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SUPERSEDED Approved Plans - OPW21/0104 - Amended Engineering Plans for Approval (13 Noosa Dr Noosa Heads) (1)

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




                                                                               SITE OF WORKS




                                                                                                                                                                                                                                                                                   -
                                                                                                                                                                                                                                                               APPROVED PLANS
                                                                                                                                                                                                                                                                  OPW21/0104
                                                                                                                                                                                                                                                           NOOSA COUNCIL 24 JUNE 2021
                                                                                                                                                                                                                                                                                   -




Datum           AHD          Scale        As Shown            Status     For Approval
                                                                                                                                                                                    ABN: 13 609 593 339 Project       Proposed Commercial Development   Drawing Title   Index & Locality Plan
Date            March 2021                                    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   14-05-21 Amendments as per Council IR

                                                                                                Issue Date Description
                                                                                                                                             JAG   CAG

                                                                                                                                             By Chkd
                                                                                                                                                                 Email: [email protected] Client     Golden Breed                      Project No.     2020072 Dwg No. 01      of   16   Issue   A
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Page 2

                                                                                                                                                                                                                                                                   LEGEND
                                                                                                        -
                                                                                   APPROVED PLANS                                                                                                                                                                          D       D



                                                                                      OPW21/0104
                                                                                                                                                                                                                                                                                   W
                                                                               NOOSA COUNCIL 24 JUNE 2021
                                                                                                        -




                                                                                                                                                                     5
                                                                                                                                                                  RP91777
                                                                                                                                                                   418m²




                    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   Existing Features Plan
Date            March 2021                                    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   14-05-21 Amendments as per Council IR

                                                                                                 Issue Date Description
                                                                                                                                              JAG   CAG

                                                                                                                                              By Chkd
                                                                                                                                                                            Email: [email protected] Client     Golden Breed                      Project No.     2020072 Dwg No. 02       of   16   Issue   A

Page 3

                 -
                 -




                                                                                         “ ”




                                                                                                                                                                                                                                                                                     -
                                                                                                                                                                                                                                                                  APPROVED PLANS
                                                                                                                                                                                                                                                                     OPW21/0104
                                                                                                                                                                                                                                                              NOOSA COUNCIL 24 JUNE 2021
                                                                                                                                                                                                                                                                                     -




Datum           AHD          Scale        As Shown            Status     For Approval
                                                                                                                                                                                     ABN: 13 609 593 339 Project       Proposed Commercial Development   Drawing Title   Preliminary Construction Management
Date            March 2021                                    Drawn      JAG   Checked     CAG                                                                                                PO Box 5028                                                                Plan
                                                                                                                                                          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   14-05-21 Amendments as per Council IR

                                                                                                 Issue Date Description
                                                                                                                                              JAG   CAG

                                                                                                                                              By Chkd
                                                                                                                                                                  Email: [email protected] Client     Golden Breed                      Project No.     2020072 Dwg No. 03     of   16   Issue   -

Page 4

                                                                                                                                                                                                                                                                                         LEGEND
                                                                                                                                             NOTES
                                                                                                                                                                                                                                                              -
                                                                                                                                             1.   CROSSOVER AND DRIVEWAY SET OUR TO BE
                                                                                                                                             INSPECTED BY AN RPEQ PRIOR TO POUR.
                                                                                                                                                                                                                                             APPROVED PLANS
                                                                                                                                             2.    ALL VERGE AREAS TO TIE BACK INTO EXISTING                                                    OPW21/0104
                                                                                                                                             3.    ALL LEVELS TO BE CONFIRMED ON SITE
                                                                                                                                             4.   PRIOR TO INSTALLATION RPEQ TO CONFIRM                                                  NOOSA COUNCIL 24 JUNE 2021                           D          D

                                                                                                                                             INSITU MATERIAL IS ADEQUATE.                                                                                     -

                                                                                                                                                                                                                                                                                                       W




                                                                                                                                                                             3.35
                                                                                                                                                                                                                                                                                                                                  SCOOTER
                                                                                                                                                                                                                                                                                                                                  PARK 02

                                                                                                                                                                                                                                                                                                                     SCOOTER
                                                                                                                                                                            5                                                                                                                                        PARK 01

                                                                                                                                                                         RP91777
                                                                                                                                                                          418m²
                                                                                                                                                                                                                  PROPOSED SHOP
                                                                                                                                                                                                                  FFL 2.70




                                                                                                                                                                                                                                                                                      3.00m
                                                                                          W




                    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            March 2021                                    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   14-05-21 Amendments as per Council IR

                                                                                                Issue Date Description
                                                                                                                                                   JAG   CAG

                                                                                                                                                   By Chkd
                                                                                                                                                                                               Email: [email protected] Client     Golden Breed                         Project No.         2020072 Dwg No. 04     of   16   Issue   A

Page 5

                                                                        RP BDY
                                                                                                                                                                                                                                                                                                                                                       LEGEND
                                                                                                                                                                                                                 -
                                                                                                                                                                 APPROVED PLANS
                                                                                                                                                                    OPW21/0104
                                                                                                                                                             NOOSA COUNCIL 24 JUNE 2021                                                                                                                                                                     D               D


                                                                                                                                                                                                                 -


                                                                                                                                                                                                                                                                                                                                                                      TOP 28.08
                                                                                                                                                                                                                                                                                                                                                                      TOE 26.93




                                                               Preliminary Front




                                                                                                                                                                                                                                                                                                                                                                                                                            39.456
                                                                                                                                          10.87
                                                              Retaining Wall Detail




                                                                                                                                                                                                                                   06
                                                                                                                                                                                                                                        B




                                                                                                                                                                                                                                                                                                                                                                                06
                                                                                         NTS




                                                                                                                                                                                                                                                                                                                                                                                     C
                                                                                                                                                                                                                15




                                                                                                                                                                                                                                                         20




                                                                                                                                                                                                                                                                                                   25




                                                                                                                                                                                                                                                                                                                                     30




                                                                                                                                                                                                                                                                                                                                                                                         35
                                                                                                                                               3
                                                                                                                                                     TOP 2.36                                                          TOP 2.574                                 TOP 2.67     TOP 2.69                                 TOP 2.63           TOP 2.63                                              TOP 2.63

                                                                                                                             10
                                                                                                                                                     TOE 1.863                                                         TOE 1.927                                 TOE 1.98     TOE 2.07                                 TOE 2.05           TOE 2.07                                              TOE 2.05

                                                                                                                                                                                                                                                                                                                                                                                                                TOP 2.725
                                                                                                                                                                                                                                                                                      1%                                                                              1%                                        TOE 2.374




                                                                                                                                                                       VARIES




                                                                                                                                                                                                                                   VARIES
                                                                                                                                                                                                                                                                      1%




                                                                                                                                                                                                                                                                                                                            VARIES
                                                                        5




                                                                                                                                                                                                                                                                                                                                                                                                                 1.0%
                                                                                                                                                                       2.5%




                                                                                                                                                                                                                                    2.5%
                                                                                                                                                          FSL 2.39                                                                                            FSL 2.70


                                                                                                                                                                                                                                                                                                         FSL 2.65
                                                                                                                                                                                      DISABLED ACCESS
  0.0
      00




                                                                                                                                                                                           1.20m
                                                                                                                                                                                                                                                                                                                                                                                                                 FSL 2.62
                                                                                                                                                                                                                                                                                                                                                                                                           SCOOTER
                                                                                                                           DIS AX GR




                                                                                                                                                                                                                                                                                                                                                                                                           PARK 02
                                                                                                                             (M
                                                                                                                              ABL AD




                                                                                                                                                                                                                                                                                                                                                                                                                TOP 2.62
                                                                                                                                1.2 ACCE )




                                                                                                                                                                                                                                                                                                                                            FSL 2.58      FSL 2.55
                                                                                                                                                                                                                                                                                                                                                                                                                TOE 2.36
                                                                                                                                  ED E 7%




                                                                                                                                                                                                                                                                                                                                                                                              SCOOTER
                                                                                                                                   0m




                                                                                          FSL 1.87                                                                                                                      5                                                                                                                                                                     PARK 01

                                                                                                                                                                                                                     RP91777
                                                                                                                                        SS




                                                                                                                                                                                                                      418m²

                                                                                                       TOP 2.60                                                                   TOP 2.60
                                                                                                       TOE 1.87                                                                   TOE 1.98                                                                 PROPOSED SHOP




                                                                                                                                                                                                                                                                                                                                                             VARIES
                                                                                                                                                                                                                                                                                                                                                                                                                            A
                                                                                   A                                                                                                                                                                       FFL 2.70
                                                                                  06




                                                                                                                                                                                                                                                                                                                                            FSL 2.67
                                                                                                                                                                                                                                                                                                                                                          FSL 2.66
                                                                                                        W
                                                                                                                                                                                                                                                                                                                                            FSL 2.62                                                             FSL 2.69
                                                                                                                            TOP 2.60                                              TOP 2.60
                                                                                                                            TOE 1.976                                             TOE 2.01


                                                                                                                                                                                                                                                    EARTHWORKS QUANTITIES
                                                                                                                                                                                                                                                                                                                                                                                                                 TOP 2.69
                                                                                                                                                                                                                                                                                                                                                                                                                 TOE 2.46
                                                                                                                                                                                                                                        B




                                                                                                                                                                                                                                                                                                                                                                           TOP 2.67
                                                                                                                                                                                                                                                    TOPSOIL STRIP:           0m³
                                                                                                                                                                                                                                                    EARTHWORKS CUT:          2m³                                                                                           TOE 2.16




                                                                                                                                                                                                                                                                                                                                                                                     C
                                                                                                                                                                                                                                                    FILL REQUIRED:           273m³
                                                                                                                                                                                                                                                    IMPORT:                  271m³

                                                                                                                                                                                                                                                    NOTES:
                                                                                                                                                                                                                                                     1. ALL VOLUMES INDICATED ARE SOLID VOLUMES.
                          0             1.0            2.0        3.0              4.0         5.0m                                                                                                                                                  2. ASSUMED TOPSOIL STRIP AT 150mm THICK.
                                                                                                                                                                                                                                                     3. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN
                                                                                                                                                                                                                                                        EARTHWORKS/ BOXING LEVELS AND NATURAL SURFACE.
                                                     SCALE 1:100 A3



Datum           AHD           Scale       As Shown            Status             For Approval
                                                                                                                                                                                                                                                               ABN: 13 609 593 339 Project       Proposed Commercial Development                       Drawing Title            Earthworks Plan
Date            March 2021                                    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    14-05-21 Amendments as per Council IR

                                                                                                            Issue Date Description
                                                                                                                                                                     JAG

                                                                                                                                                                     By Chkd
                                                                                                                                                                                CAG
                                                                                                                                                                                                                                            Email: [email protected] Client     Golden Breed                                          Project No.              2020072 Dwg No. 05         of    16     Issue        A

Page 6

                                                                                                                                                                                                                                                                                                                                  RP BDY
                                                              RP BDY
                                                                                                                                                                                                                                                                                      DRIVEWAY

                                                                                                                                                                                                      SHOP
                                                                                                                                                                                                      FFL: 2.70
                                                                                                                                                                                                      PAD LEVEL: 2.40




                                                                                                                                                                                                A      SECTION A
                                                                                                                                                                                                05        SCALE 1:100




                                                                                                                                                                                                                                                                   RP BDY
                                                                                                                                                                   RP BDY
                                                                                                                                                                                    DRIVEWAY
                                                                                                                                                                                               1.20m DISABLED
                                                                                                                                                                                                   ACCESS                 SHOP
                                                                                                                                                                                                                          FFL: 2.70
                                                                                                                                                                                                                          PAD LEVEL: 2.40




                                                                                                                                                                                                B       SECTION B
                                                                                                                                                                                                 05       SCALE 1:100




                                                                                                                                                                                                                                                                  RP BDY
                                                                                                                                                                  RP BDY




                                                                                                                                                                                                          DRIVEWAY




                                                                                                                                                                                                C      SECTION C
                                                                                                                                                                                                05       SCALE 1:100


                                                                                                                                                                                                                                                                                                                           -
                                                                                                                                                                                                                                                                                                     APPROVED PLANS
                                                                                                                                                                                                                                                                                                        OPW21/0104
                    0              1.0            2.0                   3.0       4.0    5.0m                                                                                                                                                                                                    NOOSA COUNCIL 24 JUNE 2021
                                                                                                                                                                                                                                                                                                                           -
                                                SCALE 1:100 A3



Datum           AHD          Scale        As Shown                     Status     For Approval
                                                                                                                                                                                                                         ABN: 13 609 593 339 Project       Proposed Commercial Development       Drawing Title   Earthworks Sections Plan
Date            March 2021                                             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   14-05-21 Amendments as per Council IR

                                                                                                         Issue Date Description
                                                                                                                                                      JAG   CAG

                                                                                                                                                      By Chkd
                                                                                                                                                                                                      Email: [email protected] Client     Golden Breed                          Project No.     2020072 Dwg No. 06        of   16   Issue   A

Page 7

                                                                                                                                                                                                                                                                                                                                   LEGEND
                                                                       SL82 MESH (150mm THICK)                                                          N32 CONCRETE
                                                                       50mm (+/- 5mm) TOP COVER




                                                                                                                                                                                   NOTE: FINAL PAVEMENT DEPTH TO BE
                                                                                                                                                                                   DETERMINED FOLLOWING SUBGRADE




                                                                                                                                                                         *
                                                                                                                                                                                   TESTS BY GEOTECHNICAL ENGINEER


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

                                                              Typical Pavement Detail for Concrete Portions
                                                                                                               NTS




                                                                                                                                                                                                                                                                                                                                                                                             39.456
                                                                                                                                  10.87




                                                                                                                                                                                            15




                                                                                                                                                                                                                                          20




                                                                                                                                                                                                                                                                                     25




                                                                                                                                                                                                                                                                                                                   30




                                                                                                                                                                                                                                                                                                                                                            35
                                                                                                                                     3
                                                                                                                     10

                                                                                                                                                                                                                                                                      1%                                                                      1%




                                                                                                                                                                VARIES




                                                                                                                                                                                                                      VARIES
                                                                                                                                                                                                                                                      1%




                                                                                                                                                                                                                                                                                                          VARIES
                                                                     5




                                                                                                                                                                                                                                                                                                                                                                                     1.0%
                                                                                                                                                                2.5%




                                                                                                                                                                                                                      2.5%
                                                                                                                                                                                                                                               FSL 2.70


                                                                                                                                                                         DISABLED ACCESS                                                                                                  FSL 2.65
0.0
 00




                                                                                                                                                                              1.20m

                                                                                                                                                                                                                                                                                                                                                                                 FSL 2.62
                                                                                                                                                                                                                                                                                                                                                                              SCOOTER
                                                                                                                                                                                                                                                                                                                                                                              PARK 02

                                                                                                                                                                                                                                                                                                                        FSL 2.58   FSL 2.55
                                                                                                                                                                                                                                                                                                                                                                 SCOOTER
                                                                                                                                                                                                       5                                                                                                                                                         PARK 01

                                                                                                                                                                                                    RP91777
                                                                                                                                                                                                     418m²


                                                                                                                                                                                                                                           PROPOSED SHOP




                                                                                                                                                                                                                                                                                                                                     VARIES
                                                                                                                                                                                                                                           FFL 2.70




                                                                                                                                                                                                                                                                                                                        FSL 2.67
                                                                                                                                                                                                                                                                                                                                   FSL 2.66
                                                                                               W
                                                                                                                                                                                                                                                                                                                        FSL 2.62




                                                                                                                                                                              -

                    0              1.0            2.0          3.0        4.0        5.0m                                             APPROVED PLANS
                                                                                                                                         OPW21/0104
                                                SCALE 1:100 A3
                                                                                                                                  NOOSA COUNCIL 24 JUNE 2021
                                                                                                                                                                              -
 Datum          AHD          Scale        As Shown            Status      For Approval
                                                                                                                                                                                                                                                  ABN: 13 609 593 339 Project       Proposed Commercial Development                Drawing Title       Driveway Layout Plan
 Date           March 2021                                    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     14-05-21 Amendments as per Council IR

                                                                                                       Issue Date Description
                                                                                                                                                                   JAG   CAG

                                                                                                                                                                   By Chkd
                                                                                                                                                                                                                               Email: [email protected] Client     Golden Breed                                   Project No.         2020072 Dwg No. 07       of      16    Issue   A

Page 8

                                                                                                                                                                                                       RP BDY




                                                                                                                                                                                                                                                                                                                                                             VIP RL 2.54
                                                                                                                                                                                                                                                                                                                       VIP RL 2.48




                                                                                                                                                                                                                                                                                                                                                                                                        VIP RL 2.47
                                                                                                                                                                                                                                    VIP RL 1.894
                                                                                                                                                                                                           VIP RL 1.734
                                                                                                                                                                               VIP RL 1.673
                                                                                                       HORIZONTAL CURVE DATA


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

                                                                                                       VERTICAL GEOMETRY GRADE (%)                                         6.8%               2%                          8%                                       5.6%                                                              1%                                            -1%                                                               1%
                                                                                                       VERTICAL GEOMETRY LENGTH (m)                                        0.43               3.01                         2                                       10.56                                                              6                                              7                                                              10.51

                                                                                                       DATUM RL = -2.900

                                                                                                       FINISHED SURFACE LEVEL




                                                                                                                                                                     1.644
                                                                                                                                                                             1.673




                                                                                                                                                                                                       1.734



                                                                                                                                                                                                                           1.858
                                                                                                                                                                                                                                   1.894




                                                                                                                                                                                                                                                           2.147

                                                                                                                                                                                                                                                                    2.195




                                                                                                                                                                                                                                                                                                       2.424

                                                                                                                                                                                                                                                                                                                  2.480




                                                                                                                                                                                                                                                                                                                                          2.520




                                                                                                                                                                                                                                                                                                                                                         2.540




                                                                                                                                                                                                                                                                                                                                                                           2.510




                                                                                                                                                                                                                                                                                                                                                                                                   2.470

                                                                                                                                                                                                                                                                                                                                                                                                                      2.480




                                                                                                                                                                                                                                                                                                                                                                                                                                                        2.530




                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.575
                                                                                                       EXISTING SURFACE LEVEL




                                                                                                                                                                     1.644
                                                                                                                                                                             1.673




                                                                                                                                                                                                       1.694



                                                                                                                                                                                                                           1.714
                                                                                                                                                                                                                                   1.726




                                                                                                                                                                                                                                                           1.837

                                                                                                                                                                                                                                                                    1.856




                                                                                                                                                                                                                                                                                                       1.928

                                                                                                                                                                                                                                                                                                                  1.939




                                                                                                                                                                                                                                                                                                                                          1.984




                                                                                                                                                                                                                                                                                                                                                         2.006




                                                                                                                                                                                                                                                                                                                                                                           2.032




                                                                                                                                                                                                                                                                                                                                                                                                   2.062

                                                                                                                                                                                                                                                                                                                                                                                                                      2.071




                                                                                                                                                                                                                                                                                                                                                                                                                                                        2.282
                                                                                                       CUT / FILL DEPTH




                                                                                                                                                                     0.000
                                                                                                                                                                             0.000




                                                                                                                                                                                                       0.040



                                                                                                                                                                                                                           0.144
                                                                                                                                                                                                                                   0.167




                                                                                                                                                                                                                                                           0.309

                                                                                                                                                                                                                                                                    0.339




                                                                                                                                                                                                                                                                                                       0.496

                                                                                                                                                                                                                                                                                                                  0.541




                                                                                                                                                                                                                                                                                                                                          0.536




                                                                                                                                                                                                                                                                                                                                                         0.534




                                                                                                                                                                                                                                                                                                                                                                           0.478




                                                                                                                                                                                                                                                                                                                                                                                                   0.408

                                                                                                                                                                                                                                                                                                                                                                                                                      0.409




                                                                                                                                                                                                                                                                                                                                                                                                                                                        0.248
                                                                                                                                                                                                                                                                    10.873




                                                                                                                                                                                                                                                                                                                                                                                                   28.999




                                                                                                                                                                                                                                                                                                                                                                                                                                                                39.456
                                                                                                       CONTROL LINE CHAINAGE




                                                                                                                                                                             0.433




                                                                                                                                                                                                       3.442




                                                                                                                                                                                                                                   5.442




                                                                                                                                                                                                                                                           10




                                                                                                                                                                                                                                                                                                       15

                                                                                                                                                                                                                                                                                                                  16




                                                                                                                                                                                                                                                                                                                                          20




                                                                                                                                                                                                                                                                                                                                                         22




                                                                                                                                                                                                                                                                                                                                                                           25




                                                                                                                                                                                                                                                                                                                                                                                                                      30




                                                                                                                                                                                                                                                                                                                                                                                                                                                        35
                                                                                                                                                                     0




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

                                                                                                   LONGITUDINAL SECTION




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




                                                                                                                                                                                                                                                                             2.660
                                                                                                                                                                                                                                                                             2.660
                                                                                                                                                                                                                                                                             2.510




                                                                                                                                                                                                                                                                                                       2.546




                                                                                                                                                                                                                                                                                                                                                                                         2.725
                                                                                                                                                                                                                                                                                                                                                                                         2.725
                                                                                                                                                                                                                                                                                                                                                                                         2.575




                                                                                                                                                                                                                                                                                                                                                                                                                                    2.623
                                                                                                                                                                                                                               DESIGN                                                                                                             DESIGN
                                                                                                         2.140
                                                                                                                  2.147




                                                                                                                                  2.290


                                                                                                                                             2.320


                                                                                                                                                      2.332




                                                              DESIGN




                                                                                                                                                                                                                                                                             2.030
                                                                                                                                                                                                                                                                             2.031
                                                                                                                                                                                                                                                                             2.032




                                                                                                                                                                                                                                                                                                       2.016




                                                                                                                                                                                                                                                                                                                                                                                                                                    2.360
                                                                                                                                                                                                                               SURVEY                                                                                                             SURVEY
                                                                                                         1.829
                                                                                                                  1.837




                                                                                                                                  1.863


                                                                                                                                             1.874


                                                                                                                                                      1.934




                                                              SURVEY




                                                                                                                                                                                                                                                                             -0.150
                                                                                                                                                                                                                                                                             -0.040




                                                                                                                                                                                                                                                                                                                                                                                         -0.150
                                                                                                                                                                                                                                                                                                                                                                                         -0.040
                                                                                                                                                                                                                                                                             0.000




                                                                                                                                                                                                                                                                                                       3.556




                                                                                                                                                                                                                                                                                                                                                                                         0.000




                                                                                                                                                                                                                                                                                                                                                                                                                                    4.879
                                                                                                                                                                                                                               OFFSET                                                                                                             OFFSET
                                                                                                         -0.653
                                                                                                                  0.000




                                                                                                                                  2.076


                                                                                                                                             3.276


                                                                                                                                                      4.476




                                                              OFFSET
                                                                                                                                                                                                                                                                             CHAINAGE 25                                                                                                 CHAINAGE 39.456
                                                                                                                  CHAINAGE 10
                                                                                                                                                                                                                               Centreline Data                                                           2.5%
                                                                                                                                                                                                                               X = 1017.456                                              8.84%                                                    Centreline Data
                                                              Centreline Data                                                                                                                                                  Y = 4999.800                                                                                                       X = 1032.456
                                                              X = 1003.061                                                                                                                                                     Z = 2.520                                                                                                          Y = 4999.799                                                                1%
                                                              Y = 4997.205                                                                2.5%                1%                                                                                                                                                                                  Z = 2.530
                                                                                                        -1%               3.96%
                                                              Z = 1.858                                                                                                                                                        DATUM RL 1.000
                                                              DATUM RL 1.000                                                                                                                                                                                                                                                                      DATUM RL 1.500


                                                                                                                                                                                                                                                                                      2.670
                                                                                                                                                                                                                                                                                      2.670
                                                                                                                                                                                                                                                                                      2.520

                                                                                                                                                                                                                                                                                               2.670


                                                                                                                                                                                                                                                                                                               2.700
                                                                                                                                                                                                                               DESIGN




                                                                                                                                                                                                                                                                                                                                                                                         2.680
                                                                                                                                                                                                                                                                                                                                                                                         2.680
                                                                                                                                                                                                                                                                                                                                                                                         2.530




                                                                                                                                                                                                                                                                                                                                                                                                                                            2.597
                                                                                                                                                                                                                                                                                                                                                  DESIGN
                                                                                              1.843



                                                                                                                  1.858




                                                                                                                                  1.940


                                                                                                                                             1.970




                                                                                                                                                                             2.005




                                                              DESIGN
                                                                                                                                                                                                                                                                                      1.983
                                                                                                                                                                                                                                                                                      1.984
                                                                                                                                                                                                                                                                                      1.984

                                                                                                                                                                                                                                                                                               1.997


                                                                                                                                                                                                                                                                                                               2.001
                                                                                                                                                                                                                               SURVEY




                                                                                                                                                                                                                                                                                                                                                                                         2.277
                                                                                                                                                                                                                                                                                                                                                                                         2.281
                                                                                                                                                                                                                                                                                                                                                                                         2.282




                                                                                                                                                                                                                                                                                                                                                                                                                                            2.219
                                                                                                                                                                                                                                                                                                                                                  SURVEY
                                                                                              1.707



                                                                                                                  1.714




                                                                                                                                  1.770


                                                                                                                                             1.805




                                                                                                                                                                             1.903




                                                              SURVEY
                                                                                                                                                                                                                                                                                      -0.150
                                                                                                                                                                                                                                                                                      -0.040
                                                                                                                                                                                                                                                                                      0.000

                                                                                                                                                                                                                                                                                               1.696


                                                                                                                                                                                                                                                                                                               2.896
                                                                                                                                                                                                                               OFFSET




                                                                                                                                                                                                                                                                                                                                                                                         -0.150
                                                                                                                                                                                                                                                                                                                                                                                         -0.040
                                                                                                                                                                                                                                                                                                                                                                                         0.000




                                                                                                                                                                                                                                                                                                                                                                                                                                            6.726
                                                                                                                                                                                                                                                                                                                                                  OFFSET
                                                                                              -1.530



                                                                                                                  0.000




                                                                                                                                  2.076


                                                                                                                                             3.276




                                                                                                                                                                             6.709




                                                              OFFSET
                                                                                                                                                                                                                                                                                 CHAINAGE 20
                                                                                                                          CHAINAGE 5                                                                                                                                                                                                                                                              CHAINAGE 35
                                                              Centreline Data                                                                                                                                                  Centreline Data                                                                                                    Centreline Data
                                                              X = 1001.754                                                                                                                                                     X = 1012.456                                              6.79%           2.5%                                     X = 1027.456
                                                              Y = 4996.561                                                                                                                                                     Y = 4999.800                                                                                                       Y = 4999.799                                                  1%
                                                                                                                          4.66%           2.5%            1%
                                                              Z = 1.742                                                                                                                                                        Z = 2.424                                                                                                          Z = 2.480
                                                              DATUM RL 1.000                                                                                                                                                   DATUM RL 1.000                                                                                                     DATUM RL 1.500
                                                                                                                  1.742




                                                                                                                                  1.838


                                                                                                                                             1.868




                                                                                                                                                                   1.895




                                                                                                                                                                                                                                                                                      2.574
                                                                                                                                                                                                                                                                                      2.574
                                                                                                                                                                                                                                                                                      2.424

                                                                                                                                                                                                                                                                                               2.540


                                                                                                                                                                                                                                                                                                               2.570




                                                                                                                                                                                                                                                                                                                                                                                         2.630
                                                                                                                                                                                                                                                                                                                                                                                         2.630
                                                                                                                                                                                                                                                                                                                                                                                         2.480




                                                                                                                                                                                                                                                                                                                                                                                                                                   2.528
                                                              DESIGN                                                                                                                                                           DESIGN                                                                                                             DESIGN
                                                                                                                  1.694




                                                                                                                                  1.750


                                                                                                                                             1.787




                                                                                                                                                                   1.873




                                                                                                                                                                                                                                                                                      1.927
                                                                                                                                                                                                                                                                                      1.928
                                                                                                                                                                                                                                                                                      1.928

                                                                                                                                                                                                                                                                                               1.938


                                                                                                                                                                                                                                                                                                               1.941




                                                                                                                                                                                                                                                                                                                                                                                         2.071
                                                                                                                                                                                                                                                                                                                                                                                         2.071
                                                                                                                                                                                                                                                                                                                                                                                         2.071




                                                                                                                                                                                                                                                                                                                                                                                                                                   2.128
                                                              SURVEY                                                                                                                                                           SURVEY                                                                                                             SURVEY
                                                                                                                                                                                                                                                                                      -0.150
                                                                                                                                                                                                                                                                                      -0.040




                                                                                                                                                                                                                                                                                                                                                                                         -0.150
                                                                                                                                                                                                                                                                                                                                                                                         -0.040
                                                                                                                  0.000




                                                                                                                                  2.076


                                                                                                                                             3.276




                                                                                                                                                                   5.991




                                                                                                                                                                                                                                                                                      0.000

                                                                                                                                                                                                                                                                                               1.697


                                                                                                                                                                                                                                                                                                               2.897




                                                                                                                                                                                                                                                                                                                                                                                         0.000




                                                                                                                                                                                                                                                                                                                                                                                                                                   4.756
                                                              OFFSET                                                                                                                                                           OFFSET                                                                                                             OFFSET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      -
                                                                                                                          CHAINAGE 3.543                                                                                                                                         CHAINAGE 15                                                                                               CHAINAGE 30                                                                              APPROVED PLANS
                    0               2              4           6             8      10m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       OPW21/0104
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                NOOSA COUNCIL 24 JUNE 2021
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      -
                                                  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            March 2021                                    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    14-05-21 Amendments as per Council IR

                                                                                                                  Issue Date Description
                                                                                                                                                                                                 JAG

                                                                                                                                                                                                 By Chkd
                                                                                                                                                                                                         CAG
                                                                                                                                                                                                                                                                                           Email: [email protected] Client                                          Golden Breed                                                                        Project No.     2020072 Dwg No. 08     of   16   Issue   A

Page 9

                                                                                                                                                                                                                                                                                                                  LEGEND




                                                                                                                                                                                                                 PAVEMENT
                                                                                                                                                                                                 0.60m (MIN)


                                                                                                                                                                                                                   150mm
                                                                                          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%                1%                                                           1%




                                                                                                                                                                                                                                                                                                          A
                                                                                                                                                                      VARIES




                                                                                                                                                                                                                     VARIES




                                                                                                                                                                                                                                                                       VARIES
                                                                                                                                                                                                                                                                                                      1
                                                                                                                                                                                                                                                                                                      2




                                                                                                                                                                                                                                                                                                                                                                   1.0%
                                                                                                                                                                  1




                                                                                                                                                                      2.5%




                                                                                                                                                                                                                     2.5%
                                                                                                                                                                  1

                                                                                                                                                                                                                                                                                      2
                                                                                                                                                                                                                                                                                      1

                                                                                                                                                                                                                                                                                1
                                                                                                                                                                                                                                                                                3
                                                                                                                                                                                                                                                                                                                                                            SCOOTER
                                                                                                                                                                                                                                                                                                                                                            PARK 02
                                                                                                                                                                                                               PROPOSED SHOP
                                                                                                                                                                                                               FFL 2.24                                                                                                                        SCOOTER
                                                                                                                                                                                  5                                                                                                                                                            PARK 01

                                                                                                                                                                               RP91777
                                                                                                                                                                                418m²




                                                                                                                                                                                                                                                                                                          A
                                                                                                                                                                                                                                                                                                          -


                                                                                                                                                                                                                                                                                                              VARIES
                                                                                          W




                                                                                                                                          -

                    0              1.0            2.0          3.0       4.0    5.0m
                                                                                                    APPROVED PLANS
                                                                                                       OPW21/0104
                                                SCALE 1:100 A3                                    NOOSA COUNCIL 24 JUNE
                                                                                                          2021
Datum           AHD          Scale        As Shown            Status     For Approval                                                     -
                                                                                                                                                                                                                    ABN: 13 609 593 339 Project                        Proposed Commercial Development             Drawing Title       Stormwater and Details Plan
Date            March 2021                                    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   14-05-21 Amendments as per Council IR

                                                                                                    Issue Date Description
                                                                                                                                                      JAG   CAG

                                                                                                                                                      By Chkd
                                                                                                                                                                                                 Email: [email protected] Client                      Golden Breed                                Project No.         2020072 Dwg No. 09     of   16     Issue   A

Page 10

                                                                                                                                                                                                                                                                  LEGEND




                                                                                                                                                                                                                                                                        D         D




                                                                                                                                                                                                                                                                                  W




                                                                                                                                                                                                                                                                                                             SCOOTER
                                                                                                                                                                                                                                                                                                             PARK 02

                                                                                                                                                                                                                                                                                              SCOOTER
                                                                                                                                                                    5                                                                                                                         PARK 01

                                                                                                                                                                 RP91777
                                                                                                                                                                  418m²




                                                                                          W




                                                                                                                                                                                                                    -
                                                                                                                                                                                             APPROVED PLANS
                                                                                                                                                                                                OPW21/0104
                    0              1.0            2.0          3.0       4.0    5.0m
                                                                                                                                                                                         NOOSA COUNCIL 25 JUNE 2021
                                                                                                                                                                                                                    -
                                                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            March 2021                                    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   14-05-21 Amendments as per Council IR

                                                                                                Issue Date Description
                                                                                                                                             JAG   CAG

                                                                                                                                             By Chkd
                                                                                                                                                                           Email: [email protected] Client     Golden Breed                      Project No.         2020072 Dwg No. 10       of   16   Issue   A

Page 11

                                                                                    4.89                                                                                                                                                                                                  -
                                                                                                                                                                                                                                                                     APPROVED PLANS
                                                                                                                                                                                                                                                                        OPW21/0104
                                                                                                                                                                                                                                                                 NOOSA COUNCIL 25 JUNE 2021
                                                                                                                                                                                                                                                                                          -




                                                                      0.90          3.00

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




                                                                                                                                                                                                                                                                                                     SCOOTER
                                                                                                                                                                                                                                                                                                     PARK 02

                                                                                                                                                                                                                                                                                        SCOOTER
                                                                                                                                                                                                                                                                                        PARK 01




                                                                                              W




                    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   Turning Movements Plan
Date            March 2021                                     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     14-05-21 Amendments as per Council IR

                                                                                                     Issue Date Description
                                                                                                                                                     JAG   CAG

                                                                                                                                                     By Chkd
                                                                                                                                                                         Email: [email protected] Client     Golden Breed                      Project No.     2020072 Dwg No. 11     of   16   Issue   A

Page 12

                                                                                                                                                                                                                                                                                                LEGEND
                                                                                                                           -
                                                                                            APPROVED PLANS
                                                                                               OPW21/0104
                                                                                        NOOSA COUNCIL 24 JUNE 2021
                                                                                                                                                                                                                                                                                                    D        D
                                                                                                                           -



                                                                                                                                                                                                                                                                                                    X            X




                                         X               X         X         X          X         X         X             X             X              X     X         X           X     X       X   X       X        X        X       X        X       X       X    X       X   X   X   X      X       X            X       X    X     X        X   X         X
                                           X
                                                  X
                                                         X




                                                                                                                                                                                                                                                                                                                                                     SCOOTER
                                                                                                                                                                                                                                                                                                                                                     PARK 02

                                                                                                                                                                                                                                                                                                                                      SCOOTER
                                                                         X




                                                                                                                                                                                          5                                                                                                                                           PARK 01

                                                                                                                                                                                       RP91777
                                                                              X




                                                                                                                                                                                        418m²
                                                                                   X




                                                                                                                                                                                                                          PROPOSED SHOP
                                                                                                                                                                                                                          FFL 2.70
                                                                                       X
                                                                                              X
                                                                                                  X




                                                                                                  W
                                                                                                      X




                                                                                                                                                   X
                                                                                                           X




                                                                                                                     X              X




                          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   Preliminary Erosion and Sediment
Date            March 2021                                    Drawn      JAG       Checked    CAG                                                                                                                                    PO Box 5028                                                                            Control Plan
                                                                                                                                                                           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   14-05-21 Amendments as per Council IR

                                                                                                      Issue Date Description
                                                                                                                                                           JAG   CAG

                                                                                                                                                           By Chkd
                                                                                                                                                                                                         Email: [email protected] Client     Golden Breed                                  Project No.     2020072 Dwg No. 12       of   16       Issue   A

Page 13

                                                                                                                                                                                                                                                                                   -
                                                                                                                                                                                                                                                             APPROVED PLANS
                                                                                                                                                                                                                                                                OPW21/0104
                                                                                                                                                                                                                                                         NOOSA COUNCIL 24 JUNE 2021
                                                                                                                                                                                                                                                                                   -



Datum           AHD          Scale        As Shown            Status     For Approval
                                                                                                                                                                                    ABN: 13 609 593 339 Project       Proposed Commercial Development   Drawing Title   Erosion & Sediment Control Details Plan
Date            March 2021                                    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   14-05-21 Amendments as per Council IR

                                                                                                Issue Date Description
                                                                                                                                             JAG   CAG

                                                                                                                                             By Chkd
                                                                                                                                                                 Email: [email protected] Client     Golden Breed                      Project No.     2020072 Dwg No. 13       of   16   Issue   A

Page 14

                                                                                                                                                                                                                                     -
                                                                                                                                                                                                                 APPROVED PLANS
                                                                                                                                                                                                                    OPW21/0104
                                                                                                                                                                                                             NOOSA COUNCIL 25 JUNE 2021
                                                                                                                                                                                                                                     -




                               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)




                                                                                                                                                                                                                                                                                                                        39.456
                                                                                                                                                                                                     10.87




                                                                                                                                                                                                                      15




                                                                                                                                                                                                                                          20




                                                                                                                                                                                                                                                       25




                                                                                                                                                                                                                                                                  30




                                                                                                                                                                                                                                                                                               35
                                                                                                                                                                                                       3
                                                                                                                                                                                                10
                                                                                                                                                                             5
                                                                                                                                                                 0.0
                                                                                                                                                                  00




                                                                                                                                                                                                                                                                                                              SCOOTER
                                                                                                                                                                                                                                                                                                              PARK 02

                                                                                                                                                                                                                                                                                                    SCOOTER
                                                                       MESH COVER                                                                                                                                                                                                                   PARK 01




                                                              DOWEL BAR SCHEDULE                                                                                                        W

                                                                                                                             LEGEND




                                                                                                                                                                                                                 PRELIMINARY JOINTING LAYOUT
                                                                                                                                                                                                                                         SCALE 1:200




Datum           AHD          Scale        As Shown            Status     For Approval
                                                                                                                                                                                              ABN: 13 609 593 339 Project       Proposed Commercial Development                Drawing Title        Pavement & Jointing Details Plan
Date            March 2021                                    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   14-05-21 Amendments as per Council IR

                                                                                                Issue Date Description
                                                                                                                                             JAG   CAG

                                                                                                                                             By Chkd
                                                                                                                                                                           Email: [email protected] Client     Golden Breed                                   Project No.          2020072 Dwg No. 14           of   16   Issue   A

Page 15

                                                                                                                                                                                                                                                            LEGEND
                                                                 -
                         APPROVED PLANS
                            OPW21/0104
                     NOOSA COUNCIL 24 JUNE 2021
                                                                 -
                                                                                                                                                                                                                                                                  D         D




                                                                                                                                                                                                                                                                            W




                                                                                                                                                                                                                                                                                                                   SCOOTER
                                                                                                                                                                                                                                                                                                                   PARK 02

                                                                                                                                                                                                                                                                                                 SCOOTER
                                                                                                                                                                                        5                                                                                                        PARK 01


                                                                                                                                                                                     RP91777
                                                                                                                                                                                      418m²
                                                                                                                                                                                                                                 PROPOSED SHOP
                                                                                                                                                                                                                                 FFL 2.70




                                                                                                                                                         W




                                                                                                                                                                                                                                                                            0       1.25   2.5        3.75   5.0         6.25m


                                                                                                                                                                                                                                                                                           SCALE 1:125 A3



Datum           AHD          Scale        As Shown            Status     For Approval
                                                                                                                                                                                        ABN: 13 609 593 339 Project       Proposed Commercial Development   Drawing Title       Sewer & Water Connection Plan
Date            March 2021                                    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   14-05-21 Amendments as per Council IR

                                                                                                Issue Date Description
                                                                                                                                             JAG   CAG

                                                                                                                                             By Chkd
                                                                                                                                                                     Email: [email protected] Client     Golden Breed                      Project No.         2020072 Dwg No. 20                  of   16      Issue   A

Page 16

                          WATER RETICULATION NOTES                                                                                                               SEWER RETICULATION NOTES



                                   ·
                                   ·
                                   ·
                                   ·




                                                                                                                                                                                                                                                                                          -
                                                                                                                                                                                                                                                                        APPROVED PLANS
                                                                                                                                                                                                                                                                           OPW21/0104
                                                                                                                                                                                                                                                                    NOOSA COUNCIL 24 JUNE 2021
                                                                                                                                                                                                                                                                                          -




Datum           AHD          Scale        As Shown            Status     For Approval
                                                                                                                                                                                          ABN: 13 609 593 339 Project       Proposed Commercial Development   Drawing Title   Sewer & Water Note Plan
Date            March 2021                                    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   14-05-21 Amendments as per Council IR

                                                                                                Issue Date Description
                                                                                                                                             JAG   CAG

                                                                                                                                             By Chkd
                                                                                                                                                                       Email: [email protected] Client     Golden Breed                      Project No.     2020072 Dwg No. 21    of   16   Issue   A

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