Appendix C - Engineering

                                             DOONELA ST EX CENTRELINE




                                                                                                                                        EXISTING KERB INVERT




                                                                                                                                                                                      PROPERTY BOUNDARY
                                                                                                                                                                 1.0m                                                                                                                                                                LOT 4
                                                                                                                                                               FOOTPATH                                                                                                                                                              TI6337




          DOONELLA STREET




                                                                                                                         EXISTING SURFACE                                                                                                                            DESIGN SURFACE




                   DATUM R.L. 0.00
                                                                                -3.00 %                                     -7.58 % 12.50 %                                   2.50 % 5.00 %                        -5.33 %               -16.67 %                                    -25.00 %                                        0.00 % 100.97 %                                                  0.00 %
                   GRADE
                   LENGTH                                                                                                                                                                                                                                                                                            VC 1.5
                                                                                                                                                                                                                                                                                                                     0.06 K

                   HORIZONTAL ALIMNT
                                                                                                                                                                                                                                                                                                                                                                                                                                               0.80                 3.05                     1.15
                                                                                                          TAN 12.225                                                                                                                                                                 TAN 6.409                                                                                                       TAN 6.735
                   ARC LENGTHS
                                                                                                                           -0.000




                                                                                                                                                                                                                                                                                                                                                                                                                  0.899
                                                                                                                                                                                                                                                                                                                                                                                  0.661
                                                                                                                                                                                                                                                                                                                                                     0.594
                                                                                                                                                                                                                                                                                                                                                     0.541
                                                                                                                                                                                                                                                                                                                                     0.495
                                                                                                                                                                                                                                                                                                                       0.504
                                                                                                                                                                                                                                                                                                         0.610
                                                                                                                                                                                                                                                          0.896
                                                                                                                                                                                                                              0.861
                                                                                                                                                                                                          0.627
                                                                                                                                                                                  0.460
                                                                                                                                                                                  0.456
                                                                                                                                                                      0.268
                                                                                                                                    0.000




                   CUT/FILL




                                                                                                                                                                                                                                                                                                                                                                                                                  2.600
                                                                                                                                                                                                                                                                                                                                                                                  2.600
                                                                                                                                                                                                                                                                                                                                                     2.600
                                                                                                                                                                                                                                                                                                                                                     2.550
                                                                                                                                                                                                                                                                                                                                     2.550
                                                                                                                                                                                                                                                                                                                       2.597
                                                                                                                                                                                                                                                                                                         2.737
                                                                                                                                                                                                                                                          3.367
                                                                                                                                                                                                                              3.617
                                                                                                                                                                                                          3.697
                                                                                                                                                                                  3.662
                                                                                                                                                                                  3.661
                                                                                                                                                                      3.637
                                                                                                                                    3.449
                                                                                                                           3.475
                                                3.691




                   DESIGN CENTRELINE


                                                                                                                                                                                                                                                                                                                                                                                                                                              0.95                  3.05                     1.20




                                                                                                                                                                                                                                                                                                                                                                                                                  1.701
                                                                                                                                                                                                                                                                                                                                                                                  1.939
                                                                                                                                                                                                                                                                                                                                                     2.006
                                                                                                                                                                                                                                                                                                                                                     2.009
                                                                                                                                                                                                                                                                                                                                     2.055
                                                                                                                                                                                                                                                                                                                       2.093
                                                                                                                                                                                                                                                                                                         2.128
                                                                                                                                                                                                                                                          2.470
                                                                                                                                                                                                                              2.756
                                                                                                                                                                                                          3.070
                                                                                                                                                                                  3.202
                                                                                                                                                                                  3.206
                                                                                                                                                                      3.369
                                                                                                                                    3.449
                                                                                                                           3.475




                   NATURAL SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     5.20




                                                                                                                                                                                                                                                                                                                                                                                                                  25.369
                                                                                                                                                                                                                                                                                                                                                                                  20.000
                                                                                                                                                                                                                                                                                                                                                     18.684
                                                                                                                                                                                                                                                                                                                                                     18.634
                                                                                                                                                                                                                                                                                                                                     17.742
                                                                                                                                                                                                                                                                                                                       16.992
                                                                                                                                                                                                                                                                                                         16.242
                                                                                                                                                                                                                                                          13.725
                                                                                                                                                                                                                              12.225
                                                                                                                                                                                                          10.725
                                                                                                                                                                                  10.025
                                                                                                                                                                                  10.000
                                                                                                                                                                      9.025
                                                                                                                                    7.525
                                                                                                                           7.187
                                                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.