Attachment 2 - Engineering Drawings

                                                                                                                                                                                                                               Proposed
                                                                                                                                                                                  Existing Surface.                             Garage
                                                                                                     Proposed Surface.

                                                                                                                                                                                                                   1:8
                                                                                                                                                                    1:4




                                                                                                                                                                                               Proposed Driveway
                                                                                                                                   1:8




                                                                                                                                                Proposed Driveway
                                                                                                         Edge of Bitumen




                                                                                                                                                                                 Boundary
                                                                                  Datum 30m




                                                                                                                                                                                                                           35.00
                                                                                                                                         33.87 33.72




                                                                                                                                                                          34.25 34.36
                                                                                                                     33.61 33.54
                                                                                Existing Gnd RL




                                                                                                                                                                                            34.48
                                                                          Proposed Driveway RL




                                                                                                                                         1.50
                                                                                                                0.00




                                                                                                                                                                                                                           8.75
                                                                                                                                                                          3.60

                                                                                                                                                                                            5.03
                                                                                      Chainage




                                                                                                                                    DRIVEWAY LONG SECTION                                                                 A
                                                                                                                                                                                                                         17A




                                                                      No.          Description                                                  Date                           Mat Deighton                                                 APPROVED
AAA Design & Development Pty Ltd                                                                                                                                                                                                                                                   DRIVEWAY LONG SECTION
34/13 Norval Court, MAROOCHYDORE, QLD 4558                                                                                                                                     14 Orealla St,
                                                                                                                                                                                                                                                                            Project number D139-01
Tel/Fax: (07) 5479 6747                                                                                                                                                         SUNRISE BEACH, QLD 4567
Mob:     0422 039 247                                                                                                                                                                                                                                                       Date         15/11/2022         3951-18
email: [email protected]           design &                                                                                                                                                                                            For & on behalf of AAA
                                                                                                                                                                                                                                                                            Drawn by          K.A.J
                                                Development Pty Ltd
                                                                      A           Stormwater Amend                                        11-11-2022                           PROPOSED DWELLING                                          Design & Development Consulting   Checked by        D.L.T   Scale @ A3      1:100