SUPERSEDED Reference Document - MCU22/0202

  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

Document Set ID: 22623753
                                                                                                                                                                                                                                                                                                           KATIE ROSE COTTAGE HOSPICE                                                     Checked by                -   Scale   1 : 350           Wind Category   TBC

Version: 1, Version Date: 17/10/2023