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6 Martin Street - Recor SMP Sep2022

From the archive 6 Martin Street - OPW Application.zip, inside Operational Works Application OPW26/0051 - 1&2/6 Martin Street Peregian Beach. File date in the archive: 2026-01-06 09:12.

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                                                                               AVOCET PDE CL




                                                                                                                                                                                               PROPERTY BDY
                                                                                                                                                                                                                                                                                                B99




                                                                                                                                                                VIP RL 8.811
                                                                                                                                                                VIP RL 8.787



                                                                                                                                                                                VIP RL 8.761
                                                                                                                    VIP RL 8.56



                                                                                                                                            VIP RL 8.75
                                                                                                                    VIP RL 8.6




                                                                                                                                                                                                                                        VIP RL 8.3
                                                                                                                                                                                                                                                                                                STANDARDS 2004 (AU_NZ)
                                                                                                                                                                                                                                                                                               (c) 2022 Transoft Solutions, Inc. All rights reserved.




                                                                                                                                                                                                                                                                                               Ground Clearance (units: m)
                                                                                                                                                                                                                                                                                                Part #    Front    Wheelbase                                                         Rear
                              VERTICAL GEOMETRY GRADE (%)                                              -2.3%          -8.9% 12.5%                         2.5% 5% -5%                                                 -7.7%                             0%
                                                                                                                                                                                                                                                                                                   #1      0.12        0.12                                                          0.12
                              VERTICAL GEOMETRY LENGTH (m)                                              3.09           0.45 1.52                           1.5 0.48 1                                                  5.99                             7.16

                              DATUM RL = 3.700

                              FINISHED SURFACE LEVEL
                                                                                           8.671




                                                                                                                   8.600
                                                                                                                            8.560


                                                                                                                                           8.750



                                                                                                                                                              8.787
                                                                                                                                                                      8.811

                                                                                                                                                                               8.761
                                                                                                                                                                                               8.754


                                                                                                                                                                                                              8.610




                                                                                                                                                                                                                                        8.300




                                                                                                                                                                                                                                                                   8.300


                                                                                                                                                                                                                                                                                8.300
                              EXISTING SURFACE LEVEL
                                                                                                                   8.600
                                                                                                                            8.631


                                                                                                                                           8.733



                                                                                                                                                              8.553
                                                                                                                                                                      8.506

                                                                                                                                                                               8.407
                                                                                                                                                                                               8.398


                                                                                                                                                                                                              8.502




                                                                                                                                                                                                                                        8.912




                                                                                                                                                                                                                                                                   9.087


                                                                                                                                                                                                                                                                                9.122
                              CUT / FILL DEPTH
                                                                                                                   -0.000
                                                                                                                            -0.071




                                                                                                                                                                                                                                        -0.612




                                                                                                                                                                                                                                                                   -0.787


                                                                                                                                                                                                                                                                                -0.822
                                                                                                                                           0.017



                                                                                                                                                              0.234
                                                                                                                                                                      0.306

                                                                                                                                                                               0.354
                                                                                                                                                                                               0.356


                                                                                                                                                                                                              0.108



                              CONTROL LINE CHAINAGE




                                                                                                                                                                                                                                                                                21.189
                                                                                                                   3.085
                                                                                                                            3.535


                                                                                                                                           5.053



                                                                                                                                                              6.553
                                                                                                                                                                      7.035

                                                                                                                                                                               8.035
                                                                                                                                                                                               8.128




                                                                                                                                                                                                                                        14.03
                                                                                                                                                                                                              10




                                                                                                                                                                                                                                                                   20
                                                                                               0




                            A1 SCALE: H 1:100, V 1:100                                                                                            DRIVEWAY ACCESS
                                                                                                                                                                                                                                                                                                                                                                            NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                    APPROVED REFERENCE DOCUMENT
                                                                                                                                                                                                                                                                                                                                                                       132004.4029.01 & RAL22/0010
                                                                                                                                                                                                                                                                                                                                                                               16 MAY 2023




                                                                                                                                                                                                                                                                                                                                                        Council Annotation:
                                                                                                                                                                                                                                                                                                                                                        Title: Driveway Access Plan


                                                                                                                                                          CLIENT DETAILS:                                                     PROJECT ADDRESS:                  APPROVED BY:                                PROJECT NAME:

                                                                                                                                                                                                                                                                                                             PROPOSED RESIDENTIAL DEVELOPMENT
                                                                                                                                                                                  PERMABUILD                                                                                                                TITLE:                                        STATUS:

                                                                                                                                                                                                                                       U 2 6 MARTIN STREET                                                                                                FOR APPROVAL - NOT FOR
                                       © ABN 89 647 469 707
                                                                                                                                                                                                                                     PEREGIAN BEACH, QLD 4573                BEN PARRY                                                                    CONSTRUCTION
                                      75 NOOSA DRIVE                                                                                                                                                                                                                         RPEQ: 28084
                                                              01    27/09/22    ISSUE FOR APPROVAL                          BRP                BRP        SCALE:
                                   NOOSA HEADS, QLD 4567                                                                                                                                                                                                                       CPEng                        DRAWING NUMBER:                               PROJECT NUMBER:                  SHEET REV:
                                       +61 7 5211 1003        REV    DATE                          DESCRIPTION              DWN      CHK         APP
                                                                                                                                                                                                                                                                            DATE: 27/09/2022                                                                                                SIZE:
                                  RECORCONSULTING.COM                                                  REVISIONS
                                                                                                                                                                               DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                                                          20220116
Document Set ID: 24368190
                  22141549
Version: 1, Version Date: 10/12/2025
                          18/10/2022

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