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Recor Engineering Plans as submitted with Further Advice response

of 34

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                                                                                                                                                                                                                                                                                                                                                                CH 17.557 RL119.680
                                                                                                                                                                                                         CH 3.755 RL119.700




                                                                                                                                                                                                                                                                                                                 CH 14.819 RL119.588
                                                                                                                                                                                 HIGH POINT




                                                                                                                                                                                                                                                                                                                                       HIGH POINT
                                                                                                                                                                                                                                                                                           LOW POINT
                                                                                                                                                                                                                                                 DESIGN SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING SURFACE




                                                                                                                                                                                                                                                                                                                                       RL119.680 IP CH 17.557

                                                                                                                                                                                                                                                                                                                                                                                      RL119.668 IP CH 19.989
                                                                                                                                                                                                                                                                                                                                                                                                               RL119.668 IP CH 21.282
                                                                                                                                                                                 RL119.700 IP CH 3.755




                                                                                                                                                                                                                                                               RL119.588 IP CH 13.463
                                                                                                                                                                                                                                                                                        RL119.588 IP CH 14.819
                                                                                                                                                         RL119.650 IP CH 0.000
                                                                                                                                                         RL119.650 IP CH 1.099




                                                                                                                                                                                                                                                                                                                                                                                                                                                   RL119.490 IP CH 26.564
                                                                                                   Vertical Curve Length (m)
                                                                                                   Vertical Curve Radius (m)

                                                                                                   Vertical Geometry Grade (%)                                      0% 1.883%                                                           -1.152%                              -0.037%3.371% -0.502% 0%                                                                                                                                   -3.366%                 -0.017%
                                                                                                   Vertical Geometry Length (m)                                1.099m2.655m                                                             9.708m                                  1.356m 2.738m 2.432m1.293m                                                                                                                              5.282m                     1.208m

                                                                                                   Horizontal Curve Length (m)
                                                                                                   Horizontal Curve Radius (m)
                                                                                                   DATUM RL 114.000
                                                                                                   CUT / FILL DEPTH
                                                                                                                                                         -0.799
                                                                                                                                                         -0.793

                                                                                                                                                                                 -0.725




                                                                                                                                                                                                                                                               -0.749
                                                                                                                                                                                                                                                               -0.706


                                                                                                                                                                                                                                                                                                                                       -0.463

                                                                                                                                                                                                                                                                                                                                                                                       -0.253
                                                                                                                                                                                                                                                                                                                                                                                       -0.252

                                                                                                                                                                                                                                                                                                                                                                                       -0.164


                                                                                                                                                                                                                                                                                                                                                                                                                                                    0.117
                                                                                                                                                                                                                                                                                                                                                                                                                                                    0.264
                                                                                                                                                                                                                                                               -0.66




                                                                                                                                                                                                                                                                                                                                                                                       -0.19
                                                                                                   TO EXISTING SURFACE
                                                                                                   DESIGN LEVELS
                                                                                                                                                         119.650
                                                                                                                                                         119.650

                                                                                                                                                                                 119.700




                                                                                                                                                                                                                                                               119.588
                                                                                                                                                                                                                                                               119.588
                                                                                                                                                                                                                                                               119.588

                                                                                                                                                                                                                                                                                                                                       119.680

                                                                                                                                                                                                                                                                                                                                                                                       119.668
                                                                                                                                                                                                                                                                                                                                                                                       119.668
                                                                                                                                                                                                                                                                                                                                                                                       119.668
                                                                                                                                                                                                                                                                                                                                                                                       119.668


                                                                                                                                                                                                                                                                                                                                                                                                                                                    119.490
                                                                                                                                                                                                                                                                                                                                                                                                                                                    119.490
                                                                                                   ROAD CENTRELINE
                                                                                                   EXISTING SURFACE
                                                                                                                                                         120.449
                                                                                                                                                         120.443

                                                                                                                                                                                 120.425




                                                                                                                                                                                                                                                               120.337
                                                                                                                                                                                                                                                               120.294
                                                                                                                                                                                                                                                               120.247

                                                                                                                                                                                                                                                                                                                                       120.143

                                                                                                                                                                                                                                                                                                                                                                                       119.921
                                                                                                                                                                                                                                                                                                                                                                                       119.920
                                                                                                                                                                                                                                                                                                                                                                                       119.858
                                                                                                                                                                                                                                                                                                                                                                                       119.832


                                                                                                                                                                                                                                                                                                                                                                                                                                                    119.373
                                                                                                                                                                                                                                                                                                                                                                                                                                                    119.226
                                                                                                   LEVELS
                                                                                                   CONTROL LINE CHAINAGE
                                                                                                                                                                                                                                                               13.463
                                                                                                                                                                                                                                                               14.075
                                                                                                                                                                                                                                                               14.819

                                                                                                                                                                                                                                                                                                                                       17.557

                                                                                                                                                                                                                                                                                                                                                                                       19.989
                                                                                                                                                                                                                                                                                                                                                                                       20.000
                                                                                                                                                                                                                                                                                                                                                                                       20.677
                                                                                                                                                                                                                                                                                                                                                                                       21.282


                                                                                                                                                                                                                                                                                                                                                                                                                                                    26.564
                                                                                                                                                                                                                                                                                                                                                                                                                                                    27.770
                                                                                                                                                         0.000
                                                                                                                                                         1.099

                                                                                                                                                                                 3.755




                                                                                                   ROAD CENTRELINE
                                                                                                                                                    SW01
                                                                                                                                                    SCALE: HORIZONTAL - 1:200
                                                                                                                                                             VERTICAL - 1:40




NOT FOR CONSTRUCTION
----      ----   ----                                          ----   ----   North Point   Approved                                                                                                                                                                                                                                                                                                                                                                         Project Address                Title

----      ----   ----                                          ----   ----
                                                                                           EOIN WHITMORE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            45 MAPLE ST, COOROY AND 9 MYALL SWALE LONGITUDINAL SECTION
----      ----   ----                                          ----   ----                 31423     06/08/2026                                                                                                                                                                                                                                                                                                                                                             ST COOROY
----      ----   ----                                          ----   ----                 For and on behalf of RECOR Pty Ltd.

 C     06/08/2026 ISSUED FOR OPERATIONAL WORKS                 CS     EW                   Scale                                                                                                                                                                            ENGINEERING & PROJECT SERVICES                                                                                                                                                                  Client Details                 Project Name                             Sheet Size
                                                                                                   VERTICAL 0.4      0   0.4     0.8   1.2   1.6   2.0   1:40 (meters)                                                                                                         SUNSHINE COAST | BRISBANE
 B     15/06/2026 ISSUED FOR APPROVAL- ARCHITECTURAL UPDATE    CS     EW                                                                                                                                                                                                      www.recor.au | ABN 89 647 469 707                                                                                                                                                             MYALL RISE PTY LTD             COOROY SOCIAL HOUSING                       A1
                                                                                              HORIZONTAL      2      0    2     4     6       8    10 1:200 (meters)
 A     24/06/2026 ISSUED FOR OPERTATIONAL WORKS                CS     EW                                                                                                                                                      COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's                                                                                                                                                          Project Number          Drawing Number    Revision
                                                                                                                          (FULL SIZE)                                                                                         client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as

Rev     Date                  Revision Description            Drawn Check                                         DO NOT SCALE, IF IN DOUBT ASK                                                                                                                     'Issued For Construction' in the revision description.                                                                                                                                                                                 P0478-26-001
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    -              C022                C

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