Information Response (Partial) - Plans · OPW11/0371

                                                                                                                                                                                                           NOTE: ALL LEVELS SHOWN ARE FINISHED DRIVEWAY/FLOOR LEVELS
                                                                                                                                                                                                           (EXCLUDING NATURAL GROUND LEVELS WHICH ARE EXISTING)
                                                                                                                                                                                                                     NOTES:
                                                                                                                                                                                                                     1. Where concrete footpaths exist, sawcul and grade smoothly
                                                                                                                                                                                                                         to driveway crossover and join with expansion joint
                                                                                  t I in 8 Naz                                      garage level                                                                     2. Crossings are not designed for comeicial vehicles.
                                                 IOOmm is   from top o kerb mus                                                                                                                                      3. Concrete driveway to be 125mm thick excluding any finish treatments
                                                 be achiev d before gr ding to                                                                                                                                        eg. stamped concrete finish.
                                                 garagelca pod below erb level                                                                                                                                       4. Concrete surface tolerances to be+OmmFOmm over 3 metre section
                                                                                                                                                                                                                     5. Concrete N25 in accordance with AS 1379, and AS 3600
                                                                                                                                                                                                                     6. Reinforced fabric to AS 4671, 50 top and edge cover, lap fabric 250mm
                               RL 15.00                                                                                                                                                                              7. Approved materials forconsVUdton:. Concrete or p"ng blocks on


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                                                                                                                                                                                                                         100mm concrete with F72 mesh
                                                                                                                                                                                                                     8. Expansion joints to be 10mm wide, full depth closed cell cross inked
                                                                                                                                                                                                                                                                                                                   BUILOI
                                                                                                                                                                                                                                                                                                                         SUN-CS
                                                       m          as         Its                                                                                                                                         polyethylene foam (85.150 kglm so
                                                                                                                                                                                                                                                                                                                                E
                                                                                                                                                                                                                                                                                                                                    APPROVALS
                                                                                                         r.              o     0                                                                                     9. All reinforcing mesh shag be supported on bar chairs
                               DvtvewayLevt/s                     as                                     r<              r                                                                                           W. Reinforcing mesh to be cut at construction joint                                           06 AU62e p                  0 8 1 0 0 6t
                                                                                                                                                                                                                     11. Galvanised steel dowels,12mmdia, 250mm long and spaced                                           •
                                                                                                                                                                                                                          at 500mm are used when joining to concrete paths to ensure                                     ALANMcMILLAN BSA ND Al4S17
                                                       g                                                                                                                                                                  a lush joint is maintained
                               CAarnage
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                                                                                                                         N     g                                                                                                                                                                               DEVELOPMENT
                                                                                                                                                                                                                                                                                                                  FAO oa m
                                                                                                                                                                                                                                                                                                                           APPROVAL
                                                                                                                                                                                                                      12. One access point to be constructed to each lot as per standard drawing.
                                                                                                                                                                                                                      13. For curved driveways, maximum grades apply to nside edge of curve.              PH:.5443728k        ""rl_ut54U WORKS
                                                                                                                                                                                                                      14. Driveway most be stripped of all vegetation.                                                                     MOB:                    37 573

                                LONGITUDINAL SECTION                                                                                                                                                                  15. Driveway must be proof rolled to provide a minimum of 75kpa bearing capacity.
                                                                                                                                                                                                                      16. All services to be located prior to excavation
                                                                                                                                                                                                                      17, All dimensions are in millhebes,


                               1: 200 scale




                                                                  Foothpath -I
Barrier/semi - mountable
        kerb and channel
                                                                                                                                                                                                                                                                                                                                     BEVERLEY JORGENSEN
                                                                                                                                                                                                                                                                                                                                     BUILDING DESIGN
                                                                                                                                                                                                                                                                                                                                                QBSA Lic. No. 65344
                                                                                                                                                                                                                                                                                                                                                ABN 74 436 122 668
                                                                                                                                                                                                                                                                                                                                         Renshaw Road, Pinbarren 4568
                                                                                                                                                                                                                                                                                                                                               Noosa Hinterland
                            51                                                                                                                                                                                                               9C0                                                                                             Ph/Fax (07) 5485 2333
                                                                              11                                                                                                                                                                                                                                                                COPYRIGHT © 2007
                                                                                                                                                                                                                                                                                                                                           THSDRAWNG REMAINS TIE PROPERTY OF
                                                                                                                                                                                                                                                                                                                                                   BEVERLEY JORGENSEN
                                                                                     Contraction joint                                                                                                                                                                                                                                        AND IS PROVIDED FOR THE USE AS
                                                                                                                                                                                                                                                                                                                                           DESCRIBED BELOW AND MAY NOT BE USED
                                                                                                                                                                                                                                                                                                                                            OR REPRODUCED IN WHOLE OR IN PART
                                                                                   Nonslip Finish
                                                                                                                                                                                                                                                                                                                                                 WITHOUT WRITTEN PERMISSION

                 Contraction joint                                                                                                                                                                                                                                                                                                      All construction methods and materials to comply With:
                                                                                                                                                                                                                                                                                                                                        • The Buedna Act 1975
                                                                                     Contraction joint                                                                                                                                                                                                                                  • The Bu din Code of ALoeaO. 2007
                                                                                                                                                                                                                                                                                                                                        • Queensland Development Code
                                                                                                                                                                                                                                                                                                                                        • Bushing Regulations 2000
                                                                                                                                                                                                                                                                                                                                        • Relevant Aupnlan Standards
                                                                                                                                                                                                                                                                                                                                        • Local Government Planing Scheme


                                                                                                                                                   Barrier, semi - mountable or                                                                                                                                                         Designer is to be consulted prior to any
                                                                                                                                                   Mountable kerb 8 ohannel breakout                                                                                                                                                    deviation from the information supplied
                 Mountable kerb
                                                                                                                                                                                                                                                                                                                                        on these plans.
                     and channel
                                                                                                                                                                               Saw cut and breakcut back
                                                                                                                                                                               of kerb and channel                                                                                                                                      DO NOT SCALE from these drawings.
                                                                                                                                                                                                                                                                                                                                        Figured dimensions take precedence at
                                                                                                                                                                                                                                                                                                                                        all times
                                                                                                          Alternative profle
                                                                                                                                                                                                                                                                                                                                      Proposed Residence for
                                                                                                                                                                                       DRIVEWAY CROSSING PLAN
                                                                                                                                                                                                                                                                                                                                      F. McGrath & K Manner

                    DRIVEWAY CROSSING PLAN                                                                                                                                                                                                              Qev Joprnent Counter                                                          Lot 14 13 Jan Street
                                                                                                                                                                                                                                                                                                                                      Noosa Heads
                                                                                                                                                                                                                                                                                                                                      Drawn:               B.A.J.
                                                                                                                                                                                                                                                                                         DEC 2011                                     Date:                22-02-08
                                                                                                                                                                                                                                                                                                                                      Scale:               As indicated
                                                                                                                                                                                                                                                                               -ewantin                                               Project No: 07-020
                                                                                                                                                                                                                                                                                                                                      Sheet No: 16