Appendix D_Engineering Report

      i.    are durable enough to carry estimated               continuous movement of cyclists along a
            wheel loads of travelling and parked                roadway, such as—
            vehicles;                                           a)       sealed shoulders;
       ii. provide for the safe passage of vehicles,            b)       wide kerbside lane;
            pedestrians, cyclists, and                          c)       exclusive or peak period bicycle
            discharge of stormwater run-off from                lane;
            contributing     catchments    and     the          d)       advisory treatments such as
            preservation of all weather access;                 Bicycle Awareness Zone;
c)     kerb and channel—                                       e)        shared parking / bicycle lane;
       i. controls vehicle movement by delineating             f)        contra flow bicycle lane; and
            the carriageway for all users;                     g)        bus/bicycle lane.
       ii. conveys road pavement run-off to
            stormwater drainage in a manner that S22.4 The provision of bicycle lanes at S22.4 Not applicable.
            allows the road to be trafficable in Q100 intersections is generally in accordance with
            ARI local rainfall events; and              AUSTROADS Part 14, section 5 and the Manual
d)     verges and footpaths provide—                    of Urban Traffic Control Devices (MUTCD) Part 9.
      i. safe access for pedestrians and cyclists clear
           of obstructions;
       ii. an access area for vehicles onto
            properties;
       iii. a corridor allocated for services and
            utilities; and
      iv. additional amenity for minor roads.

O23                                                    S23.1 Stormwater drainage planning, design and RO23 Stormwater drainage will be designed and
Stormwater drainage infrastructure is planned, construction is in accordance with Section 4 of             constructed in accordance with Section 4 and
designed and constructed to—                           PSP5 Engineering Design Standards – Roads,          6 of the PSP5 Engineering Design Standards
a)      be accessible, cost effective and easily       Drainage and Earthworks;                            and the QUDM.
        maintainable;                                  AND
b)      protect downstream capacity;                   S23.2 As Constructed data is submitted in
c)      protect downstream water quality;              accordance with Section 6 of PSP5 Engineering
d)      maximise on-site stormwater retention and      Design Standards – Roads, Drainage and
        retardation; and                               Earthworks;
e)      convey run-off to stormwater drainage in a AND
manner that allows roads to be trafficable in Q100 ARI S23.3 Stormwater drainage planning, design and
local rainfall events.                                 construction is in accordance with the
                                                       Queensland Urban Drainage Design Manual.