Skip to the record
The first. The best. The only NoosaWatch™.

Original source · versioned page text

20220078 Wyandra St Civil OPW

of 13

Page text shows just the words. Original shows the document exactly as it was published.

Original PDF page 10, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                                                                                                          OP WORKS
                                                                                                                                                                                                                                                                                                                                                                                                       NOT FOR CONSTRUCTION




                                                                                                                                                                                                                                                                                        VIP RL 25.65
                                                                                                                                                                                                                                         VIP RL 24.318
                                                                                                                                                                                                        VIP RL 24.243
                                                                                                                                                                                     VIP RL 24.095
                                                                                                                                                                                     VIP RL 24.076
                                                                                                                                                                                     VIP RL 24.056
                                                               HORIZONTAL CURVE DATA


                                                               VERTICAL CURVE LENGTH (m)                                                                                                                                            VC 3                                              VC 3
                                                               VERTICAL CURVE RADIUS (m)                                                                                                                                           R 14.12                                            R 12
                                                                                                                                                                                     200%
                                                               VERTICAL GEOMETRY GRADE (%)                                                                                  -3%     -8.8%11.2% 3.8%                                                               25%                                           0%
                                                               VERTICAL GEOMETRY LENGTH (m)                                                                                  3       0.451.49    2                                                                5.33                                          5.98
                                                                                                                                                                                      0.01

                                                               DATUM RL = 20.900

                                                               FINISHED SURFACE LEVEL




                                                                                                                                                                24.185




                                                                                                                                                                                  24.095
                                                                                                                                                                                           24.056
                                                                                                                                                                                                    24.076
                                                                                                                                                                                                               24.243
                                                                                                                                                                                                                                24.262
                                                                                                                                                                                                                                            24.398
                                                                                                                                                                                                                                                         24.693


                                                                                                                                                                                                                                                                  25.081
                                                                                                                                                                                                                                                                           25.275

                                                                                                                                                                                                                                                                                     25.556

                                                                                                                                                                                                                                                                                                       25.650




                                                                                                                                                                                                                                                                                                                       25.650
                                                               EXISTING SURFACE LEVEL




                                                                                                                                                                                  24.096
                                                                                                                                                                                           24.198
                                                                                                                                                                                                    24.201
                                                                                                                                                                                                               24.435
                                                                                                                                                                                                                                24.510
                                                                                                                                                                                                                                            24.700
                                                                                                                                                                                                                                                         24.940


                                                                                                                                                                                                                                                                  24.989
                                                                                                                                                                                                                                                                           25.051

                                                                                                                                                                                                                                                                                     25.170

                                                                                                                                                                                                                                                                                                       25.226




                                                                                                                                                                                                                                                                                                                       26.090
                                                               CUT / FILL DEPTH




                                                                                                                                                                                  -0.000
                                                                                                                                                                                           -0.143
                                                                                                                                                                                                    -0.125
                                                                                                                                                                                                               -0.192
                                                                                                                                                                                                                                -0.248
                                                                                                                                                                                                                                            -0.302
                                                                                                                                                                                                                                                         -0.246




                                                                                                                                                                                                                                                                                                                       -0.440
                                                                                                                                                                                                                                                                  0.092
                                                                                                                                                                                                                                                                           0.224

                                                                                                                                                                                                                                                                                     0.386

                                                                                                                                                                                                                                                                                                       0.424
                                                               CONTROL LINE CHAINAGE




                                                                                                                                                                                                                                                                           10.778

                                                                                                                                                                                                                                                                                     12.278

                                                                                                                                                                                                                                                                                                       13.778




                                                                                                                                                                                                                                                                                                                       18.256
                                                                                                                                                                                           3.45
                                                                                                                                                                                                    3.46
                                                                                                                                                                                                               4.95
                                                                                                                                                                                                                                5.45
                                                                                                                                                                                                                                            6.95
                                                                                                                                                                                                                                                         8.45


                                                                                                                                                                                                                                                                  10
                                                                                                                                                                0




                                                                                                                                                                                  3
                                                             A3 SCALE: H 1:200, V 1:100
                                                             LONGITUDINAL SECTION LOWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                  13/07/2022


                                                                                                                                                                                                                                                                                                                                                                                                                                                  EA ID: 2557785
                                                                                                                                                                                                                                                                                                                                                                                                                                                   RPEQ: 26443




                                                                                                                                                                                                                                                                                                                                                                                                          DO NOT SCALE, IF IN DOUBT ASK!




                                                                                                                                                                                                                                                                                                                                                                                          C 11/07/22 ISSUE FOR OPW                                           BP        NW

                                                                                                                                                                                                                                                                                                                                B99                                                       B       24/06/22 UPDATE ISSUE FOR MCU                              BP        NW
                                                                                                                                                                                                                        VIP RL 25.65




                                                                                                                                                                                                                                                                                                                                                                                          A 30/03/22 ISSUE FOR MCU                                           BP        NW

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


                                                                                                                                                                                                                                                                                                                                                                                         Rev Date             Description                                    By Chk
                                                                                                                                                VIP RL 24.318




                   B99
                                                                                                                       VIP RL 24.243
                                                                                       VIP RL 24.095
                                                                                                              24.076
                                                                                                       VIP RL 24.056




STANDARDS 2004 (AU_NZ)
              (c) 2022 Transoft Solutions, Inc. All rights [email protected]

                                                                                                                                                                                                                                                                                                                                                    Ground Clearance (units: m)             37 MARY ST NOOSAVILLE, QLD
                                                                                                                                                                                                                                                                                                                                                                                            07 5211 1003

                                                                                                                                                                                                                                                                                                                                                     Part # Front Wheelbase Rear
                                                                                                                                                                                                                                                                                                                                                                                         Client

                                                                                                                                                                                                                                                                                                                                                                                         FORDE PROPERTY
                                                                                                                                                                                                                                                                                                                                                                                         Project Name


                                                                                                                                               VC 3
                                                                                                                                              R 14.12
                                                                                                                                                                                                                  VC 3
                                                                                                                                                                                                                  R 12
                                                                                                                                                                                                                                                                                                                                                       #1     0.12     0.12     0.12     RESIDENTIAL DUPLEX DEVELOPMENT
                                                                                                                                                                                                                                                                                                                                                                                         6 WYANDRA STREET
                                                                                                                                                                                                                                                                                                                                                                                         NOOSA HEADS

                                                                           -3%           -8.8%
                                                                                           200% 11.2%                                  3.8%                          25%                                                                                                            0%                                                                                                    Title

                                                                            3             0.45
                                                                                            0.01 1.49                                    2                           5.33                                                                                                           5.98                                                                                                 DRIVEWAY SECTIONS
                                                                                                                                                                                                                                                                                                                                                                                         2 OF 2




                                                                                                                                                                                                                                                                                                                                                                                         Project No.                Discipline           Status
                                                                                                                                                                                                                                                                                                                                                                                                   20220078                      CIVIL                OPW
                                                                                                                                                                                                                                                                                                                                                                                         Designed By                Drawn By             Scale
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (at
                                                                                                                                                                                                                                                                                                                                                                                                        BRP                      BRP              AS SHOWN             A1)

                                                                                                                                                                                                                                                                                                                                                                                          Drawing No.                                                       Revision

                                                                                                                                                                                                                                                                                                                                                                                                  C33                                                              C
Log in to download the original file

20220078 Wyandra St Civil OPW.pdf · 2.3 MB (large file)

Large file: the download may take up to a minute.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.