court appeal · 152004.240041.3

Noosa Council documents




                          Print Date: 29 October 2018, 3:45 PM


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Noosa Council documents

39. A registered practicing Geotechnical Engineer shall test the existing ground conditions for
suitability of placing additional fill, prior to such fill being placed.

40. Fill shall be compacted to 95% relative dry density as per Main Roads Department Test No.
QBA. A registered practicing Geotechnical Engineer shall supervise the placement of all fill and
shail certify that the fill material has been compacted to the required standard.

44. Any existing fill or natural materials on the site or within the extent of approved works external
to the site which do not satisfy the Manager - Land Development's or a Geotechnical Engineer's
requirements, shall be removed and replaced with suitable material.

Services

42. Easements shall be created over all services to be located within private property in
accordance with Council's Engineering Design Standards.

43. Conduits and kerb markers shall be installed for all necessary service crossings of roads to
Council's satisfaction. An "As Constructed” plan showing the locations of the conduits shall be
submitted to Council prior to acceptance of the works "On Maintenance”.

44. All sag points in trenches excavated for the installation of underground Infrastructure shall be
drained to a drainage pit.

45, Subsoil drains shall be used to ensure pits, manholes or other structures do not dam trenches.

46. Any alteration of a public utility or other facility necessitated by the development of the Jand or
associated construction works either internal or external to the site shall be at no cost to
Council.

Power Supply

47. An overhead power supply shall be provided to each of the proposed lots. No vegetation shall
be cleared as a consequence of providing overhead power supply. In’ this regard the alignment
of the new power supply shall be positioned to minimise vegetation impacts by positioning
overhead power lines in unvegetated sections and on the un-vegetated sides of the roads.

To this extent, an approved ENERGEX Electrical Design Consultant shail work in conjunction
with Council's Manager - Works Support to prepare detailed designs of the electrical proposal.

The detailed deigns shall then be submitted to ENERGEX for approval and a copy of their _
approval submitted to Council in conjunction with a "Certificate of Electricity Supply for
Proposed Subdivisions” (prepared by an approved ENERGEX Electrical design Consultant)
prior to Council endorsing the Plan of Survey.

Any agreement with ENERGEX or an approved ENERGEX Electrical Design Consultant shall
be wholly at the applicant's expense and shall not entail a financial encumbrance on future
purchasers of the proposed lots. ,

48 All proposed buildings sites shall be clear of overhead power lines.

49. ‘The existing power line on proposed Lot 23 shall be relocated to ensure 40 metres separation |
from the proposed house site. The proposed house site location shall be approved by Council
prior to approval of the operational works permit relating to Stage 2.

Telecommunication

50. The requirements for TELECOMMUNICATION services shall be satisfied in relation to the
provision of new telephone services to the proposed lots, In this regard written confirmation
from an approved telecommunication agency shall be submitted to the Council prior to Council
endorsing the Plan of Survey.

Stormwater Drainage

51. All lots that fall away from the street, towards the natural. vegetated gullies at the rear of the
allotment, shall discharge into these gullies. This Stormwater discharge shall be spread over at
jeast two separate points from each allotment and provided with scour protection to avoid
erosion and the risk of slope instability.

52. Plans detailing the proposed site drainage network including plans and longitudinal sections of
pipelines, the location of pits, pipe invert and pit surface levels, junction details, size and class
of pipes, trench conditions and details of surface flow paths together with tabulated hydrologic

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