Delegated Report - Code - Planning MCU25 0067 (As Published)

                    c. windows and doors use translucent glazing to obscure views; or
                    d. windows or balconies are offset by 45 degrees or more.
               Editor's note — refer to figure AP3-1C
               The windowsill heights are to be conditioned to have a minimum sill height of 1.7 metres above
               finished floor level, where not screened by a landscaped planter box, or a fixed screen. The
               balconies along the northwestern and southeastern elevations balustrade are to be non-
               transparent to ensure no overlooking into adjoining properties of private open space and screened
               as illustrated on the plans. The elevation plans and where relevant the floor plans are required to
               be amended accordingly.
               The development will be conditioned to comply with the Acceptable Outcomes.


               5.     CONSULTATION
               5.1. Referral Agencies
               Not Applicable
               5.2. Internal Council Referrals
               The application was forwarded to the following internal Council officers for review and/or comment:
               •      Development Engineer, Development Assessment
                      Waste
                      An amended Waste Management Plan (WMP) was provided in response to Council’s further
                      advice. The WMP has adopted the recommendations provided by Council’s waste team.
                      Earthworks
                      The information request and further advice issued by Council requested further detail
                      regarding the earthworks and levels of adjoining properties. The response provided notes
                      neighbouring access consent was sought for survey, though no response was provided by
                      the neighbours. It has been noted by Council, and acknowledged by the applicant, that
                      survey of adjoining property levels will be required as part of the detailed design/operational
                      works phase.
                      Landslide Hazard
                      The site is affected by the Landslide Hazard Overlay, a Geotechnical Investigation Report
                      has been provided, concluding a low risk of slope instability.
                      Stormwater
                      A lawful point of discharge is achieved via a new connection to the existing 450mm dia.
                      underground stormwater pipe within Bottlebrush Ave. The existing underground pipe
                      alignment follows kerb and channel on the opposite side if bottlebrush Ave, external works
                      will be required to trench through the road reserve and construct a new pit, administered
                      through an operational works application.
                      A stormwater management plan (SWMP) has been submitted addressing stormwater
                      quantity, on-site stormwater detention (OSD) is proposed to address stormwater quantity.
                      Water quality treatment is not required as per SPP & NC PSP.
                      Water Efficiency
                      A further advice item was requested by engineering to address the requirements of the
                      Sustainable Building Design Code; 3,000 litres of rainwater storage per dwelling or a water
                      balance equation integrated into a stormwater management plan. The item was not included
                      in the further advice and was not addressed. Relevant conditions to be applied to address
                      as part of the operational works assessment.
                      Sewer



Document Set ID: 23854028
Version: 14, Version Date: 13/08/2026