22-0360 Civil Issue A

                   LEGEND - PROPOSED:
                                                                  ROAD CENTRELINE
                                                                  DRIVEWAY OUTLINE
                               22.80                                  FINISHED CONTOURS




                                                                                                                                                                                                                                                                                                                 /
                     F.L.22.90




                                                                                                                                                                                                                                                                                                                     41.4
                                                                  FINISHED SURFACE LEVEL                                                                                                                                                                                                                                                               F.L.40.80




                                                                                                                                                                                                                                                                                                                                   41.2
                         FL22.80




                                                                                                                                                                                                                                                                                                                                                      41.0
                                                                                                                                                                                                                                                                                                             /
                                                                  FILL GRADE LINE AND LEVEL




                                                                                                                                                                                                                                                                                                                                                                  40.8
                                                                  RETAINING WALL                                                                                                                                                             N




                                                                                                                                                                                                                                                                                                                                                                                  6
                                                                                                                                                                                                                                                                                                                                                                                 40.


                                                                                                                                                                                                                                                                                                                                                                                                            4
                                                                                                                                                                                                                                                                                                                                                                                                        40.
                                                                                                                                                                                                                                                                                                      /
                                                                                                                                                                                                                                                                                                                                                                    F.L.40.50




                                                                                                                                                                                                                                                                                                                                                                                                         2
                                                                                                                                                                                                                                                                                                                                                                                                     40.
                                                                  BUILDING OUTLINE - SLAB ON GROUND




                                                                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                                                  40.
                                                                                                                                                                                                                                                                                                                                                                                                  8
                                                                                                                                                                                                                                                                                                                                                                                               39.
                                                                                                                                                                                                                                                                                                                                                                                                6
                                                                                                                                                                                                                                                                                                                                                                                            39.
                                                                                                                                                                                                                                                                                              /
                                                                  STORMWATER DRAINAGE LINE                                                                                                                                                                                                                                                                                                        F.L.39.50
                                                                                                                                                                                                                                                                                                                                                                                                                                /
                                                                  ROOFWATER DRAINAGE LINE
                                                                                                                                                                                                                                                                                                                                                                  F.L.39.50                                                                   /




                                                                                                                                                                                                                                                                                          /
                                                                                                                                                                                                                                                                                                                                                                                                                                                           /
                                                                                                                                                                                                                                                                                                                             F.L.41.11                                                                                                                                   /




                                                                                                                                                                                                                                                                                   /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           /




                                                                                                                                                                                                                                                                               /




                                                                                                                                                                                                                                                                                                                            41.2
                                                                                                                                                                                                                                                                                                      F.L.41.25




                                                                                                                                                                                                                                                                           /




                                                                                                                                                                                                                                                                                                      41.4
                                                                                                                                                                                                                                                                                   41.6
                                                                                                                                                                                                                                                                                                                                                                                                        GROUND FLOOR FFL39.50                                                                                                                     F.L.39.50




                                                                                                                                                                                                                                                                  41.8 /
                                                                                                                                                                                                                                                                                                                                                                                                          BASEMENT FFL36.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            F.L.37.00                     F.L.38.28
                                                                                                                                                                                                                                                                                              F.L.39.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          F.L.37.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            F.L.36.90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    GA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TE
                                                                                                                                                                                                                                                                           F.L.41.54                                                                                                                                                                                                                                                                                                                                                  F.L.37.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          F.L.37.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    F.L.37.15




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            F.L.37.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      37.0
                                                                                                                                                                                                                                                                                                 .4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  36.8
                                                                                                                                                                                                                                                                                              41
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     F.L.37.15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       VISITOR PARKING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     F.L.37.54                                       F.L.36.15

B99 Vert Clearance (2004)




                                                                                                                                                                                                                                                                                                                .2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             F.L.36.03




                                                                                                                                                                                                                                                                                                             41
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 F.L.36.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      36.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              36.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       36.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                F.L.36.60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               37.0
                                                                                                                                                                      I.P.12.257, 36.500




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       7.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    37.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         TBM Screw in fd kerb




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                36




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 36.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .6
                                                                                                                                                                                                                                                                                                                             .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         kerb RL36.02 AHD




                                                                                                                                                                                                                                                           300




                                                                                                                                                                                                                                                                                                                            41
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     F.L.36.80
                                                                                                                                                                                                                GROUND FLOOR FFL39.50
                                                                                                                                                                                                                                                                                                                                                         .8                                  DRIVEWAY CONTROL LINE DW01
                                                                                                                                                                                                                                                                                                                                                      40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     36
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 F.L.37.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .4
                                                                                                                                                                                                                                                                                                                                    F.L.40.70
                                                                                                       BDY




                                                                                                                                                                                                                                                           2700
                                                                                                                                                                                                                                                                                                                                                                     .6                                                                                                                                                                                   F.L.37.05
                                                                                                                                                                                                                                                                                                                                                                  40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              F.L.36.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      36




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         36
                                                                                                                                                                                                                                                                                                                                                                            .4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .6
                                                                                                                                                                                                                                                                                                                                                                          40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                BASEMENT FFL36.50                                                                                                                                                                                                                                                                                   .8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               36


B85 Ground Clearance (2004)
                                                                                                       6.887, 37.220




                                                                                                                                                                                                                                                                                                                                                                                       .2
                                                                                                                          8.387, 37.145




                                                                                                                                                                                                                                                                                                                                                                                   40                                                                                                                                           .0
                                                                            3.500, 36.881




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           37
                                                      1.500, 36.831




                                                                                                                                                     11.507, 36.625
                                                                                                                                                                      12.257, 36.531
                                                                                                                                                                                           13.007, 36.500
                                                                                                                                                                                           13.387, 36.500




                                                                                                                                                                                                            GRATED DRAIN




                                                                                                                                                                                                                                                                                                                                                                                             .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          37.2                                                F.L.36.75




                                                                                                                                                                                                                                                                                                                                                                                            40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       36.8 F.L.36.95




                                                                                                                                                                                                                                                                                                                                                                                                   .8
                    CROSSOVER                                                                                                                                                                                                                                                                                                                                                                                                                                                                         F.L.37.20




                                                                                                                                                                                                                                                                                                                                                                                                  39




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             37.2
                                                                                                                                                                                                                                                                                                                                                                                                                  F.L.39.50                               VISITOR PARKING                                                            F.L.37.30




                                                                                                                                                                                                                                                                                                                                                                                                           .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            F.L.36.71




                                                                                                                                                                                                                                                                                                                                                                                                         39
                                                                                                      PROPOSED SEWER                                                                                                                                                                                                                                                                                                                                                                                                                      F.L.37.38
                                                                                                      RE-ALIGNMENT                                                                                                                                                                                                                                                                                                                                F.L.36.90                                                                                                                                                                  F.L.36.52




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   37.0
                                                                                                                                                                                                                                                                                                                                                                                                                    F.L.39.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                               VC 1.5                                                                                                                                                                                                                                                                                              F.L.37.00
                                  EXISTING TELECOMMUNICATIONS                                                              EXISTING 150Ø
                                                                                                                                                                R9                                                                                                                                                                                                                                                                                                                                                                                       F.L.37.02
     VC LENGTH                    OPTICAL FIBRE TO BE RELOCATED                                                            SEWER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                             F.L.37.00                                         F.L.38.80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               37.2
     RADIUS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              36.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               F.L.36.95




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      37.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  T
     GRADE                                      12.500% 2.500%                              10.000%         -5.000%                       -16.670%                                                                                       0.000%                                                                                                                                                                                                                                                                    F.L.38.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               37.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              37




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             37.8
                                                                                                                                                                                                                                                                                                                                                                                                                                              F.L.39.45                                                                                                                         .2             F.L.36.76




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     38.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                      E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TR
                                                                                                                                                                                                                                                                                                                                                                                                                                                     AT
     DATUM RL 29.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                    G




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         38.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    37




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         NS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               38.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .4
                                       36.764




                                                                                                                                                                                                                                                                                                                                                                                                                                                          F.L.39.30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        38.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SO
     LIP LEVELS LHS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         37
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               38.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    39.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 37
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .8
                                                                                                                                                                                                                                                                                                                                                                                                                                                          F.L.39.38




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             39.2
                                       36.524




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          38.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          HE
     LIP LEVELS RHS
                                       0.000




                                                                                                                                                                                                                                2.954




                                                                                                                                                                                                                                                  3.502




     CUT/FILL                                                                                                                                                                                                                                                                                                                                                                                                                                                                 F.L.38.70
     (Depth of)
                                       36.644




                                                                                                                                                                                                                                36.500




                                                                                                                                                                                                                                                  36.500




     DESIGN
     LEVELS

                                                                                                                                                                                                                                                                                                                                                                                                                                                          PLAN
                                       36.644




                                                                                                                                                                                                                                39.454




                                                                                                                                                                                                                                                  40.002




     EXISTING SURFACE
     LEVELS                                                                                                                                                                                                                                                                                                                                                                                                                                       SCALE A1 - 1 : 100
                                                                                                                                                                                                                                                                                                                                                                                                                                                        A3 - 1 : 200
                                                                                                                                                                                                                                20.000




                                                                                                                                                                                                                                                  24.239
                                       0.000




     CHAINAGE



     HC DATA

                                            DRIVEWAY - DW01
                                            HOR. 1 : 100
                                            VERT. 1 : 100

                                                                                            LONGITUDINAL SECTIONS
                                                                                                                       SCALE A1 - 1 : 100
                                                                                                                             A3 - 1 : 200                                                                                                                                                                                                     Issue     Made By    Date          Description
                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED RESIDENCE                                                                                                                                                                                                      Scale : AS SHOWN                         NOTES:
                                                                                                                                                                                                                                                                                                                                                A       M.T.       05/07/22      For Operational Works Approval
                                                                                                                                                                                                                                                                                                                                   REVISION




 0     1       2           4                6                         8               10m                                                                                                                                                                                                                                                                                                                                     at No.3 HENDERSON STREET SUNSHINE BEACH                                                                                                                                                                                 Job No.: 22-0360                         1. Do not scale drawings.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2. Scale is correct at A3.
                                                                                                                                                                                                                                                                                                                                                                                                                              Client: JMML DEVELOPMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Dwg No.: C03                             3. Check and verify all dimensions
 SCALE 1:100                                                                 @A1                                                                                                                                                                                                                                                                                                                                              Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT               Date : 16/05/22                                                                                                                                                 prior to commencement of work.
                                                                                                                                                                                                                                                                                                                                                                                                                              Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER                                  Date : 16/05/22         Ph: (07) 5444 5578    Email: [email protected]                                  FINISHED GRADING PLAN