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response to information request
3 February 2021 Patrick Murphy Noosa Council [email protected] RE: Response to Information Request (MCU20/0136) – Shops and Offices situated at 41 Sunshine Beach Rd, Noosa Heads (BUP3943) Council issued a further information request on 17 December 2020. The applicant provides the following additional information in response to the items: 1. Provide longitudinal section for the proposed stormwater pipeline from the parking area to the Council’s existing stormwater system including the actual invert level of the existing receiving stormwater pit. Also, consideration should be given to providing drainage works to connect existing stormwater drainage pipeline within the road verge (within garden and public path along the frontage to Berrima Row) into the existing kerb inlet pit, in lieu of its existing kerb outlet/s in Sunshine Beach Road. SCG Consulting Engineers have provided a response in Attachment 1. ------------------------------------------------------------------------------------------------------------------ 2. Council’s mapping system indicates an existing stormwater pipeline (300mm) runs near/at the north/west corner of the site (refer to the attached snipping tool map below). This pipeline has not been indicated on the submitted survey and/or the engineering plans. It is necessary that the location and level/s of this pipeline be investigated and any impact on the building works design near this pipeline be assessed and addressed. A drainage easement may be required over the zone of influence of this stormwater pipeline. SCG Consulting Engineers have provided a response in Attachment 1 and the associated survey file (.dwg). ------------------------------------------------------------------------------------------------------------------ 3. Longitudinal cross sections for the left and right lanes/edges of the driveway are required including B99 vehicle templet to demonstrate no scraping or bottoming down for standard vehicles, the longitudinal sections must extend from the centreline of the road formation to the basement floor level. Also the longitudinal sections must confirm that the crossover match the public pathway profile. SCG Consulting Engineers have provided a response in Attachment 1. ------------------------------------------------------------------------------------------------------------------
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