Skip to the record
Noosa’s premier civic archive.

Council archive · source document

Attachment 4 - Engineering Report · MCU18/0015

of 59

Text shows just the words. Original shows the document exactly as it was published.

Check the original when the exact wording matters.

Very large file (18.7 MB): the original may take a few minutes to open or download. The page text below is quick to read.

1.0    INTRODUCTION

       Walsh Professional Engineers was commissioned by Innovative Planning
       Solutions, on behalf of David Neate, to prepare a Preliminary Engineering Report
       to support a Development Application to the Noosa Shire Council.

       This report addresses the engineering issues associated with the civil design and
       construction of the proposed development.

       The individual areas of civil design and construction addressed include:
           Access
           Pedestrian Connectivity
           Stormwater Management
           Sewerage Reticulation
           Water Supply
           Electricity and Telecommunications
           Geotechnical
           Earthworks

       This report concludes that there are no major engineering constraints or
       impediments to the proposed development that cannot be overcome with sound
       engineering design.

2.0    SITE DESCRIPTION

       The subject site is located at 27 Attunga Heights, Noosa Heads and is legally
       described as Lot 27 on RP 89506. The land has an area of 1.802ha and contains an
       existing residential dwelling and associated infrastructure (to be removed). To
       the south the site has a frontage of approximately 18.3 metres to the residential
       street of Attunga Heights Road. The remaining perimeter is bordered by existing
       tourist development, to the west (Picture Point Crescent), east (Alma Way) and
       to the north (Halse Lane).

       The subject site generally slopes east north east from a ridge that runs along the
       western boundary and Attunga Heights towards Alma Way. Slope varies from
       20% up to 60%. Elevations range from approximately RL 58m AHD at the
       Attunga Heights Access point to approximately RL 8m at the existing gully
       located towards the north-east corner.

       There is an existing drainage gully which flows in a northerly direction, snaking
       along the eastern boundary. The existing gully has an upstream external
       catchment.

       A site locality plan and aerial photograph are included within Appendix A.
______________________________________________________________________________
C5756/17/Engineering Report - 27 Attunga Heights, Noosa Heads          1
January 2017   JW/jl

Used in these records

About this file

File size
18.7 MB (very large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

Attachment 4 - Engineering Report.pdf · 18.7 MB (very large file)

The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.