19553-C1000[A]-C1300[A} - full set

                                                                                                                                                                     Gravel
                                                                                                                                                          driveway




                                                                                                      Back of
                                                                                                                kerb




                                                                                                                                                                                                            2-A
                                                                                                                                                                                                          0.0502
                                                                                                                                                                                        1-A
                                                                                                                                                                                       0.1314


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING MOUND TO BE LEVELLED
                                                                                                                                                                                                                                                                                                                                                                          EXISTING DEPRESSIONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1-B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.3649

                                                                                                                                                                                                                                                                EXTEND EXISTING DAM (DEPTH 1.0-1.5m)

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      3-B
                                                                                                                                                                                                                                                                           EXISTING DAM TO BE RETAINED                                                                                                                                                                                                                              0.1444
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2-B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0.1277




                                                                                                                                                                                                                                                                                                                                            EXISTING DAM TO BE RETAINED



                                                                                                                                                                                                                                                                                                                        EXISTING WATERHOLE TO BE RETAINED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1-X9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.0704




                                                                                                                                                                                                                                                                                                                                                                                      EXISTING DAM TO BE FILLED IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2-C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0.5550




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2-X2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.8420

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1-C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.1746



                                                                                                                                                                                                                                                                                                                                                                                                                                                         1-X3
                                                                                                                                                                                                                                                                                                                                                                                                                                                        0.0997
C:\Users\Lenovo\Dropbox\2019\19553sd2_Lake_MacDonald_Drive_Subdivision\4.CADD\#ACAD\19553_CIVIL.dwg




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Edge of Bitumen



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Linemarking
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1-X2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                C/L Linemarking




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Linemarking
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0.3382
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Edge of Bitumen




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Gravel
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       driveway
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Grave
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           l drivew
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ay




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Bitumen
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Driveway




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Gravel
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      driveway
                                                                                                                       COPYRIGHT ©                                                                                            Associated Consultants   Client                                                                                            Drawn             Verified                   Project                                                                                        Drawing Title                                                                                                                    Scale              Sheet Size
                                                                                                                                                                                                                                                                                                                                                         LD                DR
                                                                                                                       This drawing is subject to
                                                                                                                       copyright in accordance with                                                                                                    TEATREE PROPERTY PTY LTD                                                                                                                       LAKE MACDONALD DRIVE                                                                           DRAINAGE CATCHMENT PLAN                                                                                                                  1:1000       A1
                                                                                                                       the agreement between TOD                                                                                                                                                                                                         Designed          Verified
                                                                                                                       Consulting Pty Ltd (tc) and tc's                                                                                                                                                                                                  LD                DR                         RURAL RESIDENTIAL SUBDIVISION                                                                                                                                                                                                   Drawing Number
                                                                                                                       client. This drawing shall only
                                                                                                                       be used for this specific project.                                                                                                                                                                                                Approved          RPEQ No                    RP DESCRIPTION    8RP160703 : 2RP852009 : 3RP137375 : 140MCH978 : 101SP142407                                                                                                                                                           19553-DG-CAT
                                                                                                                       This drawing shall not be used                                                                                                                                           Noosa: 07 5449 9600       Sunshine Coast: 07 5329 3190   D REYNOLDS        9072                       LOCAL AUTHORITY   NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                      MCU APPROVAL      -                         HORIZ DATUM GDA94 / MGA Z56                                                   0    10      20      30      40      50   60                                                          Sheet               Revision
                                                                                                                       for construction until marked as                                                                                                                                                    PO Box 61, Noosaville, QLD 4566               Signed
                                                                                                                                                                               A    24.03.20   OPW SUBMISSION          LD                                                                       [email protected]     www.todconsulting.com                                                 ROL APPROVAL      RAL 19/0018               VERT DATUM     AHD
                                                                                                                       'Issued For Construction' in the
                                                                                                                       revision description.                                  Rev     Date     Revision Description   Drawn                                                                                     ABN 39 128 805 336                                                         24.03.20   OPW APPROVAL                                RL DATUM                                                                           MEASUREMENT BAR - INCREMENTS IN mm                                                                       15 of 16      A