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Attachment 3 -B_Engineering Plans by Arcos

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DRIVEWAY                         RESIDENTIAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CROSSOVER                          DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DEPTH (D)                      125mm                 125mm        125mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CONC. STRENGTH (f'c)           32 MPa                32 MPa       25 MPa
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         REINF. MESH               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(2022-01-20) Last Plotted: 2022-01-20




                                                                                                                                                                                                                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               A
                                                                                                                                                         A FOR APPROVAL                       20.01.22 LS                                                RL Datum                                                                                   CIVIL | STRUCTURAL | GEOTECHNICAL                      TEWANTIN, QLD, 4565       Approved                  Approved Date   Signed                                                                                    Sheet
                                                                                                                                                        P1 PRELIMINARY
                                                                                                                                                        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
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                                                                                                                                                                                                                                                                                                                                                    www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                     LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                     RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                               20.01.22                                                       Status    FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Size     A1
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