Compiled Reference Documents - MCU25/0091 (As Published)

                                                                                                                                                                                                                                                                                                                                                                                                         3.0m MIN TO SUIT EXISTING ACCESS TRACK




                                                                                                                                                                                                                                                                                                                                                                                                                              3%
                                                                                                                                                                                                                                                                                                                                                                                     TYP.
                                                                                                                                                                                                                                                                                                                                                                            1   in 3                                                                                            EXTEND GRAVEL ACCESS TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TOE OF EXISTING BATTER
                                                                                                                                                                                                                                                                                      NATURAL SURFACE




                                                                                                                                                                                                                                                                                                                                                                                         NARROW DRIVEWAY TYPICAL SECTION (CH97-CH130)
                                                                                                                                                                                                                                                                                                                                                                                            1:50 AT A3




                                                                                                                                                                                                                                                                                                                                                                                                                         3.50m                                                                            INDICATIVE MUDSTONE SUBSTRATE HORIZON.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DEPTH TO BE DETERMINED ONSITE BY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          GEOTECHNICAL CONSULTANT.

                                                                                                                                                                                                                                                                                                                                                                                                                         3%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MAX 1 IN 1 BATTER IN WEATHERED MUDSTONE AS PER GEOTECHNICAL ADVICE.
                                                                                                                                                                                                                                                                                                                                                                            TYP.
                                                                                                                                                                                                                                                                                                                                                                   1   in 3                                                                                                                   BATTER TO HINGE TO 1 IN 2 MAX IN ANY OTHER EXISTING SUBSTRATE AS
                                                                                                                                                                                                                                                                              NATURAL SURFACE                                                                                                                                                                                                 DIRECTED ON SITE, DURING CONSTRUCTION, BY GEOTECHNICAL CONSULTANT
  c:\users\jeremy wagner\onedrive - ideal consulting engineers\cameron landreth's files - projects\253001 - moran group rd, kin kin\design\civil\253001 - da civil driveway.dwg




                                                                                                                                                                                                                                                                                                                                                                                         ACCESS DRIVEWAY TYPICAL SECTION
                                                                                                                                                                                                                                                                                                                                                                                         1:50 AT A3




                                                                                                                                                                                                                                                                                                                                                                                                                           6.00m




                                                                                                                                                                                                                                                                                                                                                                                                                      3%
                                                                                                                                                                                                                                                                                                                                               AX                                                                                                                                                         RETAINING WALL AS REQUIRED
                                                                                                                                                                                                                                                                                                                                           M
                                                                                                                                                                                                                                                                                                                                  1   in 2                                                                                                                                                                ON UPHILL (CUT) SLOPE.
                                                                                                                                                                                                                                                             NATURAL SURFACE                                                                                                                                                                                                                              MAX HEIGHT 1m.




                                                                                                                                                                                                                                                                                                                                                                                                  PASSING BAY 1 TYPICAL SECTION (CH40)
                                                                                                                                                                                                                                                                                                                                                                                                  1:50 AT A3



                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROJECT:                                                                                                  JOB NUMBER
                                                                                                                                                                                  REV   DATE        DESCRIPTION              BY   CHKD             DETAILS                                            SCALE                                                             APPROVED                                                                               PROPOSED DRIVEWAY ACCESS                                                                                      253001
                                                                                                                                                                                  1     13-11-25   RESPONSE TO COUNCIL RFI   JW    CL                                                                                                                                                                                                                          224 MORAN GROUP ROAD, KIN KIN
                                                                                                                                                                                                                                         DATUM               AHD
                                                                                                                                                                                                                                         DESIGN               CL
                                                                                                                                                                                                                                                                        0             0.5             1.0            1.5              2.0             2.5m        .................                                                                            SUE & CHRIS SWEET                                                                                    SHEET:     6   OF   6


                                                                                                                                                                                                                                                                                                                                                              Director: CAMERON LANDRETH                                                                       DRAWING TITLE:                                                                                       DRAWING NUMBER          REV
                                                                                                                                                                                                                                         DRAWN                CL
                                                                                                                                                                                                                                         DESIGN CHECK         CL
                                                                                                                                                                                                                                                                                                    SCALE 1:50 A3                                                       (RPEQ 19358)                                                                           PROPOSED DRIVEWAY TYPICAL CROSS SECTIONS                                                                      P06             1
                                                                                                                                                                                                                                                                                                                                                             DRAWING STATUS
                                                                                                                                                                                                                                                                        This drawing is not to be copied or amended without written permission from                                                       e [email protected] p 0435 575 094
Document Set ID: 24305818                                                                                                                                                                                                                DATE                30-07-25   Ideal Consulting Engineers                                                                     FOR APPROVAL                       a PO Box 353 Yandina 4561       ABN 51 675 481 777
Version: 1, Version Date: 17/11/2025