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2020072-Opw

Attached to the e-mail OPW Application for 13 Noosa Dr Noosaville - 360 Civil Consulting (email 1 of 2).

of 16

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




                                                                               SITE OF WORKS




Datum           AHD          Scale        As Shown            Status     For Approval
                                                                                                                                                              ABN: 13 609 593 339 Project       Proposed Commercial Development   Drawing Title   Index & Locality Plan
Date            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.
                                                                                                Issue Date Description   By Chkd
                                                                                                                                           Email: [email protected] Client     Golden Breed                      Project No.     2020072 Dwg No. 01      of   16   Issue   -
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Page 2

                                                                                                                                                                                                                                            LEGEND

                                                                                                                                                                                                                                                    D       D




                                                                                                                                                                                                                                                            W




                                                                                                                                              5
                                                                                                                                           RP91777
                                                                                                                                            418m²




                    0              1.0            2.0          3.0       4.0    5.0m


                                                SCALE 1:100 A3



Datum           AHD          Scale        As Shown            Status     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.
                                                                                                Issue Date Description   By Chkd
                                                                                                                                                     Email: [email protected] Client     Golden Breed                      Project No.     2020072 Dwg No. 02       of   16   Issue   -

Page 3

                                                                                         “ ”




Datum           AHD          Scale        As Shown            Status     For Approval
                                                                                                                                                               ABN: 13 609 593 339 Project       Proposed Commercial Development   Drawing Title   Construction Management 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.
                                                                                                 Issue Date Description   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                           D          D
                                                                                                                                                                                 INSPECTED BY AN RPEQ PRIOR TO POUR.
                                                                                                                                                                                 2.    ALL VERGE AREAS TO TIE BACK INTO EXISTING
                                                                                                                                                                                 3.    ALL LEVELS TO BE CONFIRMED ON SITE                                     W
                                                                                                                                                                                 4.   PRIOR TO INSTALLATION RPEQ TO CONFIRM
                                                                                                                                                                                 INSITU MATERIAL IS ADEQUATE.




                                                                                                                                               3.10
                                                                                                                                                                                                                                                                                         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.
                                                                                                Issue Date Description   By Chkd
                                                                                                                                                      Email: [email protected] Client     Golden Breed                         Project No.         2020072 Dwg No. 04     of   16   Issue   -

Page 5

                                                                                                                                                                                                                                                                                                                      LEGEND



                                                                                                                                                                                                                                                                                                                           D               D




                                                                                                                                                                                                                                                                                                                                     TOP 28.08
                                                                                                                                                                                                                                                                                                                                     TOE 26.93




                                                                                                                                                                                                                                                                                                                                                                                           39.456
                                                                                                                        10.87




                                                                                                                                                                                                  06
                                                                                                                                                                                                       B




                                                                                                                                                                                                                                                                                                                                               06
                                                                                                                                                                                                                                                                                                                                                    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


                                                                                                                                                                                                                          PROPOSED SHOP




                                                                                                                                                                                                                                                                                                                            VARIES
                                                                                                                                                                                                                                                                                                                                                                                           A
                                                                                                                            A                                                                                             FFL 2.70
                                                                                                                            06




                                                                                                                                                                                                                                                                                                           FSL 2.67
                                                                                                                                                                                                                                                                                                                         FSL 2.66
                                                                                               W
                                                                                                                                                                                                                                                                                                           FSL 2.62                                                             FSL 2.69




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

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




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

Page 7

                                                                                                                                                                                                                                                                                                                LEGEND


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




                                                                                                                                                                NOTE: FINAL PAVEMENT DEPTH TO BE
                                                                                                                                                                DETERMINED FOLLOWING SUBGRADE




                                                                                                                                                  *
                                                                                                                                                                                                                                                                                                                           D    D
                                                                                                                                                                TESTS BY GEOTECHNICAL ENGINEER

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

                                                                       Typical Pavement Detail for Concrete Portions
                                                                                                                  NTS




                                                                                                                                                                                                                                                                                                                                                                          39.456
                                                                                                                         10.87




                                                                                                                                                                    15




                                                                                                                                                                                                                       20




                                                                                                                                                                                                                                                                  25




                                                                                                                                                                                                                                                                                                30




                                                                                                                                                                                                                                                                                                                                         35
                                                                                                                           3
                                                                                                                  10

                                                                                                                                                                                                                                                   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


                                                SCALE 1:100 A3



 Datum          AHD          Scale        As Shown              Status     For Approval
                                                                                                                                                                                                                               ABN: 13 609 593 339 Project       Proposed Commercial Development                Drawing Title       Driveway Layout Plan
 Date           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.
                                                                                                       Issue Date Description           By Chkd
                                                                                                                                                                                                            Email: [email protected] Client     Golden Breed                                   Project No.         2020072 Dwg No. 07       of      16    Issue   -

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

                    0               2              4           6             8      10m


                                                  SCALE 1:200 A3



Datum           AHD          Scale        As Shown            Status         For Approval
                                                                                                                                                                                                                                                                                                              ABN: 13 609 593 339 Project                                            Proposed Commercial Development                                                     Drawing Title   Driveway Longitudinal & Cross
Date            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    18-11-20 Amendments as per Council IR

                                                                                                                  Issue Date Description
                                                                                                                                                                                                 JAG

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

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


                                                SCALE 1:100 A3



Datum           AHD          Scale        As Shown            Status     For Approval
                                                                                                                                                                                         ABN: 13 609 593 339 Project                        Proposed Commercial Development                 Drawing Title       Stormwater and Details Plan
Date            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.
                                                                                                    Issue Date Description   By Chkd
                                                                                                                                                                      Email: [email protected] Client                      Golden Breed                                    Project No.         2020072 Dwg No. 09     of   16     Issue   -

Page 10

                                                                                                                                                                                                                                            LEGEND




                                                                                                                                                                                                                                                  D         D




                                                                                                                                                                                                                                                            W




                                                                                                                                                                                                                                                                                       SCOOTER
                                                                                                                                                                                                                                                                                       PARK 02

                                                                                                                                                                                                                                                                        SCOOTER
                                                                                                                                              5                                                                                                                         PARK 01

                                                                                                                                           RP91777
                                                                                                                                            418m²




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

Page 11

                                                                                    4.89




                                                                      0.90          3.00

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




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

Page 12

                                                                                                                                                                                                                                                                                  LEGEND



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

Page 13

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

Page 14

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

Page 15

                                                                                                                                                                                                                                      LEGEND




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

Page 16

                          WATER RETICULATION NOTES                                                                                         SEWER RETICULATION NOTES



                                   ·
                                   ·
                                   ·
                                   ·




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

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