 BUS TRANSIT al
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T.P.D.M.V.6.3 problem and expense i
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T.P.D.M.V.6.3 3.10.3.3 The benefits
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T.P.D.M.V.6.3 APPENDIX I MANUAL ASS
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T.P.D.M.V.6.3 considerations, or si
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T.P.D.M.V.6.3 Associated with the c
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T.P.D.M.V.6.3 4. Benefits from redu
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T. P D M V 6 3 Bus travel Demand cu
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T.P.D.M.V.6.3 Other roads which are
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T.P.D.M.V.6.3 arrives H minutes aft
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T.P.D.M.V.6.3 can service X, ay mus
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T.P.D.M.V.6.3 of the total generali
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T.P.D.M.V.6.3 Vehicle operating cos
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T.P.D.M.V.6.3 do the same work as b
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T.P.D.M.V.6.3 grief and suffering e
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T.P.D.M.V.6.3 average rate of taxat
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T.P.D.M.V.6.3 while* However, it sh
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T.P.D.M.Y.6.3 TABLE Al.l Summary of
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T.P.D.M.V.6.3 Effect on Mode Expect
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T.P.D.M; BUS LANE INTRODUCTION REMO
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T.P.D.M.V.6.3 - Road construction/w
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T.P.D.M.V.6.3 Consider likely diver
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T.P.D.M.V.6.3 5. MODELLING With-Flo
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T.P.D.M.V.6.3 TABLE AII.l: MAIN INP
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T.P.D.M.V.6.3 - walking time for bu
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T.P.D.M.V.6.3 For roundabouts, the
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T.P.D.M.V.6.3 10. ACCEPTANCE OF SCH
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T.P.D.M.V.6.6 (A 1/2001) Contents S
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T.P.D.MV.6.6 (Al/2001) 6.2 Introduc
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T.P.D.M.V.6.6 (A 1/2001) 63.2 Gazet
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T.P.D.M.V.6.6 (A 1/2001) 6.4.2 Rang
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T.P.D.M.V.6.6 (Al/2001) 6.5.2 Speed
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T.P.D.M.V.6.6 (A 1/2001) 6.53 Speed
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T.P.D.M.V.6.6 (A 1/2001) 6.6,2 Revi
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T.P.D.M.V.6.6 (A 1/2001) (iv) Road
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T.P.D.M.V.6.6 (Al/2001) 6.6.2.5 Iso
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T.P.D.MV.6.6 (A 1/2001) 6.7.2 Accid
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T.P.D.M.V.6.7 (Al/2001) Contents Se
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T.P.D.M.V.6.7 (Al/2001) 7.1 Referen
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T.P.D.M.V.6.7 (Al/2001) 7.2 Introdu
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T.P.D.M.V.6.7 (A1/2Q01) 7.3.2 Compo
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T.P.D.M.V.6.7 (Al/2001) 7.3.3.9 Veh
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T.P.D.M.V.6.7 (A 1/2001) 7.3.4 Esti
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T.P.D.M.V.6.7 (Al/2001) 7.3.6 Measu
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Table 7.3.6.1 Measures Implemented
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T.P.D.M.V.6.7 (Al/2001) (a) (b) (c)
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T.PD.M.V.6.7 (Al/2001) 7.4 Noise 7.
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T.P.D.M.V.6.7 (Al/2001) dBfA) SCALE
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T.P.D.M.V.6.7 (A1/2Q01) Noise Propa
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T.P.D.M.V.6.7 (Al/2001) 7.4.2.17 Th
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15 / ^CORRECTIONS SHOWN WHEN^ -J_ O
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T.P.D.M.V.6.7 (Al/2001) ZW& S SOUK*
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4-2.6 T.P.D.M.V.6.7 (A1/2001) •o
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T.P.D.M.V.6.7 (Al/2001) 7.4.3 Noise
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T.P.D.M.V.6.7 (Al/2001) 7.4.4 Confo
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T.P.D.M.V.6.7 (Al/2001) 7.5 Visual
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T.PJD.M.V.6.7 2000 SOLID ANGLE- MIL
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T.P.D.M.V.6.7 NO., & & SIMPLIFIED S
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T.P.D.M.V.6.7 r cos 9i~ cos Distanc
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T P O.M .V 6 7 HIGHLY SATISFIED UJ
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T.P.D.M.V.6.7 H = 2 Perpendicular d
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T.P.D.M.V.6.7 H = 8 Perpendicular d
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Revised in July 2001 TRANSPORT PLAN
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T.P.D.M. V.6.8 (Al/2001) Diagrams 8
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T.P.D.M. V.6.8 (Al/2001) 8,2 Introd
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T.P.D.M. V.6.8 (Al/2001) 8.2.3 Spec
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T.P.D.M.V.6.8 (A172001) I BRAKE HAN
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T.P.D.M. V.6.8 (Al/2001) 8.3 Planni
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T.P.D.M. V.6.8 (Al/2001) (vi) (vii)
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T.P.D.M. V.6.8 (A1/2001) GRASSED AR
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T.P.D.M. V.6.8 (Al/2001) 8.3.2.9 Ta
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T.P.D.M.6.8 (A1/2001 ) 600 450 (MIN
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T.P.D.M. V.6.8 (Al/2001) 8.4 Crossi
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T.P.D.M.V.6.8 (A1/2001) NOT LESS TH
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T.P.D.M.V.6.8 (A1/2001 ) HAZARD WAR
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600 WIDE HAZARD WARNING- TILES / BL
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T.P.D.M. V.6.8 (Al/2001) 8.4.3 Type
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T.P.D.M.V.6.8 (A1/2001) PEDESTRIAN
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T.P.D.M. V.6.8 (Al/2001) 8.4.3.15 T
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T.P.D.M. V.6.8 (Al/2001) 8.5*2 Off-
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T.P.D.M.V.6.8 (A172001 ) 3500 - PAR
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T.P.D.M. V.6.8 (Al/2001) 8.5.2.7 Pr
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T.P.D.M. V.6.8 (Al/2001) 8.5.3 On-s
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T.P.D.M.V.6.8 (A1/2001) SUFFICIENT
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T.P.D.M.V.6.8 (A1/2001 ) 1.2m EQ1 E
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T.P.D.M. V.6.8 (Al/2001) 8.6.2 Guid
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1500 ABSOLUTE MINIMUM 1800 DESIRABL
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T.P.D.M.V.6.8 (A1/2001) 1500nm OR M
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T.P.D.M.V.6.8 (A1/2001 ) SIGNS SHOU
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T.P.D.M. V.6.8 (Al/2001) 8.7 Signin
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T.P.D.M.V.6.8 (A172001) WHITE BACKG
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8.8 Public Transport Services for P
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T.P.D.M. V.6.8 (Al/2001) Franchised
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T.P.D.M.V.6.8 (A172001) /—BUILDIN
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T.P.D.M.V.6.8 (A1/2001 ) t \ 250 25
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T.P.D.M. V.6.8 (Al/2001) Bus stop a
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T.P.D.M.V.6.8 (A1/2001 ) FLUSH KERB
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1500 RAMP FLUSH KERB -150 MAX T.P.D
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Revised in March 2001 TRANSPORT PLA
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TPDM V610 (Al/2001) 10.1 References
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T.RD.M.V.6.1C (Ai/2001) 10.1.2 Abbr
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T.RD.M.V.6.10 (AI/2001) PAP - Intro
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T.RD.M.V.6.10 (Al/2001) 10.3.1.6 Am
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T.RD.M.V.6.10 (Al/2001) 10.4 Develo
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T.RD.M.V.6.10 (Al/2001) (u) (v) (w)
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T.P.D.M.V.6.10 (Al/2001) (viii) Loa
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T.RD.M. V.6.10 (Al/2001) of pedestr
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T.RD.M.V.6.10 (Al/2001) traffic and
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T.RD.M.V.6.10 (Al/2001) and off-str
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T.P.D.M.V6.10 (Al/2001) at streets
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T.RD.M.V.6.10 (Al/2001) FOOTPATH DR
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T.P.D.M.V.6.10 (Al/2001) 10.4.3.12
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T.P.D.M.V.6.10 (A 1/2001) the ramps
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T.P.D.M. V.6.10 (A 1/2001) EXISTING
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T.P.D.M.V.6.10 (Al/2001) 10.5.1.10
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T.PD.M.V.6.10 (Al/2001) 10.6.2 The
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T.P.D.M. V.6.10 (Al/2001) (iv) Goal
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T.RD.M. V.6.10 (Al/2001) 10.6.4.10
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T.P.D.M.V.6.10 (Al/2001) Impacts En
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T.RD.M.V.6.10 (Af/2001) 10.6.6 Impl
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T.PD.M. V.6 (Al/2001) 10*7 Monitori
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T.P.D.M. V.6.10 (Ai/2001) 10.7.2.4
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PQ • nun n n n n n S Hun ffln IIH
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TJP.D.M. V.6.IO (AJ/2001) Pedestria
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TPDMV.6.10 Al/2001 Appendix D 1. Fu
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