response to information request MCU · MCU20/0073

   15. Provide updated plans relocating the waste storage area so as not to be
       located on the road frontage and impact of the visual amenity of the area.

The waste storage areas have been relocated inside the basement garage. Two bins are
provided for each unit, with appropriate bin wash facilities to be provided. There is ample
area on Park Cres for bins to be located within the road reserve for collection with waste
management requirements to also form part of the Community Management Statement.

   16. Provide clarification in regard to the proposed direction of traffic entering
       and exiting the site
   17. Provide a longitudinal section of the access driveways. The section must
       extend from the centreline of the formation of Park Crescent to the garage
       level. The section must also include any services, overhead or underground,
       that will cross the proposed driveways
   18. Indicate on the relevant plans the extent of cut/fill in the road reserve
       required to construct the proposed driveways. Please note that the works
       must not include any retaining structures in the road reserve or create trip
       hazards in the road reserve.
   19. Provide a plan of the sight lines/distances at the northern driveway and an
       indication of any works necessary (excavation, clearing etc) to provide the
       required sight lines/distances

See attached plans from SCG Consulting engineers with detailed levels, sections and
swept paths. No retaining works are proposed within the road reserve and appropriate
sight lines are provided to allow for safe access.

   20. Provide a site-specific geotechnical investigation and report for the subject
       site prepared by a suitably qualified person (RPEQ). The investigation and
       report must include recommendations for the foundations for the subject
       development and any measures required to protect the stability of the
       adjoining land/buildings/structures/services during construction and in the
       longer term.

Although the site is not mapped on the steep land hazard overlay, SCG provide a slope
stability report concluding a Low Risk of Landslide hazard across the site. Appropriate
stability recommendations are proposed by the RPEQ also overseeing the construction
works. Further construction management plans and specific piling requirements will be
provided as part of the Operational Works details and when the contractors have been
appointed.

   21. Indicate on the relevant plans the location of the footpath across the frontage
       of the site. The plans must indicate the extent of works required for the
       construction of the path (cut and fill etc). Retaining structures in the road
       reserve are to be avoided where practicable. It is noted that works may be
       required beyond the frontage to connect to the existing pathway network.

A 1.2m wide footpath is included as part of the preliminary engineering design plans to
match in with the footpaths on the surrounding properties. The footpath alignment varies
to ensure clearance of existing infrastructure and is of a width suitable to the narrow road
reserve width between the kerbline and the property boundary.




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