IR Response Attachment 2 - Civil Engineering Plans (rec. 17.11.25) MCU25/0091

                                                                                                                                                                                                                                                                                                                                                                                                       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
                                                                                                                                                                                                                                       DATE                30-07-25   Ideal Consulting Engineers                                                                     FOR APPROVAL                       a PO Box 353 Yandina 4561       ABN 51 675 481 777