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SUPERSEDED - Approved Plans OPW22-0218

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           DESIGN LINE SETOUT - ACCESS DRIVEWAY                                                                                                                                                                                                                                                                                                                              NOOSA COUNCIL
           POINT CHAINAGE        EASTING      NORTHING               LEVEL                        BEARING                                      RAD/SPIRAL A.LENGTH                           D.ANGLE                                                                                                                                                                         APPROVED PLAN
            IP 1   -4.844        3090.340      7997.750                  1.680                                                                                                                                                                                                                                                                                            OPW22/0218 31 OCT 2022
            TC     38.156        3047.340      7997.750                  2.490

            IP 2   42.868        3041.340      7997.750                  2.537                                                                  R = -6.000         9.425

            CT     47.581        3041.340      7991.750                  2.580
            IP 3   80.745        3041.342      7958.586




                                                                                                                                                                                                                                                                                                                                   HI CH.62.356 RL.2.675
                                                                                                                                                                                                                                                                                                                                   IP CH.62.356 RL.2.675
                                                                                                                                                                                                                                                                      IP CH.46.381 RL.2.572
                                                                                                           IP CH.2.743 RL.2.136




                                                                                                                                                                                                         DESIGN
                                                                                                                                                                                                        SURFACE




                                                                                                                                                                                                                                                                                                                                   LOT 401
                                                                                                                                                                                                                                                                                                                                   LOT 402
                                                                                                                                                                                                                   EXISTING
                                                                                                                                                                                                                   SURFACE
                                                                                                                                                                                                                                                                                              STORMWATER
                                                                                  RP BOUNDARY




                                                                                                                                                                                                                                                                                                 DRAINAGE                                              FUTURE DRIVEWAY EXTENSION




             HORIZ CURVE DATA                                                                                                                                                                                                                           R-6m


             VERTICAL GEOMETRY GRADE                                            6%                                                                                                              1%                                                                                                    0.645%                                                      -0.687%
             VERTICAL GRADE LENGTH                                            7.587m                                                                                                          43.638m                                                                                                 15.975m                                                     18.104m




                 DATUM RL-1.0
                                               CUT                            0                                                                    3                                                           0                                                                                 0                                                                    0
                 VOLUMES
                                               FILL                           0                                                                    1                                                       13                                                                                    11                                                                   2
                                                               1.680


                                                                                   1.971

                                                                                                       2.136




                                                                                                                                                                            2.308




                                                                                                                                                                                                                                         2.508




                                                                                                                                                                                                                                                               2.572




                                                                                                                                                                                                                                                                                                                    2.660
                                                                                                                                                                                                                                                                                                                                   2.675




                                                                                                                                                                                                                                                                                                                                                                                                  2.554
                 DESIGN CONTROL LINE
                 EDGE OF
                                                               1.703


                                                                                   2.023

                                                                                                       2.188




                                                                                                                                                                            2.361




                                                                                                                                                                                                                                         2.561




                                                                                                                                                                                                                                                               2.624




                                                                                                                                                                                                                                                                                                                    2.712




                 CONCRETE RIGHT
                 EDGE OF
                                                               1.658


                                                                                   1.941

                                                                                                       2.151




                                                                                                                                                                            2.391




                                                                                                                                                                                                                                         2.563




                                                                                                                                                                                                                                                               2.626




                                                                                                                                                                                                                                                                                                                    2.712




                 CONCRETE LEFT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0                0.5    1.0        1.5        2.0       2.5m
                                                               -4.844 1.680


                                                                                   1.974

                                                                                                       2.202




                                                                                                                                                                            20.000 2.273




                                                                                                                                                                                                                                         40.000 2.310




                                                                                                                                                                                                                                                               46.381 2.578




                                                                                                                                                                                                                                                                                                                    60.000 2.429
                                                                                                                                                                                                                                                                                                                                   62.356 2.419




                                                                                                                                                                                                                                                                                                                                                                                                  80.000 2.532


                 EXISTING SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SCALE 1:50 A3
                                                                                                                                                                                                                                                                                                                                                                                                  80.745
                                                                                   0.000

                                                                                                       2.743




                 CHAINAGE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0                5.0    10         15         20        25m


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SCALE 1:500 A3


                                                                                                                                                             PLAN DETAILS:                                 PLAN AMENDMENTS:                                                                                                                                                                                                                                                                                                      PLAN TITLE:
                                                                                                                                                                                                          Rev        Date      Comment                                                                          Altered            Checked
                                                                                                                                                             Designed:                            AJD
                                                                                                                                                             Drawn:                               AJD      A        14-04-22   ORIGINAL ISSUE                                                                    AJD                              JP
                            SUNSHINE COAST OFFICE    NORTH LAKES OFFICE                                                                                      Checked:                              JP      B        24-08-22   ISSUE FOR APPROVAL                                                                AJD                          SC
                            Building A, Level 1,     Corporate Suite A, Bld 2                                                                                Datum:                              AHD
                            6 Innovation Parkway,    2 - 4 Flinders Parade,                                                                                  Date:                         MARCH 2022
                            Birtinya 4575, Qld       North Lakes 4509, Qld                                  ISO 9001
                                                                                                                                                MANAGEMENT                                                                                                                                                                                                      This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no part of it may in any form or by
                                                     www.ContourCE.com.au                                                                         SYSTEMS
                                                                                                                                                                                                                                                                                                                                                            any means be reproduced, stored in a retrieval system or transmitted without the prior written permission of Contour Consulting Engineers. The plan shall not
                        Ph. (07) 5493 9777                                                      Trading name of SN Registrars (Holdings) Ltd
                                                                                                                                                   8327      Director: BRETT THOMSON (RPEQ 6068)                                                                                                                                                                                                                                                                                                                                 PLAN No:                                                    REVISION:                            SHEET:     10 OF 14
Document Set ID: 22090891                           [email protected]                          Quality Assured International 3rd Party Accredited       (FOR & ON BEHALF OF CONTOUR C/E PTY LTD)                                                                                                                                                       be used for construction without prior written approval.                                                                                                           FILE LOCATION: C:\_PROJECTS\DD262 HAY ST, TEWANTIN\DRAWINGS\3045-010.DWG

Version: 1, Version Date: 01/09/2022
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