001ACB28.001

Ravision Description
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                                                                                                                  AEA    e eer eee a ee ea twee nen eaae     recitications be departed                                         eo                                                                          Crossover to
                                                                                                                  Under no circumstances may the Plan & S
                                                                                                                 from within the written approval of Council                                                                                                                                            | detail
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                                                                                                                                                             18 36
                                                                                                                 PLANS APPROVED                         nol @
               ——_——— ase       RP BOUNDARY                                                                      Date
                                                                                                                                                                                                                                    (1:100)                                               1, Existing footpaths to be saw cut prior to removal
                                                                                                                 Name                                                                                                                                                                     2. Crossings are not designed for commercial vehicles
                                                                                                                                                                                                                                                                                          3. Concrete drivewoy to be 125mm thk. exctuding any
                                                                                                                 Signature: ..........                                                                                                                                                    frished treatments, eg.
                                                                                                                           Delegated Authorising Officer                                                                                                                                  4. Concrete surface tolerance +5.0mnm over 3.0m
                                                                                                                                                                                                                                                                                         5, Concrete N25 in accordance with AS 1379 and AS 3600
                                                                                                                                                                                                                                                                                          6. Reinforcement fabric to AS 1304, ploced central slab
                                                                                                                                                                                                                                                                                             th.
                                                                                                                                                          SL82 Mesh                                                                                                                       7. Exponsion ppints to be 10mm wide wet tooled with
                                                                                                                                1000                      midde                                                                                                                               2nd mesh wire cut dlong joint
                                                                                                                   |_____.                                                                      Wet tooled             125 Thick                                                          & Qne access point permitted for each allotment.
                                                                                                                                                                                                                                                                                         9. For curved driveways, maximum grades apply to inside
                                                                                                                                                                                               contr pint             driveway dad.                                                       edge of curve                                    ,
                                                                                                                      3                                              ied d                                                                                                                 10. Atl services to be located and protected os required
                                                                                                                                           feed                                                                                                                                           prior to work commencing
                                                                                                                                 Tees
                                                                                           Saw ast ond                        4!                                                                                    SL72 mesh
                  LEGEND                                                                                       BARRIER, SEM-NOUNTASLE, MOUNTABLE sand bed                                   wire dong ine                                                                              Eee
                                                                                           back of kerb         KERB & CHANMEL OR INVERT CROSSING.                                               of pint                                                                               SOG srt                                           ZR o
                                                                                                                                                                                                                                                                                                       ULTING        ENGINEERS             S
              --"~ INDICATES EXISTING SURFACE                                                                                                                                                                                                                                                           ral - civil - geotectinical     R  s)
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     9.0077                                                                                                                                                                                                                                                                                                                             S
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                     CONTOUR AND LEVEL TO AHD.                                                                                                                                                                                                                                        ASN 40 095 481 899
                                                                                                            (WTS)
                                                                                                                                                                                                                                                                                       1/11 PROJECT AVE NOOSAVILLE QLD 4566
           re,       EXISTING SURFACE SPOT LEVELS.
                                                                                                                                                                                                                                                                                       Ph (07) 5455 5604              Fax (07) 6455 5696
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           +         NEW SURFACE SPOT LEVELS.
              tal    DENOTES WET TOOLED JOINT TO                                                                                                                                                                                                                                        Project    17 LITTLE COVE RD
                                                                                                                                                                                                                                                                                   [eae ance                | one 9
                                                                                                                                                                                                                                                                                                   NOOSA HEADS
                    TERRACE SLAB, REFER TO DETAIL                                                                                                                                                                                                                                   :