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201343Ow(D) · OPW21/0107

Attached to the e-mail Operational Works Application OPW21/0107 - 7 William St Noosaville - Pivotal Perspective.

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sub-grade                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          REVISION LIST
                                                                                                                                                                                                                                                                                                                          Expansion Joint                                                                                                                                             A                                                                                                                                                                                                                                                                               A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                A                                    ORIGINAL ISSUE          20/11/20
                                                                                                                                                                                                       SECTION C - C




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Compacted sand for                                                           B                                    REVISED                 19/01/21
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Break out concrete
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Saw cut and remove a
                                                                             1450                        1200                                                                                              FOOTPATH NOTES                                                                                                                                                                                                                                                                                                     footpath between dummy                                                                                                                                                                                                                                                                                                                               bedding and backfill.
                                                                      TO BE CONFIRMED ON-SITE                                                                                                                                                                                                                                                                                                                                                                                                                                      joints. Reinstate in
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         300mm section of kerb,                                                      250                                                                                                        C                                    REVISED                 02/02/21
                                                                                                                                                                                                           1. Concrete N25 in accordance with AS 1379 and AS 3600.                             6. Concrete footpaths, adjoining existing driveways are to be                                                                                                                                           Side                                                                                                                                                                                                                                                              place adaptor then
                                                                                                                                                                                                           2. All concrete to be broom finished.                                                 transitioned over a minimum 5.0m length.                                                                                                                                                            Property              accordance with SEQ R-065.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         reinstate kerb using N25                                              SECTION B                                                                                                        D                                    REVISED                 25/03/21
                                                                                                                                                                                                           3. Contraction/expansion joints, 2m MAX spacing.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              concrete.                                                              Not to scale
                                                                                                                                                                                                                                                                                               7. A street opening permit must be obtained from Council, seek
                                                                                                                                                                                                           4. Finished surface tolerance to be maximum +6mm relative                             approval of location and levels prior to excavation.
                                                                                                                                                                                                                                                       -0mm                                    8. All dimensions in millimetres.
                                                                                                                                                                                                             to kerb level and crossfall specified.
                                                                                                SECTION B-B                                                                                                5. Thickness to be increased to 125mm at residential vehicular
                                                                                                                                                                                                             crossings. Reinforce with F72 MIN fabric, 50mm top and edge
                                                                                                                                                                                                             cover. Provide a contraction or expansion joint at both ends
                                                                                                                                                                                                             of thickened section.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               LAYBACK KERB ADAPTOR                                          UPRIGHT KERB ADAPTOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Private                                                                                                Verge                                                                                                   Kerb & Channel                                Street
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Property                                                                                                                                                                                                                                                     Pavement
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TYPICAL FULL HEIGHT KERB ADAPTORS                                                                                                      Computer File
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            201343OW.DWG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Not to scale                                                                                         DRAWING NUMBER                                               SHEET   REV.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              20-1343-F2    2 D

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