25430_Opw [D]

                                                                                                                                                              Paling - refer to notes
                                                                                                                                                              Post - refer to notes


                                                                                                                                             CAR PARK SIDE
                                                                                                                                                              Rail - refer to notes
                                                                                                              ROAD SIDE
                                                                                                                                                                                                Fence Type 2 Notes:
                                                                                                                                                                                                1. Palings to be ACQ pressure treated pine 100 X 25mm to AS1604
                                                                                                                                                                                                Hazard 3. Fix palings with 2 (No.) 50mm x 2.5mm screw shank or




                                                                                                                       100
                                                                                                                                                                                                ring shank HDG nails to each rail.




                                                                                                                              50
                                                                                                                                                 G.L.
     eq.




                                                                                                                                                                                                2. Paling locations are to be fixed to rails and sleepers as above.
                                                                                                                                                              Footings - Round top of           Overlap of palings to be 30mm. Bottom of palings to overlap
                                                                                                                                                              footings to shed water.           sleeper by 50mm.
                                                                                                                                                              - Refer to Engineer's drawings.   3. Posts to be ACQ treated HWD to AS1604, Hazard 5, refer




                                                                                                1800
                                                                                                                                                                                                Specification. All post to have no heart (50mm from centre of pith).
                                                                                                                                                                                                Aris all edges. All posts to be 100 x 100mm, evenly spaced with a
                                                                                                                                                                                                maximum spacing of 2400mm.
                                                                                                                                                                                                Corner posts and end posts to have footings to a depth of
     eq.




                                                                                                                                                                                                1200mm.
                                                                                                                                                                                                4. Rails to be ACQ treated Pine to AS 1604, Hazard 3 100 x 50mm
                                                                                                                                                              Capping - 100x25mm                as per spec. Butt join rails as shown on alternative posts where
                                                                                                                                                                                                possible. Screw rails to posts with 1(No.) Type 17 100mm Bugle
                                                                                                                                                              Post




                                                                                         100
                                                                                                                                                                                                Head Batten Screws. Aris all edges.




                                                                                                                        25
    G.L.
                                                                                                                                                                                                5. Capping to be ACQ pressure treated pine to AS1604, Hazard 3




                                                                                                                             100
                                                                                                                                                              Rail
                                                                                                                                                                                                100 x 25mm. Screw capping to rail with 1(No.) Type 17 Bugle Head
                                                                                                                                                              Paling                            Batten Screws @ 600 cts. Arris all edges.
                                                                                                                                                                                                6. Fittings are to be hot dipped galvanised for all screws and
                                                                                                                                                                                                fittings. Coat with a film of grease or a bitumestic product before




                                                                                         1000
                                                                                                                                                                                                use.
                                                                                                                                                                                                7. All surfaces to be painted along internal & top facing surfaces.
                                                  10mm dia. Gravel                                                                                                                              Prior to installation paint specified in Materials and Finishes


                                                                               nom.100
                                                                                                                                                                                                Schedule.

                                                                                                         ROAD SIDE
             350dia.
                                        max.2400 centres                                                                                                      Paling

                                                                                                                                                              Rail
                                                                                                                                                              Capping rail over
                        09 FENCE TYPE 1                                                                                                                       Post
                       CD-301 1:20@A1, 1:40@A3                                                         CAR PARK SIDE
                              1.8m high timber paling fence
                                                                                                                                   Butt join rails as shown




                                                                                                                                                                                                Revision         Date                   Amendment                      Drawn   Checked
                                                                                                                                                                     APPROVAL ONLY
CONSTRUCTION DETAILS                                                                                                                                             NOT FOR CONSTRUCTION
                                                                                                                                                                                                    A
                                                                                                                                                                                                    B
                                                                                                                                                                                                              17.11.2025
                                                                                                                                                                                                              04.03.2026
                                                                                                                                                                                                                                      For Approval
                                                                                                                                                                                                                                      For Approval
                                                                                                                                                                                                                                                                         LS
                                                                                                                                                                                                                                                                         LS
                                                                                                                                                                                                                                                                                 CS
                                                                                                                                                                                                                                                                                 CS

CD-301                                                        scale as noted

RESIDENTIAL SUBDIVISION - 12 GYMPIE STREET, TEWANTIN
JOB NUMBER: 25430               CLIENT NAME: MAJP INVESTMENTS