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Appendix B - Code Assessment Report - 6-10 Diamond Street Cooroy - 21.12.18

Attached to the e-mail Commercial Business Type 1 Office, Retail Business Type 2 Shop & Salon & Multiple Housing Type 4 Conventional - 4 units (Architectural Plans & Code Assessment Report) - MCU19/0001.

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Driveways and Carparking Code

The proposed hostel has been assessed against the relevant Specific Outcomes and Probable Solutions prescribed within Tables 14.49, 14.50 and 14.51 of the
Driveways and Carparking Code.


                    Specific Outcomes                                            Probable Solutions                                  Proposed Development

                                                                         Table 14-49 — Driveways
 14.112 General
 O1 Vehicular access does not adversely impact on             S1.1 Vehicular access is located and designed in          Complies
 safety, capacity and operations of the existing or           accordance with AS/NZS2890.1:2004; AND                    Refer to the Code Table Reponses within the
 planned road network, the proposed driveway,                                                                           Traffic Engineering Assessment Report
 cycleways or pedestrian pathway systems.                                                                               prepared by BMC Traffic as enclosed in
                                                                                                                        Appendix C.
                                                              S1.2 Only one footpath crossing is provided; AND          Complies
                                                                                                                        Refer to the Code Table Reponses within the
                                                                                                                        Traffic Engineering Assessment Report
                                                                                                                        prepared by BMC Traffic as enclosed in
                                                                                                                        Appendix C.
                                                              S1.3 Driveways, have a maximum grade in accordance        Complies
                                                              with Council’s standard requirements.                     Refer to the Code Table Reponses within the
                                                                                                                        Traffic Engineering Assessment Report
                                                                                                                        prepared by BMC Traffic as enclosed in
                                                                                                                        Appendix C.
 O2 Driveways and crossovers—                                 S2.1 Design of the driveway across the footpath is in     Complies
 a) are suitable and safe for their intended use; and         accordance with Council’s Standard Drawing                Refer to the Code Table Reponses within the
 b) match Council infrastructure.                             requirements as appropriate for the particular type of    Traffic Engineering Assessment Report
                                                              development as annotated on the drawings; AND             prepared by BMC Traffic as enclosed in
                                                                                                                        Appendix C.
                                                              S2.2 Driveways are designed and constructed in            Complies
                                                              accordance with Council Standard Drawing                  Refer to the Code Table Reponses within the
                                                              requirements, as appropriate for the particular type of   Traffic Engineering Assessment Report
                                                              development as annotated on the drawings; AND             prepared by BMC Traffic as enclosed in
                                        6-10 Diamond Street, COOROY                                                             36
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