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Approved Plans - OPW20-0037

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                                                   E




                                                                                             E
                                              PLAC




                                                                                       T
                                                                                                                                                                                                                                                                                            13
                                                                                                                                                                                                                                                                                         SP161828




                                          GUM




                                                                                       E
                                                                                   T
                                                                                                   T                                                                                                                                                                                                                                                                                                                                        REMOVE EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                            TREE                                                                                                                          LEGEND
                                     DED




                                                                               E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPERTY BOUNDARY
                                   FLOO




                                                                                                                                                               PE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BUILDING ENVELOPE LINE




                                                                                                                                                            VELO
                                                                                       T
      SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              13                           EXISTING CONTOUR




                                                                                                                                                               N




                                                                                                                                                                                                                                                                                                                                                                                                                       .0
                   SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                        0.0


                                                                         E




                                                                                                                                                         ING E




                                                                                                                                                                                                                                                                                                                                                                                                                   148
                                                                                                                                                                                                                                                                                                                                                                                                                                                      15




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.0
                                                                                                   130.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             76.0          FINISHED CONTOUR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                15
                                SW                         E 28.0128.0




                                                                                                                                                       BUILD
                                                                                                                                                                                                                                                                                                                                                                                                                                                 .0                                                                                                                                                        EXISTING KERB
                                                                                                                                                                                                                                                                                                                                                                                                                                            150




                                                                                                                           132.0




                                                                                                                                                                                                                                                                                                                                                                                                                                            .0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          2.0
                                                             1


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SW             SW             EXISTING STORMWATER LINES




                                                                                                                                                                                                                                                                                                                                                                                                                                         150




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       15
                                                                              .0




                                                                                                                                                                                                                                                                                                                                                                                                           .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              E              E             EXISTING TELSTRA
                                                                             129




                                                                                                                                                                                                                                                                                                                                                                                                       148
                                                                                           130
                                                                                              .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              T             T              EXISTING TELSTRA




                                                                                                                                                                                                                                                                                                                                                                                                                                    .0
                                                                                                                                                                                                                                                                                                                                          1 IN 2 MAX                                                                                                                                                                                                                          W             W              EXISTING WATER MAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                 151
                                                                                                                     0
                                                       E




                                                                                                                   132.
                                                                                                                                                                                                                                                                                                                                          BATTER                                                                                                                                                                                                                                                           BOULDER WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                152.0
                                                                                   130.0




                                                                                                                   132.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EARTHWORKS DEPTHS (0.25m INCREMENTS)




                                                                                                                                                                                                                                                                                                                                                                                        148.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        154.0
                                                                                                                                                                                  136.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CUT             FILL
                                                E




                                                                                                                                                                                                                                                                                                                                                                                                       149.0
                                                                                                                                    133.0



                                                                                                                                               134.0




                                                                                                                                                                                                           138.0
                                                                                                                                                                                                                                                                                                                            REMOVE EXISTING




                                                                                                                                                               135.0
                                                                                                                                                                                                                                                                                                                            TREE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      154.0
                                                                                                                                                                                                                                                                                                                                                                                                                150.0
                                           E




                                                                                                           132.0




                                                                                                                                                                           136.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  4




                                                                                                                                                                                                                            140.0
                                                                                                                                                                                          137.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         153.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RP198920
                                                                                                                                            134.0

                                                                                                                                                                                                                                                                                                                                      B




                                                                                                                                                                                                   138.0
                                                                                                                                                                                                                                                                                                                                      C04




                                                                                                                                                                                                                                                        142.0
                                     E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                *

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            APPROVED PLAN




                                                                                                                                                                                                                                                                                                                              146.0




                                                                                                                                                                                                                                                                                                                                                                                                                         151.0
                                                                                                                                                                          136.0                                                                                                                                                                                                                                                                                                                                                                                                                               OPW20/0037




                                                                                                                                                                                                                                                                                           144.0
                            E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NOOSA COUNCIL




                                                                                                                                                                                                                         140.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                152.0
                                                                                                                                                                                                                                                        142.0
                                                                                                                                                                                                     138.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5 MAY 2020
                                                 0
                   E




                                                   .




                                                                                                                                                                                                                                         DR
                                               130




                                                                                                                                                                                                                                                                                                                                                                                       149.0
                                                                                                                                                                       1 IN 2 MAX                                                                                                                                                                                                                                                                                                                                                                                                                                               -
                                                                                                                                                                                                                                              IVE




                                                                                                                                                                                                                                                                             0




                                                                                                                                                                                                                                                                                            144.0
                                                                                                                                                                       BATTER




                                                                                                                                                                                                                                                                        143.
                                                                                                                                                                                                                                                 WA
         E
                                                                                                                                                                                                                   A                                Y




                                                                                                                                                                                                                                 140.0




                                                                                                                                                                                                                                                                                                                                                                                                   150.0
                                                                                                                                                                                                                   C04




                                                                                                                                                                                                                                                                                                                             146.0
                                                                                                                                                                                                                                                            142.0
                                                       NOTE:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 153.0
                                                                                                                                                                                                                                                                                                                                                      147.0
                                                                                                                                                                                                                                                                                                  .0
                                                       EXISTING ELECTRICITY, COMMUNICATIONS AND




                                                                                                                                                                                                                                                                                                                      .0
                                                                                                                                                                                                                                                                                               44



                                                                                                                                                                                                                                                                                                                   146
                                                                                                                                                                                                                                                                                                    1
                                                       STORMWATER HAVE BEEN PLOTED FROM DBYD DATA.




                                                                                                                                                                                                                                                                                                                .0




                                                                                                                                                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                                                                                                    5




                                                                                                                                                                                                                                                                                                                                                                                                                    151.
                                                                                                                                                                                                                                                                                                                 14
                                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                                                                                        144.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        152.0
                                                                                                                                                                                                                                                                                                                                                                                 9.0
                                                                                                                                                                                                                                                                                                                                                                            14




                                                                                                                                                                                                                                                                                                                                                                  .0
                                                                                                                                                                                                                                                                                                               144.0




                                                                                                                                                                                                                                                                                                                                                              148
                                                                                                                                                                                                                                                                                                                                              146.0
                                                                                                                                                                                                                                                                                                                                                                                                 0.0
                                                                                                                                                                                                                                                                                                                                                                                               15




                                                                                                                                                                                                                                                                                                                                                                    .0
                                                                                                                                                                                                                                                                                                                                                                147




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          4.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                4.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BOULDER WALL




                                                                                                                                                                                                                                                                                                                                                                                                                 151.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                               .0
                                                                                                                                                                                                                                                                                                                                                                                        148.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                              152
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2.0                                                                                                                                                                      GEOFABRIC




                                                                                                                                                                                                                                                                                                                                                                                                                                   0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    15




                                                                                                                                                                                                                                                                                                                                                                                                                                     .
                                                                                                                                                                                                                                                                                                                                                                                                                                 150
                                                                                                                                                                                                                                                                                                                             1 IN 2 MAX                                                                                                                                                                                          PROPOSED BOULDER RETAINING                                                                                    DRAINAGE LAYER
                                                                                                                                                                                                                                                                                                                             BATTER                                                                                                                                                                                              WALL. (APPROX 1.0m HIGH)                                                                                      AND AGG PIPE




                                                                                                                                                                                                                                                                                                                                                                                  .0

                                                                                                                                                                                                                                                                                                                                                                                               149.0
                                                                                                                                                                                                                                                                                                                                                                             148


                                                                                                                                                                                                                                                                                                                                                                                                0.0
                                                                                                                                                                                                                                                                                                                                                                                               15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1                                                                                                         TYPICAL BOULDER WALL SECTION




                                                                                                                                                                                                                                                                                                                                                                                                                            2.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RP185213




                                                                                                                                                                                                                                                                                                                                                                                                                          15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SCALE 1:20
                                                                                                                                                                                                                                                                                                                                                                         1.0
                                                                                                                                                                                                                                                                                                                                                                       15


                                                                                                                                                                                                                                                                                                                                                          0
                                                                                                                                                                                                                                                                                                                                                 1    50.



                                                                                                                                                                                                                                                                                                                       .0
                                                                                                                                                                                                                                                                                                                  150



                                                                                                                                                                                                                                                                            EL
                                                                                                                                                                                                                                                                               O   PE                                                                                                                                                                                                                                                                                                      NOTE:
                                                                                                                                                                                                                                                                    ENV
                                                                                                                                                                                                                                                                                                                                                .0                                                                                                                                                                                                                                         ALL EARTHWORKS SHALL BE COMPLETED IN ACCORDANCE
                                                                                                                                                                                                                                                         D ING                                                                              152
                                                                                                                                                                                                                                                     UI L
                                                                                                                                                                                                                                                    B                                                                                                                                                                                                                                                                                                                                      WITH TECHTONIC GEOTECHNICAL AND ENVIRONMENTAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ENGINEERS REPORT 20013-001-Rev0 DATED 4 FEB 2020.



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0            0.4          0.8        1.2m             0       5        10     15m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Scale 1:20 @A1                                    Scale 1:250 @A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Scale 1:500 @A3

     COPYRIGHT ©                                                                                                                            Associated Consultants                                Client                                                                                                                                                                          Drawn                                              Verified                       Project                                                                                                Drawing Title                                                       Scale            Sheet Size
This drawing is subject to                                                                                                                                                                                                                                                                                                                                                        M.K.P.                                             D.R
copyright in accordance with the                                                                                                            MAX WATTERSON +                                       ANDREW JENSEN                                                                                                                                                                   Designed                                           Verified
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    31 FLOODED GUM PLACE                                                                                   EARTHWORKS LAYOUT                                                  AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's                                                                                                            ASSOCIATES                                                                                                                                                                                                                                                                                                              BLACK MOUNTAIN                                                                                         PLAN
                                                                                                                                                                                                                                                                                                                                                                                  M.K.P.                                             D.R                                                                                                                                                                                                      Drawing Number
client. This drawing shall only be                                                                                                          SURVEYORS & PLANNERS
used for this specific project.
                                                                                                                                            12 MAPLE STREET
                                                                                                                                                                                                                                                                                                                                                                                  Approved
                                                                                                                                                                                                                                                                                                                                                                                  D. REYNOLDS
                                                                                                                                                                                                                                                                                                                                                                                                                                     RPEQ No
                                                                                                                                                                                                                                                                                                                                                                                                                                     9072
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RDP:                                                                        SHIRE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PARISH:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              20506 - C03
                                                                                                                                                                                                                                                                                                          Noosa: 07 5449 9600                                                                                                                                       LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
This drawing shall not be used                                                                                                              COOROY, QLD 4563                                                                                                                                                                                                                                                                                                                                                                                    COUNTY:
                                                                                                                                                                                                                                                                                          Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                                                                                                                                                  Signed                                             Date                           MCU APPROVAL:                                                                                                      0        10    20    30     40   50          60        Sheet              Revision
for construction until marked as                                                                                                                                                                                                                                                                   PO Box 61, Noosaville, QLD 4566                                                                                                                                                                                                              HORIZ DATUM APPROX:
                                      A     03.03.20 ISSUED FOR APPROVAL                                                           M.K.P.
'issued for construction' in the
revision description.                Rev Date Revision Description                                                            Drawn
                                                                                                                                                                                                                                                                                        [email protected]      www.todconsulting.com
                                                                                                                                                                                                                                                                                                          ABN 39 128 805 336                                                                                                         03.03.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ROL APPROVAL:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OPW APPROVAL:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                VERT DATUM: AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PM 154365 - RL 127.161                     MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              3 of 7                A
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