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CIV3045 Opw Rev B (2022-08-24)

Attached to the e-mail Operational Works Application OPW22/0XXX - DA Form 1 - Cover Letter - Civil Plans - Hay Street and Ward Street Tewantin.

of 14

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DESIGN LINE SETOUT - ACCESS DRIVEWAY
POINT CHAINAGE        EASTING      NORTHING               LEVEL                        BEARING                                      RAD/SPIRAL A.LENGTH                           D.ANGLE
 IP 1   -4.844        3090.340        7997.750                1.680
 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
                                         [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
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