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Appendix B - Engineering Plans

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Plans and drawings: the text below has words only, no drawings.

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                                                                                                                                         VERTICAL SIMULATION HAS BEEN
                                                                                                                                         PERFORMED BY AUTOTURN PRO AND NO
                                                                                                                                         CONFLICTS WERE TRIGGERED OVER THE                                      LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                   LTD


                                                                                                                                         LONG SECTION FOR A B99 VEHICLE




                                                                                                          Boundary
                                                                                                                                                                 Rollover
                                                                        Existing
                                                                        Footpath       1 in 10                                         1 in 8
                                                                                                                                                                                     Proposed Garage FFL 2.75




                                                  Kerb Invert
     Existing Services. Location and depths to
     be confirmed onsite prior to construction.
           Builder to ensure adequate cover is
                                     achieved


  DATUM RL = 0.000

  FINISHED SURFACE LEVEL
                                                  1.000



                                                                1.200


                                                                              1.230



                                                                                                 1.400


                                                                                                                     1.585




                                                                                                                              1.875




                                                                                                                                            2.170




                                                                                                                                                        2.550



                                                                                                                                                                            2.750
  EXISTING SURFACE LEVEL
                                                  1.000



                                                                1.200


                                                                              1.210



                                                                                                  1.220


                                                                                                                      1.225




                                                                                                                               1.230




                                                                                                                                                1.235




                                                                                                                                                        1.240



                                                                                                                                                                            1.240
                                                                              +0.020



                                                                                                 +0.180


                                                                                                                     +0.360




                                                                                                                              +0.645




                                                                                                                                            +0.935




                                                                                                                                                        +1.310



                                                                                                                                                                            +1.510
  CUT / FILL DEPTH
                                                  0.000



                                                                0.000




                                                                                                                                            10.100




                                                                                                                                                        12.600



                                                                                                                                                                            14.300
  CONTROL LINE CHAINAGE
                                                                1.700


                                                                              2.850



                                                                                                 4.550


                                                                                                                     5.900




                                                                                                                              8.000
                                                  0




LONGITUDINAL SECTION 1
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