2017-11-13 General Committee Meeting Notes

RECOMMENDATIONS ONLY – NOT THE FINAL DECISION OF COUNCIL
GENERAL COMMITTEE MEETING                                                     13 NOVEMBER 2017


    5.    The new road must terminate in a cul-de-sac with a circular turning area of sufficient
          size to accommodate the single forward motion turn of a Waste Collection Vehicle
          (WCV) clear of private driveways on-street parking and speed control devices or if the
          adjoining property to the east (No 28 Elkhorn Drive - Lot 70 M37807) has been
          developed the “access” road formation must extend to and match smoothly with the
          existing formation within Lot 70 M37807, whichever is applicable at the time of
          construction.
    External Works
    6.    Access to proposed Lots 7 and 8 must be from the Road 86419 frontage only (northern
          boundary) and the approved plans amended accordingly. The works must be
          undertaken in accordance with an Operational Works approval and must be
          constructed prior to the sealing of the survey plan. The works must include in particular:
          a.    a half road construction consisting of 3m wide seal, kerbing and channelling and
                extending from the Tait Street formation for a distance of 40 metres from Tait
                Street (western boundary of Lot 6) terminating in a temporary turnaround;to the
                eastern boundary of proposed Lot 8
          b.    the intersection with Tait Street;
          c.    the northern half of the new road constructed with a gravel formation;
          d.    the realignment of the existing vehicle track to join to the end of the southern half
                of the new road;
          e.    the removal of the redundant sections of the existing vehicle track and the areas
                turfed or grass seeded;
          f.    the construction of the vehicle access to proposed Lots 7 and 8.
    Stormwater Quantity
    7.    The new stormwater works must be constructed in accordance with the approved plans
          and the works must be undertaken in accordance with an Operational Works approval.
    8.    The stormwater elements of the development, including the basin at 14 Eagle Drive,
          are to be built in accordance with the BSM stormwater report Detailed Design of
          Stormwater Detention Volume dated 18.09.2017, letter from BSM dated 13.10.2017,
          letter from Haynes Consulting Engineers dated 11.10.2017 and accompanying plans.
          Where design elements will be finalised at a later stage, these will be in accordance
          with the relevant codes, standards, guidelines and Council’s requirements.
    9.    All basin retaining structures are to be structurally certified to Council’s design life as
          part of operational works design and certification is to be provided to Council prior to
          plan sealing.
    10.   Appropriate protection will be provided against scour at basin inflow and outflow points.
    Stormwater Quality
    11.   Prior to Council accepting water quality treatment device assets “Off Maintenance”, the
          applicant must provide Council with a Schedule of Maintenance Costs for all activities
          undertaken to maintain the bio retention basins in accordance with the most current
          version of Healthy Waterways Bio-retention Basin Maintaining Vegetated Stormwater
          Assets Guidelines. The schedule shall include records of actual costs of maintenance
          work undertaken.



                                                                                       Page 2 of 22