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MCU14/0106 Appendix E - Engineering Report

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                                                 DATE PLOTTED: 8 December 2014 3:55 PM BY : NICHOLA WALLACE




                                                                                                                                                                                                 CIRCULATING ROAD
                                                                                                                                   CENTRAL                       CARPARK                                                                                      BASEMENT CARPARK                                                                                                                                              COVENANT J
                                                                                                                                    ROAD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                NORTH

                                                                                                                                                                                                                  RL 8.50
                                                                                                                                                                                                                            RL 5.50



                                                                                                                                                                                            SECTION                  1                                                                                                                                                                         4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Y
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              /
                                                                                                                                                                                            SCALE A1 - 1 : 500       -                                                                                                                                                                      SP222982
                                                                                                                                                                                                  A3 - 1 : 1000




                                                                                                                                                                                                                                                                                                                                                                                                                 IVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Y
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        /
                                                                                                                                                                                                                                                                                                                                                                                                            DR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Y
                                                                                                                                                                                                                                                                                                                                                                                                       N
                                                                                                                                                                                                                                                                                                                                                                                                    AN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    /
                                                                                                                                                                                                                                                                                                                                                                                                 FM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Y
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ///




                                                                                                                                                                                                                                                                                                                                                                                               HO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Y




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Y




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ///
                                                                                                                                                                                                                                                                                                                                                         .6
                                                                                                                                                                                                                                                                                                                                                       66.8
                                                                                                                                                                                                                                                                                                                                                       6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Y                                                                                                                                                          ///




                                                                                                                                                                                                                                                                                                                                                          7.0

                                                                                                                                                                                                                                                                                                                                                                        RL 7.00                                                                                                                                                                                                                                                                                            ///

                                                                                                                                                                                                                                                                                                                                         RL 4.70
                                                                                                                                                                                                                                                                                                                                                                      LOADING BAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ///

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ///
                                                                                                                                                                                                                                                                                                                                                                    7.2                                RL 7.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             COVENANT J                                                                                                                                                                                                                                                                        ///


                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SP182845                                                                                                                                                                                                                                                  ///


                                                                                                                                                                                                                                                                                                                                                      RL 7.30
                                                                                                                                                                                                                                                                                                                       5.0


                                                                                                                                                                                                                                                                                                                  5.2


                                                                                                                                                                                                                                                                                                                5.4                                                                                                                                                                                                                                                                                                                                                                                                                              ///


                                                                                                                                                                                                                                                                                                                                                                                                       BASEMENT CARPARK RL 5.50
                                                                                                                                                                                                                                                                                                                                                                                                         SHOPPING CENTRE RL 8.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ///
                                                                                                                                                                                                                                                                                                           6
                                                                                                                                                                                                                                                                                                           5.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ///

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ///
                                                                                                                                                                                                                                                                                                      5.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ///
                                                                                                                                                                                                                                                                                                     6.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ///
                                                                                                                                                                                                                                                                                                      6.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ///


                                                                                                                                                                                                                                                                                                      6.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ///
                                                                                                                                                                                                                                                                                                      6.6                                                                                                                                                                                                                                                                                                                                    ///

                                                                                                                                                                                                                                                                                                         6.8 0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ///
                                                                                                                                                                                                                                                                                                           7. 2                RL 7.30
                                                                                                                                                                                                                                                                                                              7.
                                                                                                                                                                                                                                                                                                                 7.4
                                                                                                                                                                                                                                                                                                                   7.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           /




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ///
                                                                                                                                                                                                                                                                                                      7.2                                                                                                                                                                                                                                 RL 8.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ///
                                                                                                                                                                                                                                                                                                          7.4                                                                                                                                                                                                                                                                                                                            /
                                                                                                                                                                                                                                                                                                             7.6                                                                                                                                                                                                                                                                                                                                                                                 ///                              ///


                                                                                                                                                                                                                                                                                                                  7.8                                                                                                                                                                                                                                                                                                                                             /
                                                                                                                                                                                                                                                                                                                                                                    RL 8.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ///
                                                                                                                                                                                                                                                                                                                             8.0                                                                                                                                                                                                                                  /              /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Y                       /




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      /
                                                                                                                                                                                                                                                                                                                                   8.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Y         /




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Y                                              Y
                                                                                                                                                                                                                                                                                                                                          8.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RL 8.50
                                                                                                                                                                                                                                                                                                                                                8.6                                                               8.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  8.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Y
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               8.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     /
                                                                                                                                                                                                                                                                                                                                                         8.8                                                      8.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            8.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Y
                                                                                                                                                                                                                                                                                                                                                                          9.0
                                                                                                                                                                                                                                                                                                                                                                                                 SOUTHERN CARPARK                                                     8.2                                                        NORTHERN CARPARK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     /
                                                                                                                                                                                                                                  W                                                                                                                                                                              8.6                                              8.2
                                                                                                                                                                                                                                      AL                                                                                                                                          9.2
                                                                                                                                                                                                                                         TE                                                                                                                                                                                                                     8.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Y
                                                                                                                          LEGEND:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  8.2
                                                                                                                                                                                                                                                                                                                                                                                                                 8.8
                                                                                                                                                                                                                                           R                                                                                                                                                                                                              CENTRAL CARPARK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     /
                                                                                                                                                      EXISTING SURFACE CONTOURS                                                                HA                      ///
                                                                                                                                                                                                                                                                                                                                                                                                 9.4                                                                                                                      8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8.6.4
                                                                                                                                                                                                                                                 Y
                                                                                                                                                                                                                                                                                     ///

                                                                                                                                                                                                                                                                                                                                                                                                                                                          8.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        8.8
                                                                                                                                                                                                                                                     DR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Y
                                                                                                                                                      EXISTING TOP OF EMBANKMENT                                                                                 ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              /       8.4
                                                                                                                                     Y
                                                                                                                                               Y                                                                                                                                                                                                                            1
                                                                                                                                                                                                                                                                                               ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                    8.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  9.0
                                                                                                                                                      EXISTING BOTTOM OF EMBANKMENT                                                                     IVE                                                                                                                 -
                                                                                                                                                                                                                                                                                                                                                                                                                      9.6                             8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         4
                                                                                                                          LEGEND:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        /
                                                                                                                                   >           >                                                                                                                                                                                                                                                                               9.8
                                                                                                                                                                                                                                                                                                     ///




                                                                                                                                         3.5          FINISHED CONTOURS                                                                                                                                                                                                                                                                                                                                                                        8.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2          9.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0    8.8
                                                                                                                                                                                                                                                                                                                                                                                                                                           10.                                            8           .6   9.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              4     9.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        9.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0                  9
                                                                                                                                                                                                                                                                                                                                                                                CENTRAL ROAD                                                    0                           10.
CAD File: T:\J13041 Noosa Civic\Design\ACAD\Concept\J13041-CI-C03 EWKS GRADING.dwg




                                                                                                                                                      COVENANT J SP182845
                                                                                                                                                                                                                                                                                                     ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            /
                                                                                                                                                      EARTHWORKS LIMIT                                                                   3                                                                                                                                                                                                                                                                          CIRCULATING ROAD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           /
                                                                                                                                                                                                                                      SP182845
                                                                                                                                                      TOP OF EMBANKMENT
                                                                                                                                                      BOTTOM OF EMBANKMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               /
                                                                                                                                                                                                                                                                                                                                                                                                                                                        3
XREF's: X-TITLE BORDER; X-J13041-SURVEY; X-J13041-CONCEPT




                                                                                                                                                                                                                                                                                                                                                                                                                                                     SP246584
                                                                                                                                                                                                                                                                                                                                         ///




                                                                                                                                                                                                                                                                                                                             PLAN                                                                                                                                                                                                                                           10         0                10             20                          30       40            50m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ///
                                                                                                                                                                                                                                                                                                                                                ///




                                                                                                                                                                                                                                                                                                                      SCALE A1 - 1 : 1000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ///
                                                                                                                                                                                                                                                                                                                                                                      Y                                                                                                                                                                                                                                  Scale 1:1000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ///
                                                                                                                                                                                                                                                                                                                            A3 - 1 : 2000                     ///




                                                                                                                                                                                                                                                                                                                                                                                                                                     Drawn                                      Date Client
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                                                                                                                                                                                                                                                                                                                                                                                  Maroochydore, QLD 4558                                                                                                                                                                                               Drawing Number                                                                                                                           Revision
                                                                                                                                                                                                                                                                                               content of this document.                                                                                                                                                                          .
                                                                                                               A     28/11/2014   DA LODGEMENT                               N.J.W P.M                                                                                                                                                                                      Tel: 07 5443 2555 Fax: 07 5443 5642
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .              EARTHWORKS GRADING PLAN                                                                                                                          J13041-CI-C03                                                                                         A
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