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Approved Plans - OPW19-0223 · OPW19/0223

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                                                                                                       Proposed Commercial Development                                                                                                                                                -
                                                                                                                                                                                                                                                                          APPROVED PLAN
                                                                                                             Civil Engineering Plans                                                                                                                                        OPW19/0223
                                                                                                                                                                                                                                                                          NOOSA COUNCIL
                                                                                                                                                                                                                                                                           20 APRIL 2020
                                                                                                                                                                     at                                                                                                               -


                                                                                                                                                          13 Noosa Dr, Noosa Heads
                                                                                                                                                                    For
                                                                                                                                                                Golden Breed




                                                                               SITE OF WORKS




Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                                     ABN: 13 609 593 339 Project       Proposed Commercial Development   Drawing Title   Index & Locality Plan
Date            October 2019                                  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   11-02-20 Amendments as per Council RFI

                                                                                                Issue Date Description
                                                                                                                                              JAG   CAG

                                                                                                                                              By Chkd
                                                                                                                                                                  Email: [email protected] Client     Golden Breed                      Project No.     2019072 Dwg No. 01      of   10   Issue   A
Full text of the other 14 pages

Page 2

                                                                                                                                                                                                                                                                                    LEGEND


                                                                                                                                                                                                              NOTES

                                                                               -                                                                                                                                1.   CROSSOVER AND DRIVEWAY SET OUR TO BE                                D          D


                                                              APPROVED PLAN                                                                                                                                     INSPECTED BY AN RPEQ PRIOR TO POUR.
                                                                                                                                                                                                                2.    ALL VERGE AREAS TO TIE BACK INTO EXISTING

                                                                OPW19/0223                                                                                                                                      3.
                                                                                                                                                                                                                4.
                                                                                                                                                                                                                     ALL LEVELS TO BE CONFIRMED ON SITE
                                                                                                                                                                                                                     BOOM GATE TO BE PROGRAMMED TO LOWER IF
                                                                                                                                                                                                                                                                                                  W



                                                              NOOSA COUNCIL                                                                                                                                     CARPARKS 1-4 ARE OCCUPIED.


                                                               20 APRIL 2020
                                                                               -




                                                                                                                                                                             2.81m
                                                                                                                                                                      4.00
                                                                                                                                                                                                                                                                                                                                  2.5




                                                                                                                                                                             1.19m




                                                                                                                                                                                                                                                     6.65




                                                                                                                                                                                                                                                                                                                                                1.30
                                                                                                                                                                     5
                                                                                                                                                                  RP91777
                                                                                                                                                                   418m²




                                                                                                                                                                                                                                                     5.65
                                                                                                                                                                                                                                                     é

                                                                                                                                                                                                                                          2.40              2.40m      2.6    2.6                          2.4




                    0              1.0            2.0          3.0       4.0       5.0m


                                                SCALE 1:100 A3



Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                                                        ABN: 13 609 593 339 Project         Proposed Commercial Development         Drawing Title       Development Layout Plan
Date            August 2019                                   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   11-02-20 Amendments as per Council RFI

                                                                                                Issue Date Description
                                                                                                                                              JAG   CAG

                                                                                                                                              By Chkd
                                                                                                                                                                                     Email: [email protected] Client       Golden Breed                            Project No.         2019072 Dwg No. 03   of    10   Issue   A

Page 3

                                                                                                                                                                                                                                                                                -
                                                                                                                                                                                                                                                                                                         LEGEND
                                                                                                                                                                                                                                                                APPROVED PLAN
                                                                             SL72 MESH (150mm THICK)
                                                                             50mm (+/- 5mm) TOP COVER
                                                                                                                                                              N32 CONCRETE
                                                                                                                                                                                                                                                                  OPW19/0223
                                                                                                                                                                                                                                                                NOOSA COUNCIL
                                                                                                                                                                                                                                                                 20 APRIL 2020
                                                                                                                                                                              NOTE: FINAL PAVEMENT DEPTH TO BE
                                                                                                                                                                              DETERMINED FOLLOWING SUBGRADE                                                                     -




                                                                                                                                                                         *
                                                                                                                                                                                                                                                                                                               D         D
                                                                                                                                                                              TESTS BY GEOTECHNICAL ENGINEER


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

                                                                                                Typical Pavement Detail
                                                                                                                    NTS




                                                                                                                                                                                                                                                                                                                                                                   38.633
                                                                                                                                                                                                         1.5%




                                                                                                                                                                                                                                                                                           1.5%




                                                                                                                                                                                                                                                                                                                             1.5%
                                                                                        6.465




                                                                                                                                   10




                                                                                                                                                                                            15




                                                                                                                                                                                                                                   20




                                                                                                                                                                                                                                                                           25




                                                                                                                                                                                                                                                                                                    30




                                                                                                                                                                                                                                                                                                                                           35
                                                                                                                                                                                                                                                        1%
                                                                         5




                                                                                                                                                                                                         3.0%
                                                                                                                                                                                                                                                                                                                                                        FSL 2.36
  0.0
      00




                                                                                                                                                                                             5
                                                                                                                                                      4.83m




                                                                                                                                                                                          RP91777
                                                                                                                                                                                           418m²                                                                                                                                                            FSL 2.34
                                                                                 0.9




                                                                                                                                                                                                                                                                                    1.5%




                                                                                                                                                                                                                                                                                                                                    1.5%
                                                                                  0m




                                                                                                                                                                                                                                                                                    é
                                                                                                                                                                                                                                                 FSL 2.09



                                                                                                                                                                                                                                                                                                                                            FSL 2.34




                    0              1.0            2.0            3.0       4.0         5.0m


                                                SCALE 1:100 A3



Datum           AHD          Scale        As Shown              Status     FOR APPROVAL
                                                                                                                                                                                                                                    ABN: 13 609 593 339 Project       Proposed Commercial Development    Drawing Title       Driveway Layout Plan
Date            August 2019                                     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   11-02-20 Amendments as per Council RFI

                                                                                                        Issue Date Description
                                                                                                                                                                  JAG   CAG

                                                                                                                                                                  By Chkd
                                                                                                                                                                                                                 Email: [email protected] Client     Golden Breed                       Project No.         2019072 Dwg No. 04        of    10     Issue   A

Page 4

                                                                                                                                                                                                                                                                                                                                                                                                                                                       VIP RL 2.069
                                                                                                                                                                                                                                                                                                                                                                             VIP RL 1.919
                                                                                                                                                                                                                                                                                                           VIP RL 1.882

                                                                                                                                                                                                                                                                                                                               VIP RL 1.865
                                                                                                                                                                                                                                                                                                                                                  VIP RL 1.865
                                                                                                                                                                                                                                               VIP RL 1.723
                                                                                                                                                                                                                            VIP RL 1.719
                                                                                                                                                                                            VIP RL 1.689
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 APPROVED PLAN
                                                                                                       HORIZONTAL CURVE DATA                                                                                                                                                                                                                                                                                                                                                                                                                       OPW19/0223
                                                                                                       VERTICAL CURVE LENGTH (m)                                                                                                                                                                                                                                                                                                                                                                                                                 NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  20 APRIL 2020
                                                                                                       VERTICAL CURVE RADIUS (m)

                                                                                                       VERTICAL GEOMETRY GRADE (%)                                                    6.6%                       0.8%        0.6%                                             2.6%                        -2.5%0%                                                2.5%                                                  1%                                                      3.1%
                                                                                                       VERTICAL GEOMETRY LENGTH (m)                                                   0.44                       3.75        0.67                                             6.13                          0.7 0.6                                              2.15                                                 15.01                                                    9.18
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                -
                                                                                                       DATUM RL = -2.900

                                                                                                       FINISHED SURFACE LEVEL




                                                                                                                                                                                   1.660
                                                                                                                                                                                           1.689




                                                                                                                                                                                                                        1.719
                                                                                                                                                                                                                                           1.723
                                                                                                                                                                                                                                                              1.726

                                                                                                                                                                                                                                                                      1.764




                                                                                                                                                                                                                                                                                     1.856

                                                                                                                                                                                                                                                                                                      1.882

                                                                                                                                                                                                                                                                                                                          1.865
                                                                                                                                                                                                                                                                                                                                              1.865




                                                                                                                                                                                                                                                                                                                                                                        1.919
                                                                                                                                                                                                                                                                                                                                                                                            1.924




                                                                                                                                                                                                                                                                                                                                                                                                             1.974




                                                                                                                                                                                                                                                                                                                                                                                                                                    2.024




                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.069
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.086




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.241




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.353
                                                                                                       EXISTING SURFACE LEVEL




                                                                                                                                                                                   1.660
                                                                                                                                                                                           1.689




                                                                                                                                                                                                                        1.719
                                                                                                                                                                                                                                           1.723
                                                                                                                                                                                                                                                              1.726

                                                                                                                                                                                                                                                                      1.761




                                                                                                                                                                                                                                                                                     1.856

                                                                                                                                                                                                                                                                                                      1.882

                                                                                                                                                                                                                                                                                                                          1.900
                                                                                                                                                                                                                                                                                                                                              1.913




                                                                                                                                                                                                                                                                                                                                                                        1.942
                                                                                                                                                                                                                                                                                                                                                                                            1.950




                                                                                                                                                                                                                                                                                                                                                                                                             2.008




                                                                                                                                                                                                                                                                                                                                                                                                                                    2.026




                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.090
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.102




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.309




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.355
                                                                                                                                                                                                                                                                                                                          -0.035
                                                                                                                                                                                                                                                                                                                                              -0.048




                                                                                                                                                                                                                                                                                                                                                                        -0.024
                                                                                                                                                                                                                                                                                                                                                                                            -0.026




                                                                                                                                                                                                                                                                                                                                                                                                             -0.034




                                                                                                                                                                                                                                                                                                                                                                                                                                    -0.002




                                                                                                                                                                                                                                                                                                                                                                                                                                                  -0.021
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      -0.016




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      -0.068




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               -0.002
                                                                                                       CUT / FILL DEPTH




                                                                                                                                                                                   0.000
                                                                                                                                                                                           0.000




                                                                                                                                                                                                                        0.000
                                                                                                                                                                                                                                           0.000
                                                                                                                                                                                                                                                              0.000

                                                                                                                                                                                                                                                                      0.003




                                                                                                                                                                                                                                                                                     0.001

                                                                                                                                                                                                                                                                                                      0.000
                                                                                                                                                                                                                                                                                                      10.999

                                                                                                                                                                                                                                                                                                                          11.697
                                                                                                                                                                                                                                                                                                                                              12.297




                                                                                                                                                                                                                                                                                                                                                                        14.444




                                                                                                                                                                                                                                                                                                                                                                                                                                                  29.453




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               38.633
                                                                                                       CONTROL LINE CHAINAGE




                                                                                                                                                                                           0.441




                                                                                                                                                                                                                        4.195
                                                                                                                                                                                                                                           4.867



                                                                                                                                                                                                                                                                      6.465




                                                                                                                                                                                                                                                                                     10




                                                                                                                                                                                                                                                                                                                                                                                            15




                                                                                                                                                                                                                                                                                                                                                                                                             20




                                                                                                                                                                                                                                                                                                                                                                                                                                    25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      35
                                                                                                                                                                                   0




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

                                                                                                  LONGITUDINAL SECTION




                                                              Centreline Data                                                                                                                                           Centreline Data                                                                                                                                                                                                       Centreline Data
                                                              X = 1007.989                                                                                                                                              X = 1022.989                                                                                                                                                                                                          X = 1036.813
                                                              Y = 4998.001                                                                                                                                              Y = 4997.999                                                                                                                                                                                                          Y = 4997.998                                                                          1.5%
                                                                                                         -0.21%                               1.51%                                                                                                                                                                                                                                                                                                                                             1.5%
                                                              Z = 1.851                                                                                                                                                 Z = 2.013                                                                              1.5%                                                                                  1.27%                                    Z = 2.359
                                                              DATUM RL 1.000                                                                                                                                            DATUM RL 1.500                                                                                                                                                                                                        DATUM RL 1.500




                                                                                                                                                                                                                                                                                             2.043




                                                                                                                                                                                                                                                                                                                                               2.013




                                                                                                                                                                                                                                                                                                                                                                                                                          2.143
                                                                                              1.847




                                                                                                                  1.851




                                                                                                                                                                           1.955




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.389




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.359




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.513
                                                              DESIGN                                                                                                                                                    DESIGN                                                                                                                                                                                                                DESIGN




                                                                                                                                                                                                                                                                                             2.032




                                                                                                                                                                                                                                                                                                                                               2.047




                                                                                                                                                                                                                                                                                                                                                                                                                          2.143
                                                                                              1.847




                                                                                                                  1.850




                                                                                                                                                                           1.955




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.276




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.359
                                                              SURVEY                                                                                                                                                    SURVEY                                                                                                                                                                                                                SURVEY




                                                                                                                                                                                                                                                                                                                                                                                                                          10.223




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      10.235
                                                                                                                                                                                                                                                                                             -2.000
                                                                                              -2.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       -2.000
                                                                                                                                                                                                                                                                                                                                               0.000
                                                                                                                  0.000




                                                                                                                                                                           6.814




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.000
                                                              OFFSET                                                                                                                                                    OFFSET                                                                                                                                                                                                                OFFSET

                                                                                                                          CHAINAGE 10                                                                                                                                                                                                                                     CHAINAGE 25                                                                                                                          CHAINAGE 38.824
                                                              Centreline Data                                                                                                                                           Centreline Data                                                                                                                                                                                                       Centreline Data
                                                              X = 1003.330                                                                                                                                              X = 1017.989                                                                                                                                                                                                          X = 1032.989
                                                              Y = 4996.535                                                                                                                                              Y = 4998.000                                                                       1.32%                                                 1.5%                                                                         Y = 4997.999
                                                              Z = 1.726                                  -1.16%                             2.94%                                                                       Z = 1.962                                                                                                                                                                                                             Z = 2.236                                         1.5%                                1.5%

                                                              DATUM RL 1.000                                                                                                                                            DATUM RL 1.000                                                                                                                                                                                                        DATUM RL 1.500
                                                                                              1.703




                                                                                                                  1.726




                                                                                                                                                                   1.901




                                                                                                                                                                                                                                                                                             1.988




                                                                                                                                                                                                                                                                                                                                               1.962




                                                                                                                                                                                                                                                                                                                                                                        1.992




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.266




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.236




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.390
                                                              DESIGN                                                                                                                                                    DESIGN                                                                                                                                                                                                                DESIGN
                                                                                              1.703




                                                                                                                  1.726




                                                                                                                                                                   1.901




                                                                                                                                                                                                                                                                                             1.988




                                                                                                                                                                                                                                                                                                                                               2.004




                                                                                                                                                                                                                                                                                                                                                                        2.024




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.285




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.308




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.233
                                                              SURVEY                                                                                                                                                    SURVEY                                                                                                                                                                                                                SURVEY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      10.232
                                                                                              -2.000




                                                                                                                                                                                                                                                                                             -2.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       -2.000
                                                                                                                  0.000




                                                                                                                                                                   5.963




                                                                                                                                                                                                                                                                                                                                               0.000




                                                                                                                                                                                                                                                                                                                                                                        2.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.000
                                                              OFFSET                                                                                                                                                    OFFSET                                                                                                                                                                                                                OFFSET

                                                                                                                     CHAINAGE 5                                                                                                                                                               CHAINAGE 20                                                                                                                                                                                                               CHAINAGE 35
                                                              Centreline Data                                                                                                                                           Centreline Data                                                                                                                                                                                                       Centreline Data
                                                              X = 1002.023                                                                                                                                              X = 1012.989                                                                                                                                                                                                          X = 1027.989
                                                              Y = 4995.892                                                                                                                                              Y = 4998.000                                                                       1.09%                                                 1.5%                                                                         Y = 4997.999
                                                              Z = 1.713                                                     2.78%                                                                                       Z = 1.910                                                                                                                                                                                                             Z = 2.076                                         1.5%                                1.5%
                                                              DATUM RL 1.000                                                                                                                                            DATUM RL 1.000                                                                                                                                                                                                        DATUM RL 1.500
                                                                                                                  1.713




                                                                                                                                    1.769




                                                                                                                                                                                                                                                                                             1.932




                                                                                                                                                                                                                                                                                                                                               1.910




                                                                                                                                                                                                                                                                                                                                                                        1.940




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.106




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.076




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.229
                                                              DESIGN                                                                                                                                                    DESIGN                                                                                                                                                                                                                DESIGN
                                                                                                                  1.715




                                                                                                                                    1.769




                                                                                                                                                                                                                                                                                             1.932




                                                                                                                                                                                                                                                                                                                                               1.945




                                                                                                                                                                                                                                                                                                                                                                        1.980




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.075




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.101




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.142
                                                              SURVEY                                                                                                                                                    SURVEY                                                                                                                                                                                                                SURVEY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      10.227
                                                                                                                                                                                                                                                                                             -2.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       -2.000
                                                                                                                  0.000




                                                                                                                                    2.000




                                                                                                                                                                                                                                                                                                                                               0.000




                                                                                                                                                                                                                                                                                                                                                                        2.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.000
                                                              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         FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                  ABN: 13 609 593 339 Project                                      Proposed Commercial Development                                                        Drawing Title    Driveway Longitudinal & Cross
Date            August 2019                                   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           11-02-20 Amendments as per Council RFI

                                                                                                            Issue Date Description
                                                                                                                                                                                                           JAG   CAG

                                                                                                                                                                                                           By Chkd
                                                                                                                                                                                                                                                                                                                                               Email: [email protected] Client                                    Golden Breed                                                                           Project No.      2019072 Dwg No. 05       of   10   Issue   A

Page 5

                                                                                                                                                                                                    0.60m (MIN)
                                                                                                                                                                                                                                                                                                                    LEGEND




                                                                                          0.50m
                                                                                                                                                                                                                                                                                                                         D          D
                                                                                                                                                                                0.30m
                                                                                                                                                                                                                                                                                        0.80m




                                                                                                                                                                                                                                                                                0.45m
                                                                                                                                                                                            0.50m




                                                                                                                                                                                                                                 0.259m
                                                                                                  1.20m
                                                                                                                                                                                                                                                                                                                                  W




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

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




                                                                                                                                                                                                                                                                                                                                                1.5%




                                                                                                                                                                                                                                                                                                                                                                                 1.5%
                                                                                                                                                                                                                                                                                                           A
                                                                                                                                                                                         1.5%
                                                                                                                                                                                                                                                                                                12 BOX WIDTHS


                                                                                                                                                                                                                                                                 1
                                                                                                                                                                                                                                                                 2
                                                                                                                                                                                                                                                   1%




                                                                                                                                                                                                                                                                                                                                        9 BOX LENGTHS
                                                                                                                                                                                         3.0%
                                                                                                                                                       1                                                                                                                                                                                                                                 FSL 2.36
                                                                                                                                                       1
                                                                                                                                                                                                                                                                     2
                                                                                                                                                                                                                                                                     1




                                                                                                                                                                                                                                                                                                                                                                          1.5%
                                                                                                                                                                                  5
                                                                                                                                                                               RP91777
                                                                                                                                                                                418m²




                                                                                                                                                                                                                                                                                                           A
                                                                                                                                                                                                                                                                                                                -
                                                                                                                                                                                                                                                   1                                                                                                                                         FSL 2.34
                                                                                                                                                                                                                                                   3




                                                                                                                                                                                                                                                                         1.5%




                                                                                                                                                                                                                                                                                                                                                        1.5%
                                                                                                                                                                                                                                                                         é
                                                                                                                                                                                                                                              FSL 2.14



                                                                                                                                                                                                                                                                                                                                                               FSL 2.35
                                                                                                                                                                 -
                                                                                                                                              APPROVED PLAN
                                                                                                                                                OPW19/0223
                    0              1.0            2.0          3.0       4.0    5.0m
                                                                                                                                              NOOSA COUNCIL
                                                                                                                                               20 APRIL 2020
                                                SCALE 1:100 A3
                                                                                                                                                                 -

Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                                                                       ABN: 13 609 593 339 Project            Proposed Commercial Development                       Drawing Title       Stormwater and Details Plan
Date            August 2019                                   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   11-02-20 Amendments as per Council RFI

                                                                                                    Issue Date Description
                                                                                                                                                           JAG   CAG

                                                                                                                                                           By Chkd
                                                                                                                                                                                                    Email: [email protected] Client          Golden Breed                                          Project No.         2019072 Dwg No. 06                              of    10    Issue   A

Page 6

                               SUGGESTED EXPANSION JOINT METHOD FOR CONTINUOUS POURING

                                CONSTRUCTION NOTES AND METHODS
                                                                                                                                                                                SAW CUT JOINT                                                                                 ISOLATION JOINT
                                                                                                                                                                               (CONTROL JOINT)
                                                                                                                                                                                 (Maximum spacing 4m)




                                                                                                                                                                                                                                                                FORMED JOINT (WITH SHEAR KEY)
                                                                                                                                                                  EXPANSION JOINT                                                                                     (CONTROL JOINT)
                                                                                                                                                                                                                                                               (Maximum spacing 100mm thick 2m / 150mm thick 4m)
                                                                                                                                                                  (Maximum spacing 12m)




                                                                  MESH COVER



                                                                                                                                                                                                                                                                                                        -

                                                         DOWEL BAR SCHEDULE                                                                                                                                                                                                               APPROVED PLAN
                                                                                                                                                                                                                                                                                            OPW19/0223
                                                                                                                                                                                                                                                                                          NOOSA COUNCIL
                                                                                                                                                                                                                                                                                           20 APRIL 2020
                                                                                                                                                                                                                                                                                                        -




Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                                           ABN: 13 609 593 339 Project       Proposed Commercial Development             Drawing Title   Pavement & Jointing Details Plan
Date            August 2019                                   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   11-02-20 Amendments as per Council RFI

                                                                                                Issue Date Description
                                                                                                                                              JAG   CAG

                                                                                                                                              By Chkd
                                                                                                                                                                        Email: [email protected] Client     Golden Breed                                Project No.     2019072 Dwg No. 07        of   10   Issue   A

Page 7

                                                                                                                                                                                                                                                LEGEND




                                                                                          -
                                                                       APPROVED PLAN
                                                                         OPW19/0223
                                                                                                                                                                                                                                                      D         D




                                                                       NOOSA COUNCIL                                                                                                                                                                            W



                                                                        20 APRIL 2020
                                                                                          -




                                                                                                                                                                                                                                                                                                2.5




                                                                                                                                                                                                                                                                                                              1.30
                                                                                                                                                  5
                                                                                                                                               RP91777
                                                                                                                                                418m²




                                                                                                                                                                                                                       é


                    0              1.0            2.0          3.0       4.0    5.0m


                                                SCALE 1:100 A3



Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                            ABN: 13 609 593 339 Project       Proposed Commercial Development   Drawing Title       Tree SRZ Layout Plan
Date            August 2019                                   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.
                                                                                                    Issue Date Description   By Chkd
                                                                                                                                                         Email: [email protected] Client     Golden Breed                      Project No.         2019072 Dwg No. 10     of    10   Issue   -

Page 8

                     Australian Tree Contractors & Arboricultural Consultants
                                P O Box 1411, Noosaville DC Qld 4566 E: [email protected] M: 0431586371
                                                        W: www.australianconsultarborist.com.au
                                                           Helping Trees and People Get Along
                      -
           APPROVED PLAN
             OPW19/0223
           NOOSA COUNCIL
            20 APRIL 2020
                      -




                                                                                  AUSTRALIAN TREE CONTRACTORS &
                                                                                  ARBORICULTURAL CONSULTANTS PTY LTD
                                                                                  “HELPING TREES AND PEOPLE GET ALONG”


                                                                                  Kurt Brown Dip Arb, TRAQ Certified



                     PIVOTAL PERSPECTIVE
        13 NOOSA DRV NOOSA HEADS 4567




Document Set ID: 21097671
Version: 1, Version Date: 05/03/2020

Page 9

                            Arboricultural Report and Tree Protection Methodology / Plan
                     Client: Pivotal Perspective
                     Site Address: 13 Noosa Drv Noosa Heads 4567
                     Date of Inspection: 15th October 15, 2019

                     Table of Contents
                         Professional Disclaimer
                         General References
                         Qualifications
                         Scope of Works
                         ARBORICULTURAL REPORT AND TREE PROTECTION METHODOLOGY.




Document Set ID: 21097671
Version: 1, Version Date: 05/03/2020

Page 10

                     Professional Disclaimer: Although Australian Tree Contractors & Arboricultural Consultants PTY Ltd
                     (ACN 614 266 125) (ATCAC) use all due care and skill in providing you with the information made
                     available in this Report, to the extent permitted by law ATCAC otherwise excludes all warranties of any
                     kind, either expressed or implied. To the extent permitted by law, you agree that ATCAC is not liable to
                     you or any other person or entity for any loss or damage caused or alleged to have been caused
                     (including loss or damage resulting from negligence), either directly or indirectly, by your use of the
                     information (including by way of example, Arboricultural advice) made available to you in this report.
                     Without limiting this disclaimer, in no event will ATCAC be liable to you for any lost revenue or profits,
                     or for special, indirect, consequential or incidental damage (however caused and regardless of the
                     theory of liability) arising out of or related to your use of that information, even if Tree Logic has been
                     advised of the possibility of such loss or damage. This disclaimer is governed by the law in force in the
                     State of Queensland, Australia. This Report is addressed to you and may not be distributed to, or used
                     or relied on by, another person without the prior written consent of ATCAC. ATCAC accepts no liability
                     to any other person, entity or organisation with respect to the content of this Report unless that
                     person, entity or organisation has first agreed in writing to the terms upon which this Report may be
                     relied on by that other person, entity or organisation. Report Assumptions The following qualifications
                     and assumptions apply to the Report:  Any legal description provided to ATCAC is assumed to be
                     correct. Any titles and ownership of any property are assumed to be correct. No responsibility is
                     assumed for matters outside of ATCAC’s control.  ATCAC assumes that any property or project is not
                     in violation of any applicable codes, ordinances, statutes or other local, state or federal government
                     regulations.  ATCAC shall take care to obtain all information from reliable sources. All data shall be
                     verified insofar as possible; however, ATCAC can neither guarantee nor be responsible for the accuracy
                     of the information provided by others not directly under ATCAC’s control.  No ATCAC employee or
                     contractor shall be required to give testimony or to attend court because of the Report unless
                     subpoenaed or subsequent contractual arrangements are made, including payment of an additional
                     fee for such services.  Loss of the report or alteration of any part of the report not undertaken by
                     ATCAC invalidates the entire Report and shall not be relied upon by any party.  The Report and any
                     values expressed therein represent the opinion of ATCAC’s consultant and ATCAC’s fee is in no way
                     conditional upon the reporting of a specified value, a stipulated result, the occurrence of a subsequent
                     event, nor upon any finding to be reported.  Sketches, diagrams, graphs and photographs used in the
                     Report, is intended as visual aids, are not necessarily to scale and should not be construed as
                     engineering or architectural drawings, reports or surveys.  Unless expressed otherwise: I) The
                     information contained in the Report will cover those items that were outlined in the project brief or
                     that were examined during the assessment and reflect the condition of those items at the time of
                     inspection; and ii) The inspection is limited to a visual examination of accessible components without
                     dissection, excavation or probing unless otherwise stipulated.  There is no warranty or guarantee,
                     expressed or implied by ATCAC, that the problems or deficiencies of the plants or site in question may
                     not arise in the future.  All instructions (verbal or written) that define the scope of the Report have
                     been included in the Report and all documents and other materials that the ATCAC Consultant has
                     been instructed to consider or to consider in preparing the Report have been included or listed within
                     the Report.  The Report is strictly limited to the matters stated in it and does not apply by implication
                     to any other matters.  To the writer’s knowledge all facts, matter and all assumptions upon which the
                     Report proceeds have been stated within the body of the report and all opinion contained within the
                     report will be fully researched and referenced and any such opinion not duly researched is based upon
                     the writer's experience and observations.

                      General References
                         Australian Standards AS 4373 – 2007 Pruning of amenity trees.
                              AS 4970-2009 - Protection of trees on development sites
                              Wild Plants of Greater Brisbane – Queensland Museum
                              Fraser Coast website and Maps/overlays
                              Evaluating Tree Defects – A Field Guide by Ed Hayes, Second Edition
                              Body Language of Trees - Research for Amenity Trees, Claus Mattheck




Document Set ID: 21097671
Version: 1, Version Date: 05/03/2020

Page 11

                              Smiley E. Thomas, Nelda Matheny and Sharon Lilly April 2012. Tree Risk
                               Assessment: Levels of Assessment
                              Matheny Nelda and Jim Clark Feb 2009. Tree Risk Assessment: What we know
                               (and What We Don’t Know)
                              The use of the TRAQ as trained by the International Society of Arboriculture

                      Qualifications:
                              AQF Level 3 Arborist
                              AQF Level 5 Arborist
                              ISA Certified TRAQ Qualified Arborist
                              Previous QAA Executive Committee Member 2012 – 2017
                              President of the QAA 2014- 2016
                              Past President QAA 2016- 2017


                     The Scope of Works:
                     To supply an Arborist Assessment as per the supplied DA conditions from Noosa
                     Regional Council,




Document Set ID: 21097671
Version: 1, Version Date: 05/03/2020

Page 12

                     Arboricultural Assessment


                     Tree 1 Melaleuca quinquinervia




                     Tree 2            Melaleuca quinquinervia
                     DBH 0.605
                     Canopy 3m
                     Height 16m
                     SRZ 2.79m radius
                     TPZ 7.2m radius


                     Tree 3            Melaleuca quinquinervia
                     DBH 0.687




Document Set ID: 21097671
Version: 1, Version Date: 05/03/2020

Page 13

                     Canopy 12m
                     Height 14m
                     SRZ 2.89m radius
                     TPZ 8.4m radius


                     Tree 4            Cupaniopsis anacardioides
                     DBH 0.382
                     Canopy 15m
                     Height 9m
                     SRZ 2.36m radius
                     TPZ 4.8m radius




                     Tree 5            Cupaniopsis anacardioides
                     DBH 0.318
                     Canopy 10m
                     Height 12m
                     SRZ 2.21m radius
                     TPZ 3.6m radius


                     Tree 6            Eucalyptus tereticornis
                     DBH 0.509
                     Canopy 10m
                     Height 12m




Document Set ID: 21097671
Version: 1, Version Date: 05/03/2020

Page 14

                     SRZ 2.56m radius
                     TPZ 6m radius


                     Site Map



                     Observations
                     There is build up of debris and rubbish around the base of 2 3 4 5 6 and there has
                     been an alteration in the true ground level. There are limbs that are hyper extended
                     and need future proofing. There is across all trees identified paving across the root
                     plates and there is some disturbance of this paving as you would expect from all these
                     species. All trees identified appear in fair health considering the urban environment
                     they are within the already identified restrictions.
                     Prior to construction there will need to be root plate and canopy protection
                     implemented.


                     Tree Protection Methodology
                     All tree protection is as identified in AS4970-2009 and all pruning works to also
                     adhere to AS4373-2007. Prior to any excavation works in preparation for
                     development works as identified in the supplied plans, these conditions must be
                     implemented by ATCAC’s Level 5 Arborist (Project Arborist) prior to works
                     commencing,
                          1. Tree Protection Exclusion Zone fencing and signage as per AS 4373-2009
                          2. Removal of all material and non-historic soil from the Tree Protection Zone
                               (TPZ)
                          3. Trees 2 3 4 5 6 prior to any excavation works a root barrier is to be installed to
                               a depth of 1000mm with bentonite clay in the base of the trench and back
                               filled with bedding sand. All excavation to be done by a Vacuum Excavator
                          4. Mature forest blend mulch to a depth of a 150mm minimum on the TPZ on all
                               trees
                          5. Maintenance pruning on all weight burden limbs that may be impacted
                               throughout the works to be performed by Level 3 Arborist under direction of
                               the Project Arborist and as per AS 4373-2007
                          6. The Project Arborist must be present while the construction works happen to
                               ensure tree protection protocols outlines
                          7. Once the timeline of the project is determined the suitable inspection
                               intervals to be defined by the Project Arborist




Document Set ID: 21097671
Version: 1, Version Date: 05/03/2020

Page 15

                          8. All design plan alteration that may impact on the identified trees the Project
                               Arborist needs to be consulted prior to these works being implemented.




                     Kind regards
                     Kurt Brown DIP Arb SCIT, ISA TRAQ Certified, Cert 3 Arb.
                     Professional Membership QAA, AA, ISA
                     M: 0431586371 W: www.australianconsultarborist.com.au




Document Set ID: 21097671
Version: 1, Version Date: 05/03/2020

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