4. Attachment A - Relevant plans

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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        14/11/2019 5:13:46 PM
                                            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
                                                                                                                                                                                                                                                                                                                                                                                       Site Address: 5 Ventura St
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Sunrise Beach Qld
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Date                                                                                        22/4/19                       A102
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Drawn by                                                                                              T.D
           QBCC Lic 1184982                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Checked by                                                                                            T.D         Scale          1 : 200

                                                                                                                               THIS DESIGN REMAINS THE COPYRIGHT OF THE DESIGNER.