Appendix C - Engineering

                                             DOONELA ST EX CENTRELINE




                                                                                                                                     EXISTING KERB INVERT




                                                                                                                                                                                                          PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                     LOT 5
                                                                                                                                                                                                                                                                                                                    RP73672

                                                                                                                                                              1.0m
                                                                                                                                                            FOOTPATH

         DOONELLA STREET




                                                                                                                                                               EXISTING SURFACE                                                                                                 DESIGN SURFACE




                   DATUM R.L. 0.00
                                                                               -3.00 %                                    -7.76 %                           12.50 %           2.50 % 5.00 %         -5.33 %                   -16.67 %                -23.03 %                    -12.50 %                                   -5.00 %                    99.18 %                      0.00 %
                   GRADE
                   LENGTH

                   HORIZONTAL ALIMNT
                                                                                                                                                                                                                                                                                                                                                                                                                               0.80                 3.05                     1.15
                   ARC LENGTHS                                                                                                                                                                                                TAN 26.334




                                                                                                                                                                                                                                                                                                                                                                                                  0.739
                                                                                                                                                                                                                                                                                                                                                          0.300
                                                                                                                                                                                                                                                                                                                                                          0.295
                                                                                                                                                                                                                                                                                                                                                          0.244
                                                                                                                                                                                                                                                                                                   0.319
                                                                                                                                                                                                                                                                       0.394
                                                                                                                                                                                                                                           0.607
                                                                                                                                                                                                                    0.727
                                                                                                                                                                                           0.665
                                                                                                                                                                                  0.452
                                                                                                                                                                                  0.431
                                                                                                                                                                      0.117
                                                                                                                                 0.000
                                                                                                                         0.000




                   CUT/FILL




                                                                                                                                                                                                                                                                                                                                                                                                  2.600
                                                                                                                                                                                                                                                                                                                                                          2.600
                                                                                                                                                                                                                                                                                                                                                          2.600
                                                                                                                                                                                                                                                                                                                                                          2.550
                                                                                                                                                                                                                                                                                                   2.698
                                                                                                                                                                                                                                                                       2.885
                                                                                                                                                                                                                                           3.231
                                                                                                                                                                                                                    3.481
                                                                                                                                                                                           3.561
                                                                                                                                                                                  3.525
                                                                                                                                                                                  3.523
                                                                                                                                                                      3.500
                                                                                                                                 3.302
                                                                                                                         3.327
                                                3.542




                   DESIGN CENTRELINE




                                                                                                                                                                                                                                                                                                                                                                                                  1.861
                                                                                                                                                                                                                                                                                                                                                          2.300
                                                                                                                                                                                                                                                                                                                                                          2.305
                                                                                                                                                                                                                                                                                                                                                          2.306
                                                                                                                                                                                                                                                                                                   2.379
                                                                                                                                                                                                                                                                       2.492
                                                                                                                                                                                                                                            2.624
                                                                                                                                                                                                                    2.753
                                                                                                                                                                                           2.895
                                                                                                                                                                                  3.072
                                                                                                                                                                                  3.092
                                                                                                                                                                      3.383
                                                                                                                                 3.301
                                                                                                                         3.327




                   NATURAL SURFACE                                                                                                                                                                                                                                                                                                                                                                                            0.95                  3.05                     1.20

                                                                                                                                                                                                                                                                                                                                                                                                                                                     5.20




                                                                                                                                                                                                                                                                                                                                                                                                  26.334
                                                                                                                                                                                                                                                                                                                                                          20.000
                                                                                                                                                                                                                                                                                                                                                          19.801
                                                                                                                                                                                                                                                                                                                                                          19.751
                                                                                                                                                                                                                                                                                                   16.796
                                                                                                                                                                                                                                                                       15.296
                                                                                                                                                                                                                                            13.796
                                                                                                                                                                                                                    12.296
                                                                                                                                                                                           10.796
                                                                                                                                                                                  10.074
                                                                                                                                                                                  10.000
                                                                                                                                                                      9.074
                                                                                                                                 7.490
                                                                                                                         7.163
                                                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.