Response to Council's Further Advice

                                                   FFL = 2.90m

                                                                                                                                                                                                                                                                                                                                                                      3.33 Percent (1 in 30) Slope


                                                                                                                                  2.0 Percent (1 in 50) Slope                                                                                       0.5 Percent (1 in 200) Slope                           0.6 Percent (1 in 170) Slope
            DATUM LEVEL (m) - 1.00m
            DESIGN SURFACE LEVEL (m)

                                                                   2.05




                                                                                                     10.00 2.25




                                                                                                                                               20.00 2.45




                                                                                                                                                                                    30.00 2.65




                                                                                                                                                                                                                                       40.00 2.85




                                                                                                                                                                                                                                                                                   50.00 2.90




                                                                                                                                                                                                                                                                                                                                60.00 2.75




                                                                                                                                                                                                                                                                                                                                                         66.94 2.70



                                                                                                                                                                                                                                                                                                                                                                             69.96 2.80




                                                                                                                                                                                                                                                                                                                                                                                                                    80.00
            CHAINAGE (m)
                                                                   0.00




                                                                                                                                                                                   LOT 401 DRIVEWAY LONG SECTION
                                                                                                                                                                                                                             Not to Scale



                                                   FFL = 2.80m

                                                                                                                                                                                                                                                                                                                                                                                           1.0 Percent (1 in 100)                             1.04 Percent (1 in 96) Slope


            DATUM LEVEL (m) - 1.00m                                                                                               2.0 Percent (1 in 50) Slope                                                                                       0.5 Percent (1 in 200) Slope                0.0 Percent (Level)                                      1.5 Percent (1 in 66.7) Slope

            DESIGN SURFACE LEVEL (m)
                                                                   2.05




                                                                                                     10.00 2.25




                                                                                                                                               20.00 2.45




                                                                                                                                                                                    30.00 2.65




                                                                                                                                                                                                                                       40.00 2.85




                                                                                                                                                                                                                                                                                   50.00 2.90




                                                                                                                                                                                                                                                                                                                                60.00 2.90




                                                                                                                                                                                                                                                                                                                                                                        69.25 2.76
                                                                                                                                                                                                                                                                                                                                                                        70.00 2.75




                                                                                                                                                                                                                                                                                                                                                                                                                    80.00 2.60

                                                                                                                                                                                                                                                                                                                                                                                                                                 81.49 2.86




                                                                                                                                                                                                                                                                                                                                                                                                                                                         84.81 2.55
            CHAINAGE (m)
                                                                   0.00




                                                                                                                                                                                   LOT 402 DRIVEWAY LONG SECTION
                                                                                                                                                                                                                             Not to Scale




                                                                                                                                                                                                                                                                                                                                             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
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                                                                                           Drawn
                                                                                           CJF
                                                                                                   Checked
                                                                                                   CJF
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                                                                                                                         Site Classification:                   NA    Blackall Range                                          Email: [email protected]
                                                                                                                                                                                                                              PO Box 342,TEWANTIN, QLD
                                                                                                                                                                                                                              Phone: 54457353                 CLIENT:                                                                        PROJECT DETAILS:          Sheet No.             07 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                  2021-1087-07                 2