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MCU14/0106 Appendix E - Engineering Report

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                                                     DATE PLOTTED: 8 December 2014 3:52 PM BY : NICHOLA WALLACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Y
                                                                                                                                                                                                                                                                                                                                                                                               IVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Y
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                                                                                                                                                                                                                                                                                                                                                                                         DR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NORTH




                                                                                                                                                                            FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Y




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ILS/150




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         IL5
                                                                                                                                                                                         FINISHED TOPSOIL LEVEL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                IL6.446




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .09

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     8

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              /15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               HC/150
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                HC6.677
                                                                                                                                                                                                                                                                                                                                                                             N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  IL5.12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ILS/150
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             3
                                                                                                                                                                                                                                                                                                                                                                          AN
                                                                                                                                                  DEPTH AS SPECIFIED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       /
                                                                                                                                                                                         BULK EARTHWORKS LEVEL




                                                                                                                                                                                                                                                                                                                                                                       FM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Y
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ///




                                                                                                                                                                                                                                                                                                                                                                HO
                                                                                                                                                                           FILL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                              /
                                                                                                                                       EARTHWORKS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Y




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ///
                                                                                                                                         VOLUMES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0.67%
                                                                                                                                                                                         NATURAL SURFACE LEVEL




                                                                                                                                                                                                                                                                                                                                                                                                                                                          /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Y




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ///
                                                                                                                                                                                                                                                                                                                   3.0
                                                                                                                                                                                         STRIPPED SURFACE LEVEL                                                                                            3.0
                                                                                                                                                                                                                                                                                                    5
                                                                                                                                                                                                                                                                                                  2.
                                                                                                                                                                                                                                                                                                                                                                                                                                                             Y                                                                                                                                                                                                                                                            ///




                                                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                                          2.
                                                                                                                                                                           CUT




                                                                                                                                                                                                                                                                                         5
                                                                                                                                                                                                                                                                                       1.
                                                                                                                                                                                                                                                                                      0
                                                                                                                                       EARTHWORKS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               IL5.56

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ILS/15
                                                                                                                                                                                                                                                                                    1.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                                                                  0.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                HC6.666
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                HC/150



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ILS/150
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               IL6.430


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          IL5.578

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ILS/150
                                                                                                                                         VOLUMES                            FL
                                                                                                                                                                                         FINISHED TOPSOIL LEVEL                                                                                              1.5
                                                                                                                                                                                                                                                                                                           1.0
                                                                                                                                                   DEPTH AS SPECIFIED                    BULK EARTHWORKS LEVEL                                                                                          0.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ///



                                                                                                                                                                                                                                                                                                                                                              2.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ///

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ///


                                                                                                                                                               EARTHWORKS PAYLINES                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ///


                                                                                                                                                                                N.T.S.                                                                                                                                                                                                    2.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1.03%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ///



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ///
                                                                                                                                                                                                                                                                                                                                                                0.0

                                                                                                                                                                                                                                                                                                                                                                            -0.5
                                                                                                                                          EARTHWORK VOLUMES                                                                                                                                                                                                                              -1.0
                                                                                                                                          TOTAL AREA:




                                                                                                                                                                                                                                                                 0.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ///

                                                                                                                                                                                                                                                                                                                                                                                                   -1.5
                                                                                                                                          TOTAL CUT:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ILS/150
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             IL6.447
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   HC/150
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   HC6.686




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         IL6.477
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ILS/150
                                                                                                                                          TOTAL FILL:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ///
                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                       1.




                                                                                                                                                                                                                                                                                                                                                                                                                .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ///


                                                                                                                                          MATERIAL TO STOCKPILE:




                                                                                                                                                                                                                                                                                                                                                                                                              -2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ///
                                                                                                                                                                                                                                                                                                                                                                                                                            5
                                                                                                                                          NOTES:                                                                                                                                                                                                                                                                         -2.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2.
                                                                                                                                                                                                                                                                                        2.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ///
                                                                                                                                                                                                                                          1.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ///

                                                                                                                                          1.     NO COMPACTION (BULKING FACTOR) ON FILL
                                                                                                                                                                                                                                                                                                   1.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ///
                                                                                                                                          2.     EXCLUDES ALL TRENCH EXCAVATION                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ///
                                                                                                                                          3.     EXCLUDES ALL SOFT SPOT/BAD GROUND REMOVAL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.
                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                   1.                                                                              1.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           /
                                                                                                                                                                                                                                                                                                                                        0.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ///
                                                                                                                                                                                                                                   1.0                                                                                                                                                                                                                -3.0                                                                                                                                                                                                                                                                      /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ///                                 ///

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               /




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ///
                                                                                                                                                                                                                                                                                                                                                                      0.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    /




                                                                                                                                                                                                                                      5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          /




                                                                                                                                                                                                                                   0.




                                                                                                                                                                                                                                                                                                                                                                                            -0.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Y                                                                                   /




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Y         /




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.5                                                                                                                                                      Y                                                                                                   Y




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Y

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    -1.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           -1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Y

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        /




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               -0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      -0.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Y
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           -1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        /
                                                                                                                                                                                                                                           ///
                                                                                                                                                                                                                                                 ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Y
                                                                                                                                                                                                                                                                                                                                                                                                                                      -1.0
                                                                                                                                                                                                                             ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                /
                                                                                                                                                                                                                                                                ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           /
                                                                                                                                                                                                                                                                        ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          /
                                                                                                                                                                                                                                                                        ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        /
                                                                                                                                                                                                                      3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              /
                                                                                                                                                                                                                  SP182845
                                                                                                                                                                                                                                                                                                                                                                                                                            3
                                                                                                                                      LEGEND:                                                                                                                                                                                                                                                                            SP246584




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               /
                                                                                                                                                                    EXISTING TOP OF EMBANKMENT
                                                                                                                                            >
                                                                                                                                             Y
                                                                                                                                                       Y
                                                                                                                                                       >            FINISHED CONTOURS
                                                                                                                                                                    EXISTING BOTTOM OF EMBANKMENT
                                                                                                                                                                                                                                                                              W
                                                                                                                                                                                                                                                                               AL
                                                                                                                                                                                                                                                                                                          ///




                                                                                                                                                                    EXISTING TABLE DRAIN                                                                                           TE
                                                                                                                                                                                                                                                                                       R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ///

                                                                                                                                                                    COVENANT J SP182845                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ///



                                                                                                                                                                                                                                                                                           HA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ///
                                                                                                                                                                                                                                                                                                                   ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ///
                                                                                                                                                                                                                                                                                              Y
CAD File: T:\J13041 Noosa Civic\Design\ACAD\Concept\J13041-CI-C04 EARTHWORKS CUT FILL.dwg




                                                                                                                                                                                                                                                                                                                                    Y




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ///
                                                                                                                                                                    EARTHWORKS LIMIT
                                                                                                                                                                                                                                                                                                  DR
                                                                                                                                                                                                                                                                                                                              ///




                                                                                                                                                                    TOP OF EMBANKMENT                                                                                                                    IV
                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                                                                                                                                        ///
                                                                                                                                                                                                                                                                                                                                              Y           Y
                                                                                                                                                                    BOTTOM OF 
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