Response to Council's Further Advice

                                                                                                                                                                                                                                                                                                                                                                                                                                     R6
                                                                                                                                                                                                                                                                                                                                                                                                                                        .0
                                                                                                                                                                                                                                                                                                                                                                                                                                         m
                                                                                                                                                                                                                                                         46.41m




                                                                                                                                                                                                         30.00




                                                                                                                                                                                                                                                                  20.00




                                                                                                                                                                                                                                                                                                            10.00
                                                                                                                                                    0




                                                                                                                                                                                                                                                                                                                                                                         0.00
                                                                                                                                                40.0
                                                                                      m
                                                                                  3.0
                                                                                                                                                                                                                                                                                      TOP OF RTW2 RL=2.5m




                                                                                                                                                                                                                                                                                                                                                                                         m
                                                                                                                                                                                                                                                                                                                                                                                  2.0
                                                                                                                                                                                                                              QUEUING AREA




                                                                                                                                                                                                                                                                                                                               TOP OF RTW1 RL=2.5m
                                                                                                                                                                                                                                                                                                                                                                                                                          Existing Asphalt

                                                                                                                                                                  Lot 401                                                                                                                                                                                                                                                 Driveway


                                  Lot 201




                                                                                                                                                                                                                                                                                                                                                                                             DN100 SN2 PVC-u Water Main
                                                                                                             17.75m
                                                                                                                                                                  4RP72903
                                                                                                                                 50.00
                                                                                                                                                           0.00




                                                                                                                      22.98m




                                                                                                                                                                                                                                                                                                                                                                                22.98m
                                    2RP72903




                                                                                                                                                        60.00




                                                                                                                                                                                                 66.96




                                                                                                                                                                                                                      69.94
                                                                                                                                                                                                                                                                                                                          UP
                                                                                                                                 60.00
                                                                       m




                                                                                                                                                                                                                                                                                                                                                          STAIRS
                                                                    3.0




                                                                                                                                                                                                                                                         46.41m




                                                                                                                                                                                                                                                                                                                     m
                                                                                                                                                                                                                                                                                                                    2.0
                                                                                                                                                                                          Lot 402
                                                                                                                                                                                             4RP77225




                                                                                                                                                                                                                                                                                                                               TOP OF RTW1 RL=2.5m
                                                                                                                                       00




                                                                                                                                                                                                                                                                                                                                                                                             DN100 SN2 PVC-u Water Main
                                                                                                                                    70.
                                                                                                             18.44m




                                                                                                                                                                                                                                                                                                                                                                                18.44m
                                                                                                                                                                                                            84.81
                                                                                                                                                                  80.00




                                                                                                                                                                                                           UP




                                                                                                                                                                                                                                                                                                                                                                                                                                m
                                                                                                                                                                                                                                                                                                                                                                                                                              1.0
                                                                                                                                                                                                                                                                                                                                  STAIRS
                                                                                                                                  80.00

                                                                                                                                  81.49                                                                                                                                   TOP OF RTW2 RL=2.5m
                                                                                                                                                                                                                                                         46.41m
                                                                                                                                               100mm THICK REINFORCED CONCRETE (SL72
                                                                                                                                               MESH TOP) DRIVEWAY ACCESS SLAB.

                                                                                                                                               PROPOSED RESIDENCE ROOF AREA
                                                                                                                                                                                                                                 VEHICLE B99 TURNING CIRCLE PLAN
                                                                                                                                                                                                                                                            Scale 1 in 250


                                                                                                                                                                                                                                                                                                                                               Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
                                                                                                                                                                                                                                                                                                                                               Consulting Engineer and may not be copied, altered, sections omitted or erased and changes made without the prior
                                                                                                                                                                                                                                                                                                                                               written approval of Blackall Range Consulting Engineer. Acceptance of Blackall Range Consulting Engineer fee proposal
                                                                                                                                                                                                                                                                                                                                               or estimate is deemed sufficient to effectuate an agreement. Non-payment of said fee proposal or estimate and
                                                                                                                                                                                                                                                                                                                                               subsequent use of Blackall Range Consulting Engineer drawings or material is a breach of said agreement and subject
                                                                                                                                                                                                                                                                                                                                               to litigation. ABN 94950162458
Rev. No. Drawn Amendment Details
   0
                                                                                           Drawn
                                                                                           CJF
                                                                                                   Checked
                                                                                                   CJF
                                                                                                                  Date
                                                                                                                               Site Classification:         NA            Blackall Range                                          Email: [email protected]
                                                                                                                                                                                                                                  PO Box 342,TEWANTIN, QLD
                                                                                                                                                                                                                                  Phone: 54457353                CLIENT:                                                                             PROJECT DETAILS:          Sheet No.             9 of 13
                                                                                                                                                                                                                                  Mobile: 0419140465
                                                                                                                               Soil Classification:         CI            Consulting Civil, Structural & Geotechnical Engineer
                                                                                                                                                                                                                                                                 B & M GOULD
                                                                                                                                                                                                                                                                                                                                                                               Date Issued:
                                                                                                                                                                                                                                                                                                                                                     ALLOTMENT RECONFIGURATION CAD File:
                                                                                                                                                                                                                                                                                                                                                                                            Sept 2021



Copyright: The design and engineering content shown on this drawing remains the property
                                                                                                                               Wind Category:               N3                                                         Campbell J Foster                                                                                                             LOT 401 & 402 HAY STREET  DRAWING NUMBER              REV.
of Blackall Range Consulting Engineer and may not be copied, altered, sections omitted
or erased and changed in any way without the prior written approval from Blackall
Range Consulting Engineer. ABN 94950162458
                                                                                                                               Terrain Category:            2.5                                             MEIAust (CPEng Civil), RPEQ 7228, NER
                                                                                                                                                                                                                                                                                                                                                     TEWANTIN                  2021-1087-09                 2