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Plans for Exemption Certificate · EXE24/0009

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Original PDF page 5, section 2. The text section number identifies this passage in the reader.

ee
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.37                                                                                                                                            2.35
                                                                                                                                                                                                                                                                                                                                                                           2.70                                                                                                                                2.43




                                                                                                           t br ~
                                                                                                         s     r




                                                                                                                                                                                                                                                                                                                                                                                           Block Retainning Wall
                                                                                                       ea me                                                                                                                   18
                                                                                                                                                                                                                           N21 1
                                                                                                  r th sum                                                                                                                    858                                                                                                                                          2,010                                                                                                                                                                                                                                                                                                                                                                                                                                  2,002
                                                                                                No ~
                                                                                                                                                                   Rid
                                                                                                                                                                  RL ge
                                                                                                                                                                    :9.3                                                                                                                                                                                                   UPPER                                                                                                                                                                                                                                                                                                                                                                          GATE                                                    UPPER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.56
                                                                                                                                                                         0


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1,538 GF




                                                                                                                                                                                                                                                                                                                                             24.512m, 334° 14' 2"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    WALL BELOW                                                                                                                                                                                              WALL BELOW
                                                                                                                                                                                                                                                              Gu
                                                                                                                                                                                                                                                             RL tter
                                                                                                                                                                                                                                                               :6.7
                                                                                                                                                                                                                                                                    9                                                                                                                                                                                                                                                                                                     PROPOSED                                                                                                                                                                                                                                                                                                                                                                RP8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        283
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        813

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RESIDENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              75
                                                          s




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    22.378m, 154° 14' 2"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ROOF BELOW
                                e
                                                                                                                                                                                                                                                                                    Gu



                             ez
                                                                                                                                                                                                                             R                                                     RL tter
                                                                                                                                                                                                                          RL idge                                                    :6.8
                                                                                                                                                                                                                                                                                          0


                          re
                                                                                                                                                                                                                            :7.6

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           GF SL 2,900
                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Do

                        b
                                                                                                                                                                                                          Do                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     uble




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2.4
                                                                                                                                                                                                            uble

                   st     r ~
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Dw Store
                                                                          So




                                                                                                                                                                                                           Dw Store                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ellin   y

               w ei n t e                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  UF SL 8,710
                                                                                                                                                                                                              ellin   y                            R                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     g
                                                                                                                                                                                                                    g                           RL idge




                                                                                                                                                                                                                                                                                                                                                                                                                                         WALL BELOW
                                                                                                                                                                                                                                                  :7.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.4
             h
                                                                                                                                                                                                                                                       8                                                                                                                                                                                                                                                       2.43



           ut ~ w
                                                                                                                                                                                                                                                                    Rid
                                                                          u t h~ y e




                                                                                                                                                                                                                                                                                                                                  TR
                                                                                                                                                                                                                                                                   RL ge                                                        He E
                                                                                                                                                                                                                                                                                                                                     E
                                                                                                                                                                                                                                                                     :6.8


     So
                                                                                                                                                                                                                                                                          1                                                        ig
                                                                                                                                                                                                                                                                                                                               Dia ht=5
                                                                                                                                                                                                                                                                                                                                  =      m
                                                                                                                                                                                                                                                                                                                              Sp 300m
                                                                                                                                                                                                                                                                                                                                rea
                                                                                                                                                                                                                                                                                                                                    d=3 m
                                                                                                                                                                                                                                                                                                                                       m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.40
                                                                                                                                                                                                                                                                                                                                                                                  2.76     2.39                                                                              2.38
                                                                                                                                                                                                                                                                                                                                                                       2.26                                                                                                                                                                                                                                                                                                                                                                                                                                     2.40
                                                                                ea ar ly




                                                                                                                                                                                                                                                                                                                                   Rid                                                                                                                                                                                                                                                                                                                                                            2.42
                                                                                                                                                                                                                                                                                                                                  RL ge
                                                                                    st




                                                                                                                                                                                                                                                                                                                                    :6.8
                                                                                                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.50                                                                 COLORBOND CUSTOM ORB
                                                                                                                                                                                                                                                                                                                                                                                                                                                GARAGE                                                                                                           ROOF [email protected]° PITCH                                                                                                                                                                                                                          1,538 GF




                                                                                                                                                                                                                                                                                                                                                                              2.6
                                                                                       br ~




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             GARAGE WALL
                                                                                                                                                                                                                                      Gu
                                                                                                                                                                                                                                     RL tter
                                                                                                                                                                                                                                       :5.4
                                                                                                                                                                                                                                                                                                                                                                       2,010                                                                                                                                                                                                                                                                                                                WALL BELOW                                                                                                                                                                               EXISTING METER BOX.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2,002
                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.4
                                                                                                                                                                                                                                                                                                                                                                       UPPER
                                                                                          ee




                                                                                                                                                                                                                                                                                                                                                                       2.56




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5,970 LIFT WALL-RELAX. REQ.
                                                                                                                                                                                                                                                                                                                      1,500 GF                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    UPPER                                                              NOTE: UNDERGROUND ENERGEX




                                                                                                                                                                                                                                                                                                                                                                                                                                                      6,000 GF GARAGE WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ROOF OVER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ROOF BELOW                                                     ROOF OVER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LOCATION NOT PROVIDED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.38
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     MRA TAKES NO RESPONSIBILITY
                                                                                        ze




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         5,200 GF-RELAX. REQ.
                                                                                                                                                                                                                                                                                                                                                                                                                         UPPER EAVE (OMP)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2.42




                                                                                                                                                                                                                                                                                                                                                                                                                         5,660 RELAX. REQ.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Lot 182
                                                                                                                                                                                                                                                                                                     Gu
                                                                                                                                                                                                                                                                                                    RL tter
                                                                                                                                                                                                                                                                                                      :5.0
                                                                                                                                                                                                                                                                                                           9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FOR ACCURACY

                                                                                                                                                                                                                                                                                                G
                                                                                                                                                                                                                                                                                                                                                                     1.8m HIGH
                                                                                          s




                                                                                                                                                                                                                                                                                                                                                                                         2.4
                                                                                                                                                                                                                                                                                            URIN                                                                                                                                                                                                                                                                                                                                                                                                2.36
                                                                                                                                                                                                                                                                                        HBO MP
                                                                                                                                                                                                                                                                                                                                                                     W/CHAIR                                                                                                                                                                    2.4                       2.41
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.36                   2.35


                                                                                                                                                                                                                                                                                                                                                                     STORE
                                                                                                                                                                                                                                                                                   NEIG,229 O


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.37

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             LEVELS SUPPLIED BY:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.40                                                                                                                                                       2.46                                  FOCUS ON SURVEYING
                                                                                                                                                                                                                                                                                      4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              <2m HIGH                                                                                                                                                                                                                                                                                                                                         DATE: 09.08.23
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       <2m                                                 DRAWING: TAY-330.DET.01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               FENCE
                                                                              RPD                                                                                                                                                                                                                                                                                                                                                                                                                                                                LB                                                                                                   <2m HIGH FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.33                                       BREEZE BLOCK FENCE                                                                        HIGH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FENCE
                                                                              LOT 182 on N.218.58
                                                                                                                                                                                                                                                                                       2.42                                                                         2.49                                                                                                                                                                                                                                                                                                                                   2.34                                                                                                                                                                       2.40                                                                           2.44

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          26.519m, 244° 14' 2"                                                                                                                  He TRE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              610 GF
                                                                                                                                                                                                                                                                                                                                                                                                                                         EXPOSED AGGREGATE                                                                                                  2.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 He
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ig GU
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2.34                                                 Dia ight= E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 =
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Sp 600m m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           GU
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               M


                                                                              PARISH of WEYBA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         He
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Dia ht=1 M
                                                                                                                                                                                                                                                                                                                                                                                                                                              DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               rea                                                                          ig                                                2.38
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   =     2                                                                         d=9 m                                                                Dia ht=9
                                                                                                                                                                                                                                                                                                                                       2.4                                                                                                                                                                                                                                                                                                                     Sp 600m m                                                                              m                                                                    =
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Sp 400m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 rea
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     d=7 m                                                                                                                                               rea
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             d=5 m                                                                               Concrete
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        m
                                                                                                                                                                                                                                                     Co                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.36                               m


                                                                              COUNTY of MARCH
                                                                                                                                                                                                                                                           ncre                                                                                                                                                                                                                                                                                                                                                                 2.21                                                                                                                                                                                                                                                                                                                               2.36
                                                                                                                                                                                                                                                                  te

                                                                                                                                                                                                                                                                                 2.28                                                                                                                                                                                           3,000                                                                                                                                                                                                                           2.29


                                                                              SITE AREA: 622 m2
                                                                                                                                                                                                                                                                                                                                                                                                                           2.21                                                                         2.22                                                                                                                                                                               2.27
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.2                                                                                                                                                                                                                                                                                                                                                                       Driveway
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2.23                                                                            2.29

                                                                                                                                                                                                                                                                                                                                                                                                                               DRIVE WAY TO BE IN ACCORDANCE                                                                                                                                               2.15

                                                                              FOOTPRINT: 233.63 m2                                                                                                                                                                              2.20                                                                                2.19
                                                                                                                                                                                                                                                                                                                                                                                  2.2
                                                                                                                                                                                                                                                                                                                                                                                                                    2.18       WITH NOOSA COUNCIL REGULATIONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                     2.16                                                                                                    2.14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2.18              2.17                                                                                                                               2.19
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.23



                                                                              SITE COVERAGE = 37.5%                                                                                                                                                                      2.09                                                                                  2.08                                                                                                             4,000                          2.05
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.03
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2.04
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.03
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.09
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.13




                                                                              LOCAL AUTHORITY = Noosa Council                                                                                                                                                                                                    Parking Bay




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SITE PLAN                                                                                                                                                                                                                                                                                                                                                                                                             1:200
                                                                                                                                                                                                          P R O P O S E D RESIDENCE
                                                                                                                                                                                                          D. H o c k e y & P. H e w i s h                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0 1 2 3 4 5
                                                                                                                                                                                                          L O T 18 2 (6) K E Y CRT . N O O S A


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   STATUS - Prelim-A                                                                          DATE    16/1/2024
                                                                                                                                                                                                                                                                                                                                                                                         P R O P O S E D R E S ID E NC E                                                                                                                                                                                                                                        D. Ho c k e y & P. Hew i s h                                                                                                                                                                                                       DRAWN - BJW                                                                                CHECKED BY: MPR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROJECT NO       SHEET SIZE                                                                SHEET NO.
                                                                                                                                                                                                                                                                                                                                                                                         L O T                                                  18 2                                      (6)                         K E Y                     C R T .                                          N O O S A                                                      N O O S A                                                                                                                                                                                                                          23008                                                                           A3
  1/ 3 3 P r e m i e r C i r c u i t , W a r a n a , Q L D 4 5 7 5 P / / 0 7 5 4 9 3 5 9 0 8 E / / a d m i n @ m r a d e s i g n . c o m . a u
  (POWDERDAY
GSPublisherVersion    PTY LTD) QBCC LIC. NO. 113 5 15 6

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