Attachment 7 - Civil Drawings_LR

                                                                                                                                                                                                                                             COMMERCIAL DRIVEWAY 'A' - 7.5m WIDTH
                                                                      COMMERCIAL CROSSOVER NOTES:-                                                                                                                                           COMMERCIAL DRIVEWAY 'B' - 6.0m WIDTH
                                                                      1. Concrete N32 in accordance with AS 1379 and AS 3600.                                                                                                                COMMERCIAL DRIVEWAY 'C' - 8.0m WIDTH
                                                                      2. Reinforcing fabric to AS 1304. Lap fabric 250mm.
                                                                                                                                                                                                1500 MIN                                                                                                       1500 MIN
                                                                      3. Depths of concrete and reinforcing steel shown are the
                                                                         minimum requirements for good foundation conditions, and
                                                                                                                                                     PROPERTY                                                                                                                                                                         BOUNDARY
                                                                         average traffic loading. Where this does not apply, depths of
                                                                         concrete and reinforcing shall be increased to suit specific
                                                                         conditions.
                                                                      4. Reprofile adjacent footpath to match driveway. Footpath
                                                                         earthworks adjoining concrete must be well compacted.
                                                                      5. Compaction for subgrade 95% Standard to AS 1289.5.1.1.
                                                                      6. Where subgrade is less than CBR 5 excavate and provide
                                                                         imported material to satisfaction of the Superintendent.                    CONCRETE                                                                                                                                                             CONCRETE
                                                                      7. Concrete driveway unless otherwise approved                                 FOOTPATH                                                                                                                                                             FOOTPATH
                                                                      8. Paver and/or proprietary concrete surface finishes to driveway




                                                                                                                                                                                                                                                                                                                                                 3500 MIN
                                                                         shall only be used when approved by Local Authority.
                                                                      9. Refer project drawings or Local Authority Standard Drawings
                                                                         for Verge Type Cross Sections.




                                                                                                                                                                                                                                                                                                               60°
                                                                                                                                                     1800




                                                                                                                                                                                                      60°
                                                                      10. All dimensions in millimetres.


                                                                                                                                                                        600 Kerb taper

                                                                                                                                                                         1500 NOM                                                                                                                                          1500 NOM
                                                                                                                                                                                                                                                                  COMMERCIAL DRIVEWAY
                                                                                                                                                                                                                                                                   CROSSOVER 'A' DETAIL                                                 B1 BARRIER KERB
                                                                                                                                                                                                                                                                                                                                        AND CHANNEL
                                                                                                                                                                                                                                                                   NOTE: DRIVEWAYS ARE TO BE CONSTRUCTED IN




                                                                                                                                                                                                                                                          A
                                                                                                                                                                                                                                                          -
                                                                                                                                                                                                                                                                    ACCORDANCE WITH IPWEAQ STD DRG RS-051



                                                                                                                                                       ALL KERB, KERB & CHANNEL,
                                                                                                                                                       WHEELSTOPS & BOLLARDS TO
                                                                                                                                                       BE PAINTED "SAFETY YELLOW"




                                                                                                                                                                                                                                                                                                    BOUNDARY
                                                                                                                                                                                                                                                                                                    PROPERTY
                                                                                                                                                                                                                                                              3500 NOM

                                                                                                                                                                                              SAWCUT AND
                                                                                                                                                                                              BREAKOUT BACK OF                                1500
                                                                                                                                                                                              KERB AND CHANNEL                                                             2.5%
                                                                                                                                                                                                                                            1 IN 8

                                                                                                                                                                                  GALV. DOWELS




                                                                                                                                                                                                                                                                                          180 MIN
                                                                                                                                                                                  400xR16 @ 300CTS
                                                                                                                                                                                                                                                               200UM VISQUEEN.
                                                                                                                                                                                                                                          SL102 MESH
                                                                                                                                                                                                                                                               50mm BEDDING SAND.
                                                                                                                                                                                                                                          40 TOP COVER.



                                                                                                                                                                                                                                                          A     SECTION
                                                                                                                                                                                                                                                          -    SCALE 1 : 20 (A1)




NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                               PURPOSES.
                                                                                                                       PBL                                                                                                                                                     PROJECT:                                                                                                 DRAWING TITLE:
                                                                                                                                                                                                                                           Brah 101 pty ltd t/a Alta Projects
                                                                                                                       Drawn: PBL                                                                                                                                                                                                                                                       ROADWORKS DETAILS
                                                                                  PRELIMINARY                           Date: MAY 2024
                                                                                                                                                                                                                                           A.B.N. 91 611 354 511
                                                                                                                                                                                                                                           26 Memorial Avenue, Cotton Tree     PROPOSED KINETIC BUS DEPOT DEVELOPMENT
                                                                                         NOT FOR CONSTRUCTION                                                                                                                              PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                           Revision    Sheet
                                                                                                                     Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                               at 5 PRODUCTION STREET, NOOSAVILLE
                                                                                                                                                                                                                                           Tel (07) 5475 4125 Fax (07) 5479 1607                                                                                                        DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                         A6880/24/R05              5 of 7
                                                                                                                                                                                                                                           Email: [email protected]
                                                                                   .......................
                                                                                       DIRECTOR APPROVAL                  Datum AHD
                                                                                                                                                                                                                                           Web: http://www.alta.net.au         for INTEGRAL CONSTRUCTION
 REV   DATE                      DESCRIPTION                     BY       CHKD         RPEQ - 4784                         A1 SHEET SIZE               FILENAME : A6880-24-R05 ROADWORKS DETAILS.dwg - DATE : 3/6/24 - 3:36pm - XREF's:                                                                                                          Council Ref: .......................