STP22-0347 DA Engineering Report RFI Response Rev C

                                                                                                    STP CONSULTANTS



5.      Roadworks and Traffic Impact
5.1      PARKING AND ACCESS
         The access to the site will remain mostly unchanged as a result of this development. As there is no change to the
         number of beds proposed, there is no additional demand for parking or impact on external traffic. Additional
         parking and manoeuvring areas are proposed however, to provide better amenity and accessibility for current staff
         and visitors. The turning paths shown below, indicate that sufficient area is available for all proposed vehicles
         using the site.




        Figure 5.1 – Refuse area and delivery area vehicle manoeuvres (Refer Appendix A).


5.2      PROPOSED FIRE TRACK & CONSTRUCTION ACCESS
         The rear access track will be upgraded to a 5.0m wide gravel formation of 200mm crushed rock base over a
         trimmed and compacted subgrade. The profile will consist of a 4% one-way crossfall (4.0m carriageway width
         with 0.5m shoulders) designed to shed runoff without concentration of flow. The two crossing points will be
         constructed as rock causeways. This will provide permanent access for fire monitoring purposes as well as
         suitable access for construction vehicles. Typical details are included in Appendix B.




6.      Conclusions
         The proposed development is in complete compliance with Development Codes 9.3.4 Special Residential Code
         and 9.4 Works Code.




Civil Engineering Report & Site Based Stormwater Management Plan | STP22-0347                                        11