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19553-C1000_[B]-DG-CLC_[B] Civil Engineering Drawings

Attached to the e-mail 19553 - 125 Lake Macdonald Drive - Response to information request - OPW20/0051 - Email 1 of 2.

of 27

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Original PDF page 16, section 1. The text section number identifies this passage in the reader.

                                                                                                                  Gravel
                                                                                                       driveway




                                                                                                                                               2-A
                                                                                                                                             0.0502
                                                                                                                             1-A
                                                                                                                           0.1314


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING MOUND TO BE LEVELLED


                                                                                                                                                                                                                                                                                                                                           EXISTING DEPRESSIONS                                                                                                               1-B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.3649
                                                                                                                                                                                                    EXTEND DAM
                                                                                                                                                                                                  (DEPTH 1.0-1.5m)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3-B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0.1444
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2-B
                                                                                                                                                                                                                              EXISTING DAM                                                                                                                                                                                                                                 0.1277
                                                                                                                                                                                                                             TO BE RETAINED




                                                                                                                                                                                                                                                                                                                                                            EXISTING
                                                                                                                                                                                                                                                                                                                                                           DAM TO BE
                                                                                                                                                                                                                                                                                                                                                           RETAINED




                                                                                                                                                                                                                                                EXISTING WATERHOLE                                                                                                                                                       1-X9
                                                                                                                                                                                                                                                   TO BE RETAINED                                                                                                                                                       2.0704




                                                                                                                                                                                                                                                                                   TENTS
                                                                                                                                                                                                                                                                                Q100 EX




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2-C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0.5550
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            00
                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING DAM                                                                                                                                                                                      Q1
                                                                                                                                                                                                                                                                                                                                                                                                        TO BE FILLED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6
                                                                                                                                                                                                                                                                                                                                                                                                                          2-X2                                                                                   74
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0.1




                                                                                                                                                                                                                                                                                                                                                                                  SF
                                                                                                                                                                                                                                                                                                                                                                                                                         0.8420
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1-C




                                                                                                                                                                                                                                                                                                                                                                                                                 1-X3
                                                                                                                                                                                                                                                                                                                                                                                                                0.0997
                                                                                                                                                                                                                                                                                                                                                                                                                                          Edge of Bitumen



                                                                                                                                                                                                                                                                                                                                                                                                                                           Linemarking
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1-X2
                                                                                                                                                                                                                                                                                                                                                                                                                                       C/L Linemarking




                                                                                                                                                                                                                                                                                                                                                                                                                                   Linemarking
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0.3382
                                                                                                                                                                                                                                                                                                                                                                                                                                   Edge of Bitumen




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Gravel
                                                                                                                                                                                                                                                                                                                                                                                                                                                            driveway
J:\2019\19553sd2_Lake_MacDonald_Drive_Subdivision\4.CADD\#ACAD\19553_CIVIL.dwg




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Grave
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         l drivew
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ay




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Bitumen
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Driveway




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Gravel
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 drivewa
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           y
                                                                                 COPYRIGHT ©                                                                                       Associated Consultants                        Client                                                                                       Drawn             Verified               Project                                                                                                 Drawing Title                                                                                                             Scale                 Sheet Size
                                                                                                                                                                                                                                                                                                                              LD                DR
                                                                                 This drawing is subject to
                                                                                 copyright in accordance with
                                                                                                                                                                                                   PLANNER
                                                                                                                                                                                                   Pivotal Perspective Pty Ltd
                                                                                                                                                                                                                                 TEATREE PROPERTY PTY LTD                                                                                                              LAKE MACDONALD DRIVE                                                                                    DRAINAGE CATCHMENT PLAN                                                                                                           1:1000          A1
                                                                                 the agreement between TOD                                                                                                                                                                                                                    Designed          Verified
                                                                                 Consulting Pty Ltd (tc) and tc's                                                                                  Jack Lewis                                                                                                                 LD                DR                     RURAL RESIDENTIAL SUBDIVISION                                                                                                                                                                                                     Drawing Number
                                                                                 client. This drawing shall only                                                                                   0406 334 227
                                                                                 be used for this specific project.                                                                                                                                                                                                           Approved          RPEQ No                RP DESCRIPTION    8RP160703 : 2RP852009 : 3RP137375 : 140MCH978 : 101SP142407                                                                                                                                                             19553-DG-CAT
                                                                                 This drawing shall not be used                                                                                                                                                      Noosa: 07 5449 9600       Sunshine Coast: 07 5329 3190   D REYNOLDS        9072                   LOCAL AUTHORITY   NOOSA SHIRE COUNCIL
                                                                                                                           B     20.07.20   INFORMATION REQUEST RESPONSE    JF                                                                                                                                                                                         MCU APPROVAL      -                         HORIZ DATUM GDA94 / MGA Z56                                                    0      10     20        30     40      50                                    60                        Sheet                  Revision
                                                                                 for construction until marked as                                                                                                                                                               PO Box 61, Noosaville, QLD 4566               Signed
                                                                                                                            A    24.03.20   OPW SUBMISSION                  LD                                                                                       [email protected]     www.todconsulting.com                                             ROL APPROVAL      RAL 19/0018               VERT DATUM     AHD
                                                                                 'Issued For Construction' in the
                                                                                 revision description.                     Rev     Date     Revision Description           Drawn                                                                                                     ABN 39 128 805 336                                                     20.07.20   OPW APPROVAL                                RL DATUM                                                                              MEASUREMENT BAR - INCREMENTS IN mm                                                                      16 of 17         B
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