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engineering

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                                                                                      Proposed Commercial Development
                                                                                  Preliminary Civil Engineering Plans for MCU
                                                                                                                                                                    at
                                                                                                                                                         13 Noosa Dr, Noosa Heads
                                                                                                                                                                   For
                                                                                                                                                               Golden Breed




                                                                               SITE OF WORKS




Datum           AHD          Scale        As Shown            Status     PRELIMINARY
                                                                                                                                                                                    ABN: 13 609 593 339 Project       Proposed Commercial Development   Drawing Title   Index & Locality Plan
Date            September 2020                                Drawn      JAG   Checked    CAG                                                                                                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   CAG                                                                                                              Location   13 Noosa Dr, Noosa Heads
Client in accordance with the Terms of Agreement.                                                                                                                                                QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                              CHRIS GIBBERD    RPEQ
                                                                            RPEQ    14557
                                                                                 13268                                                                                              Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                 A   18-11-20 Amendments as per Council IR

                                                                                                Issue Date Description
                                                                                                                                             JAG   CAG

                                                                                                                                             By Chkd
                                                                                                                                                                 Email: [email protected] Client     Golden Breed                      Project No.     2020072 Dwg No. P01     of   08   Issue   A
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Page 2

                                                                                                                                                                                                                                                                  LEGEND

                                                                                                                                                                                                                                                                          D       D




                                                                                                                                                                                                                                                                                  W




                                                                                                                                                                    5
                                                                                                                                                                 RP91777
                                                                                                                                                                  418m²




                    0              1.0            2.0          3.0       4.0    5.0m


                                                SCALE 1:100 A3



Datum           AHD          Scale        As Shown            Status     PRELIMINARY
                                                                                                                                                                                              ABN: 13 609 593 339 Project       Proposed Commercial Development   Drawing Title   Existing Features Plan
Date            September 2020                                Drawn      JAG   Checked    CAG                                                                                                          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   CAG                                                                                                                        Location   13 Noosa Dr, Noosa Heads
Client in accordance with the Terms of Agreement.                                                                                                                                                          QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                              CHRIS GIBBERD    RPEQ
                                                                            RPEQ    14557
                                                                                 13268                                                                                                        Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                 A   18-11-20 Amendments as per Council IR

                                                                                                Issue Date Description
                                                                                                                                             JAG   CAG

                                                                                                                                             By Chkd
                                                                                                                                                                           Email: [email protected] Client     Golden Breed                      Project No.     2020072 Dwg No. P02      of   08   Issue   A

Page 3

                                                                                                                                                                                                                                                                                                                                    LEGEND



                                                                                                                                                                                                                                                     NOTES
                                                                                                                                                                                                                                                                                                                                           D         D



                                                                                                                                                                                                                                                         1.   CROSSOVER AND DRIVEWAY SET OUR TO BE
                                                                                                                                                                                                                                                                                                                                                   W
                                                                                                                                                                                                                                                         INSPECTED BY AN RPEQ PRIOR TO POUR.
                                                                                                                                                                                                                                                         2.    ALL VERGE AREAS TO TIE BACK INTO EXISTING
                                                                                                                                                                                                                                                         3.    ALL LEVELS TO BE CONFIRMED ON SITE
                                                                                                                                                                                                                                                         4.   PRIOR TO INSTALLATION RPEQ TO CONFIRM
                                                                                                                                                                                                                                                         INSITU MATERIAL IS ADEQUATE.




                                                                                                                                                               DP                   COL                              COL                            DP




                                                                                                                                                                                           3.10
                                                               SIGN                                                                                                                                                                                             DP                              DP



                                                                                                                                                                                                                                                                                                     COL


                                                                                                                                                                                                                                                                                                           COL
                                                                                                             up       p                                                                                                                                                                                                                                                         SCOOTER
                                                                                                                   ste
                                                                                                                                                                                                                                                                                                                 COL                                                            PARK 02


                                                                                    up            p                                                                                                                                                                                                                                                          DP
                                                                                            ste                                                                                                                                                                                                                        COL                                            SCOOTER
                                                                                                                                                                                      5                                                                                                                                                                      COL      PARK 01
                                                                                                                                                                                   RP91777                                                                                                                                                                   COL
                                                                                                      TIMBER DECKING
                                                                                                                                                                                    418m²
                                                                               up                                                                                                                                                                                                                                                                            COL
                                                                                                                                                                                                                                                  PROPOSED SHOP




                                                                                                                                                                                                                               LINE OF FLR OVER
                                                                                                                                                                                                                                                  FFL 2.70                                                                                                  COL


                                                                                                                                                                                      COL                             COL                                COL                  COL                    COL
                                                                                                                                                                                                                                                                                                                                  3.50m                  APT
                                                                                                                                                                                                                                                                                                                                                         ENTRY
                                                                                                                                                                                                                                                                                                                                                                 up
                                                                                                                                                                                                                                                                                                                                                            01
                                                                                                                                                                                                                                                                                                                                                            02
                                                                                                                                                                                                                                                                                                                                                            03
                                                                                                                                                                                                                                                                                                                                                            04
                                                                                                                                                                                                                                                                                                                             15 14 13 12 11 10 09 08 07 06 05
                                                                                                                                                                                          COL                         COL                                COL                  COL

                                                                                                                                                          DP                                      BOX GUTTER OVER
                                                                                                                                                                                                                                                                                                                                                                        DP




                    0              1.0            2.0          3.0       4.0         5.0m


                                                SCALE 1:100 A3



Datum           AHD          Scale        As Shown            Status     PRELIMINARY
                                                                                                                                                                                                                                       ABN: 13 609 593 339 Project           Proposed Commercial Development                         Drawing Title       Development Layout Plan
Date            September 2020                                Drawn      JAG        Checked       CAG                                                                                                                                           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      CAG                                                                                                                                                         Location       13 Noosa Dr, Noosa Heads
Client in accordance with the Terms of Agreement.                                                                                                                                                                                                   QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                              CHRIS GIBBERD    RPEQ
                                                                            RPEQ    14557
                                                                                 13268                                                                                                                                                 Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                             A    18-11-20 Amendments as per Council IR

                                                                                                           Issue Date Description
                                                                                                                                                               JAG   CAG

                                                                                                                                                               By Chkd
                                                                                                                                                                                                                    Email: [email protected] Client         Golden Breed                                            Project No.         2020072 Dwg No. P03      of   08   Issue   A

Page 4

                                                                                                                                                                                                                                                                                                                                                                  LEGEND

                                                                            SL72 MESH (150mm THICK)                                                              N32 CONCRETE
                                                                            50mm (+/- 5mm) TOP COVER



                                                                                                                                                                                                                                                                                                                                                                              D    D

                                                                                                                                                                                               NOTE: FINAL PAVEMENT DEPTH TO BE
                                                                                                                                                                                               DETERMINED FOLLOWING SUBGRADE




                                                                                                                                                                                 *
                                                                                                                                                                                                                                                                                                                                                                                   W
                                                                                                                                                                                               TESTS BY GEOTECHNICAL ENGINEER



                                                              WATERPROOF
                                                              MEMBRANE
                                                                                      50mm MAX. SAND BINDING LAYER                                           SUBGRADE TO BE COMPACTED
                                                                                      (IF REQUIRED)                                                          TO 98% RDD STANDARD AND
                                                                                                                                                             PROOF ROLLED.

                                                                       Typical Pavement Detail for Concrete Portions
                                                                                                                            NTS




                                                                                                                                                                                                                                                                                                                                                                                                                              39.456
                                                                                                                                       10.87




                                                                                                                                                                                                   15




                                                                                                                                                                                                                                                      20




                                                                                                                                                                                                                                                                                                     25




                                                                                                                                                                                                                                                                                                                                           30




                                                                                                                                                                                                                                                                                                                                                                                                35
                                                                                                                                          3
                                                                                                                          10
                                                                                                                                                                    DP                                      COL                             COL                                DP
                                                                                                                                                                                                                                                                                               1%                                                                             1%




                                                                                                                                                                    VARIES




                                                                                                                                                                                                                                  VARIES
                                                                                                                                                                                                                                                                               1%




                                                                                                                                                                                                                                                                                                                                VARIES
                                                                       5




                                                                                                                                                                                                                                                                                                                                                                                                                      1.0%
                                                                                                                                                                    2.5%




                                                                                                                                                                                                                                  2.5%
                                                                                                                                                                                                                                                                         FSL 2.70
                                                                 SIGN                                                                                                                                                                                                                     DP                         DP

                                                                                                                                                                             DISABLED ACCESS                                                                                                              FSL 2.65
0.0




                                                                                                                                                                                                                                                                                                                          COL
 00




                                                                                                                                                                                  1.20m

                                                                                                                                                                                                                                                                                                                                    COL                                                                           FSL 2.62
                                                                                                               up       p                                                                                                                                                                                                                                                                                      SCOOTER
                                                                                                                     ste
                                                                                                                                                                                                                                                                                                                                          COL                                                                  PARK 02

                                                                                                                                                                                                                                                                                                                                                      FSL 2.48                             DP
                                                                                      up            p
                                                                                              ste                                                                                                                                                                                                                                               COL                                                  SCOOTER
                                                                                                                                                                                                              5                                                                                                                                                                            COL       PARK 01
                                                                                                                                                                                                           RP91777                                                                                                                                                                         COL
                                                                                                        TIMBER DECKING
                                                                                                                                                                                                            418m²
                                                                                 up                                                                                                                                                                                                                                                                                                        COL




                                                                                                                                                                                                                                                      LINE OF FLR OVER
                                                                                                                                                                                                                                                             PROPOSED SHOP




                                                                                                                                                                                                                                                                                                                                                                     VARIES
                                                                                                                                                                                                                                                                                                                                                                                          COL
                                                                                                                                                                                                                                                             FFL 2.70
                                                                                                                                                                                                              COL                            COL                                    COL             COL                   COL

                                                                                                                                                                                                                                                                                                                                                                                       APT
                                                                                                                                                                                                                                                                                                                                                                                       ENTRY
                                                                                                                                                                                                                                                                                                                                                                                               up
                                                                                                                                                                                                                                                                                                                                                                                         01
                                                                                                                                                                                                                                                                                                                                                                                         02
                                                                                                                                                                                                                                                                                                                                                      FSL 2.62          FSL 2.62         03
                                                                                                                                                                                                                                                                                                                                                                                         04
                                                                                                                                                                                                                                                                                                                                                          15 14 13 12 11 10 09 08 07 06 05
                                                                                                                                                                                                                  COL                        COL                                    COL             COL

                                                                                                                                                            DP                                                          BOX GUTTER OVER
                                                                                                                                                                                                                                                                                                                                                                                                       DP




                    0              1.0            2.0            3.0       4.0         5.0m


                                                SCALE 1:100 A3



 Datum          AHD          Scale        As Shown              Status     PRELIMINARY
                                                                                                                                                                                                                                                              ABN: 13 609 593 339 Project           Proposed Commercial Development                                Drawing Title       Driveway Layout Plan
 Date           September 2020                                  Drawn      JAG        Checked       CAG                                                                                                                                                                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      CAG                                                                                                                                                                              Location       13 Noosa Dr, Noosa Heads
Client in accordance with the Terms of Agreement.                                                                                                                                                                                                                          QLD 4558
No responsibility or liability will be assumed to any third     BEATRICE GIBBERD
                                                                CHRIS GIBBERD    RPEQ
                                                                              RPEQ    14557
                                                                                   13268                                                                                                                                                                      Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                               A    18-11-20 Amendments as per Council IR

                                                                                                             Issue Date Description
                                                                                                                                                                       JAG   CAG

                                                                                                                                                                       By Chkd
                                                                                                                                                                                                                                           Email: [email protected] Client         Golden Breed                                                   Project No.         2020072 Dwg No. P04       of      08    Issue   A

Page 5

                                                                                                                                                                                                         VIP RL 1.694 RP BDY




                                                                                                                                                                                                                                                                                                                                                                  VIP RL 2.54
                                                                                                                                                                                                                                                                                                                           VIP RL 2.48




                                                                                                                                                                                                                                                                                                                                                                                                           VIP RL 2.47
                                                                                                                                                                                                                                          VIP RL 1.894
                                                                                                                                                                            VIP RL 1.673
                                                                                                       HORIZONTAL CURVE DATA


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

                                                                                                       VERTICAL GEOMETRY GRADE (%)                                    6.8%                 0.7%                                10%                                                 5.6%                                                          1%                                     -1%                                                             1%
                                                                                                       VERTICAL GEOMETRY LENGTH (m)                                   0.43                 3.01                                 2                                                  10.56                                                          6                                       7                                                            10.51

                                                                                                       DATUM RL = -2.900

                                                                                                       FINISHED SURFACE LEVEL




                                                                                                                                                                   1.644
                                                                                                                                                                           1.673




                                                                                                                                                                                                        1.694



                                                                                                                                                                                                                                 1.849
                                                                                                                                                                                                                                         1.894




                                                                                                                                                                                                                                                                           2.147

                                                                                                                                                                                                                                                                                    2.195




                                                                                                                                                                                                                                                                                                          2.424

                                                                                                                                                                                                                                                                                                                    2.480




                                                                                                                                                                                                                                                                                                                                                      2.520




                                                                                                                                                                                                                                                                                                                                                              2.540




                                                                                                                                                                                                                                                                                                                                                                                2.510




                                                                                                                                                                                                                                                                                                                                                                                                      2.470

                                                                                                                                                                                                                                                                                                                                                                                                                         2.480




                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.530




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.575
                                                                                                       EXISTING SURFACE LEVEL




                                                                                                                                                                   1.644
                                                                                                                                                                           1.673




                                                                                                                                                                                                        1.694



                                                                                                                                                                                                                                 1.714
                                                                                                                                                                                                                                         1.726




                                                                                                                                                                                                                                                                           1.837

                                                                                                                                                                                                                                                                                    1.856




                                                                                                                                                                                                                                                                                                          1.928

                                                                                                                                                                                                                                                                                                                    1.939




                                                                                                                                                                                                                                                                                                                                                      1.984




                                                                                                                                                                                                                                                                                                                                                              2.006




                                                                                                                                                                                                                                                                                                                                                                                2.032




                                                                                                                                                                                                                                                                                                                                                                                                      2.062

                                                                                                                                                                                                                                                                                                                                                                                                                         2.071




                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.282
                                                                                                       CUT / FILL DEPTH




                                                                                                                                                                   0.000
                                                                                                                                                                           0.000




                                                                                                                                                                                                        0.000



                                                                                                                                                                                                                                 0.135
                                                                                                                                                                                                                                         0.167




                                                                                                                                                                                                                                                                           0.309

                                                                                                                                                                                                                                                                                    0.339




                                                                                                                                                                                                                                                                                                          0.496

                                                                                                                                                                                                                                                                                                                    0.541




                                                                                                                                                                                                                                                                                                                                                      0.536




                                                                                                                                                                                                                                                                                                                                                              0.534




                                                                                                                                                                                                                                                                                                                                                                                0.478




                                                                                                                                                                                                                                                                                                                                                                                                      0.408

                                                                                                                                                                                                                                                                                                                                                                                                                         0.409




                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.248
                                                                                                                                                                                                                                                                                    10.873




                                                                                                                                                                                                                                                                                                                                                                                                      28.999




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       39.456
                                                                                                       CONTROL LINE CHAINAGE




                                                                                                                                                                           0.433




                                                                                                                                                                                                        3.442




                                                                                                                                                                                                                                         5.442




                                                                                                                                                                                                                                                                           10




                                                                                                                                                                                                                                                                                                          15

                                                                                                                                                                                                                                                                                                                    16




                                                                                                                                                                                                                                                                                                                                                      20




                                                                                                                                                                                                                                                                                                                                                              22




                                                                                                                                                                                                                                                                                                                                                                                25




                                                                                                                                                                                                                                                                                                                                                                                                                         30




                                                                                                                                                                                                                                                                                                                                                                                                                                                           35
                                                                                                                                                                   0




                                                                                                                                                                                                                                 5
                                                                                                   A1 SCALE: H 1:100, V 1:100

                                                                                                   LONGITUDINAL SECTION




                                                                                                                                                                                                                                                         Centreline Data                                                                                       Centreline Data
                                                              Centreline Data                                                                                                                                                                            X = 1022.456                                                                                          X = 1036.912
                                                              X = 1007.546                                                                                                                                                                               Y = 4999.799                                  3.09%                                                   Y = 4999.798                                                       1%
                                                                                                                          6.92%           2.5%       1%
                                                              Y = 4999.415                                                                                                                                                                               Z = 2.510                                                                                             Z = 2.575
                                                              Z = 2.147
                                                                                                                                                                                                                                                         DATUM RL 1.500                                                                                        DATUM RL 1.500
                                                              DATUM RL 1.000




                                                                                                                                                                                                                                                                                             2.660
                                                                                                                                                                                                                                                                                             2.660
                                                                                                                                                                                                                                                                                             2.510




                                                                                                                                                                                                                                                                                                                          2.620




                                                                                                                                                                                                                                                                                                                                                                                                   2.725
                                                                                                                                                                                                                                                                                                                                                                                                   2.725
                                                                                                                                                                                                                                                                                                                                                                                                   2.575




                                                                                                                                                                                                                                                                                                                                                                                                                                               2.623
                                                                                                                                                                                                                                                         DESIGN                                                                                                DESIGN
                                                                                                         2.140
                                                                                                                  2.147




                                                                                                                                  2.290


                                                                                                                                             2.320


                                                                                                                                                      2.332




                                                              DESIGN




                                                                                                                                                                                                                                                                                             2.030
                                                                                                                                                                                                                                                                                             2.031
                                                                                                                                                                                                                                                                                             2.032




                                                                                                                                                                                                                                                                                                                          2.016




                                                                                                                                                                                                                                                                                                                                                                                                                                               2.360
                                                                                                                                                                                                                                                         SURVEY                                                                                                SURVEY
                                                                                                         1.829
                                                                                                                  1.837




                                                                                                                                  1.863


                                                                                                                                             1.874


                                                                                                                                                      1.934




                                                              SURVEY




                                                                                                                                                                                                                                                                                             -0.150
                                                                                                                                                                                                                                                                                             -0.040




                                                                                                                                                                                                                                                                                                                                                                                                   -0.150
                                                                                                                                                                                                                                                                                                                                                                                                   -0.040
                                                                                                                                                                                                                                                                                             0.000




                                                                                                                                                                                                                                                                                                                          3.556




                                                                                                                                                                                                                                                                                                                                                                                                   0.000




                                                                                                                                                                                                                                                                                                                                                                                                                                               4.879
                                                                                                                                                                                                                                                         OFFSET                                                                                                OFFSET
                                                                                                         -0.653
                                                                                                                  0.000




                                                                                                                                  2.076


                                                                                                                                             3.276


                                                                                                                                                      4.476




                                                              OFFSET
                                                                                                                                                                                                                                                                                             CHAINAGE 25                                                                                           CHAINAGE 39.456
                                                                                                                  CHAINAGE 10
                                                                                                                                                                                                                                                         Centreline Data                                                       2.5%
                                                                                                                                                                                                                                                         X = 1017.456                                    8.84%                                                 Centreline Data
                                                              Centreline Data                                                                                                                                                                            Y = 4999.800                                                                                          X = 1032.456
                                                              X = 1003.061                                                                                                                                                                               Z = 2.520                                                                                             Y = 4999.799                                                              1%
                                                              Y = 4997.205                                                                2.5%                1%                                                                                                                                                                                               Z = 2.530
                                                                                                        -1%               4.39%
                                                              Z = 1.849                                                                                                                                                                                  DATUM RL 1.000
                                                              DATUM RL 1.000                                                                                                                                                                                                                                                                                   DATUM RL 1.500




                                                                                                                                                                                                                                                                                                      2.670
                                                                                                                                                                                                                                                                                                      2.670
                                                                                                                                                                                                                                                                                                      2.520

                                                                                                                                                                                                                                                                                                                  2.670


                                                                                                                                                                                                                                                                                                                                         2.700
                                                                                                                                                                                                                                                         DESIGN




                                                                                                                                                                                                                                                                                                                                                                                                   2.680
                                                                                                                                                                                                                                                                                                                                                                                                   2.680
                                                                                                                                                                                                                                                                                                                                                                                                   2.530




                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.597
                                                                                                                                                                                                                                                                                                                                                               DESIGN
                                                                                              1.834



                                                                                                                  1.849




                                                                                                                                  1.940


                                                                                                                                             1.970




                                                                                                                                                                            2.005




                                                              DESIGN


                                                                                                                                                                                                                                                                                                      1.983
                                                                                                                                                                                                                                                                                                      1.984
                                                                                                                                                                                                                                                                                                      1.984

                                                                                                                                                                                                                                                                                                                  1.997


                                                                                                                                                                                                                                                                                                                                         2.001
                                                                                                                                                                                                                                                         SURVEY




                                                                                                                                                                                                                                                                                                                                                                                                   2.277
                                                                                                                                                                                                                                                                                                                                                                                                   2.281
                                                                                                                                                                                                                                                                                                                                                                                                   2.282




                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.219
                                                                                                                                                                                                                                                                                                                                                               SURVEY
                                                                                              1.707



                                                                                                                  1.714




                                                                                                                                  1.770


                                                                                                                                             1.805




                                                                                                                                                                            1.903




                                                              SURVEY
                                                                                                                                                                                                                                                                                                      -0.150
                                                                                                                                                                                                                                                                                                      -0.040
                                                                                                                                                                                                                                                                                                      0.000

                                                                                                                                                                                                                                                                                                                  1.696


                                                                                                                                                                                                                                                                                                                                         2.896
                                                                                                                                                                                                                                                         OFFSET




                                                                                                                                                                                                                                                                                                                                                                                                   -0.150
                                                                                                                                                                                                                                                                                                                                                                                                   -0.040
                                                                                                                                                                                                                                                                                                                                                                                                   0.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                               6.726
                                                                                                                                                                                                                                                                                                                                                               OFFSET
                                                                                              -1.530



                                                                                                                  0.000




                                                                                                                                  2.076


                                                                                                                                             3.276




                                                                                                                                                                            6.709




                                                              OFFSET
                                                                                                                                                                                                                                                                                                  CHAINAGE 20
                                                                                                                          CHAINAGE 5                                                                                                                                                                                                                                                                                     CHAINAGE 35
                                                              Centreline Data                                                                                                                                                                            Centreline Data                                                                                       Centreline Data
                                                              X = 1001.754                                                                                                                                                                               X = 1012.456                                    6.79%                 2.5%                            X = 1027.456
                                                              Y = 4996.561                                                                                                                                                                               Y = 4999.800                                                                                          Y = 4999.799                                                      2.94%
                                                                                                                          6.49%           2.5%            1%
                                                              Z = 1.704                                                                                                                                                                                  Z = 2.424                                                                                             Z = 2.480
                                                              DATUM RL 1.000                                                                                                                                                                             DATUM RL 1.000                                                                                        DATUM RL 1.500
                                                                                                                  1.704




                                                                                                                                  1.838


                                                                                                                                             1.868




                                                                                                                                                                   1.895




                                                                                                                                                                                                                                                                                                      2.574
                                                                                                                                                                                                                                                                                                      2.574
                                                                                                                                                                                                                                                                                                      2.424

                                                                                                                                                                                                                                                                                                                  2.540


                                                                                                                                                                                                                                                                                                                                         2.570




                                                                                                                                                                                                                                                                                                                                                                                                   2.630
                                                                                                                                                                                                                                                                                                                                                                                                   2.630
                                                                                                                                                                                                                                                                                                                                                                                                   2.480




                                                                                                                                                                                                                                                                                                                                                                                                                                              2.620
                                                              DESIGN                                                                                                                                                                                     DESIGN                                                                                                DESIGN
                                                                                                                  1.694




                                                                                                                                  1.750


                                                                                                                                             1.787




                                                                                                                                                                   1.873




                                                                                                                                                                                                                                                                                                      1.927
                                                                                                                                                                                                                                                                                                      1.928
                                                                                                                                                                                                                                                                                                      1.928

                                                                                                                                                                                                                                                                                                                  1.938


                                                                                                                                                                                                                                                                                                                                         1.941




                                                                                                                                                                                                                                                                                                                                                                                                   2.071
                                                                                                                                                                                                                                                                                                                                                                                                   2.071
                                                                                                                                                                                                                                                                                                                                                                                                   2.071




                                                                                                                                                                                                                                                                                                                                                                                                                                              2.128
                                                              SURVEY                                                                                                                                                                                     SURVEY                                                                                                SURVEY
                                                                                                                                                                                                                                                                                                      -0.150
                                                                                                                                                                                                                                                                                                      -0.040




                                                                                                                                                                                                                                                                                                                                                                                                   -0.150
                                                                                                                                                                                                                                                                                                                                                                                                   -0.040
                                                                                                                  0.000




                                                                                                                                  2.076


                                                                                                                                             3.276




                                                                                                                                                                   5.991




                                                                                                                                                                                                                                                                                                      0.000

                                                                                                                                                                                                                                                                                                                  1.697


                                                                                                                                                                                                                                                                                                                                         2.897




                                                                                                                                                                                                                                                                                                                                                                                                   0.000




                                                                                                                                                                                                                                                                                                                                                                                                                                              4.756
                                                              OFFSET                                                                                                                                                                                     OFFSET                                                                                                OFFSET

                                                                                                                          CHAINAGE 3.543                                                                                                                                                          CHAINAGE 15                                                                                        CHAINAGE 30

                    0               2              4           6             8      10m


                                                  SCALE 1:200 A3



Datum           AHD          Scale        As Shown            Status         PRELIMINARY
                                                                                                                                                                                                                                                                                                                         ABN: 13 609 593 339 Project                                          Proposed Commercial Development                                                   Drawing Title   Driveway Longitudinal & Cross
Date            September 2020                                Drawn          JAG   Checked    CAG                                                                                                                                                                                                                                 PO Box 5028                                                                                                                                                   Sections
                                                                                                                                                                                                                                                           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   CAG                                                                                                                                                                                                                                               Location                                      13 Noosa Dr, Noosa Heads
Client in accordance with the Terms of Agreement.                                                                                                                                                                                                                                                                                     QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                              CHRIS GIBBERD    RPEQ
                                                                            RPEQ    14557
                                                                                 13268                                                                                                                                                                                                                                   Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                                      A    18-11-20 Amendments as per Council IR

                                                                                                                  Issue Date Description
                                                                                                                                                                                                  JAG

                                                                                                                                                                                                  By Chkd
                                                                                                                                                                                                                CAG
                                                                                                                                                                                                                                                                                                      Email: [email protected] Client                                        Golden Breed                                                                      Project No.     2020072 Dwg No. P05    of   08   Issue   A

Page 6

                                                                                                                                                                                                                                                                                                                                                                                            LEGEND




                                                                                                                                                                                                                                                    PAVEMENT
                                                                                                                                                                                                                                0.60m (MIN)


                                                                                                                                                                                                                                                      150mm
                                                                                                      0.50m
                                                                                                                                                                                                                                                                                                                                                                                                  D          D



                                                                                                                                                                                                  0.30m                                                                                                                                               0.80m                                                W




                                                                                                                                                                                                                                                                                                                                        0.45m
                                                                                                                                                                                                                    0.50m




                                                                                                                                                                                                                                                                                           0.259m
                                                                                                              1.20m




                                                                                                                                                                                                                                                                            0.10m (MIN)
                                                                                                                                                                                                                                                                                                A         SECTION A
                                                                                                                                                                                                                                                                                                    -      SCALE 1:50

                          DOUBLE PIT DESIGN SEDIMENT & GROSS POLLUTANT TRAP
                                                                                                      SCALE 1:25




                                                                                                                                                                        DP                        COL                                  COL                                                DP
                                                                                                                                                                                                                                                                                               1%                1%                                                                                   1%




                                                                                                                                                                                                                                                                                                                                                                              A
                                                                                                                                                                                        VARIES




                                                                                                                                                                                                                                                        VARIES




                                                                                                                                                                                                                                                                                                                        VARIES
                                                                                                                                                                                                                                                                                                                                                                   1
                                                                                                                                                                                                                                                                                                                                                                   2




                                                                                                                                                                                                                                                                                                                                                                                                                                               1.0%
                                                                                                                                                                                    1




                                                                                                                                                                                        2.5%




                                                                                                                                                                                                                                                        2.5%
                                                                                                                                                                                    1

                                                               SIGN                                                                                                                                                                                                                                        DP                          DP
                                                                                                                                                                                                                                                                                                                                        2
                                                                                                                                                                                                                                                                                                                                        1

                                                                                                                                                                                                                                                                                                                                                COL

                                                                                                                                                                                                                                                                                                                                                           1
                                                                                                                                                                                                                                                                                                                                                          COL
                                                                                                                      up       p                                                                                                                                                                                                                              3                                                                         SCOOTER
                                                                                                                            ste
                                                                                                                                                                                                                                                                                                                                                                  COL                                                                   PARK 02
                                                                                                                                                                                                                                              PROPOSED SHOP
                                                                                    up      ste
                                                                                                  p                                                                                                                                           FFL 2.24                                                                                                                  COL
                                                                                                                                                                                                                                                                                                                                                                                                                     DP
                                                                                                                                                                                                                                                                                                                                                                                                                              SCOOTER
                                                                                                                                                                                                    5                                                                                                                                                                                                                COL      PARK 01
                                                                                                                                                                                                 RP91777                                                                                                                                                                                                             COL
                                                                                                      TIMBER DECKING
                                                                                                                                                                                                  418m²




                                                                                                                                                                                                                                                                                                                                                                              A
                                                                                                                                                                                                                                                                                                                                                                              -
                                                                               up                                                                                                                                                                                                                                                                                                                                    COL




                                                                                                                                                                                                                                                         LINE OF FLR OVER
                                                                                                                                                                                                                                                                                                                                                                                                                    COL




                                                                                                                                                                                                                                                                                                                                                                                        VARIES
                                                                                                                                                                                                    COL                                   COL                                                       COL                 COL                     COL

                                                                                                                                                                                                                                                                                                                                                                                                                 APT
                                                                                                                                                                                                                                                                                                                                                                                                                 ENTRY
                                                                                                                                                                                                                                                                                                                                                                                                                         up
                                                                                                                                                                                                                                                                                                                                                                                                                 01
                                                                                                                                                                                                                                                                                                                                                                                                                 02
                                                                                                                                                                                                                                                                                                                                                                                                                 03
                                                                                                                                                                                                                                                                                                                                                                                                                 04
                                                                                                                                                                                                                                                                                                                                                                                  15 14 13 12 11 10 09 08 07 06 05
                                                                                                                                                                                                        COL                                   COL                                                   COL                 COL

                                                                                                                                                                   DP                                         BOX GUTTER OVER
                                                                                                                                                                                                                                                                                                                                                                                                                                DP




                    0              1.0            2.0          3.0       4.0         5.0m


                                                SCALE 1:100 A3



Datum           AHD          Scale        As Shown            Status     PRELIMINARY
                                                                                                                                                                                                                                                   ABN: 13 609 593 339 Project                                          Proposed Commercial Development                                      Drawing Title       Stormwater and Details Plan
Date            September 2020                                Drawn      JAG        Checked       CAG                                                                                                                                                       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      CAG                                                                                                                                                                     Location                                      13 Noosa Dr, Noosa Heads
Client in accordance with the Terms of Agreement.                                                                                                                                                                                                               QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                              CHRIS GIBBERD    RPEQ
                                                                            RPEQ    14557
                                                                                 13268                                                                                                                                                             Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                                      A    18-11-20 Amendments as per Council IR

                                                                                                                Issue Date Description
                                                                                                                                                                        JAG   CAG

                                                                                                                                                                        By Chkd
                                                                                                                                                                                                                                Email: [email protected] Client                                        Golden Breed                                                         Project No.         2020072 Dwg No. P06      of   08     Issue   A

Page 7

                                                                                                                                                                                                                                                                                                                          LEGEND




                                                                                                                                                                                                                                                                                                                                 D         D




                                                                                                                                                                                                                                                                                                                                         W




                                                                                                                                                               DP                   COL                            COL                          DP




                                                               SIGN                                                                                                                                                                                        DP                         DP



                                                                                                                                                                                                                                                                                           COL


                                                                                                                                                                                                                                                                                                 COL
                                                                                                             up       p                                                                                                                                                                                                                                               SCOOTER
                                                                                                                   ste
                                                                                                                                                                                                                                                                                                       COL                                                            PARK 02


                                                                                    up            p                                                                                                                                                                                                                                                DP
                                                                                            ste                                                                                                                                                                                                              COL                                            SCOOTER
                                                                                                                                                                                      5                                                                                                                                                            COL      PARK 01
                                                                                                                                                                                   RP91777                                                                                                                                                         COL
                                                                                                      TIMBER DECKING
                                                                                                                                                                                    418m²
                                                                               up                                                                                                                                                                                                                                                                  COL




                                                                                                                                                                                                                             LINE OF FLR OVER
                                                                                                                                                                                                                                                                                                                                                  COL


                                                                                                                                                                                      COL                           COL                              COL               COL                 COL

                                                                                                                                                                                                                                                                                                                                               APT
                                                                                                                                                                                                                                                                                                                                               ENTRY
                                                                                                                                                                                                                                                                                                                                                       up
                                                                                                                                                                                                                                                                                                                                                  01
                                                                                                                                                                                                                                                                                                                                                  02
                                                                                                                                                                                                                                                                                                                                                  03
                                                                                                                                                                                                                                                                                                                                                  04
                                                                                                                                                                                                                                                                                                                   15 14 13 12 11 10 09 08 07 06 05
                                                                                                                                                                                          COL                       COL                              COL               COL

                                                                                                                                                          DP                                    BOX GUTTER OVER
                                                                                                                                                                                                                                                                                                                                                              DP




                    0              1.0            2.0          3.0       4.0         5.0m


                                                SCALE 1:100 A3



Datum           AHD          Scale        As Shown            Status     PRELIMINARY
                                                                                                                                                                                                                                     ABN: 13 609 593 339 Project       Proposed Commercial Development                     Drawing Title       Tree SRZ Layout Plan
Date            September 2020                                Drawn      JAG        Checked       CAG                                                                                                                                         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      CAG                                                                                                                                                       Location   13 Noosa Dr, Noosa Heads
Client in accordance with the Terms of Agreement.                                                                                                                                                                                                 QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                              CHRIS GIBBERD    RPEQ
                                                                            RPEQ    14557
                                                                                 13268                                                                                                                                               Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                             A    18-11-20 Amendments as per Council IR

                                                                                                           Issue Date Description
                                                                                                                                                               JAG   CAG

                                                                                                                                                               By Chkd
                                                                                                                                                                                                                  Email: [email protected] Client     Golden Breed                                        Project No.         2020072 Dwg No. P07      of   08   Issue   A

Page 8

                                                                                         4.89




                                                                      0.90               3.00

                                                              VW TRANSPORTER
                                                                                                             meters
                                                              Width                                          : 1.94
                                                              Track                                          : 1.84
                                                              Lock to Lock Time                              : 6.0
                                                              Steering Angle                                 : 33.5




                                                                                                                                                                   DP                  COL                            COL                          DP




                                                                SIGN                                                                                                                                                                                          DP                         DP



                                                                                                                                                                                                                                                                                              COL


                                                                                                                                                                                                                                                                                                    COL
                                                                                                                 up       p                                                                                                                                                                                                                                              SCOOTER
                                                                                                                       ste
                                                                                                                                                                                                                                                                                                          COL                                                            PARK 02


                                                                                        up            p                                                                                                                                                                                                                                             DP
                                                                                                ste                                                                                                                                                                                                             COL                                            SCOOTER
                                                                                                                                                                                                                                                                                                                                                    COL        PARK 01

                                                                                                                                                                                                                                                                                                                                                    COL
                                                                                                          TIMBER DECKING

                                                                                   up                                                                                                                                                                                                                                                               COL




                                                                                                                                                                                                                                LINE OF FLR OVER
                                                                                                                                                                                                                                                                                                                                                   COL


                                                                                                                                                                                         COL                           COL                              COL               COL                 COL

                                                                                                                                                                                                                                                                                                                                              APT
                                                                                                                                                                                                                                                                                                                                              ENTRY
                                                                                                                                                                                                                                                                                                                                                          up
                                                                                                                                                                                                                                                                                                                                                     01
                                                                                                                                                                                                                                                                                                                                                     02
                                                                                                                                                                                                                                                                                                                                                     03
                                                                                                                                                                                                                                                                                                                                                     04
                                                                                                                                                                                                                                                                                                                      15 14 13 12 11 10 09 08 07 06 05
                                                                                                                                                                                             COL                       COL                              COL               COL

                                                                                                                                                              DP                                   BOX GUTTER OVER
                                                                                                                                                                                                                                                                                                                                                                 DP




                    0              1.0            2.0           3.0          4.0         5.0m


                                                SCALE 1:100 A3



Datum           AHD          Scale        As Shown             Status        PRELIMINARY
                                                                                                                                                                                                                                        ABN: 13 609 593 339 Project       Proposed Commercial Development                     Drawing Title   Turning Movement Plan
Date            September 2020                                 Drawn         JAG        Checked       CAG                                                                                                                                        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      CAG                                                                                                                                                      Location   13 Noosa Dr, Noosa Heads
Client in accordance with the Terms of Agreement.                                                                                                                                                                                                    QLD 4558
No responsibility or liability will be assumed to any third    BEATRICE GIBBERD
                                                               CHRIS GIBBERD    RPEQ
                                                                             RPEQ    14557
                                                                                  13268                                                                                                                                                 Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
                                                                                                                 A    18-11-20 Amendments as per Council IR

                                                                                                               Issue Date Description
                                                                                                                                                                   JAG   CAG

                                                                                                                                                                   By Chkd
                                                                                                                                                                                                                     Email: [email protected] Client     Golden Breed                                        Project No.     2020072 Dwg No. P08          of   08   Issue   A

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