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002 ECM_22595441_v2_Approved Plans - NDN - MCU22 0087 & OPW22 0140 · MCU22/0087.01

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                                                                                                                                                                                                                                                                                                                                    PROPERTY BDY




                                                                                                                                                                                                                                                                                                                                                                                       VIP RL 31.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RETAINING WALL TO STRUCTURAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ENGINEERS SPECIFICATIONS




                                                                                                                                                                                                                                                                                                                  VIP RL 30.222
                                                                                                                                                                                                                                                                                  VIP RL 30.184
                                                                                                                                                                                                                                                                VIP RL 30.146
                                                                                                                                                                                                                                 VIP RL 29.959
                                                                                                                                                                                                                                 VIP RL 29.987
                                                   HORIZONTAL CURVE DATA


                                                                                                                             APPROX LOCATION OF UW WATER
                                                                                                                              MAIN. CONTRACTOR TO CONFIRM
                                                   VERTICAL CURVE LENGTH (m)                                                DEPTH AND RELOCATE TO ACHIEVE                                                                                                                                              VC 2                                                                     VC 2.5
                                                                                                                         MINIMUM 800mm COVER AS REQUIRED.
                                                   VERTICAL CURVE RADIUS (m)                                                                                                                                                                                                                        R 11.16                                                                    R 12.24


                                                   VERTICAL GEOMETRY GRADE (%)                                                                                                                                         -3%      -8.9%12.5% 5% 2.5%                                                                                                 20.4%                                                                 0%

                                                   VERTICAL GEOMETRY LENGTH (m)                                                                                                                                        3.0          0.3 1.5 0.76 1.5                                                                                                 6.75                                                              11.76



                                                   DATUM RL = 25.400



                                                   FINISHED SURFACE LEVEL




                                                                                                                                                                                                             30.076




                                                                                                                                                                                                                              29.987

                                                                                                                                                                                                                                                29.959

                                                                                                                                                                                                                                                                    30.146

                                                                                                                                                                                                                                                                                                  30.184

                                                                                                                                                                                                                                                                                                                           30.197

                                                                                                                                                                                                                                                                                                                                    30.267

                                                                                                                                                                                                                                                                                                                                                   30.426

                                                                                                                                                                                                                                                                                                                                                             30.823

                                                                                                                                                                                                                                                                                                                                                                      31.345

                                                                                                                                                                                                                                                                                                                                                                                    31.536

                                                                                                                                                                                                                                                                                                                                                                                                     31.547

                                                                                                                                                                                                                                                                                                                                                                                                              31.600




                                                                                                                                                                                                                                                                                                                                                                                                                        31.600




                                                                                                                                                                                                                                                                                                                                                                                                                                     31.600
                                                   EXISTING SURFACE LEVEL




                                                                                                                                                                                                                                                29.976

                                                                                                                                                                                                                                                                    30.072

                                                                                                                                                                                                                                                                                                  30.251

                                                                                                                                                                                                                                                                                                                           30.269

                                                                                                                                                                                                                                                                                                                                    31.152

                                                                                                                                                                                                                                                                                                                                                   31.661

                                                                                                                                                                                                                                                                                                                                                             32.452

                                                                                                                                                                                                                                                                                                                                                                      32.508

                                                                                                                                                                                                                                                                                                                                                                                    32.746

                                                                                                                                                                                                                                                                                                                                                                                                     32.767

                                                                                                                                                                                                                                                                                                                                                                                                              32.986




                                                                                                                                                                                                                                                                                                                                                                                                                        33.956




                                                                                                                                                                                                                                                                                                                                                                                                                                     34.337
                                                   CUT / FILL DEPTH




                                                                                                                                                                                                                                                -0.017




                                                                                                                                                                                                                                                                                                  -0.067

                                                                                                                                                                                                                                                                                                                           -0.072

                                                                                                                                                                                                                                                                                                                                    -0.885

                                                                                                                                                                                                                                                                                                                                                   -1.235

                                                                                                                                                                                                                                                                                                                                                             -1.629

                                                                                                                                                                                                                                                                                                                                                                      -1.163

                                                                                                                                                                                                                                                                                                                                                                                    -1.209

                                                                                                                                                                                                                                                                                                                                                                                                     -1.220

                                                                                                                                                                                                                                                                                                                                                                                                              -1.386




                                                                                                                                                                                                                                                                                                                                                                                                                        -2.356




                                                                                                                                                                                                                                                                                                                                                                                                                                     -2.737
                                                                                                                                                                                                                                                                    0.074
                                                   CONTROL LINE CHAINAGE




                                                                                                                                                                                                                                                                                                                                                                      12.556

                                                                                                                                                                                                                                                                                                                                                                                    13.806

                                                                                                                                                                                                                                                                                                                                                                                                     13.917

                                                                                                                                                                                                                                                                                                                                                                                                              15.056




                                                                                                                                                                                                                                                                                                                                                                                                                                     25.568
                                                                                                                                                                                                                                                                                                  5.559

                                                                                                                                                                                                                                                                                                                           6.059

                                                                                                                                                                                                                                                                                                                                    7.059

                                                                                                                                                                                                                                                                                                                                                   8.059
                                                                                                                                                                                                                              3.0

                                                                                                                                                                                                                                                3.3

                                                                                                                                                                                                                                                                    4.8




                                                                                                                                                                                                                                                                                                                                                             10




                                                                                                                                                                                                                                                                                                                                                                                                                        20
                                                                                                                                                                                                             0




                                                                                                                                                                                                                             LONGITUDINAL SECTION DWAY
                                                                                                                                                                                                                                                SCALE: H 1:100,                                                     V 1:50




                                                                                                                                                                                                                                                                                                                                                                                 VIP RL 31.6
                                                                                                                                                                                                                                                                                                           VIP RL 30.222
                                                                                                                                                                                                                                                                           VIP RL 30.184
                                                                                                                                                                                                                                                         VIP RL 30.146
                                                                                                                                                                                                                                VIP RL 29.987
                                                                                                                                                                                                                                VIP RL 29.959




                                                                                                                                                                                                                                                                                                                                                                                                                                              B99
                                                                                                                                                                                                                                                                                                                                                                                                                                              STANDARDS 2004 (AU_NZ)
                                                                                                                                                                                                                                                                                                                                                                                                                                              (c) 2022 Transoft Solutions, Inc. All rights reserved.




                                                                                                                                                            B99
                                                                                                                                         STANDARDS 2004 (AU_NZ)
                                                                                                                                                            (c) 2022 Transoft Solutions, Inc. All rights reserved.




                                                                                                                                                                                                                                                                                                                                                                                                                                                               Ground Clearance (units: m)
                                                                                   HORIZONTAL CURVE DATA                                                                                                                                                                                                                                                                                                                                                       Part # Front Wheelbase Rear
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  #1     0.12     0.12     0.12
                                                                                   VERTICAL CURVE LENGTH (m)                                                                                                                                                                                        VC 2                                                                       VC 2.5
                                                                                   VERTICAL CURVE RADIUS (m)                                                                                                                                                                                       R 11.16                                                                     R 12.24

                                                                                   VERTICAL GEOMETRY GRADE (%)                                                                                                        -3%      -8.9%12.5% 5%                                               2.5%                                                    20.4%                                                                0%                                                                                                                                       NOOSA COUNCIL
                                                                                   VERTICAL GEOMETRY LENGTH (m)                                                                                                       2.99      0.31 1.5  0.76                                              1.5                                                     6.75                                                               11.76                                                                                                                                     APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MCU22/0087 & OPW22/0140
                                                                                   DATUM RL = 25.400                                                                                                                                                                                                                                                                                                                                                                                                                                                            25 SEPTEMBER 2023
                                                                                   SCALE: H 1:100,    V 1:100

                                                                                                                                                            SCALE:                                                                                                                                                                                          CLIENT:                                                              APPROVED BY:                                                                       PROJECT NAME:

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RESIDENTIAL UNITS AT 37 BOTTLEBRUSH AVE
                                                                                                                                                                                                                             AS SHOWN                                                                                                                                                                                                                                                                               TITLE:                  STATUS:

                                                                               D     15/03/23   RFI UDPATE                          BP      BP     BP                                                                                                                                                                                                                                                                                                                                                               DRIVEWAY LONGSECTION   MCU / OP WORKS
                                       © ABN 89 647 469 707                    C     29/11/22   RFI UPDATE                         BRP      JB     BRP
                                                                                                                                                                                                 SCALE 1:100
                                                                                                                                                                                                                                                                                                                                                             BOTTLEBRUSH PROPERTY PTY LTD                                                              BEN PARRY
                                                                               B     10/10/22   RFI UPDATE                         BRP     MVP     BRP                                              1                                            5                                                                                    10m
                                       37 MARY ST                                                                                                                                                                                                                                                                                                                                                                                                      RPEQ: 28084
                                                                               A     12/05/22   MCU / OPW ISSUE                    BRP     BRP     NW
                                   NOOSAVILLE, QLD 4566                                                                                                                                                                                                                                                                                                                                                                                                CPEng NER                                                    DRAWING NUMBER:         PROJECT NUMBER:                          REV:
                                      +61 7 5211 1003                      REV       DATE                DESCRIPTION              DWN      CHK    APP                                                                                                                                                                                                                                                                                                                                                                                                                       SHEET
                                                                                                                                                                                                                                                                                                                                                                                                                                                      DATE: 15/03/2023                                                                                                       SIZE:
                                 RECORCONSULTING.COM                                                         REVISIONS                                                                                                                                                                                                                                                                                                                                                                                              C43                     20220051                         A1 D
Document Set ID: 22595441
Version: 2, Version Date: 25/09/2023

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