Engineering Report · MCU18/0094

                                                                                                                                                                                                                                                                                                                                                BOUNDARY
                                                                                                                                                                                                                                                                                                                                                PROPERTY
                                                                                            COMMERCIAL DRIVEWAY - 6m WIDTH

                                       BOUNDARY                                                                                                                                                              BOUNDARY                                                                                         3500 NOM


                                                                                                                                                                                                                                                                                         1000
                                                                                                                                                                                                                                                                                                                           2.0%
                                                                                                                                                                                                                                                                                        1 IN 8
                   3500 NOM.




                                                                                                                                                                                                                                         3500 NOM.




                                                                                                                                                                                                                                                                                                                                      130 MIN
                                                                                                                                                                                                                                                                                                               200UM VISQUEEN.
                                                                                                                                                                                                                                                                                    SL82 MESH




                                                                              1800
                                                                                                                                                                                                                                                     SAWCUT EXISTING                                           50mm BEDDING SAND.
                                                                                                                                                                                                                                                                                    40 TOP COVER.
                                                                                                                                                                                                                                                     KERB AS REQUIRED


                                                                                                                                                                                                                                                                                                        A      SECTION
                                                                                                                                                                                                                                                                                                        -      SCALE 1 : 20 (A1)
                                                           1500 NOM                                                                                               1500 NOM
                                                                                                                          SAWCUT EXISTING
       EXISTING BARRIER                                                                                                   KERB AS REQUIRED                                                                                        EXISTING BARRIER
      KERB AND CHANNEL                                                                                                                                                                                                            KERB AND CHANNEL
                                                                                           RESIDENTIAL CROSSOVER DETAIL
                                                                          A
                                                                          -
                                                                                                NOTE: DRIVEWAYS ARE TO BE CONSTRUCTED IN ACCORDANCE
                                                                                                         WITH IPWEAQ STANDRD DRAWING RS- 051




  COMMERCIAL CROSSOVER NOTES:-
  1. Concrete N32 in accordance with AS 1379 and AS 3600.
  2. Reinforcing fabric to AS 1304. Lap fabric 250mm.
  3. Depths of concrete and reinforcing steel shown are the
     minimum requirements for good foundation conditions, and
     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.
  7. Concrete driveway unless otherwise approved
                                                                                                                                                                                                                                                                                                  TOOL FINISH EDGES
  8. Paver and/or proprietary concrete surface finishes to driveway
     shall only be used when approved by Local Authority.                                                                                                                                                                                                                                               R16 GALVANISED DOWELS (450 LONG)
  9. Refer project drawings or Local Authority Standard Drawings                                                                                                                                                                                               DOWEL SOCKETS TO                         AT 300 CTS CENTRAL
     for Verge Type Cross Sections.                                                                                                                                                                                                                            MANUFACTURERS SPEC.                                                                                                                   TOOL FINISH CONCRETE
                                                                                                                                                                                                                                                                                                                                                                          CUT EVERY SECOND           BREAK SLAB FULL DEPTH
  10. All dimensions in millimetres.                                                                                                                                                                                                                           OR EQUAL                                                                                                   WIRE OF MESH
                                                                                                                                                                                                                                                                                                               SL82 MESH                                                                             WHILE STILL "GREEN"
                                                                                                                                                                                                                                                                                                               30 COVER
                                                                                                                                PROPOSED CONCRETE PAVEMENT LEVEL
                                                                                                                                                                                             150mm CONCRETE (N32)
                                                                                       VISQUEEN VAPOUR BARRIER




                                                                                                                                                                                                                                                                                                                                                                      150
                                                                                                                                                                                                                                                         150
                                                                                                                                EARTHWORKS LEVEL                                             SL82mm MESH TOP 40 COVER
                                                                                                                                                                                             HEAVY BROOM FINISH
                                                                                                                                                                                             (TO BE CONFIRMED DURING
                                                                                                                                                                                             CONSTRUCTION)
                                                                                                                                                                                                                                                                                      225               225
                                                                                                                                                                                                                                                                                                                    200 UM VISQUEEN                                                                           200 UM VISQUEEN
                                                                                                       CARPARK CONCRETE PAVEMENT DETAIL                                                                                                               CONCRETE PAVEMENT DOWEL JOINT (DJ)                                                                   CONCRETE PAVEMENT BOLSTER JOINT (BJ)
                                                                                                                                               SCALE 1:10                                                                                                                              N32 CONCRETE                                                                                          N32 CONCRETE
                                                                                                                                                                                                                                                                                            N.T.S.                                                                                                N.T.S.




NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES.         Design: WM                                                                                                                                                  PROJECT:                                                                                        DRAWING TITLE:
                                                                                                                                                                                                                                                     Brah 101 pty ltd t/a Alta Projects
                                                                                                                                 Drawn: NG                                                                                                                                                                                                                                                   PRELIMINARY ROADWORKS DETAILS
                                                                                             FOR APPROVAL                          Date: FEB 2017
                                                                                                                                                                                                                                                     A.B.N. 91 611 354 511
                                                                                                                                                                                                                                                     26 Memorial Avenue, Cotton Tree         PROPOSED MULTIPLE HOUSING DEVELOPMENT
                                                                                                   NOT FOR CONSTRUCTION                                                                                                                              PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                         Revision    Sheet
                                                                                                                               Checked: . . . . . . . . . . .
                                                                                                                                                                                                                                                     Tel (07) 5475 4125 Fax (07) 5479 1607   at 15 GARNET STREET, COOROY                                                                     DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                              A6265/18/PR03       B        1 of 1
                                                                                                                                                                                                                                                     Email: [email protected]
  B
  A
        25/05/18
        08/03/18
                      FOR APPROVAL ISSUE
                      FOR APPROVAL ISSUE
                                                                         NG
                                                                         NG
                                                                                      SH
                                                                                      SH
                                                                                              .......................
                                                                                                  DIRECTOR APPROVAL                 Datum       AHD
                                                                                                                                                                                                                                                     Web: http://www.alta.net.au             for THE WHATHAM BOYS PROPERTY TRUST.
 REV     DATE                              DESCRIPTION                   BY          CHKD         RPEQ - 4784                        A1 SHEET SIZE              FILENAME : A6265-18-R03.dwg - DATE : 25/5/18 - 5:11pm - XREF's:                                                                                                                            Council Ref: