7. Attachment F - Bushfire Hazard Assessment

NOTE:-

THIS PLAN WAS PREPARED TO SHOW THE PROPOSED LOCATION OF THE
HOUSE ON THE SUBJECT LOT AND SHOULD NOT BE USED FOR ANY OTHER
                                                                                                             PROPERTY DESCRIPTION
PURPOSE. THE DIMENSIONS, AREAS, OFFSETS AND RL'S SHOWN HEREON ARE
SUBJECT TO CHANGE DUE TO CONSTRUCTION CONSTRAINTS, GOOD BUILDING
PRACTICES, REQUIREMENT OF COUNCIL AND ANY AUTHORITY WHICH MAY HAVE                                           LOT 6 ON RP225627
REQUIREMENTS UNDER ANY RELEVANT LEGISLATION. IN PARTICULAR, NO
RELIANCE SHOULD BE PLACED ON THE INFORMATION ON THIS PLAN FOR ANY                                            PARISH OF WEYBA
FINANCIAL DEALINGS INVOLVING THE LAND.
THIS NOTE IS AN INTEGRAL PART OF THIS PLAN.
                                                                                                             COUNTY OF MARCH
                                                                                                             NOOSA SHIRE COUNCIL
                                                                                                             LAND SIZE: 10680m²
                                                                                                             EXISTING DWELLING SIZE: 426.5m²
                                                                                                             PROPOSD DWELLING AREA: 424.61m²
                                                                                                             TOTAL AREA: 856.43m²
                                 NORTH                                                                       TOTAL SIZE COVER: 8.2%




                                                                                                                                                    ENTRY




                                                                                                                                                                                                                                                       DROP
                                                                                                                                                                                                                                                        OFF
                                                                                                                                                                                                                                                       ZONE




                                                                        .3
                                                                      40
                                                        .19
                                                      40                 STOP

                                                                        .22
                                                                      40
                                                          .1
                                                        40                               375∅
                                                                                    IL:38.99
                                                                .03         .14
                                                              40          40
                                                                                    .13
                                                                   .03            40
                                                                 40
                                                                                       .14                                                                                                                         SHARED
                                                                                     40                             0
                                                                                                       ST       90 0
                                                                          40
                                                                            .04                                                                                                                                     AREA
                                                                                                         .18
                                                                                                      40
                                                           .85                                                  .21
                                                         39                                      .08         40                                                                                                              PWD
                                                                                                                                                                                               86 . '20"
                                                                                                                                                                                               152




                                                                                               40               0.1
                                                                                                                   1
                                                                                                              4
                                                                                                                                                                                                   011




                                                                                                       .09
                                                                                                                                                                                                    °3




                                                                                            .97      40
                                                                                          39

                                                                                                                  .07                                                                                                                                                                                                                                                              0
                                                                                                                40                                                                                                                                                                                                                                                              .60
                                                                                                                                                                                                                                                                                                                                                                             150 4'0"
                                                                                                                                 4     .2                                                                                                                                                                                                                                      62°
                                                                                                                              0.1    40
                                                                                                                          4




                                                                                                                                              .19
                                                                                                                                            40                   .13
                                                                                                                                                       .21     40
                                                                                                                                                     40
                                                                                                                                                                                                                                                                                                 9   1
                                                                                                                                                                                                                                                                                             161
                                                                                                                                                       .16
                                                                                                                                                     40

                                                                                                                                                                                      .7
                                                                                                                                                                                    39
                                                                                                                        Screw in Kb RL:39.816
                                                                                                                                                                       40
                                                                                                                                                                                                                                                                                                                               181
                                                                                                                                                                                                                                                                                                                                  87




                                                                                                                                                                              .87
                                                                                                                                                                            39
                                                                                                                                                                                                             .36
                                                                                                                                                                                                           39

                                                                                                                                                                                             .64
                                                                                                                                                                                           39
                                                                                                                                                             BE
                                                                                                                                                                DD




                                                                                                                                                                                                                               .92
                                                                                                                                                                                                                             38
                                                                                                                                                                                                                                                  0∅
                                                                                                                                                                                                                                                30
                                                                                                                                                                                                     .49                                  .79
                                                                                                                                                                  ING




                                                                                                                                                                                                   39                                38
                                                                                                                                                                                                                                 IL:
                                                                                                                                                                                TO




                                                                                                                                                                                                                       .29
                                                                                                                                                                                                                     39
                                                                                                                                                                                    NR




                                                                                                                                                                                                                                                EXIT                                         41                                 NOTE: SEALING ONLY TO FRONT SECTION OF
                                                                                                                                                                                                                                                                                                                                DRIVEWAY AND PARKING AREAS (SOUTHERN
                                                                                                                                                                                      OA




                                                                                                                                                                                                                                                                                    .58
                                                                                                                                                                                                                                                                                  40
                                                                                                                                                                                                                                                                                                                                AND WESTERN SIDE).
                                                                                                                                                                                        D




                                                                                                                                                                                                                                .08
                                                                                                                                                                                                                              39

                                                                                                                                                                                                                                                       38
                                                                                                                                                                                                                                                         .93                                                                    GRAVEL TO BALANCE OF AREAS (NORTHERN SIDE)
                                                                                                                                                                                                                                                                                            .67
                                                                                                                                                                                                                                                                                          40

                                                                                                                                                                                                                                                                                 .37
                                                                                                                                                                                                                                                                               38
                                                                                                                                                                                                                                                                         .69                             Project Description
                                                                                                                                                                                                                                                                       38
                                                                                                                                                                                                                                                                 .72
                                                                                                                                                                                                                                                               38


                                                                                                                                                                                                                                                                                                         PROPOSED ADDITIONS
                                                                                                                                                                                                                                                                                                         Project Address                                                                PROPOSED SITE PLAN
                                                                                                                                                                                                                                                                                                         199 BEDDINGTON ROAD, DOONAN QLD 4562




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      4/10/2023 12:27:11 PM
                                                                                                                                                                                                                                                                                                                                                                                        Project number   CCC36387

                                                                                                                                                                                                                                                                                                         Client Name
                                                                                                                                                                                                                                                                                                                                                                                        Date             04.10.2023                     WD.04
                                                                                                                                                                                                                                                                                                                                                                                        Drawn by                AG
                                                                                                                                                                                                                                                                                                         KATIE ROSE COTTAGE HOSPICE                                                     Checked by                -   Scale   1 : 350           Wind Category   TBC