BR190571 - BP Noosaville RFI Response Letter

Our Ref: BR190571
Council Ref: OPW20/0108 MCU19/0089

27th August 2020
Noosa Council
PO Box 141
Tewantin, QLD 4565

Re.     BP Noosaville Information Request Response Letter
This letter provides a summary of responses to the items of the information request
received from Noosa Council and dated 28th of July 2020 for the proposed development at
52-54 Mary Street, Noosaville.

Item 1
Issue: Further details are required of the proposed driveway crossovers, particularly their
longitudinal cross-sections and their joining and integration with the proposed new 2.0m
wide pathway.
Information Required:
Provide the following information:
            a. Detailed engineering plans for the proposed three crossovers including:
                          i. All relevant dimensions.
                          ii. The joining of the new pathway with the driveway crossover,
                          demonstrating smooth and compliant grades for pathway, and
                          maintaining effective width of the pathway at 2.0m; and any
                          required pedestrian tactile and/or safety signs.
                          iii. Clearances between the edges of crossovers and existing public
                          services, particularly from the kerb lentil of the existing stormwater
                          pit near Mary Street entry driveway.
            b. Longitudinal cross-sections for the three proposed driveways, prepared by
                 suitably qualified engineer, to demonstrate that a standard passenger car
                 (B99) and AV fuel tanker can enter and exit the development site without
                 scraping the driveway or the road surface, or bottoming down.
      -     ACOR Response:
ACOR can confirm the drawings have been updated to contain further information in
relation to the three crossovers and the tie in with the footpath. The clearances have
been dimensioned on the plans to show the relevant clearances have been achieved.
Long-sections for each of the driveways have been provided on drawings C3.03, the
grades are generally in accordance with the Noosa Council Standard Drawings. The
Weyba Road Crossover varies slightly from the Noosa Standard driveway profile as
the verge width has been significantly reduced in this area.
ACOR have undertaken a vehicle track investigation on the worst driveway and
confirm that the standard vehicles mentioned above will not bottom out, attached in
civil drawings set.




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