Delegated Report - Code - Planning OPW26 0033 (As Published)

                      a.      the design CBR must be based on the four-day soaked CBR value for the subgrade
                              material;
                      b.      the design subgrade CBR must be representative of each homogenous insitu section
                              of finished subgrade. With respect to each section:
                              i.       for four or less test results, the design CBR must be taken as the least estimated
                                       insitu CBR result; and
                              ii.      for five or more test results, the design CBR must be taken as the 10th percentile
                                       of all estimated insitu CBR results.
                      c.      the samples must be taken generally in the position of the outer wheel path on both
                              sides of the proposed road. A sketch plan showing the location of all tests must be
                              submitted with the test results for pavement design approval.; and
                      d.      where imported material has been (or is proposed to be) used for subgrade
                              replacement, and the depth of the imported material is less than 300mm, the pavement
                              design CBR must be based on the testing results of the insitu material and not the
                              imported material.
               39.    A hold point inspection is required with a Council delegate upon completion of the following
                      stages of road construction:
                      a.      subgrade; and
                      b.      base course (pre-seal).
                      At the time of the inspection(s), the pavement layer must exhibit no visible signs of
                      deformation under proof rolling by a fully loaded water truck to the reasonable satisfaction of
                      Council. The pavement layer will not pass the inspection until this requirement has been
                      achieved.
                      (*) Refer to Advisory Note
               40.    Pavement design for privately owned works must be undertaken in accordance with the
                      relevant standards. Structural integrity of the driveway and car park areas will remain the
                      responsibility of the property owner/developer and must be certified by an RPEQ.
                      Works within Road Reserve/Reinstatement
               41.    Safe pedestrian and vehicle access on all streets in the vicinity of the development must be
                      maintained at all times. Should footpath/road closures be necessary to carry out construction
                      works, Council’s Engineering Officer must be notified prior to the proposed closure and all
                      requirements complied with.
               42.    All frontage works must match neatly with existing road and verge/footpath features.
                      Additional works beyond the frontage may be required to provide an acceptable transition to
                      existing road and verge/footpath profiles.
               43.    Electrical conduits or other services proposed to be installed within existing and proposed
                      road reserves under existing sealed carriageways, concrete pathways, concrete/sealed
                      driveways or significant vegetation must be installed by boring. Trenching is not permitted,
                      unless specifically approved by Council.
                      Pathways
               44.    All pathways must be constructed in accordance with the following requirements:
                      a.      all footpath/cycleway must comply with Council’s Standard Drawing SEQ R-065;
                      b.      provision must be made for disabled access at all kerb crossings associated with
                              pathways, in accordance with Council's current standards;
                      c.      all paths must have a slip resistant surface;
                      d.      expansion and contraction joints must provide a flush finish. Installation of joints by saw
                              cutting is preferred to ensure a smooth ride for cyclists; and

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Document Set ID: 25027781
Version: 3, Version Date: 13/08/2026