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Revised Proposal Plans

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Plans and drawings

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                                                                    GENERAL
                                                                    NOTE       NOTES FILLING IS PROPOSED THEREFORE PO 10 & PO 11 A
                                                                         - NO ADDITIONAL
                                                                     works do not protrude through a batter line of 1:4.5 measured from the centre line of the revetment wall;
                                                                     there is no additional load placed on the revetment wall;
                                                                     works do not pose a risk to the membrane adjoining the revetment wall;
                                                                     the watercourse and surrounding land uses and the amenity of watercourse are not adversely
                                                                     affected by development (building works, filling or excavation)




                                                                          proposed stair open
                                                                          under. no reduced
                                                                          water storage
                                                                          1 in 4.5 gradient envelope
      existing verandah and balcony                                       from revetment wall
      open under for water storage                                        shown blue dotted
      flood hazard overlay code
                                                                          existing ground line
                                                                          between revetment
                                                                          wall and house shown brown


                                                                         existing revetment wall and water level


               existing footing       new ground level
               for existing           and steps to landing
               residence unaltered    shown in green


     TYPICAL CROSS SECTION HOUSE TO REVETMENT WALL
     NOTE - NO ADDITIONAL FILLING IS PROPOSED THEREFORE PO 10 & PO 11 ARE SATISFIED

                                                                                                     DRAWING PREPARED BY DEZIGNTEAM PROJECTS PTY LTD
                                                                                                     BUILDING DESIGN OPEN QBCC Licence Number: 15268548
PROPOSED ALTERATIONS AND                 QUAY WEST                      DWG NO- DZT NOOSA / A 302 (5) SCALE 1:100 @ A3 DATE 18-02-2022

PROPOSED SHADE STRUCTURE ROOF            LOT 5 GTP 104767 5/19 LABURNUM CRESCENT NOOSAVILLE QLD 4566
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Revised Proposal Plans .pdf · 67 KB (small file)

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