Appendix C - Engineering

                                             DOONELA ST EX CENTRELINE




                                                                                                                                        EXISTING KERB INVERT




                                                                                                                                                                                       PROPERTY BOUNDARY
                                                                                                                                                                 1.0m
                                                                                                                                                               FOOTPATH                                                                                                                                                               LOT 4
                                                                                                                                                                                                                                                                                                                                      TI6337




          DOONELLA STREET




                                                                                                                                                                          EXISTING SURFACE                            DESIGN SURFACE




                   DATUM R.L. 0.00
                                                                                -3.00 %                                     -7.64 % 12.50 %                                   2.50 % 5.00 %                         -5.33 %              -16.67 %                                          -25.00 %                                        0.00 %         99.03 %                                     0.00 %
                   GRADE
                   LENGTH                                                                                                                                                                                                                                                                                                        VC 1.5
                                                                                                                                                                                                                                                                                                                                 0.06 K

                   HORIZONTAL ALIMNT
                                                                                                                                                                                                                                                                                                                                                                                                                                                0.80                 3.05                     1.15
                   ARC LENGTHS                                                                                                                                                                                                    TAN 25.318
                                                                                                                                   -0.000




                                                                                                                                                                                                                                                                                                                                                                                                                   0.888
                                                                                                                                                                                                                                                                                                                                                                                   0.549
                                                                                                                                                                                                                                                                                                                                                0.506
                                                                                                                                                                                                                                                                                                                                                0.454
                                                                                                                                                                                                                                                                                                                                                0.445
                                                                                                                                                                                                                                                                                                                                  0.468
                                                                                                                                                                                                                                                                                                                    0.585
                                                                                                                                                                                                                                                           0.792
                                                                                                                                                                                                                               0.787
                                                                                                                                                                                                           0.694
                                                                                                                                                                                  0.459
                                                                                                                                                                                  0.459
                                                                                                                                                                      0.266
                                                                                                                           0.000




                   CUT/FILL




                                                                                                                                                                                                                                                                                                                                                                                                                   2.600
                                                                                                                                                                                                                                                                                                                                                                                   2.600
                                                                                                                                                                                                                                                                                                                                                2.600
                                                                                                                                                                                                                                                                                                                                                2.550
                                                                                                                                                                                                                                                                                                                                                2.550
                                                                                                                                                                                                                                                                                                                                  2.597
                                                                                                                                                                                                                                                                                                                    2.738
                                                                                                                                                                                                                                                           3.509
                                                                                                                                                                                                                               3.759
                                                                                                                                                                                                           3.839
                                                                                                                                                                                  3.804
                                                                                                                                                                                  3.804
                                                                                                                                                                      3.779
                                                                                                                                   3.592
                                                                                                                           3.617
                                                3.832




                   DESIGN CENTRELINE




                                                                                                                                                                                                                                                                                                                                                                                                                   1.712
                                                                                                                                                                                                                                                                                                                                                                                   2.051
                                                                                                                                                                                                                                                                                                                                                2.094
                                                                                                                                                                                                                                                                                                                                                2.096
                                                                                                                                                                                                                                                                                                                                                2.105
                                                                                                                                                                                                                                                                                                                                  2.129
                                                                                                                                                                                                                                                                                                                    2.152
                                                                                                                                                                                                                                                           2.717
                                                                                                                                                                                                                               2.972
                                                                                                                                                                                                           3.145
                                                                                                                                                                                  3.345
                                                                                                                                                                                  3.345
                                                                                                                                                                      3.513
                                                                                                                                   3.592
                                                                                                                           3.617




                   NATURAL SURFACE                                                                                                                                                                                                                                                                                                                                                                                                             0.95                  3.05                     1.20

                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5.20




                                                                                                                                                                                                                                                                                                                                                                                                                   25.318
                                                                                                                                                                                                                                                                                                                                                                                   20.000
                                                                                                                                                                                                                                                                                                                                                18.633
                                                                                                                                                                                                                                                                                                                                                18.583
                                                                                                                                                                                                                                                                                                                                                18.283
                                                                                                                                                                                                                                                                                                                                  17.533
                                                                                                                                                                                                                                                                                                                    16.783
                                                                                                                                                                                                                                                           13.697
                                                                                                                                                                                                                               12.197
                                                                                                                                                                                                           10.697
                                                                                                                                                                                   10.000
                                                                                                                                                                                   9.998
                                                                                                                                                                      8.998
                                                                                                                                   7.498
                                                                                                                           7.160
                                                0.000




                   CHAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                            B99 VEHICLE (REALISTIC MIN RADIUS) (2004)
                                                                                                                                                                                                                                                                                                                                                                                                                                            OVERALL LENGTH                                                 5.200m
                                                                                                                                                                      DRIVEWAY CROSSOVER LONGITUDINAL SECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                            OVERALL WIDTH                                                  1.940m
                                                                                                                                                                                                                HORIZONTAL SCALE 1:50
                                                                                                                                                                                                                                                                                                                                                                                                                                            OVERALL BODY HEIGHT                                            1.878m
                                                                                                                                                                                                                 VERTICAL SCALE 1:50
                                                                                                                                                                                                                                                                                                                                                                                                                                            MIN BODY GROUND CLEARANCE                                      0.120m
                                                                                                                                                                                                                                                                                                                                                                                                                                            TRACK WIDTH                                                    1.840m
                                                                                                                                                                                                                                                                                                                                                                                                                                            LOCK-TO-LOCK TIME                                              4.00s
                                                                                                                                                                                                                                                                                                                                                                                                                                            KERB TO KERB TURNING RADIUS                                    6.250m




                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.0           0         1.0           2.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                       SCALE                                               (metres)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1 : 50 (FULL SIZE)


                                                                                          North Point   Approved                                                                                                                                                                                                                                                                    Project Address                         Title
                                                                                                        BEN PARRY
                                                                                                        RPEQ 28084                                                                                                                                                                                                                                                                  53-55 DONNELLA ST                       DRIVEWAY LONGITUDINAL SECTIONS SHEET 1 OF 4
                                                                                                                                                                                                                                                                                                                                                                                    TEWANTIN QLD 4565
                                                                                                        For and on behalf of RECOR Pty Ltd.                                                                                                                                                                                                                                         LOT 4 T16337 & LOT 5 RP73672
                                                                                                        Scale                                                                                                                                                        ENGINEERING + PROJECT MANAGEMENT                                                                                Client Details                         PROJECT NAME:                                    Project Number                           Sheet Size
                                                                                                                                                                                                                                                                     SUNSHINE COAST | BRISBANE | SYDNEY
 B    23/06/23   OPW ISSUE                                               HL    BP                                                                                                                                                                                   www.recorconsulting.com | ABN 89 647 469 707                                                                    BLACKWOOD ASSETS                        PROPOSED                                         20210038                                   A1
 A    05/05/23   MCU ISSUE                                               JAC   BRP
                                                                                                                                               AS SHOWN                                                                         COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This                                                            RESIDENTIAL DUPLEX                               Drawing Number                            Revision

                                                                                                                                                                                                                                                                                                                                                                                                                                                                             050                                         B
                                                                                                                                                                                                                              drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as 'Issued For Construction' in

Rev   Date                   Revision Description                       Drawn Check                                            DO NOT SCALE, IF IN DOUBT ASK                                                                                                                                the revision description.