Attachment 2 - Civil Engineering Plans

                                          AVOCET PDE CL




                                                                                                                                                          PROPERTY BDY
                                                                                                                                                                                                                                                           B99




                                                                                                                           VIP RL 8.811
                                                                                                                           VIP RL 8.787



                                                                                                                                           VIP RL 8.761
                                                                               VIP RL 8.56



                                                                                                       VIP RL 8.75
                                                                               VIP RL 8.6




                                                                                                                                                                                                   VIP RL 8.3
                                                                                                                                                                                                                                                           STANDARDS 2004 (AU_NZ)
                                                                                                                                                                                                                                                          (c) 2022 Transoft Solutions, Inc. All rights reserved.




                                                                                                                                                                                                                                                          Ground Clearance (units: m)
                                                                                                                                                                                                                                                           Part #    Front    Wheelbase                                              Rear
VERTICAL GEOMETRY GRADE (%)                                       -2.3%          -8.9% 12.5%                         2.5% 5% -5%                                                 -7.7%                             0%
                                                                                                                                                                                                                                                              #1      0.12        0.12                                               0.12
VERTICAL GEOMETRY LENGTH (m)                                       3.09           0.45 1.52                           1.5 0.48 1                                                  5.99                             7.16

DATUM RL = 3.700

FINISHED SURFACE LEVEL
                                                      8.671




                                                                              8.600
                                                                                       8.560


                                                                                                      8.750



                                                                                                                         8.787
                                                                                                                                 8.811

                                                                                                                                          8.761
                                                                                                                                                          8.754


                                                                                                                                                                         8.610




                                                                                                                                                                                                   8.300




                                                                                                                                                                                                                              8.300


                                                                                                                                                                                                                                           8.300
EXISTING SURFACE LEVEL
                                                                              8.600
                                                                                       8.631


                                                                                                      8.733



                                                                                                                         8.553
                                                                                                                                 8.506

                                                                                                                                          8.407
                                                                                                                                                          8.398


                                                                                                                                                                         8.502




                                                                                                                                                                                                   8.912




                                                                                                                                                                                                                              9.087


                                                                                                                                                                                                                                           9.122
CUT / FILL DEPTH
                                                                              -0.000
                                                                                       -0.071




                                                                                                                                                                                                   -0.612




                                                                                                                                                                                                                              -0.787


                                                                                                                                                                                                                                           -0.822
                                                                                                      0.017



                                                                                                                         0.234
                                                                                                                                 0.306

                                                                                                                                          0.354
                                                                                                                                                          0.356


                                                                                                                                                                         0.108



CONTROL LINE CHAINAGE




                                                                                                                                                                                                                                           21.189
                                                                              3.085
                                                                                       3.535


                                                                                                      5.053



                                                                                                                         6.553
                                                                                                                                 7.035

                                                                                                                                          8.035
                                                                                                                                                          8.128




                                                                                                                                                                                                   14.03
                                                                                                                                                                         10




                                                                                                                                                                                                                              20
                                                          0




A1 SCALE: H 1:100, V 1:100                                                                                   DRIVEWAY ACCESS




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

                                                                                                                                                                                                                                                                        PROPOSED RESIDENTIAL DEVELOPMENT
                                                                                                                                             PERMABUILD                                                                                                                TITLE:                                      STATUS:

                                                                                                                                                                                                  U 2 6 MARTIN STREET                                                                                              FOR APPROVAL - NOT FOR
  © ABN 89 647 469 707
                                                                                                                                                                                                PEREGIAN BEACH, QLD 4573                BEN PARRY                                                                  CONSTRUCTION
    75 NOOSA DRIVE                                                                                                                                                                                                                      RPEQ: 28084
                         01    27/09/22    ISSUE FOR APPROVAL                          BRP                BRP        SCALE:
 NOOSA HEADS, QLD 4567                                                                                                                                                                                                                    CPEng                        DRAWING NUMBER:                             PROJECT NUMBER:      SHEET REV:
     +61 7 5211 1003     REV    DATE                          DESCRIPTION              DWN      CHK         APP
                                                                                                                                                                                                                                       DATE: 27/09/2022                                                                                  SIZE:
 RECORCONSULTING.COM                                              REVISIONS
                                                                                                                                          DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                   20220116