Skip to the record
Mmm.. taste the original NoosaWatch™

Original source · versioned page text

Approved Plans OPW25-0057

of 54

Page text read automatically using OCR, there may be inaccuracies

Plans and drawings: the text below has words only, no drawings.

Very large file (20.9 MB): may take a few minutes to open.

Log in to see the plans as drawn

Original PDF page 45, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                                             1      Beveled top as dimensioned
                                                                             90                                            190                                                                                                                                                                                                               2      5mm chamfer to all edges
                                                                                                                                                                                                                                                                                                                                             3      Quality rough sawn HWD 90mm x
                                                                                                                                 50                                                                                                                                                                                                                 190mm x 1500mm H4 dipped, F14




                                                     75
                                                                                                                                        1      1        Beveled top as dimensioned                                                                                               1                            1                                     ACQ treated bollards @ 1500mm
                                                                                                                                               2        5mm chamfer to all edges                                                                                                                                                                    centres. Apply 2x coats of clear
                                                                                                                                               3        Quality rough sawn HWD 90mmx                                                                                             2                                                      2           Tanacoat prior to installation.
                                                                                                                                                        190mmx1500mm H4 dipped, F14                                                                                                                                                          4      400x500mm deep concrete footing to
                                                                                                                                                        ACQ treated bollards @ 1500mm                                                                                                                                                               Engineer's specifications.
                                                                                                                                                        centres. Apply 2x coats of clear                                                                                                                                                     5      Drainage layer nominal 10-20mm




                                                                                                                                                                                                                                  Top of sleeve to be no greater
                                                                                                                                                                                                                                                                                 3                                                      3
                                                                                                                                                        Tanacoat prior to installation.                                                                                                                                                      6      Existing sub-grade




                                                                                                                                                                                                                                    than 100mm above FSL
                                                                                                                                               4        400mmØx500mm deep concrete                                                                                                                                                           7      Kerb side
                                                                                                                                                        footing to Engineer's specifications.                                                                                                                                                8      140x20mm diameter steel rod pin with

                                               900
                                                                                                                                        2
                                                                                                                                                                                                                                                                                                              7                                     padlock hole face




                                                               825
                                                                                                                                               5        Post to continue through footing                                                                                         7
                                                                                                                                                        into gravel drainage layer nominal                                                                                                                                                   9      RHS hot dip galvanised section sleeve
                                                                                                                                        3               10-20mm                                                                                                                                                                                     to fit 90x190mm HWD bollard without
                                                                                                                                               6        Existing sub-grade                                                                                                                                                                          having to cut bollard
                                                                                                                                               7        Kerb side face                                                                                                                                                                       10     300x200x4mm HDG steel base plate
                                                                                                                                                                                                                                                                                                                                                    with 5x20mmØ drainage holes drilled
                                        1500




                                                                                      7                                                                                                                                                                                          8                                                           11     NSC to supply padlock and key
                                                                                                                                                                                                                                                                                 11
                                                                                                       F.S.L.                         F.S.L.                                                                                                                                   F.S.L.                F.S.L.




                                                                                                                                        4
                                                                                                                                                                                                                                                                                 9                                                      9




                                                                                                                                                                                                                                                                                 4                                                      4
                                                                                                                                        5                                                                                                                                        10                                                     10
                                                                                                                                                                                                                                                                                 5                                                      5
                                                                                                                                        6                                                                                                                                        6                                                      6



                                                         Bollard Type X to match specifications noted on Dwg.                                                                                                                      All timber products to have Forest Stewardship
                                                         BL-01 from SCC Open Space Infrastructure Manual                                                                                                                           Council® (FSC®) Chain of Custody certification
                                                         June 2017
                                                         All timber products to have Forest Stewardship
                                                         Council® (FSC®) Chain of Custody certification


                                                             8         BEVELED HARDWOOD BOLLARD - B1 Type 1                                                                                                                9      BEVELED HARDWOOD REMOVABLE BOLLARD - B2 Type 1
                                                            L501       Scale 1:10                                                                                                                                          L501   Scale 1:10




                                                                                Turf as specified to finish flush with
                                                                                  timber edge. Refer to Turf Profile
                                                                                                                Detail.
                                                                                      Planting area to finish flush with
                                                                                                           timber edge



                                                                                    Dressed 25x100mm / 38x100mm
                                                                                                                                                                                                                           Spade cut garden edge
                                                                                      H4 treated (not CCA) hardwood                                                                                                                                                                                75°
                                                                                                                                                                                                                                      to be cut at
                                                                                     edge. 5mm chamfer to all edges                                                                                                            approximately 75°
                                                                                  fixed with 75mm galvanised batten                                                                                                         angle and run 100mm
                                                                                            screws through pilot hole.                                                                                                              deep into soil




                                                                                                                                                                                                                                                                                                                           100
                                                                                Treated Timber Stake min. 600mm
                                                                                                 x 50mm x 50mm
                                                                                                       Existing Subgrade

                                                              All timber products to have Forest Stewardship                                                                                                                      Existing subgrade
                                                              Council® (FSC®) Chain of Custody certification




                                                           10          MOWING EDGE TYPE 2 - TIMBER EDGING                                                                                                                  11     MOWING EDGE TYPE 1 - SPADE CUT
                                                           L501        Scale 1:10                                                                                                                                          L501   Scale 1:10




                                                                                                                                                                                                                                                                                                                                                               -

                                                                                                                                                                                                                                                                                                                                                                     APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                       OPW25/0057
                                                                                                                                                                                                                                                                                                                                                                     NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                       20 AUG 2025

                                                                                                                                                   Approved by: James Oliver (AILA)
        Checked -    JO                              F    03.07.2025   MCU RFI AMENDMENTS                        JO
                                                                                                                                                                                                       Drawing title -                                             Project -                                      Site -                                           Project No. 233467        Sheet No.     L601
        Design - JO            Drawn - JO
                                                     E    17.04.2025   SPECIES CHANGE                            JO
                                                                                                                                                                                                       LANDSCAPE DETAILS                                           Proposed 1 into 3 Development                  62 Lake MacDonald Drive, Cooroy
                                                     D    24/03/2025   UPDATED PROJECT NAME                      AR                                                                                                                                                                                                                                                Digital Ref :                          Issue : F
                                                     C    12.03.2025   FOR APPROVAL                             JO
        Scales -    AS SHOWN                         B    24.09.2024   FOR APPROVAL                             IL                                 124 DUPORTH AVENUE             Ph (07) 5443 7777                                                                Client -                                                                                         This Document is copyright and shall not be copied
                                                                                                                                                   PO BOX 16                      Fax (07) 5443 7577                                                                                                                                                                without written approval, nor shall it be used except
          Document Stage - FOR APPROVAL
                                                     A    31.05.2024   PRELIMINARY - FOR COORDINATION ONLY      JO
                                                                                                                                                   MAROOCHYDORE QLD 4558                                                                                           Noosa Council                                                                                        for the Development and the Site Specified.
                                                     Issue Date                       Description               By                                 E-MAIL: [email protected]

Document Set ID: 23931061
Version: 1, Version Date: 15/07/2025
Log in to download the original file

Approved Plans OPW25-0057.pdf · 20.9 MB (very large file)

The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.