Attachment F - Engineering Package · MCU22/0171

                                                                                                                                                                                                                                                                                                                                                                          REFER TO ARCHITECTURAL PLANS
                                                                                                                                                                                                                                                                                                                                                                          FOR FENCING EXTENTS AND TYPE




                                                                                                                                                                                              RP BOUNDARY




                                                                                                                                                                                                                                                                                                                                                    RP BOUNDARY
                                                                                                                                                                                                                                                                            RESIDENCE

                                                                                                                                                                   CORE FILLED BLOCK
                                                                                                                                                                   RETAINING WALL                                                                                                                                                                                           CORE FILLED BLOCK
                                                                                                                                                                                                                                                                           FFL = 2.700                                                                                      RETAINING WALL




                                                                                                                                                                     EXISTING SURFACE

                                                                                                                                                                                                                                         RAMP

                                                                                                                                                                                                                                                                            BASEMENT FFL = -0.3




                                   0                                                                                                                                                                                                                                                                                                                                                  Datum -3.000




                                                                                                                                                                                                                                                                                2.21



                                                                                                                                                                                                                                                                                          2.21



                                                                                                                                                                                                                                                                                                   2.22




                                                                                                                                                                                                                                                                                                                           2.25



                                                                                                                                                                                                                                                                                                                                    2.23
                                                                                                                                                                                                                                                                   2.20
                                                                                                                                                                                                                   1.57




                                                                                                                                                                                                                                             1.62



                                                                                                                                                                                                                                                        1.63




                                                                                                                                                                                                                                                                                                                 2.24
                                                                                                                                                                                                                                 1.60
                                                                                                                DEPTH CUT




                                                                                                                                                                                                          0.92




                                                                                                                                                                                                                                             0.82



                                                                                                                                                                                                                                                        0.81




                                                                                                                                                                                                                                                                                0.79



                                                                                                                                                                                                                                                                                          0.79



                                                                                                                                                                                                                                                                                                   0.79



                                                                                                                                                                                                                                                                                                                 0.79
                                                                                                                                                                                                                   0.77




                                                                                                                                                                                                                                                                   0.80




                                                                                                                                                                                                                                                                                                                           0.68



                                                                                                                                                                                                                                                                                                                                    0.68



                                                                                                                                                                                                                                                                                                                                            0.70
                                                                                                                                                                                                                                 0.74
                                                                                                                DEPTH FILL




                                                                                                                                                                                                          2.700



                                                                                                                                                                                                                   2.600



                                                                                                                                                                                                                                 2.600



                                                                                                                                                                                                                                             2.700



                                                                                                                                                                                                                                                        2.700



                                                                                                                                                                                                                                                                   2.700



                                                                                                                                                                                                                                                                                2.700



                                                                                                                                                                                                                                                                                          2.700



                                                                                                                                                                                                                                                                                                   2.700



                                                                                                                                                                                                                                                                                                                 2.700



                                                                                                                                                                                                                                                                                                                           2.600



                                                                                                                                                                                                                                                                                                                                    2.600



                                                                                                                                                                                                                                                                                                                                            2.600
                                                                                                                CONTROL LINE LEVELS
                                       5




                                                                                                                                                                                                          1.777



                                                                                                                                                                                                                   1.827



                                                                                                                                                                                                                                 1.859



                                                                                                                                                                                                                                             1.879



                                                                                                                                                                                                                                                        1.891




                                                                                                                                                                                                                                                                                                                 1.913



                                                                                                                                                                                                                                                                                                                           1.917



                                                                                                                                                                                                                                                                                                                                    1.915



                                                                                                                                                                                                                                                                                                                                            1.901



                                                                                                                                                                                                                                                                                                                                                                  1.949
                                                                                                                                                                                                                                                                   1.900



                                                                                                                                                                                                                                                                                1.906



                                                                                                                                                                                                                                                                                          1.908



                                                                                                                                                                                                                                                                                                   1.910
                                                                                                                EXISTING SURFACE

                                                                                   SECTION B
                                                                                                                CHAINAGE




                                                                                                                                                                                                                                                                                                                 12



                                                                                                                                                                                                                                                                                                                           13




                                                                                                                                                                                                                                                                                                                                            15
                                                                                                                                                                                                                                                                                                   11




                                                                                                                                                                                                                                                                                                                                                                  16



                                                                                                                                                                                                                                                                                                                                                                            17
                                                                                                                                                                                                                                                                                                                                                                            17
                                                                                                                                                                                                                                                                                          10




                                                                                                                                                                                                                                                                                                                                    14
                                                                                                                                                                                                          3



                                                                                                                                                                                                                   4



                                                                                                                                                                                                                                 5




                                                                                                                                                                                                                                                                   8



                                                                                                                                                                                                                                                                                9
                                                                                                                                                          0
                                                                                                                                                          0




                                                                                                                                                                                     2




                                                                                                                                                                                                                                             6



                                                                                                                                                                                                                                                        7
                                                                                                                                                                          1
                                           10                                                                                                                                                                                                        SECTION B
                                                                                                                                                                                                                                                     SCALE 1:100 @ A3


                                                                                                                                                                                                                                                                                                          CORE FILLED
                                                                                                                                                                                                                                                                                                          BLOCK WALL




                                                                                                                                                                                            RP BOUNDARY




                                                                                                                                                                                                                                                                                                                                                    RP BOUNDARY
                                                                                                                                                                                                                           FLOOD
                                                                                                                                                                                                                           BARRIER                                                                        TOP WALL
                                                                                                                                                                                                                           SYSTEM                                                                         RL=2.700 MIN.
                                               15


                                                                                         SECTION A                                                                                                                                                              DRIVEWAY
                              20
25




                                                                                                                                                                                                                                                                                                                                                                                     Datum -1.000
                                                                                                                                                                                    2.159




                                                                                                                                                                                                                                2.093



                                                                                                                                                                                                                                            2.093



                                                                                                                                                                                                                                                       2.093



                                                                                                                                                                                                                                                                  2.093



                                                                                                                                                                                                                                                                               2.093



                                                                                                                                                                                                                                                                                         2.093



                                                                                                                                                                                                                                                                                                  2.093



                                                                                                                                                                                                                                                                                                                2.093
                                                                                                                                                          2.250



                                                                                                                                                                         2.250




                                                                                                                                                                                                     2.100



                                                                                                                                                                                                                  2.094
                                                                                                               CONTROL LINE LEVELS
                                                                                         W
                                                                          W
                                                        W                                                      CHAINAGE




                                                                                                                                                                                                                                                                                                  11



                                                                                                                                                                                                                                                                                                                12



                                                                                                                                                                                                                                                                                                                           13




                                                                                                                                                                                                                                                                                                                                            15
                                                                                                                                                                                                                                                                                         10




                                                                                                                                                                                                                                                                                                                                                                  16



                                                                                                                                                                                                                                                                                                                                                                           17
                                                                                                                                                                                                                                                                                                                                                                           17
                                                                                                                                                                                                                                                                                                                                    14
                                                                                                                                                      0
                                                                                                                                                      0




                                                                                                                                                                                    2



                                                                                                                                                                                                      3



                                                                                                                                                                                                                  4



                                                                                                                                                                                                                                5




                                                                                                                                                                                                                                                       7



                                                                                                                                                                                                                                                                  8



                                                                                                                                                                                                                                                                               9
                                                                                                                                                                                                                                            6
                                                                                                                                                                         1




T                                          W                                  T
           T         W                                       T
      W                   T                      T


                   PP LAYOUT                                                                                                                                                                                                                         SECTION A
                SECTION                                                                                                                                                                                                                              SCALE 1:100 @ A3
                SCALE 1:200 @ A3
                                                                                       SCALE                                                                                                                                                                                                                                                                                 DRAWING STATUS


                                                                                                                                DME
                                                                                                                                                              APPROVED                                                          PROJECT                                                                             DRAWING TITLE
DESIGN - DM                                                                               AS SHOWN
                                                                                                                                                                  Dale Martin - RPEQ 16845
                                                                                                                                                                                                                                                                                                                                                                                FOR APPROVAL
                                                                                       HORIZONTAL DATUM                                                                                                                           PROPOSED DUAL OCCUPANCY                                                                EARTHWORKS                                          DRAWING NUMBER

DRAWN - DM                                                                                                                      PROJECTS                          P.O. BOX 7481
                                                                                                                                                                                                                                                                                                                         SECTIONS                                                    07
                                       A       SEP 22       FOR APPROVAL          DM      MGA 56                                                                  SIPPY DOWNS, QLD, 4556
                                                                                                                                                                  Phone: 0438 157 612
                                                                                                                                                                                                                                  128 GYMPIE TERRACE                                                                                                                         JOB NUMBER

APPROVED       13/09/2022              ISSUE DATE           DESCRIPTION           BY
                                                                                       VERTICAL DATUM
                                                                                                          Engineering - Design - Civil Project Services           Email: [email protected]                                  NOOSAVILLE, QLD, 4566                                                                                                                              220508
                                                                                          AHD                                                                                                                                                                                                                                                                                        ©DME Projects Pty. Ltd.