Town_Planning_Report · MCU19/0055

 MATERIAL CHANGE OF USE AND OPERATIONAL WORKS TO ESTABLISH MULTIPLE HOUSING (TYPE 2 DUPLEX)                            8
 27 HILL STREET, SUNSHINE BEACH


         Site Cover           40%                                                        Yes
         Density              4.8 persons                                                Yes
         Parking              Two (2) garage car parking spaces per dwelling.            Yes
         Private      Open    Unit A provides 123m of private open space at ground
                                                   2
                                                                                         Yes
         Space                level and 11.8m2 on the upper level, whilst Unit B
                              provides 35m2 at ground level and an 8.7m2 balcony on
                              the upper level.
         Plot Ratio           0.46:1                                                     No, as discussed in section
                                                                                         5.4.4.
         Landscaping          A majority of the frontage is landscaped with a 1m         Yes
                              buffer, although there are some parts of the frontage
                              where the fence is on the property boundary, although
                              these parts will provide landscaping within the road
                              reserve, to provide the same effect.
         Setbacks             Front – 6m to each road frontage.                          Yes
                              Sides – 2.015m to the western boundary and 1.534m to
                              the southern boundary.
                              Rear – there is no rear boundary.


 4.2    Operational Works
 20.    As detailed within the introduction of this Town Planning Report, the application also seeks approval for
        the Operational Works necessary to establish the Material Change of Use. In support of this component,
        the following information has been provided:
            •      Landscape Plans, prepared by Studio8 (refer to Appendix 4);
            •      Operational Works Plans prepared by Construction Hydraulic (refer to Appendix 5), which include
                   a Stormwater Drainage Plan and Erosion & Sediment Control Plan; and,
            •      Crossover and Driveway Design plans prepared by Structures Engineering (refer to Appendix 6).

4.2.1   Stormwater
  21.   As demonstrated on the Stormwater Drainage Plan prepared by Construction Hydraulic (refer to Appendix
        5), the proposed development will ensure the site is graded appropriately, to direct all stormwater toward
        the lawful point of discharge, being the Henderson Street/Hill Street road frontages.

 22.    Given the scale of the development, no specific Stormwater Quality Improvement Devices are required to
        be provided, and the level of run-off quality will be within the acceptable ranges for residential
        development.

4.2.2   Sewer and Reticulated Water
  23.   The proposed development intends to utilise the existing sewer and water infrastructure located within the
        road reserve to the east of the site, as shown below within Figure 6:




 ANDREW PANNIFEX
 MAY 2019