Skip to the record
Every meeting, every word.

Council archive · source document

Scg 31158(L1) · OPW23/0182

of 1

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

                                                                                              SCG Consulting Engineers
                                                                                              ABN 68 669 675 790

12 March 2024
                                                                                              Unit 1/11 Project Avenue,
SCG Ref: 31158(L1)                                                                            Noosaville QLD 4566

By email:    [email protected]                                             P: 07 5455 5604
                                                                                              E: [email protected]

Allegro Capital Nominees Pty Ltd
                                                                                              PO Box 1661,
C/- Pure Building Approvals                                                                   Noosa Heads QLD 4567


                                                                                              scg-engineers.com
Dear Sir/Madam

                   Re: OPW23/0182 ~ Lot 747 TP 48111 #21 Maher Terrace Sunshine Beach

We have reviewed Noosa Council’s request for information dated 21 December 2023 and provide our response
to the Engineering related items.

Issue: Driveway Alignment
   Council has concerns with the design of the proposed driveway due to the existing road
   formation (levels and width) and the apparent changes to the verge area levels that have
   occurred during the construction of the dwelling.

Information Required
    1. Provide comment from the engineer that confirms that the submitted design driveway
        levels are consistent with the current verge area levels. Alternatively, provide an updated
        design plan.
    2.   Provide comment from the engineer that confirms that vehicles (B99) will not scrap or
        bottom out on the road formation or the driveway when entering and exiting the site.
    3. Provide turning templates that clearly indicate that vehicles (B99) can enter and exit the
        driveway from the existing road formation.

Response
  We have reviewed the plans and can confirm the following: -
      1. The proposed driveway levels are consistent with the current verge levels as denoted on the survey
         drawings. The levels are referenced on the attached drawing.

        2. The driveway profile has been designed in accordance with section 2 of AS2890 and in particular
           section 2.5.3.

        3. Turning templates have been added to the attached drawing. These clearly demonstrate that the
           driveway can be accessed from the existing road alignment.

If you require any further information, please do not hesitate to contact our office.

Yours faithfully



NICK WARD – RPEQ 13536
For and on behalf of
SCG CONSULTING ENGINEERS

Enc     Kelder Architects Drawings Number: 2008 – A_CD_9000.Rev 02.

Used in these records

About this file

File size
193 KB (small file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

SCG 31158(L1).pdf · 193 KB (small file)

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”.