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Appendix C - Engineering

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                                                                                                                           PROPERTY BOUNDARY




                                                                                                                                                                                                                                                                                          PROPERTY BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                              PROPERTY BOUNDARY
                                                                                                                                                                                                        LOT 4                                                                                                                                        5
                                                                                                                                                                                                        TI6337                                                                                                                                    RP73672




                                                                                                                                                                                                                          DRIVEWAY                                                                                              DRIVEWAY




                                                                                                                                                                              EXISTING SURFACE                                              DESIGN SURFACE




                                                                                               DATUM R.L. 2.00
                                                                                               GRADE                                           2.02 %                 5.00 %                                                3.12 %                                      2.69 %                                                   3.56 %                     2.31 %              -3.41 %

                                                                                               LENGTH

                                                                                               HORIZONTAL ALIMNT
                                                                                               ARC LENGTHS                                        TAN 4.157           TAN 4.460                TAN 1.420                 TAN 4.225                                  TAN 5.102                                                   TAN 4.000                       TAN 6.998




                                                                                                                                                                                                                                                                                                                                                                                     -0.000
                                                                                                                          0.000



                                                                                                                                                    0.000




                                                                                                                                                              0.068




                                                                                                                                                                                                          0.117
                                                                                                                                                                                                          0.119




                                                                                                                                                                                                                                                 0.117
                                                                                                                                                                                                                                                          0.089




                                                                                                                                                                                                                                                                                                              0.268
                                                                                                                                                                                                                                                                                                                       0.281




                                                                                                                                                                                                                                                                                                                                             0.266


                                                                                                                                                                                                                                                                                                                                                       0.150




                                                                                                                                                                                                                                                                                                                                                                       0.000



                                                                                                                                                                                                                                                                                                                                                                                     0.010
                                                                                               CUT/FILL
                                                                                                                          2.925



                                                                                                                                                    2.965




                                                                                                                                                              3.116




                                                                                                                                                                                                          3.366
                                                                                                                                                                                                          3.368




                                                                                                                                                                                                                                                 3.499
                                                                                                                                                                                                                                                          3.519




                                                                                                                                                                                                                                                                                                              3.637
                                                                                                                                                                                                                                                                                                                       3.659




                                                                                                                                                                                                                                                                                                                                             3.779


                                                                                                                                                                                                                                                                                                                                                       3.817




                                                                                                                                                                                                                                                                                                                                                                       3.885



                                                                                                                                                                                                                                                                                                                                                                                     3.815
                                                                                                                                                                                                                                                                                                                                                                                     3.803
                                                                                               DESIGN CENTRELINE
                                                                                                                          2.925



                                                                                                                                                    2.965




                                                                                                                                                              3.048




                                                                                                                                                                                                          3.249
                                                                                                                                                                                                          3.249




                                                                                                                                                                                                                                                 3.383
                                                                                                                                                                                                                                                          3.431




                                                                                                                                                                                                                                                                                                              3.369
                                                                                                                                                                                                                                                                                                                       3.378




                                                                                                                                                                                                                                                                                                                                             3.513


                                                                                                                                                                                                                                                                                                                                                       3.667




                                                                                                                                                                                                                                                                                                                                                                       3.885



                                                                                                                                                                                                                                                                                                                                                                                     3.805
                                                                                                                                                                                                                                                                                                                                                                                     3.803
                                                                                               NATURAL SURFACE


                                                                                                                                                                                                          10.000
                                                                                                                                                                                                          10.037




                                                                                                                                                                                                                                                 14.262
                                                                                                                                                                                                                                                          15.000




                                                                                                                                                                                                                                                                                                              19.365
                                                                                                                                                                                                                                                                                                                       20.000




                                                                                                                                                                                                                                                                                                                                             23.365


                                                                                                                                                                                                                                                                                                                                                       25.000




                                                                                                                                                                                                                                                                                                                                                                       27.953



                                                                                                                                                                                                                                                                                                                                                                                     30.000
                                                                                                                                                                                                                                                                                                                                                                                     30.363
                                                                                                                          0.000



                                                                                                                                                    1.989




                                                                                                                                                              5.000




                                                                                               CHAINAGE



                                                                                                                                                                                                                FOOTPATH LONGITUDINAL SECTION
                                                                                                                                                                                                                    HORIZONTAL SCALE 1:100
                                                                                                                                                                                                                      VERTICAL SCALE 1:20




                                                                                                                                                                                                                                                                                                                                                                                                                                          0.2   0   0.2   0.4     0.6   0.8   1.0
                                                                                                                                                                                                                                                                                                                                                                                                                                  SCALE                                              (metres)
                                                                                                                                                                                                                                                                                                                                                                                                                                                1 : 20 (FULL SIZE)
                                                                                                                                                                                                                                                                                                                                                                                                                                          1     0    1     2       3     4       5
                                                                                                                                                                                                                                                                                                                                                                                                                                  SCALE                                              (metres)
                                                                                                                                                                                                                                                                                                                                                                                                                                                1 : 100 (FULL SIZE)



                                                                  North Point       Approved                                                                                                                                                                                                                                         Project Address                                                              Title
                                                                                    BEN PARRY
                                                                                    RPEQ 28084                                                                                                                                                                                                                                       53-55 DONNELLA ST                                                            FOOTPATH LONGITUDINAL SECTION
                                                                                                                                                                                                                                                                                                                                     TEWANTIN QLD 4565
                                                                                    For and on behalf of RECOR Pty Ltd.                                                                                                                                                                                                              LOT 4 T16337 & LOT 5 RP73672
                                                                                N




                                                                                    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

                                                                                                                                                                                                                                                                                                                                                                                                                                                                012                                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.
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