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engineering drawings

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                                                                                                                   APPROX LOCATION OF UW WATER




                                                                                                                                                                                                                                                                             PROPERTY BDY
                                                                                                                    MAIN. CONTRACTOR TO CONFIRM
                                                                                                                  DEPTH AND RELOCATE TO ACHIEVE
                                                                                                               MINIMUM 800mm COVER AS REQUIRED.




                                                                                                                                                                                                                                                                                                                                                                                                     VIP RL 31.6
                                                                                                                                                                                                                                                                                                                          VIP RL 31.6
                                                                                                                                                                                                                                                     VIP RL 30.334
                                                                                                                                                                                                                         VIP RL 30.184
                                                                                                                                                                                                                         VIP RL 30.146
                                                                                                                                                              VIP RL 30.076




                                                                                                                                                                                                   VIP RL 29.987
                                                                                                                                                                                                   VIP RL 29.959
                                                                                                                                                                                                                                                                                                                                                                  RETAINING WALL TO STRUCTURAL
                                                                                                                                                                                                                                                                                                                                                                      ENGINEERS SPECIFICATIONS

                                                     HORIZONTAL CURVE DATA                                                                                                                                                                                           R5                                      R -5


                                                     VERTICAL CURVE LENGTH (m)                                                                                                                                                                  VCL 2                                                                  VCL 1.5
                                                     K-VALUE                                                                                                                                                                                    K 0.18                                                                  K 0.07

                                                     VERTICAL GEOMETRY GRADE (%)                                                                                              -3%               -8.9%
                                                                                                                                                                                                    12.5% 5% 10%                                                                            20.9%                                                        0%
                                                     VERTICAL GEOMETRY LENGTH (m)                                                                                             2.99               0.31 1.5 0.76 1.5                                                                           6.07                                                       12.88

                                                     DATUM RL           = 23.20




                                                                                                                                                         30.08




                                                                                                                                                                                              29.99
                                                                                                                                                                                                           29.96
                                                                                                                                                                                                                     30.15
                                                                                                                                                                                                                                 30.18
                                                                                                                                                                                                                                            30.23
                                                                                                                                                                                                                                                          30.36
                                                                                                                                                                                                                                                                     30.53
                                                                                                                                                                                                                                                                                   30.54
                                                                                                                                                                                                                                                                                              30.71
                                                                                                                                                                                                                                                                                                      31.20
                                                                                                                                                                                                                                                                                                               31.39
                                                                                                                                                                                                                                                                                                                        31.44
                                                                                                                                                                                                                                                                                                                                        31.56
                                                                                                                                                                                                                                                                                                                                                31.60




                                                                                                                                                                                                                                                                                                                                                         31.60




                                                                                                                                                                                                                                                                                                                                                                                                 31.60
                                                     FINISHED SURFACE LEVEL




                                                                                                                                                                                              29.99
                                                                                                                                                                                                           29.98
                                                                                                                                                                                                                     30.07
                                                                                                                                                                                                                                 30.25
                                                                                                                                                                                                                                            30.27
                                                                                                                                                                                                                                                          30.81
                                                                                                                                                                                                                                                                     31.68
                                                                                                                                                                                                                                                                                   31.69
                                                                                                                                                                                                                                                                                              31.77
                                                                                                                                                                                                                                                                                                      32.48
                                                                                                                                                                                                                                                                                                               32.50
                                                                                                                                                                                                                                                                                                                        32.51
                                                                                                                                                                                                                                                                                                                                        32.63
                                                                                                                                                                                                                                                                                                                                                32.77




                                                                                                                                                                                                                                                                                                                                                         33.96




                                                                                                                                                                                                                                                                                                                                                                                                 34.26
                                                     EXISTING SURFACE LEVEL




                                                                                                                                                                                                           -0.02


                                                                                                                                                                                                                                 -0.07
                                                                                                                                                                                                                                            -0.03
                                                                                                                                                                                                                                                          -0.45
                                                                                                                                                                                                                                                                     -1.15
                                                                                                                                                                                                                                                                                   -1.15
                                                                                                                                                                                                                                                                                              -1.06
                                                                                                                                                                                                                                                                                                      -1.28
                                                                                                                                                                                                                                                                                                               -1.12
                                                                                                                                                                                                                                                                                                                        -1.07
                                                                                                                                                                                                                                                                                                                                        -1.07
                                                                                                                                                                                                                                                                                                                                                -1.17




                                                                                                                                                                                                                                                                                                                                                         -2.36




                                                                                                                                                                                                                                                                                                                                                                                                 -2.66
                                                                                                                                                                                              0.00


                                                                                                                                                                                                                     0.07
                                                     CUT / FILL DEPTH




                                                                                                                                                                                                                                                                                                      11.21
                                                                                                                                                                                                                                                                                                               12.10
                                                                                                                                                                                                                                                                                                                        12.38
                                                                                                                                                                                                                                                                                                                                        13.13
                                                                                                                                                                                                                                                                                                                                                13.88




                                                                                                                                                                                                                                                                                                                                                         20.00




                                                                                                                                                                                                                                                                                                                                                                                                 26.00
                                                                                                                                                         0.00




                                                                                                                                                                                              2.99
                                                                                                                                                                                                           3.30
                                                                                                                                                                                                                     4.80
                                                                                                                                                                                                                                 5.56
                                                                                                                                                                                                                                            6.06
                                                                                                                                                                                                                                                          7.06
                                                                                                                                                                                                                                                                     7.98
                                                                                                                                                                                                                                                                                   8.06
                                                                                                                                                                                                                                                                                              8.87
                                                     CHAINAGE


                                                 LONGITUDINAL SECTION: DRIVEWAY
                                                 SCALE: H 1:150, V 1:150




                                                                              North Point   Approved                                                                                                                                                                                        Project Address                                               Title
                                                                                                                                                                                                                                                                                             37 BOTTLEBRUSH AVENUE                                         DRIVEWAY SECTIONS
 E    14.11.24   OPW AMMENDMENT                                   TS    MP                                                                                                                                                                                                                   NOOSA HEADS
 D    15.03.23   RFI UPDATE                                      BRP    NW                  For and on behalf of RECOR Pty Ltd.
 C    29.11.32   RFI UPDATE                                      BRP    NW                  Scale                                                                                    ENGINEERING & PROJECT SERVICES                                                                         Client Details                                                Project Name                                                              Sheet Size
                                                                                                                                                                                        SUNSHINE COAST | BRISBANE
 B    10.10.22   RFI UPDATE                                      BRP    NW                                                        NTS                                                  www.recor.au | ABN 89 647 469 707                                                                     S & J KNOBEL                                                  RESIDENTIAL UNIT DEVELOPMENT                                               A1
 A    12.05.22   MCU / OPW ISSUE                                 BRP    NW                                                                        COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's                                                                                     Project Number                                           Drawing Number    Revision

Rev   Date                    Revision Description              Drawn Check                                      DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                   client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
                                                                                                                                                                                         'Issued For Construction' in the revision description.                                                                                                             20220051                                               C43                  A
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