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Approved Plans & Document OPW21-0272

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Plans and drawings

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                                                                                                                                                                                                                                                                                                                                                                                                                         AMENDMENTS

                                                                                                                                                                                                                                                                                                                                                       Adjacent surface. Refer to                                        Rev       Date           Description                                      By
                                                                                                                                                                                                                                                                                                                                                       landscape plans for treatment.                                    A         14.10.21 Operational Works                                      CI
                                                                        Adjacent surface. Refer to landscape plans for treatment.                                                                                                                                                                                                                      Adjoining turf sod to be 10mm                                     B         12.11.21 OPW                                                    CI
                                                                        Adjoining turf sod to be 10mm below slab level. adjoining                                         Note:                                                             75mm thick 20mpa concrete slab with F52 mesh                                                               below top of edge. Adjoining                                      C         22.11.21 OPW                                                    CI
                                                                        mulch to be 20mm below slab level.                                                                Refer to landscape plans for paving                               reinforcing.                                                                                               mulch to be 20mm below top of                                     E         24.11.21 OPW                                                    CI
                                                                                                                                                                          layout and finishes.                                                                                                                                                         edge.
                                                                                                                                                                                                                                            Tile by architect.                                                                                                                                                           F         06.12.21 OPW                                                    CI
                                                                     Concrete slab thickness, reinforcing and joints as per
                                                                     structural engineer's specification. Refer to finishes schedule                                                                                                                                                                                                                    Continues extruded concrete
                                                                     for details.                                                                                                                                                                                                                                                                       garden edge as specified.
                                                                     Compacted sub-grade 95% modified.                                                                                                                                      Abutting joint with a non-shrink grout
                                                                                                                                                                                                                                            (colour to match pavers).                                                                                  Compacted sub-grade to 95%
                                                                     Existing sub-grade                                                                                                                                                                                                                                                                density.


                                                                                                                                                                                                                                            Nominal 30mm mortar layer                                                                                  Existing sub-grade
                                                                                                                                                                                                                                                                                                                                                       Note:
                                                                                                                                                                                                                                                                                                                                                       - Place construction joints at
                                                                                                                                                                                                                                                                                                                                                       minimum 5m centre's.




                                                                                                                                                    100
                                                                                                                                                                                                                                                                                                                                                       - Space tool joints evenly. Place
                                                                                                                                                                                                                                            Compacted sub-grade 90% modified.                                                                          joint at points of change in
                                                                                                                                                                                                                                                                                                                                                       curvature and direction. Joints to
                                                                                                                                                                                                                                                                                                                                                       be at right angles to direction of
                                                                                                                                                                                                                                            Existing sub-grade
                                                                                                                                                                                                                                                                                                                                                       edge.


                                           100                 WIDTH VARIES. REFER TO LANDSCAPE PLANS                                       100




                     01                Concrete Pavement                                                                                                                          02           Slab Tile Finish (T1)                                                                           03            Concrete Edge (CE)
                    810                1:10 @ A1                                                                                                                                  810           1:10 @ A1                                                                                      810           1:10 @ A1



                                                                                                                                                                                                                           25x185mm timber facing board.

                                                                                                                                                                                                                           150x75mm HWD joists @ 600mm ctrs.
                                                                                        25x185mm timber facing board.
                                                                                                                                                                                                                                                                                                                                             NOTES:
                                                                                                                                                                                                                                                                                           Boulders as specified.                            Place boulders so that the widest
                                                                                         Spotted gum composite timber decking. Refer to                                                                                                                                                                                                      plane is laying horizontal. Place
                                                                                         Architects Specifications                                                                                                                                                                                                                           largest rocks to bottom of wall.

                                                                                                                                                                                                                                                                                           Surface treatment as                              Maximum slope of boulder bank to
                                                                                                                                                                                                                                                                                           specified. Refer to Landscape                     be no less than 1:1 or 45°.
                                                                                                                                                                                                                                                                                           Plans.


                                                                                                                                                                                                                                                                                                                                                         45 °




                                                                                                                                                                                                                                                                                                                                                                              MAX. HEIGHT 900mm
                                                                                                                                                                                                                                                                                           Free draining granular
                                                                                                                                                                                                                                                                                           backfill with geo-textile filter
                                                                                                                                                                                                                                                                                           fabric placed around
                                                                                                                                                                                                                                                                                           aggregate as shown.
                                                                                                                                                                                                                                                                                                                                     100

                                                                                                                                                                                                                                                                                           Existing Sub-grade.

                                                                                                                                                                                                                                                                                           Base boulder to be minimum                                                 F.G.L
                                                                                                                                                                                                                                                                                           800x800x400mm.




                                                                                                                                                                                                                                                                                                                                                                                       200
                                                                                                                                                                                                                                                                                           100mm perforated or flexible
                                                                                                                                                                                                                                                                                           PVC Ag line.


                                                                                                                                                                                                                                                                                           Compacted Sub-grade to
                                                                                                                                                                                                                                                                                           95% density.


                    150x75mm HWD pole plate fixed via
                    HDG M12 anchors to footing @
                                                                                                           Path as indicated on surface treatment                                                                                                                                                05           Boulder Retaing Wall
                                                                                                           plans.
                    450ctrs.                                                                                                                                                                                                                                                                    810           1:20 @ A1
                                                                                                           Oversized gravel as specified.                                                                        150x75mm HWD pole plate.
                    35x185mm timber facing board.
                                                                                                                                                                                                                 35x120mm HWD decking.
                    Concrete footing to engineer's detail.
                                                                                                                                                                                                                 150x75mm HWD joists @ 600mm ctrs.
                                                                                                           Spotted gum composite timber decking.                                                                                                                                                                              20mm Decomposed Granite as specified.
                                                                                                           Refer to Architects Specifications

                                                                                                                                                                                                                                                                                                                              Compact 10mm deep first
                                                                                                                                                                                                                                                                                                                              layer of gravel into road base.




                                                                                                                                                                                                                                                                                           100 MAX
                                                                                                                                                                                                                                                                                                                              Compacted road base. Ensure all
                                                                                                                                                                                                                                                                                                                              required falls away from building
                                                                                                                                                                                                                                                                                                                              are established in final                                                                   This drawing is protected by copyright. Form Landscape Architects Pty Ltd
                                                                                                                                                                                                                                                                                                                              compacted levels before gravel                                                             retains the Copyright and Intellectual Property Rights. All rights reserved.
                                                                                                                                                                                                                                                                                                                                                                                                                         Drawings shall not be used for construction purposes until issued by Form
                                                                                                                                                                                                                                                                                                                              application.                                                                               Landscape Architects Pty Ltd as "FOR CONSTRUCTION". Use figured
                                                                                                                                                                                                                                                                                                                                                                                                                         dimensions only. Do not scale off this drawing. Verify all dimensions on site.
                                                                                                                                                                                                                                                                                                                                                                                                                         Report any discrepancies to the Landscape Architect for decision before
                                                                                                                                                                                                                                                                                                                              Existing sub-grade                                                                         proceeding with any work.




                                                                                                                                                                                                                                                                                                                                                                                                  Not For Construction
                       04              Bridge - Timber Decking                                                                                                                                                                                                                                       06       Decomposed Gravel Pathway (G3)
                      810              1:20 @ A1                                                                                                                                                                                                                                                 810          1:10 @ A1                                                                                                  Form Landscape Architects
                                                                                                                                                                                                                                                                                                                                                                                                                         900 Ann Street                                        [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                         Trinity Lane, via Church Street                       ABN 29 097 234 305
                                                                                                                                                                                                                                                                                                                                                                                                                         PO BOX 393                                            ACN 097 234 305
                                                                                                                                                                                                                                                                                                                                                                                                                         FORTITUDE VALLEY, QLD 4006                            formla.com.au
                                                                                                                                                                                                                                                                                                                                                                                                                         T 07 3216 0606


                                                                                                                                                                                                                                                                                                                                                                                                                         CLIENT
                                                                                                                                                          100mm depth gravel & cobble                                                                                                                                                                                                                                    Deluca
                                                                                                                                                          mix as specified.
                                                                                                                                                                                                                                                                                                                                                                                                                         PROJECT
                                                             Min 1000                          Min 1000
                                                                                                                                                                                                                                                                                                                                                                                                                         Noosa Youngcare
                                                                                                                                                                                                                                                                                                                                                                                                                         32 Viewland Drive
                                                                                                                                                          Cultivated subgrade.                                                                                                                                                                                                                                           Noosa Heads
                                                                 4                                    4
                                                                          1                    1                                                                                                                                                                                                                                                                                                                         DATE                                             PROJECT NORTH
                                                                                                                                                                                                                                                                                                                                                                                                                         Sept '21
                                                                                                                                                          Mulch & topsoil as specified.
                                                                                                                                                                                                                                                                                                                                                                                                                         SCALE
                                                                                                                                                                                                                                                                                                                                                                                                                         As Shown@A1
                                                                                                                                                          Ensure min 1:100 longitudinal
                                                                                                                                                          fall to swale.                                                                                                                                                                                                                                                 0        1         2                             5M


                                                                                                                                                          Existing Sub-grade.
                                                                                                                                                                                                                                                                                                                                               NOOSA COUNCIL                                                             DRAWING TITLE
                                                                                                                                                                                                                                                                                                                                                                                                                         Details
                                                                                                                                                                                                                                                                                                                                               APPROVED PLAN                                                             Hardscape

                                                                                                                                                                                                                                                                                                                                            OPW21/0272 18 JAN 2022
                                                                                                                                                                                                                                                                                                                                                                                                                         DRAWN                         CHECKED BY                         PHASE
                                                                                                                                                                                                                                                                                                                                                                                                                         CI                            RH                                 OPW
                                07            Gravel - Swale (G2)                                                                                                                                                                                                                                                                                                                                                        PROJECT NO.                   DRAWING NO.                        REVISION
                                810           1:20 @ A1                                                                                                                                                                                                                                                                                                                                                                  191206                        810                                     F
Document Set ID: 21872926
Version: 1, Version Date: 31/03/2022
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