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Approved Plans MCU22-0080

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Plans and drawings

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                                                                                                                                                                                                                                                                                                                                    CUT/FILL DEPTH RANGE
                                                                                                                                                                                                                                                                                                                                    Lower_value Upper_value       Colour

                                                                                                                                                                                                                                                                                                                                    -2.25    to       -2.5    M

                                                                                                                                                                                                                                                                                                                                    -2.      to       -2.25   M

                                                                                                                                                                                                                                                                                                                                    -1.75    to       -2.     M

                                                                                                                                                                                                                                                                                                                                    -1.5     to       -1.75   M

                                                                                                                                                                                                                                                                                                                                    -1.25    to       -1.5    M

                                                                                                                                                                                                                                                                                                                                    -1.      to       -1.25   M

                                                                                                                                                                                                                                                                                                                                    -0.9     to       -1.     M

                                                                                                                                                                                                                                                                                                                                    -0.8     to       -0.9    M

                                                                                                                                                                                                                                                                                                                                    -0.7     to       -0.8    M

                                                                                                                                                                                                                                                                                                                                    -0.6     to       -0.7    M

                                                                                                                                                                                                                                                                                                                                    -0.5     to       -0.6    M

                                                                                                                                                                                                                                                                                                                                    -0.4     to       -0.5    M

                                                                                                                                                                                                                                                                                                                                    -0.3     to       -0.4    M


                                                                             C                                                                                                        D                                                                                                                                             -0.2     to       -0.3    M

                                                                             21                                                                                                       21                                                                                                                                            -0.1     to       -0.2    M

                                                                                                                                                                                                                                                                                                                                    0        to       -.1     M

                                                                                                                                                                                                                                                                                                                                    0        to       .1      M
                                                                                                                                   36.25                    36.5            36.75     37.00        37.25    240o00'00"
                                                                                                                                                                                                            40.233                                                                                                                  0.1      to       0.2     M

                                                                                                                                                                                                                                                                                                                                    0.2      to       0.3     M

                                                                                                                                                                                                                                                                                                                                    0.3      to       0.4     M
                        A                                                                                                                                                                                                                                                                    A




                                                                                                                                             D01
                                                                                                                                                                                                                                                                                                                                    0.4      to       0.50    M
                        21                                                                                                                                                                                                           37.50                                  37.25
                                                                                                                                                                                                                                                                                             21
                                                36.00                                                                                                                                                                                                                                                                               0.5      to       0.6     M

                                                                                                                                                                                                                                                                                                                                    0.6      to       0.7     M

                                               35.75                                                                                                                                                                                                                                                                                0.7      to       0.8     M
                              Ross Crescent




                                                                                                                                                                                                                                                            37.25
                                                                                                                                                                                                                                                                                                                                    0.8      to       0.9     M

                                                                                                                                                                        1                        2                       3           4                  5           6                                                               0.9      to       1       M
                                               35.50


                        B                                                                                                                                                                                                                                                                    B
                                                  330o00'00"




                                                                                                                                                                                                                                                                        330o00'00"
                        21                                                                                                                                                                                                                                                                   21
                                                  15.088




                                                                                                                                                                                                                                                                        15.088
                                               35.25




                                                                                                                                                                                                                                                                                                                                EARTHWORKS VOLUMES
                                                                                                                                                                                                                    37.50                                                                                                       EARTHWORKS VOLUMES FROM
                                                                                                                                                                                                                                                                                                                                EXISTING SURFACE TO DESIGN
                                                                                                                                                                                                            240o00'00"
                                                                    34.95               34.95   35.25     35.50        35.75         36.00           36.5   36.75                             37.00 37.25   40.233           37.25                                                                                              SURFACE
                                                                                                                                             36.25
                                                                                                                                                                                                                                                                                                                                CUT = 577m³
                                                                                                                                                                                                                                                                                                                                FILL = 49m³
                                                                                                                                                                                                                                                                                                                                BALANCE = 527m³



                                                                             C                                                                                                        D                                                                                                                                 NOTES
                                                                                                                                                                                                                                                                                                                         1.   FOR GENERAL AND EARTHWORKS NOTES
                                                                             21                                                                                                       21                                                                                                                                      REFER DWG 002, WHICH IS TO BE REQUESTED
                                                                                                                                                                                                                                                                                                                              AND VIEWED PRIOR TO COMMENCEMENT OF
                                                                                                                                                                                                                                                                                                                              CONSTRUCTION IF NOT SUPPLIED.




                                                                                                                               CLIENT DETAILS:                                                                                       PROJECT ADDRESS:                     APPROVED BY:                PROJECT NAME:

                                                                                                                                                                                                                                                                                                      PROPOSED RESIDENTIAL DEVELOPMENT
                                                                                                                                           MARK BAIN CONSTRUCTIONS                                                                                                                                    TITLE:                                STATUS:

                                                                                                                                                    PTY LTD                                                                                     15 ROSS CRESCENT,                                     EARTHWORKS PLAN                       RFI RESPONSE
 © ABN 89 647 469 707
                                                                                                                                                                                                                                             SUNSHINE BEACH, QLD 4567                JARO BAULEKA
   75 NOOSA DRIVE                                                                                                                                                                                                                                                                      RPEQ: 2693
                             01               02/09/2022 RFI RESPONSE ISSUE                     JAC     MVP       JB           SCALE:
NOOSA HEADS, QLD 4567                                                                                                                                                                                                                                                                    CPEng
    +61 7 5211 1003          REV               DATE              DESCRIPTION                    DWN     CHK       APP
                                                                                                                                                                                    1:100                                                                                            DATE: 02/09/22
                                                                                                                                                                                                                                                                                                      DRAWING NUMBER:                       PROJECT NUMBER:                SHEET REV:
                                                                                                                                                                                                                                                                                                                                                                            SIZE:
RECORCONSULTING.COM                                                         REVISIONS
                                                                                                                                                                    DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                      020                                   20220072                       A1 01
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