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Appendix E - Preliminary Earthworks Plan

Attached to the e-mail Reconfiguration of a Lot (1 Lot into 4 Lots) - RAL17/0504.

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SMH                                          1.25
                                                                                                                                                                                                                                                                                                                                                                 RP72504
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      WM




                                                                                                                                                                                                                                                                                                         1 .5 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SIL
                                                                                                                                                                                                                                                                                               TPIT               WM

                                                                                                                                                                                                                                                                                                                  WM
                                                                                                                                                                                                                                                                                      SMH                                                                                                                                                                                              8




                                                                                                                                                                                                                                                                                                           1.25
                                                                                                                                                                                                                                                                                                    FH
                                                                                                                                                                                                                                                     00
                                                                                                                                                                                                                                                   1.                                                 1.25                                                                                                                                                                   RP72504
                                                                                                                                                                                                                                                                                                                                                                           9
                                                                                                                                                                                                                                                                                                                                                                       RP72504                                                                                                     30.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.00

                                                                                                                                                                                                                                                                                                                                                                                                                                    E506897.702                                   RETAINING WALL                    E506927.507




                                                                                                                                                                                                                                                                                                         1.2
                                                                                                                                                                                                                             30.000                     WM                                                                                                                                                                         N7075794.580                                   1.5m HIGH NOM                    N7075797.999                                              FH
                                                                                                                                                                                                                                                                                         PP




                                                                                                                                                                                                                                                                                                           5
                                                                                                                                                             0.75
                                                                                                                                                                                                                                                                                                                                                                                                                            00
                                                                                                                                                                                                                                                                                                                                                                                                                              1.                                                                                                                      WM
                                                                                                                                                                                                                                                                                                                    TBM Iron
                                                                                                                                                                                          E506812.774                                                      E506842.579                                                       Pin
                                                                                                                                                                                                                                                                                                                    RL 1.16m
                                                                                                                                                                                          N7075780.311               1.                                   N7075783.730
                                                                                                                                                                                                                       25
                                                                                                                                                                                                                                                                                                                        22.400




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PAD 3




                                                                                                                                                                                                                                                                                                                                                                                                                   17.000
                                                                                                                                                                                                                                                                                                                                                                                                                                              1:4                                                                                             1:4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RL 2.80


                                                                                                                                                                                                                                                                                                                                                                                                                                                                              3
                                                                                                                                                                                                                                                                                   E506846.442                                                  E506868.687
                                                                                                                                                                                                                                                                                   N7075776.371                                                N7075778.923
                                                                                                                                                                              1:4                                                                                                                                                                                1:4
                                                                                                                                                              15.500




                                                                                                                                                                                                                             PAD 1
                                                                                                                                                                                                                            RL 2.80


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          TBM
                                                                                                                                                                                                                                                                                            50                                                                                                                                                                                                                                                                                            Nail in Head
                                                                                                                                                                                                                                                                                               1.                                                                                                                                                                                                                                                   TCOM                                               wall
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RL 0.88m
                                                                                                                                                                                                                                                                                                                                                                                                                                     E506899.639                                                                    E506929.444




                                                                                                                                                                                                                                                                                                                                                                             15.500
                                                                                                                                                                                                                                                                                                                    PAD 2                                                                                                           N7075777.691                                                                   N7075781.109
                                                                                                                                                                                                                                                                                                                    RL 2.80                                                                                                                                                       RETAINING WALL                        1.00
                                                                                                                                                                                          E506814.541                            1:4                       E506844.345                                                                                                                                                                                                            1.5m HIGH NOM
                                                                                                                                                                                          N7075764.911                                                    N7075768.329

                                                                                                                                                                                                                        RL 1.2 (APPROX)
                                                                                                                                                                       1.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LB                                   PP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0.96
                                                                                                                                          0.75




                                                                                                                                                                                                                                                                                   E506848.208                                                  E506870.453




                                                                                                                                                                                                                                                                                                                  1:4
                                                                                                                                                                                                                                                                                   N7075760.971                                                N7075763.522

                                                                                                                                                                                                                                                   1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      173°22'10"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         80.467
                                                                                                                                                                                                                                            RP36729
                                                                                                      TBM
                                                                                                     Iron Pin




                                                                                                                                                                                                                                                                                                                                                                                                                                             1.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SIL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                                                                                                  2
                                                                                                     RL 0.52m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.7
                                                                                                                                                                                                                                                                                                                                                                                                                                              5
                                                                                                                                                                                                                                                                                                                                                                                                                                      1.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SMH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SIL
                                                                                                                                                                                                                                            1.25
                                                                                                                                                                                                                            1.




                                                                                                                                                                                                                                                                                                                                                                                                                                   1.25
                                                                                                                                                                                                                              00
                                                                                                                                                                                                                                                                               5
                                                                                                                                                                                                                                                                            0.7




                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                              4
                                                                                                    LEGEND
                                                                                                                                                                                                    EARTHWORKS VOLUMES (NO BULKING)
                                                                                                    EXISTING FEATURES
                                                                                                                                                                                                    CUT                                                  500 m3
                                                                                                                             EXISTING CONTOUR MINOR                    (1.0m INTERVALS)             FILL                                                2300 m3
                                                                                                                             EXISTING CONTOUR MINOR                    (0.25m INTERVALS)            IMPORTED FILL                                       1800 m3
J:\2017\17623SD2_4_Lot_Subdivision_at_135_Lake_Weyba_Drive\4.CADD\#ACAD\17623_CIVIL.dwg




                                                                                                    PROPOSED WORKS
                                                                                                                                                                                                    EARTHWORKS VOLUMES BELOW DEFINED FLOOD LEVEL RL2.0
                                                                                                                             PROPOSED TOP OF BANK
                                                                                                                             PROPOSED TOE OF BANK                                                   CUT                                                           500 m3
                                                                                                                                                                                                    FILL                                                          1867 m3
                                                                                                                             PROPOSED EXTENT OF WORKS                                               NET FILL BELOW DEFINED FLOOD LEVEL                            567 m3                                                                                                                                                                                                                                                         0    2        4     6            8            10m
                                                                                                                             PROPOSED CUT TO FILL LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1:200 (A1)               1:400 (A3)


                                                                                                                                    CUT      FILL


                                                                                               COPYRIGHT ©                                                                                  Associated Consultants                 Client                                                                                                             Drawn              Verified                Project                                                          Drawing Title                                                                     Scale                                   Sheet Size
                                                                                          This drawing is subject to                                                                                                                                                                                                                                  NV                 DR
                                                                                          copyright in accordance with the
                                                                                                                                                                                                                                                                                                                                                      Designed           Verified
                                                                                                                                                                                                                                                                                                                                                                                                 135 LAKE WEYBA DRIVE                                             PRELIMINARY EARTHWORKS                                                            AS SHOWN A1
                                                                                          agreement between Tod
                                                                                          Consulting pty ltd (tc) and tc's                                                                                                                                                                                                                            NV                 DR                                                                                                                                                                         Drawing Number
                                                                                          client. This drawing shall only be
                                                                                                                                                                                                                                                                                                                                                      Approved           RPEQ No
                                                                                          used for this specific project.
                                                                                                                                                                                                                                                                                                                                                      D. REYNOLDS        9072                    RDP                                                                                                                                                     17623-SK001
                                                                                          This drawing shall not be used
                                                                                                                                                                                                                                                                                                        Noosa: 07 5449 9600                                                                      LOCAL AUTHORITY
                                                                                                                                                                                                                                                                                        Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                                                                                                                      Signed                                     MCU APPROVAL                                HORIZ DATUM                           0       10   20       30   40   50       60                      Sheet                                      Revision
                                                                                          for construction until marked as                                                                                                                                                                       PO Box 61, Noosaville, QLD 4566
                                                                                                                                A    22.08.17 ISSUED FOR INFORMATION                 NV                                                                                                                                                                                                          ROL APPROVAL                                VERT DATUM
                                                                                          'issued for construction' in the
                                                                                          revision description.                Rev Date Revision Description                        Drawn
                                                                                                                                                                                                                                                                                      [email protected]      www.todconsulting.com
                                                                                                                                                                                                                                                                                                        ABN 39 128 805 336
                                                                                                                                                                                                                                                                                                                                                                                      22.08.17   OPW APPROVAL                                RL DATUM                                  MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1 of 1                              A
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