Skip to the record
The first. The best. The only NoosaWatch™.

Council archive · source document

2017-05-04_Request for Extension to Relevant Period_REV A · 152006.1999

Attached to the e-mail Request for Extension to Relevant Period 152006.1999.01.

of 26

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

Check the original when the exact wording matters.

               Specific Outcomes                         Probable Solutions                             Comments
 accommodation unit component of an
 Entertainment and dining business
 Type 3— the maximum gross floor area
 is equivalent to the maximum allowable
 population in persons multiplied by
 40m².
 O10 For the Neighbourhood Centre
 Zone and the Business Centre Zone the
 maximum plot ratio does not exceed—
 a) 0.8:1 for the first 2,000m² of site
 areas; plus
 b) 0.3:1 for the balance of the site areas
 in excess of 2,000m².
 Flooding and drainage                        S11.1 For new buildings or structures or     O11 - Complies. Reference is made
 O11 Buildings and other works are            additions of more than 50m2 gross floor      to the requirements of the current
 designed and sited to—                       area to an existing building or structure,   conditions 68 to 73 with respect to
 a) provide flood free access to premises     floor levels for habitable rooms are—        possible flooding.
 and flood free habitable areas;              a) for areas where minimum floor levels
 b) allow only minor, short term and          are available—not less than the              A dwelling house on each lot will
 infrequent flooding of non-habitable         specified level;                             need to comply with relevant
 areas;                                       b) for areas where flood modelling is        freeboard and habitable floor levels
 c) ensure carparking areas can be            available—a minimum of 300mm                 requirements (if necessitated) as
 adequately drained;                          above the modelled flood level; and          part of subsequent building works
 d) ensure drainage does not adversely        c) for areas where flood modelling is not    application approval process in
 impact upon other premises; and              available, a minimum of 300mm                accordance with QDC, BCA and
 e) ensure filling or excavation does not     above the highest known flood level;         Council’s requirements at the time
 adversely impact upon other premises         AND                                          of lodgement.
 by—                                          S11.2 Where Council infrastructure is
           i.      causing ponding of         available—
                   water on the site or       a) any drainage (from buildings and
                   nearby land;               land) flows to that infrastructure; and
           ii.     increasing flooding,       b) the infrastructure has the capacity to
                   which adversely affects    accept any additional loading;
                   the safety or use of any   AND
                   land upstream and          S11.3 For Residential Uses—
                   downstream; and            a) where slab on ground construction is
           iii.    adversely affecting the    used, filling does not extend more than
                   flow of water in any       1m beyond the building footprint and
                   overland flow path.        access to car parking areas, measured
                                              from outer walls of the building; or
                                              b) the design consists of a suspended
                                              floor construction;
                                              AND
                                              S11.4 Car parking and maneuvering
                                              areas are constructed at a level that
                                              permits the parking area to drain from
                                              the site by gravity means, without the
                                              need for mechanical pumping; or
                                              S11.5 Basements for residential uses
                                              have flood immunity above the 1% AEP
                                              defined flood event where alternative
                                              means to mechanical pumping are used
                                              to achieve such immunity; or
                                              S11.6 Basements for non-residential
                                              uses have flood immunity above the 1%
                                              AEP defined flood event that may be



JFP Ref: M1775 REV. A                                                                                                    Page 12

Used in these records

About this file

File size
1.4 MB (small file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

2017-05-04_Request for Extension to Relevant Period_REV A.pdf · 1.4 MB (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”.