Skip to the record
The only place to find full transcripts.

Council archive · source document

211099-OPW-C_Civil Drgs_FA_20220721 · OPW22/0197

of 11

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

Original PDF page 7, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             MAJOR CONTOUR 1m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             MINOR CONTOUR 0.25m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SEWER MAIN DN300 AC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WATER MAIN DN100 AC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             U/G TELECOMMS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             U/G ELECTRICITY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RETAINING WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CONCRETE DRIVEWAY CROSSOVER

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             INTERNAL CONCRETE DRIVEWAY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CONCRETE FOOTPATH

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CONTROL JOINT (CJ)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXPANSION JOINT (EJ)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ISOLATION JOINT (IJ)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.   FOR GENERAL/CONCRETE NOTES & DETAILS REFER DRG C-00011.




                                                                                                                                                                                                                                                                                                                                                                                                             HILTON TERRACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DOWEL BAR SCHEDULE U.N.O




                                                                                                                                                                                                                                                                                            WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SLAB                  DIA.          MIN LENGTH      MAX SPACING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             THICKNESS (mm)            (mm)              (mm)            (mm)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    125                 16               350              300
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    150                 20               400              300
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                150-200                 24               450              300
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TABLE IN ACCORDANCE WITH AS3727
                                                                                                                                                                                                          GARAGE
                                                                                                                                                                                                          FFL 1.550
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CONCRETE DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RESIDENTIAL             PATHS      INTERNAL          INTERNAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DRIVEWAY                         RESIDENTIAL          PATHS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CROSSOVER                          DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DEPTH (D)                      125mm                 125mm        125mm             125mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CONC. STRENGTH (f'c)           32 MPa                32 MPa       25 MPa            25 MPa
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        REINF. MESH               SL72         SL72        SL72                                 SL72
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TABLE IN ACCORDANCE WITH COUNCIL REQUIREMENTS AND AS3727


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             MESH COVER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TOP                                           50mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      50mm
                                                                                                                                                                                                               GARAGE                                                                                                                                                                                                                                                                   SIDES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       75mm (FORMED JOINT)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SIDE (CONTROL JOINT)
                                                                                                                                                                                                               FFL 1.550                                                                                                                                                             DRIVEWAY & CROSSOVER AS PER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   75mm (WEAKENED PLANE JOINT)

                                                                                                                                                                                                                                                                                                                                                                                     STD DRG RS-049 & RS-050
                                                                                                                                                                             IO
                                                                                                                                                                             IO
Filename: C:\ARCOSGROUP\ARCOS GROUP - DOCUMENTS\TOTALSYNERGY\211099 URB RES - 27 HILTON TERRACE, TEWANTIN\3.0 CAD\DRAWINGS\OPW\211099-OPW-C-00302.DWG




                                                                                                                                                                                                                                                                                           WM
Last saved by: ARCOS CIVIL(2022-07-21) Last Plotted: 2022-07-21




                                                                                                                                                                                                               North Point   Scale                     Horiz. Datum   Client                     Consultant                                                                                     Project                                                  Drawing
                                                                                                                                                                                                                                                         LOCAL                                                                                                                                                                      Drawn           JW                                                                           Project No.              Drawing No.            Rev No.
                                                                                                                                                                                                                                                                             URBAN FABRIC                                                                                                            OPERATIONAL WORKS - CIVIL                                          CONCRETE JOINTING
                                                                                                                                                                                                                                                                                                                                                                                                                                    Design          JW
                                                                                                                                                                                                                                                                          DEVELOPMENTS Pty Ltd                                                                                                      DUAL OCCUPANCY DEVELOMENT                                          PLAN, NOTES & DETAILS
                                                                                                                                                                                                                                0m
                                                                                                                                                                                                                                A1 1:50
                                                                                                                                                                                                                                          1.25   2.5
                                                                                                                                                                                                                                                       Vert. Datum
                                                                                                                                                                                                                                                          AHD
                                                                                                                                                                                                                                                                                                                                                                                                    27 HILTON TCE, LOT 106RP41223   Check           GM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  211099               OPW-C-00302                 B
                                                                                                                                                         B FOR OPW APPROVAL                  21.07.22 LS                                                RL Datum                                                                                   CIVIL | STRUCTURAL | GEOTECHNICAL                      TEWANTIN, QLD, 4565       Approved                  Approved Date   Signed                                                                                    Sheet
                                                                                                                                                         A FOR MCU APPROVAL
                                                                                                                                                        Rev           Revision Description
                                                                                                                                                                                             20.01.22 LS
                                                                                                                                                                                               Date Approved
                                                                                                                                                                                                                                                                                                 COPYRIGHT © All rights reserved.
                                                                                                                                                                                                                                                                                                 This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                 or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                   SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                   www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                    LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                    RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                              20.01.22                                                       Status    FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Size      A1

Used in these records

About this file

File size
5.2 MB (large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

211099-OPW-C_Civil Drgs_FA_20220721.pdf · 5.2 MB (large file)

The download may take up to a minute.

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”.