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Drive - 22 Key Ct, Noosa Heads - OPW24.0137

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                  DRIVEWAY CONSTRUCTION INCLUDING CROSS
                                                                                        LINDSAY CONSULTING PTY
                                                                                                           LTD
                    OVER AND PROFILE IN ACCORDANCE WITH
                  RS-049 REV E DATED 01/19 & RS050 REV E 06/14




Proposed Garage
   FFL 2.700
                                                                 TYPICAL LONG SECTION
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                                                                                                         Boundary
         Existing Services. Location and depths to
         be confirmed onsite prior to construction.
               Builder to ensure adequate cover is
                                         achieved
                                                                                                                                                                   LINDSAY CONSULTING PTY
                                                                                                                                                                                      LTD


                                                                                                                                       Proposed Garage FFL 2.700




                                                      Kerb Invert
                                                                    1 in 8            1 in 40                       1 in 18




   DATUM RL = -2.000

   FINISHED SURFACE LEVEL

                                                      2.070



                                                                             2.250



                                                                                                2.285

                                                                                                          2.330




                                                                                                                              2.700
   EXISTING SURFACE LEVEL
                                                      2.070



                                                                             2.220



                                                                                                2.245

                                                                                                          2.260




                                                                                                                              2.300
                                                                             +0.030



                                                                                                +0.040

                                                                                                          +0.070




                                                                                                                              +0.400
   CUT / FILL DEPTH
                                                      0.000




                                                                                                                              10.420
   CONTROL LINE CHAINAGE
                                                                             1.500



                                                                                                3.000

                                                                                                          3.820
                                                      0




TYPICAL LONGITUDINAL SECTION

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