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SUPESEDED - Preliminry Amended plans - MCU19-0143

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

36.87




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             35
                                                      ER




                                                                                                                                                                                                                                                           37.32
                                                                                                                                                                                      Trunk .200




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PI NT 79
                                                                                                                                                                                                                                                                         GATE




                                                                                                                                                                                                                                                                                          5
                                                                                                                                                                                                                                                                                                                                                                      GATE 36.79                              36.77




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Y
                                                                                                                                                                                      TREE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      E 5.
                                                                                                                                                                                                                                                                                         37.2
                                                              37 .80T            POWER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     T R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    36.03CR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      K
                                                                       K




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3T
                                                                3737.66.8         POLE                                                                                                                                                                                                                                                                                                                                                                                                   POWER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          POLE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              35




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E
                                                               37 .69




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   D
                                                                                                   37 .71T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SI
                                                                                                          K
                                                                                                                                     37.61TK
                                                                                                                                                                                                                                                                                                              STOP
                                                                                                                                                                                                                                                                                                              VALVE                                                                                                                                                                                                                               TBM                                                                                                                           36.0
                                                                                                               ROOFW                                                              37.43TK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                K
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SCREW IN KERB
                                                                                                                    AT                                                                                                                                                                                                                                                                                                                                    36.07T
                                                                                                                OUTLE ER                                                                                                                  37.21TK                                                                                                                                                                                                                                                                                               RL 35.925
                                                                                                                     T                                                                                                                                                                                                                                                                                          36.22TK
                                                                                                                                                                                                                                                                                                36.93TK
                                                                                                                                                                                                                                                                                                                                               36.64TK
                                                                                                                                                                           CONCRET
                                                                                                                                                                                  E Kb & Ch

                                                                                                                                                                                                                                                                                                                           Ht 2
                                                          37 .8 3C
                                                                  R                                                                                                                                                                                                                                                        Spread 2                                                        Ht 4
                                                                                                                                                                                                                                                                                                                           Trunk .200
                                                                                                                                                                                                                                                                                                                                                                                           Spread 4
                                                                                                                                                                                                                                                                                                                           TREE                                                            Trunk .200
    5




                                                                                                  37.67CR
   38.4




                                                                                                                                                                                                                                                                                                                                                                                           TREE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              35.78CR
                                                                                                                         6
                                                                                                                      37.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        35.8
                                                                                                                                                                            37.40CR
                                                                                                                                                                                                                                                                                      ROAD CROWN
                                                                                                                                                                           37.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       35.78CR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .8
                                                                                                                                                                                                                                                            37.13CR                BITUMEN SURFACE                                                                                                                                                                                                                     35.99CR
                                                                                                                                                                                                                                           37.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   35
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .0
                                                                                                                                                                                                                                                                                     0


                                                                                                                                                                                                                                                                                                                                                                                 36.51CR




                                                                                                                                                                                                                                                                                                                                                                                                                                                          .2
                                                                                                                                                                                                                                                                                                                  8




                                                                                                                                                                                                                                                                                                                                                                                                      .4
                                                                                                                                                                                                                                                                                  37.




                                                                                                                                                                                                                                                                                                                                                      6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               36
                                                                                                                                                                                                                                                                                                               36.




                                                                                                                                                                                                                                                                                                                                                                                                                                                        36
                                                                                                                                                                                                                                                                                                                                                   36.




                                                                                                                                                                                                                                                                                                                                                                                                    36
                                                                                                                                                                                            MARGIT
                                                                                                                                                                                                                                                                            CRESCENT
                         2
                        38.2




                                                                                                                                                                                                                                                                                                               8
                                                                                                                                                                                                                                                                                                             36.7




                                                                                                                                                                                                SITE CONTOUR PLAN
                                                                                                                                                                                                SCALE 1:200




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          35.4
FOR CONSTRUCTION
                                                 No.                                       Description                                                                            Date                                                             Tracy Dowden - Building Designer                                                                                                          Client:                                        Richard & Jodie Thomas
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Site Contours




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              19/12/2019 11:31:51 AM
                                                  15                  Prelim WD's Rev 1                                                                                      28/10/19
                                                  16                  Prelim WD's Rev 2                                                                                       6/11/19                                                                                        QBCC: 1009413                                                                                                   Description Proposed duplex
                                                  17                  For Construction WD's                                                                                  11/11/19                                                                                                                                                                                                                                                                                                                                                                                                                              Project number                                                                                    5VEN
                                                  18
                                                  19
                                                                      For Construction WD's Rev 1
                                                                      For Construction WD's Rev 2
                                                                                                                                                                             12/12/19
                                                                                                                                                                             16/12/19
                                                                                                                                                                                                                                                                                                                                                                                             Site Address: 5 Ventura St
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Sunrise Beach Qld
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Date                                                                                        22/4/19                       A102
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Drawn by                                                                                              T.D
                                                  20                  For Construction WD's Rev 3                                                                            19/12/19
                 QBCC Lic 1184982                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Checked by                                                                                            T.D         Scale          1 : 200

                                                                                                                                     THIS DESIGN REMAINS THE COPYRIGHT OF THE DESIGNER.
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