RFI - Attachment 4 - Engineering Response Package · MCU22/0171

                                                                                      DEPTH CUT/FILL (m)                        EARTHWORKS                                                                                                                                                                                                                                          REFER TO ARCHITECTURAL PLANS
                                                                                                                                                                                                                                                                                                                                                                                    FOR FENCING EXTENTS AND TYPE
                                                                                                                               QUANTITIES - SITE




                                                                                                                                                                                                        RP BOUNDARY




                                                                                                                                                                                                                                                                                                                                                             RP BOUNDARY
                                                                                                        0.0 TO 1.0
                                                                                                                                                                                                                                                                                  RESIDENCE
                                                                                                                               CUT                  659 m3
                                                                                                        -0.5 TO 0.0            FILL                  58 m3                      CORE FILLED BLOCK
                                                                                                                                                                                RETAINING WALL                                                                                                                                                                                         CORE FILLED BLOCK
                                                                                                                                                         3
                                                                                                                               NETT (EXPORT) 601 m                                                                                                                               FFL = 2.700                                                                                           RETAINING WALL
                                                                                                        -1.0 TO -0.5

                                                                                                        -1.5 TO -1.0           FILL QTY IS MEASURED FROM
                                                                                                                               EXISTING SURFACE TO DESIGN                                                                                                                                                            EXISTING SURFACE
                                                                                                                               FINISHED SURFACE AND INCLUDES
                                                                                                        -2.0 TO -1.5           GROUND SLABS
                                                                                                                                                                                                                                               RAMP

                                                                                                        -2.5 TO -2.0                                                                                                                                                              BASEMENT FFL = -0.3




                                                                             SECTION C


                                                                                                                                                                                                                                                                                                                                                                                               Datum -3.000




                                                                                                                                                                                                                                                                                      2.21



                                                                                                                                                                                                                                                                                                2.21



                                                                                                                                                                                                                                                                                                         2.21



                                                                                                                                                                                                                                                                                                                        2.23



                                                                                                                                                                                                                                                                                                                                 2.25



                                                                                                                                                                                                                                                                                                                                          2.23
                                                                                                                                                                                                                                                   1.62



                                                                                                                                                                                                                                                              1.63



                                                                                                                                                                                                                                                                         2.20
                                                                                                                                                                                                                             1.57



                                                                                                                                                                                                                                       1.60
                               0                                                                                              DEPTH CUT




                                                                                                                                                                                                                    0.92




                                                                                                                                                                                                                                                   0.82



                                                                                                                                                                                                                                                              0.81
                                                                                                                                                                                                                             0.77




                                                                                                                                                                                                                                                                         0.80



                                                                                                                                                                                                                                                                                      0.79



                                                                                                                                                                                                                                                                                                0.79



                                                                                                                                                                                                                                                                                                         0.79



                                                                                                                                                                                                                                                                                                                        0.79



                                                                                                                                                                                                                                                                                                                                 0.68



                                                                                                                                                                                                                                                                                                                                          0.68



                                                                                                                                                                                                                                                                                                                                                   0.70
                                                                                                                                                                                                                                       0.74




                                                                                                                                                                                                                                                                                                                                                                           0.64
                                                                                                                              DEPTH FILL




                                                                                                                                                                                     2.677



                                                                                                                                                                                              2.689




                                                                                                                                                                                                                                                                                                                                                                           2.592
                                                                                                                                                                        2.664




                                                                                                                                                                                                                    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




                                                                                                                                                                                                                                       1.859



                                                                                                                                                                                                                                                   1.879



                                                                                                                                                                                                                                                              1.891




                                                                                                                                                                                                                                                                                                                        1.913




                                                                                                                                                                                                                                                                                                                                          1.915



                                                                                                                                                                                                                                                                                                                                                   1.901



                                                                                                                                                                                                                                                                                                                                                                           1.949
                                                                                                                                                                                                                    1.777



                                                                                                                                                                                                                             1.827




                                                                                                                                                                                                                                                                         1.900



                                                                                                                                                                                                                                                                                      1.906



                                                                                                                                                                                                                                                                                                1.908



                                                                                                                                                                                                                                                                                                         1.910




                                                                                                                                                                                                                                                                                                                                 1.917
                                                                                                                              EXISTING SURFACE

                                                                                                                              CHAINAGE




                                                                                                                                                                                                                                                                                                                                 13




                                                                                                                                                                                                                                                                                                                                                   15
                                                                                                                                                                                                                                                                                                         11



                                                                                                                                                                                                                                                                                                                        12




                                                                                                                                                                                                                                                                                                                                                                                        17
                                                                                                                                                                                                                                                                                                                                                                                        17
                                                                                                                                                                                                                                                                                                10




                                                                                                                                                                                                                                                                                                                                          14




                                                                                                                                                                                                                                                                                                                                                                           16
                                                                                                                                                                                                                    3



                                                                                                                                                                                                                             4



                                                                                                                                                                                                                                       5




                                                                                                                                                                                                                                                                                      9
                                                                                                                                                                     0
                                                                                                                                                                     0




                                                                                                                                                                                              2




                                                                                                                                                                                                                                                   6



                                                                                                                                                                                                                                                              7



                                                                                                                                                                                                                                                                         8
                                                                                                                                                                                     1
                                                                                 SECTION B


                                                                                                                                                                                                                                                           SECTION B
                                       10                                                                                                                                                                                                                  SCALE 1:100 @ A3




                                                                                                                                                                                                      RP BOUNDARY




                                                                                                                                                                                                                                                                                                                                                           RP BOUNDARY
                                                                                                                                                                                                                                                                                                                 CORE FILLED
                                                                                                                                                                                                                                                                                                                 BLOCK WALL


                                           15

                                                                                                                                                                                                                                                                      DRIVEWAY
                                                                                         SECTION A
                          20
25




                                                                                                                                                                                             2.159                                                                                                                                                                                             Datum -1.000



                                                                                                                                                                                                                            2.085



                                                                                                                                                                                                                                      2.085



                                                                                                                                                                                                                                                  2.085



                                                                                                                                                                                                                                                             2.085



                                                                                                                                                                                                                                                                        2.085



                                                                                                                                                                                                                                                                                     2.085



                                                                                                                                                                                                                                                                                               2.085



                                                                                                                                                                                                                                                                                                        2.085



                                                                                                                                                                                                                                                                                                                       2.083
                                                                                                                                                                       2.250



                                                                                                                                                                                    2.250




                                                                                                                                                                                                               2.100




                                                                                                                                                                                                                                                                                                                                2.050



                                                                                                                                                                                                                                                                                                                                         2.050



                                                                                                                                                                                                                                                                                                                                                  1.525
                                                                                                                             CONTROL LINE LEVELS
                                                                                         W
                                                                                                                             CHAINAGE




                                                                                                                                                                                                                                                                                                        11



                                                                                                                                                                                                                                                                                                                       12



                                                                                                                                                                                                                                                                                                                                13




                                                                                                                                                                                                                                                                                                                                                  15
                                                                         W




                                                                                                                                                                                                                                                                                               10




                                                                                                                                                                                                                                                                                                                                                                         16



                                                                                                                                                                                                                                                                                                                                                                                       17
                                                                                                                                                                                                                                                                                                                                                                                       17
                                                                                                                                                                                                                                                                                                                                         14
                                                                                                                                                                     0
                                                                                                                                                                     0




                                                                                                                                                                                              2



                                                                                                                                                                                                                3



                                                                                                                                                                                                                            4



                                                                                                                                                                                                                                      5




                                                                                                                                                                                                                                                             7



                                                                                                                                                                                                                                                                        8



                                                                                                                                                                                                                                                                                     9
                                                                                                                                                                                                                                                  6
                                                                                                                                                                                     1




                                                       W                                     T
                                           SECTION D




                                       W

                                                                                                                                                                                                                                                           SECTION A
               SECTION LAYOUT                                                                                                                                                                                                                              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                         B       JAN 23      INFORMATION REQUEST     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      23/01/2023           ISSUE DATE              DESCRIPTION          BY
                                                                                     VERTICAL DATUM
                                                                                                                Engineering - Design - Civil Project Services    Email: [email protected]                                NOOSAVILLE, QLD, 4566                                                                                                                                    220508
                                                                                          AHD                                                                                                                                                                                                                                                                                         ©DME Projects Pty. Ltd.