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2020036-OPW Rev A

Attached to the e-mail Operational Works Application OPW20/0021- DA Form 1- Cover Letter - Engineering Plans - Owners Consent - 17 Cloudsley St Noosaville.

of 7

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                                                                                            Proposed Dwelling
                                                                               Engineering Plans for Driveway & Stormwater
                                                                                                                                                                at
                                                                                                                                                    17 Cloudsley St, Noosaville
                                                                                                                                                               For
                                                                                                                                                          PF Residences




                                                                                 SITE OF WORKS




Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                                ABN: 13 609 593 339 Project       Proposed Dwelling             Drawing Title   Index & Locality Plan
Date            July 2020                                     Drawn      JAG   Checked    BG                                                                                             PO Box 5028
                                                                                                                                                    NORTH




                                                                                                                                                                                     Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   BG                                                                                                           Location   17 Cloudsley St, Noosaville
Client in accordance with the Terms of Agreement.                                                                                                                                            QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD RPEQ 14557                                                                                       Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                A   23-12-20   Additional Detail added

                                                                                               Issue Date Description
                                                                                                                                         JAG   BG

                                                                                                                                         By Chkd
                                                                                                                                                             Email: [email protected] Client     PF Residences                 Project No.     2020036 Dwg No. 01      of   07   Issue   A
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Page 2

                                                                                                                                                                                                                                                    LEGEND

                                                                                                                                                                                                                                                      D       D




                                                                                                                                                                                                                                                            W




                                                                                                                                                                                                                                     CLOUDSLEY ST
                                                                                                                                                                                                                                                                         0    2      4         6          8     10m


                                                                                                                                                                                                                                                                                    SCALE 1:200 A3



Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                               ABN: 13 609 593 339 Project       Proposed Dwelling                   Drawing Title   Existing Features Plan
Date            July 2020                                     Drawn      JAG   Checked    BG                                                                                            PO Box 5028
                                                                                                                                                    NORTH




                                                                                                                                                                                    Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   BG                                                                                                          Location   17 Cloudsley St, Noosaville
Client in accordance with the Terms of Agreement.                                                                                                                                           QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD RPEQ 14557                                                                                      Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                A   23-12-20   Additional Detail added

                                                                                               Issue Date Description
                                                                                                                                         JAG   BG

                                                                                                                                         By Chkd
                                                                                                                                                            Email: [email protected] Client     PF Residences                       Project No.     2020036 Dwg No. 02              of   07   Issue   A

Page 3

                                                                                                                                                                                                                                                                      LEGEND




                                                                                                                                                                                                                                                                          D       D




                                                                                                                                                                                                                                                                                  W




                                                                                                                                                                                                                                           0.50m
                                                                                                                                                                                                                                           5.00m
                                                                                                                                                                     GARAGE
                                                                                                                                                                     FFL: 2.70




                                                                                                                                                                                                                                                   CLOUDSLEY ST
                                                                                                                                                                                                                                           0.50m
                                                                                                                                                                                                                                                                                      0    2     4         6          8     10m


                                                                                                                                                                                                                                                                                                SCALE 1:200 A3



Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                               ABN: 13 609 593 339 Project       Proposed Dwelling                                Drawing Title   Development Layout Plan
Date            July 2020                                     Drawn      JAG   Checked    BG                                                                                            PO Box 5028
                                                                                                                                                    NORTH




                                                                                                                                                                                    Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   BG                                                                                                          Location   17 Cloudsley St, Noosaville
Client in accordance with the Terms of Agreement.                                                                                                                                           QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD RPEQ 14557                                                                                      Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                A   23-12-20   Additional Detail added

                                                                                               Issue Date Description
                                                                                                                                         JAG   BG

                                                                                                                                         By Chkd
                                                                                                                                                            Email: [email protected] Client     PF Residences                                    Project No.     2020036 Dwg No. 03             of   07   Issue   A

Page 4

                                                                                                                                                                                                                                                                             LEGEND




                                                                                                                                                                                                                                                                                 D      D




                                                                                                                                                                                                                                                                                       W




                                                                                                                                                                                                                                                        CLOUDSLEY ST
                                                                                                                                                                                                                               0.50m
                                                                                                                                  13.158




                                                                                                                                                                                                                  0.000
                                                                                                                                                      10




                                                                                                                                                                        5




                                                                                                                                                                                                                               5.00m
                                                                                          GARAGE
                                                                                          FFL: 2.70




                                                                                                                                                                                           ≈0.85m




                                                                                                                                                                                                                  0.000
                                                                                                                                                                        5
                                                                                                                                                      10
                                                                                                                                  13.142




                                                                                                                                                                                                                               0.50m
                                                                                                                                                                                                                                                                                            0   1.0    2.0        3.0        4.0    5.0m


                                                                                                                                                                                                                                                                                                      SCALE 1:100 A3



Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                                      ABN: 13 609 593 339 Project         Proposed Dwelling                            Drawing Title   Driveway Layout Plan
Date            July 2020                                     Drawn      JAG   Checked    BG                                                                                                   PO Box 5028
                                                                                                                                                           NORTH




                                                                                                                                                                                           Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   BG                                                                                                                 Location     17 Cloudsley St, Noosaville
Client in accordance with the Terms of Agreement.                                                                                                                                                  QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD RPEQ 14557                                                                                             Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                A   23-12-20   Additional Detail added

                                                                                               Issue Date Description
                                                                                                                                           JAG   BG

                                                                                                                                           By Chkd
                                                                                                                                                                   Email: [email protected] Client       PF Residences                                Project No.     2020036 Dwg No. 04               of   07    Issue   A

Page 5

                                                                                                                                                                                                                               PROPERTY BDY




                                                                                                                                                                                                                                                                                                                       VIP RL 2.5
                                                                                                                                                                                                                                              VIP RL 1.736
                                                                                                                                                                                           VIP RL 1.598
                                                                                                                                                VIP RL 1.511
                     HORIZONTAL CURVE DATA


                     VERTICAL CURVE LENGTH (m)
                     VERTICAL CURVE RADIUS (m)

                     VERTICAL GEOMETRY GRADE (%)                                                                                     10%                                      2.5%                                       6.5%                                                      16.9%                                              10%
                     VERTICAL GEOMETRY LENGTH (m)                                                                                     1.5                                      3.5                                       2.11                                                       4.53                                               1.5

                     DATUM RL = -3.200

                     FINISHED SURFACE LEVEL




                                                                                                                     1.361



                                                                                                                                            1.511




                                                                                                                                                                                       1.598




                                                                                                                                                                                                                                      1.736




                                                                                                                                                                                                                                                                                                  2.223



                                                                                                                                                                                                                                                                                                                  2.500



                                                                                                                                                                                                                                                                                                                                                     2.650
                     EXISTING SURFACE LEVEL




                                                                                                                     1.361



                                                                                                                                            1.382




                                                                                                                                                                                       1.339




                                                                                                                                                                                                                                      1.409




                                                                                                                                                                                                                                                                                                  1.469



                                                                                                                                                                                                                                                                                                                  1.501



                                                                                                                                                                                                                                                                                                                                                     1.464
                     CUT / FILL DEPTH




                                                                                                                     0.000



                                                                                                                                            0.129




                                                                                                                                                                                       0.259




                                                                                                                                                                                                                                      0.327




                                                                                                                                                                                                                                                                                                  0.754



                                                                                                                                                                                                                                                                                                                  0.999



                                                                                                                                                                                                                                                                                                                                                     1.186
                                                                                                                                                                                                                                                                                                                  11.642



                                                                                                                                                                                                                                                                                                                                                     13.142
                     CONTROL LINE CHAINAGE




                                                                                                                                                                                                                                      7.11
                                                                                                                                            1.5




                                                                                                                                                                                                                                                                                                  10
                                                                                                                     0




                                                                                                                                                                                       5
                    LONGITUDINAL SECTION LHS

                                                                                                                                                                                                                                                                                                                                                                                                                                          TYPICAL DETAIL OF
                                                                                                                                                                                                                                                                                                                                                                                                                                         PERMEABLE PAVING




                                                                                                                                                                                                                                              PROPERTY BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                                  SCALE 1:25




                                                                                                                                                                                                                                                                                                                                    VIP RL 2.483
                                                                                                                                                                                                                                                                                   VIP RL 1.837
                                                                                                                                                                                                          VIP RL 1.544
                                                                                                                                                               VIP RL 1.457




                                                                                                                                                                                                                                                             VIP RL 1.65




                        HORIZONTAL CURVE DATA


                        VERTICAL CURVE LENGTH (m)
                        VERTICAL CURVE RADIUS (m)

                        VERTICAL GEOMETRY GRADE (%)                                                                                    10%                                      2.5%                                       5%                                              12.5%                          21.2%                                    11.1%
                        VERTICAL GEOMETRY LENGTH (m)                                                                                    1.5                                      3.5                                       2.11                                             1.5                            3.05                                     1.5

                        DATUM RL = -3.400

                        FINISHED SURFACE LEVEL
                                                                                                                             1.307



                                                                                                                                                     1.457




                                                                                                                                                                                                1.544




                                                                                                                                                                                                                                                   1.650



                                                                                                                                                                                                                                                                               1.837


                                                                                                                                                                                                                                                                                                          2.132



                                                                                                                                                                                                                                                                                                                           2.483



                                                                                                                                                                                                                                                                                                                                                              2.650




                        EXISTING SURFACE LEVEL
                                                                                                                             1.307



                                                                                                                                                     1.327




                                                                                                                                                                                                1.267




                                                                                                                                                                                                                                                   1.342



                                                                                                                                                                                                                                                                               1.405


                                                                                                                                                                                                                                                                                                          1.437



                                                                                                                                                                                                                                                                                                                           1.484



                                                                                                                                                                                                                                                                                                                                                              1.478




                        CUT / FILL DEPTH
                                                                                                                             0.000



                                                                                                                                                     0.130




                                                                                                                                                                                                0.277




                                                                                                                                                                                                                                                   0.308



                                                                                                                                                                                                                                                                               0.433


                                                                                                                                                                                                                                                                                                          0.695



                                                                                                                                                                                                                                                                                                                           0.999



                                                                                                                                                                                                                                                                                                                                                              1.172
                                                                                                                                                                                                                                                                                                                           11.658



                                                                                                                                                                                                                                                                                                                                                              13.158




                        CONTROL LINE CHAINAGE
                                                                                                                                                                                                                                                   7.11



                                                                                                                                                                                                                                                                               8.61
                                                                                                                                                     1.5




                                                                                                                                                                                                                                                                                                          10
                                                                                                                             0




                                                                                                                                                                                                5




                       LONGITUDINAL SECTION RHS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0    2     4         6          8     10m


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SCALE 1:200 A3



Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                          ABN: 13 609 593 339 Project       Proposed Dwelling                  Drawing Title   Driveway Longitudinal Sections
Date            July 2020                                     Drawn      JAG   Checked    BG                                                                                                                                                                                                                                                                                                       PO Box 5028
                                                                                                                                                                                                                                                                                   NORTH




                                                                                                                                                                                                                                                                                                                                                                                               Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   BG                                                                                                                                                                                                                                                                                                                     Location   17 Cloudsley St, Noosaville
Client in accordance with the Terms of Agreement.                                                                                                                                                                                                                                                                                                                                                      QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD RPEQ 14557                                                                                                                                                                                                                                                                                                 Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                A   23-12-20   Additional Detail added

                                                                                               Issue Date Description
                                                                                                                                                                                                 JAG

                                                                                                                                                                                                  By Chkd
                                                                                                                                                                                                                          BG
                                                                                                                                                                                                                                                                                                                                                                       Email: [email protected] Client     PF Residences                      Project No.     2020036 Dwg No. 05             of   07   Issue   A

Page 6

                                                                                                                                                                                                  Centreline Data
                                                                                                                                                                                                  X = 253.692                                         -2.56%
                                                                                Centreline Data                                                                                                   Y = 152.906
                                                                                X = 258.692                                                                                                       Z = 2.054
                                                                                Y = 152.918                                                  -1.06%              1 in -6                          DATUM RL 0.500
                                                                                Z = 1.573
                                                                                DATUM RL 0.500




                                                                                                                                                                                                                                           2.054




                                                                                                                                                                                                                                                                1.926
                                                                                                                                                                                                  DESIGN




                                                                                                                   1.348

                                                                                                                                  1.573




                                                                                                                                                       1.520




                                                                                                                                                                               1.221
                                                                                DESIGN




                                                                                                                                                                                                                                           1.448




                                                                                                                                                                                                                                                                1.414
                                                                                                                                                                                                  SURVEY




                                                                                                                   1.348

                                                                                                                                  1.334




                                                                                                                                                       1.231




                                                                                                                                                                               1.221
                                                                                SURVEY




                                                                                                                                                                                                                                           0.000




                                                                                                                                                                                                                                                                5.007
                                                                                                                                                                                                  OFFSET
                                                                                                                                                                                                                                                                                                                               -1%




                                                                                                                   -0.903
                                                                                                                                                                                                                                                                                                Centreline Data




                                                                                                                                  0.000




                                                                                                                                                       4.998




                                                                                                                                                                               6.792
                                                                                OFFSET
                                                                                                                                                                                                                                                   CHAINAGE 9                                   X = 249.550
                                                                                                                                                                                                                                                                                                Y = 152.895
                                                                                                                                                                                                                                                                                                Z = 2.650
                                                                                                                                           CHAINAGE 4
                                                                                                                                                                                                                                                                                                DATUM RL 0.500
                                                                                                                                                                                                  Centreline Data
                                                                                                                                                                                                  X = 254.692
                                                                                Centreline Data                                                                                                                                                       -2.41%




                                                                                                                                                                                                                                                                                                                  2.650




                                                                                                                                                                                                                                                                                                                                       2.600
                                                                                                                                                                                                  Y = 152.908                                                                                   DESIGN
                                                                                X = 259.692
                                                                                                                                                                                                  Z = 1.886
                                                                                Y = 152.920                                                  -1.06%                  1 in -6
                                                                                Z = 1.548                                                                                                         DATUM RL 0.500




                                                                                                                                                                                                                                                                                                                  1.464




                                                                                                                                                                                                                                                                                                                                       1.478
                                                                                                                                                                                                                                                                                                SURVEY
                                                                                DATUM RL 0.500




                                                                                                                                                                                                                                           1.886




                                                                                                                                                                                                                                                                1.765
                                                                                                                                                                                                  DESIGN


                                                                                                                     1.352

                                                                                                                                  1.548




                                                                                                                                                       1.495




                                                                                                                                                                                  1.159
                                                                                DESIGN




                                                                                                                                                                                                                                                                                                                  0.000




                                                                                                                                                                                                                                                                                                                                       5.000
                                                                                                                                                                                                                                                                                                OFFSET




                                                                                                                                                                                                                                           1.428




                                                                                                                                                                                                                                                                1.391
                                                                                                                     1.352                                                                        SURVEY
                                                                                                                                  1.343




                                                                                                                                                       1.168




                                                                                                                                                                                  1.159
                                                                                SURVEY                                                                                                                                                                                                                            CHAINAGE 13.142




                                                                                                                                                                                                                                           0.000




                                                                                                                                                                                                                                                                5.005
                                                                                                                                                                                                  OFFSET
                                                                                                                     -0.785

                                                                                                                                  0.000




                                                                                                                                                       4.997




                                                                                                                                                                                  7.017
                                                                                OFFSET
                                                                                                                                                                                                                                                   CHAINAGE 8                                   Centreline Data               -0.22%

                                                                                                                                           CHAINAGE 3                                                                                                                                           X = 250.692
                                                                                                                                                                                                                                                                                                Y = 152.898
                                                                                                                                                                                                  Centreline Data                                                                               Z = 2.536
                                                                                Centreline Data                                                                                                   X = 255.692                                                                                   DATUM RL 0.500
                                                                                                                                                                                                                                                      -1.65%
                                                                                X = 260.692                                                                                                       Y = 152.911                       1 in -4                             1 in -6
                                                                                Y = 152.923                                                  -1.06%            1 in -6                            Z = 1.728




                                                                                                                                                                                                                                                                                                                  2.536




                                                                                                                                                                                                                                                                                                                                       2.525
                                                                                Z = 1.523                                                                                                                                                                                                       DESIGN
                                                                                                                                                                                                  DATUM RL 0.500
                                                                                DATUM RL 0.500




                                                                                                                                                                                                                        1.389


                                                                                                                                                                                                                                           1.728




                                                                                                                                                                                                                                                                1.646




                                                                                                                                                                                                                                                                                   1.333
                                                                                                                                                                                                  DESIGN




                                                                                                                                                                                                                                                                                                                  1.492




                                                                                                                                                                                                                                                                                                                                       1.495
                                                                                                                                                                                                                                                                                                SURVEY
                                                                                                                        1.371
                                                                                                                                  1.523




                                                                                                                                                       1.470


                                                                                                                                                                       1.266
                                                                                DESIGN




                                                                                                                                                                                                                        1.389


                                                                                                                                                                                                                                           1.406




                                                                                                                                                                                                                                                                1.339




                                                                                                                                                                                                                                                                                   1.333
                                                                                                                                                                                                  SURVEY




                                                                                                                                                                                                                                                                                                                  0.000




                                                                                                                                                                                                                                                                                                                                       5.012
                                                                                                                                                                                                                                                                                                OFFSET
                                                                                                                        1.371
                                                                                                                                  1.365




                                                                                                                                                       1.275


                                                                                                                                                                       1.266




                                                                                SURVEY




                                                                                                                                                                                                                        -1.359
                                                                                                                                                                                                                                                                                                                          CHAINAGE 12




                                                                                                                                                                                                                                           0.000




                                                                                                                                                                                                                                                                5.004




                                                                                                                                                                                                                                                                                   6.883
                                                                                                                                                                                                  OFFSET
                                                                                                                        -0.609
                                                                                                                                  0.000




                                                                                                                                                       4.995


                                                                                                                                                                       6.217




                                                                                OFFSET
                                                                                                                                                                                                                                                   CHAINAGE 7
                                                                                                                                          CHAINAGE 2                                                                                                                                            Centreline Data               -0.83%
                                                                                                                                                                                                                                                                                                X = 251.692
                                                                                Centreline Data                                                                                                   Centreline Data                                                                               Y = 152.901
                                                                                                                                                                                                  X = 256.692
                                                                                X = 261.692                                                                                                                                                           -1.35%                                    Z = 2.392
                                                                                                                                                                                                  Y = 152.913
                                                                                Y = 152.925                                                  -1.02%                                                                                   1 in -4                           1 in -6
                                                                                Z = 1.461
                                                                                                                                                                                                  Z = 1.663                                                                                     DATUM RL 0.500
                                                                                DATUM RL 0.500                                                                                                    DATUM RL 0.500




                                                                                                                                                                                                                                                                                                                  2.392




                                                                                                                                                                                                                                                                                                                                       2.350
                                                                                                                                                                                                                                                                                                DESIGN




                                                                                                                                                                                                                           1.374


                                                                                                                                                                                                                                           1.663




                                                                                                                                                                                                                                                                1.596




                                                                                                                                                                                                                                                                                  1.297
                                                                                                                                                                                                  DESIGN
                                                                                                                                 1.400
                                                                                                                                 1.461




                                                                                                                                                       1.410
                                                                                                                                                       1.371




                                                                                DESIGN




                                                                                                                                                                                                                                                                                                                  1.489




                                                                                                                                                                                                                                                                                                                                       1.461
                                                                                                                                                                                                                                                                                                SURVEY



                                                                                                                                                                                                                           1.374


                                                                                                                                                                                                                                           1.362




                                                                                                                                                                                                                                                                1.304




                                                                                                                                                                                                                                                                                  1.297
                                                                                                                                                                                                  SURVEY
                                                                                                                                 1.400
                                                                                                                                 1.398




                                                                                                                                                       1.372
                                                                                                                                                       1.371




                                                                                SURVEY




                                                                                                                                                                                                                                                                                                                  0.000




                                                                                                                                                                                                                                                                                                                                       5.011
                                                                                                                                                                                                                                                                                                OFFSET
                                                                                                                                                                                                                           -1.160


                                                                                                                                                                                                                                           0.000




                                                                                                                                                                                                                                                                5.002




                                                                                                                                                                                                                                                                                  6.793
                                                                                                                                                                                                  OFFSET
                                                                                                                                 -0.242
                                                                                                                                 0.000




                                                                                                                                                       4.993
                                                                                                                                                       5.224




                                                                                OFFSET
                                                                                                                                                                                                                                                                                                                          CHAINAGE 11
                                                                                                                                          CHAINAGE 1                                                                                               CHAINAGE 6
                                                                                Centreline Data                                                                                                   Centreline Data                                                                               Centreline Data               -1.69%
                                                                                X = 262.692                                                                                                       X = 257.692                                                                                   X = 252.692
                                                                                Y = 152.928                                                                                                       Y = 152.916                                         -1.05%            1 in -6                 Y = 152.903
                                                                                Z = 1.361                                                    -1.02%                                               Z = 1.598                                                                                     Z = 2.223

                                                                                DATUM RL 0.500                                                                                                    DATUM RL 0.500                                                                                DATUM RL 0.500
                                                                                                                                  1.361




                                                                                                                                                       1.310
                                                                                                                                                       1.317




                                                                                                                                                                                                                                 1.350

                                                                                                                                                                                                                                           1.598




                                                                                                                                                                                                                                                                1.546



                                                                                                                                                                                                                                                                              1.260




                                                                                                                                                                                                                                                                                                                  2.223




                                                                                                                                                                                                                                                                                                                                       2.138
                                                                                DESIGN                                                                                                            DESIGN                                                                                        DESIGN
                                                                                                                                  1.361




                                                                                                                                                       1.317
                                                                                                                                                       1.317




                                                                                                                                                                                                                                 1.350

                                                                                                                                                                                                                                           1.339




                                                                                                                                                                                                                                                                1.268



                                                                                                                                                                                                                                                                              1.260




                                                                                                                                                                                                                                                                                                                  1.469




                                                                                                                                                                                                                                                                                                                                       1.437
                                                                                SURVEY                                                                                                            SURVEY                                                                                        SURVEY
                                                                                                                                                                                                                                 -0.993
                                                                                                                                  0.000




                                                                                                                                                       4.991
                                                                                                                                                       5.035




                                                                                                                                                                                                                                           0.000




                                                                                                                                                                                                                                                                5.000



                                                                                                                                                                                                                                                                              6.713




                                                                                                                                                                                                                                                                                                                  0.000




                                                                                                                                                                                                                                                                                                                                       5.009
                                                                                OFFSET                                                                                                            OFFSET                                                                                        OFFSET

                                                                                                                                          CHAINAGE 0                                                                                               CHAINAGE 5                                                             CHAINAGE 10

                                                                                                                                                                                                                                                                                                                                                                  0     2     4         6          8    10m


                                                                                                                                                                                                                                                                                                                                                                             SCALE 1:200 A3

Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                                                                                       ABN: 13 609 593 339 Project                         Proposed Dwelling                                   Drawing Title   Driveway Cross Sections
Date            July 2020                                     Drawn      JAG   Checked        BG                                                                                                                                                PO Box 5028
                                                                                                                                                                                          NORTH




                                                                                                                                                                                                                                            Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved       BG                                                                                                                                                              Location                     17 Cloudsley St, Noosaville
Client in accordance with the Terms of Agreement.                                                                                                                                                                                                   QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD RPEQ 14557                                                                                                                                              Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                    A   23-12-20   Additional Detail added

                                                                                                   Issue Date Description
                                                                                                                                                               JAG

                                                                                                                                                               By Chkd
                                                                                                                                                                       BG
                                                                                                                                                                                                                    Email: [email protected] Client                       PF Residences                                       Project No.     2020036 Dwg No. 06             of   07   Issue   A

Page 7

                                                                                                                                                                                                                                                                                                                            LEGEND




                                                                                                                                                                                                                                                                                                                                D       D




                                                                                                                                                                                                                                                                                                                                        W




                                                                                                                                                                                                                                                                                                         CLOUDSLEY ST
                                                                                   1000 MIN                                                                                                   MAX. 1.80m HIGH FENCE
                                                                                                                                                                                              BY OTHERS
                                                                                                     CONCRETE SLEEPER
                                                                                                     RETAINING WALL
                                                                                                                                                                                              CONCRETE SLEEPER
                                                                                                                                                                                              RETAINING WALL
                                                                                                                                                                        RP BOUNDARY




                                                                                                   200 (H) TRENCH GRATE                                                                       FILLED ALLOTMENT
                                                                                                   LAID ON SIDE IN PLACE OF                                                                      FSL
                                                                                                   BOTTOM WALL PANEL
                                                                            FRONT ELEVATION        EXTEND
                                                                                                   100mm PAST POSTS                            NEIGHBOURING ALLOTMENT
                                                                                                                                                              NSL                                 NSL
                                                                                                                                                                                              100Ø DRAIN FROM TRENCH
                                                                                                                                               BOTTOM WALER                                   GRATE TO DISCHARGE TO KERB
                                                                 SCALE 1:60 (A3)                                                                                                              ADAPTOR.TO ACHIEVE 1:100
                                                                                                                                               REPLACED WITH TRENCH                                                                                                                                                                         0    2     4         6          8     10m
                                                                                                                                               GRATE LAID ON SIDE                             FALLS
                                                              SWG'S TO BE LOCATED ADJACENT TO LOW POINT IN
                                                              NEIGHBOURING ALLOTMENT TO CAPTURE ANY PONDING
                                                              CAUSED BY RETAINING WALL CONSTRUCTION REFER DETAIL                                                                                                                                                                                                                                      SCALE 1:200 A3
                                                                                                                                                                    SIDE ELEVATION


Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                                                                                         ABN: 13 609 593 339 Project       Proposed Dwelling                            Drawing Title   Stormwater Layout & Details Plan
Date            July 2020                                     Drawn      JAG       Checked    BG                                                                                                                                                  PO Box 5028
                                                                                                                                                                                      NORTH




                                                                                                                                                                                                                                              Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG       Approved   BG                                                                                                                                                                Location   17 Cloudsley St, Noosaville
Client in accordance with the Terms of Agreement.                                                                                                                                                                                                     QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD RPEQ 14557                                                                                                                                                Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                      A   23-12-20   Additional Detail added

                                                                                                    Issue Date Description
                                                                                                                                                         JAG   BG

                                                                                                                                                         By Chkd
                                                                                                                                                                                                                      Email: [email protected] Client     PF Residences                                Project No.     2020036 Dwg No. 07             of   07   Issue   A

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