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20220051 37 Bottlebrush Civil

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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%
                                             VERTICAL GEOMETRY LENGTH (m)                                                                                                       2.99      0.31 1.5  0.76                                              1.5                                                     6.75                                                               11.76

                                             DATUM RL = 25.400
                                             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
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