21513-C000 to C001_20210727

                                                                                                                                                                                                                                                                                                                                 LOT 7
                                                                                                                                                                                                                                                      EXTENTS OF EARTHWORKS
                                                                                                                                                                                                                                                      TIE IN NEATLY TO EXISTING SURFACE                                         RP810777




                                                                                                                                                                                                                                                                                                                       PR
                                                                                                                                                                                                                                                                                                                         OP
                                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                                                                                                                           RT
                                                                                                                                                                                                                                                                                                                             YB
                                                                                                                                                                                                                                                                                                                                OU
                                                                                                                                                                                                                                                                                                                                   ND
                                                                                                                                                                                                                                                                                                                                    RYA
                                                                                                                                                                                                                                                                                                                                                                                                                                                    16




                                                                                                                                                                                                                                                                                                                                                                                                                                             17
                                                                                                                                                                                                                                       2.5




                                                                                                                                                                                                                                                                  5.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            15




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  16



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          17
                                                                                                                                                                                                                                             SP

                                                                                                                                                                                                                                               RO HRO
                                                                                                                                                                                                                                                ILL
                                                                                                                                                                                16




                                                                                                                                                                                                                                                   CK UG
                                                                                                                                                                                                                                                    T

                                                                                                                                                                                                                                                        H




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      OP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         E RT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             YB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OU
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  AR
                                                                                                                         TOP OF DAM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Y
                                                                                                                                                              17




                                                                                                                         APPROX RL 17.0




                                                                                                                                                                                                                    08
                                                                                                                                                                                                                14.0                                                                                                                                                                     LOT 6
                                                                                                                                                                                                                BOTTOM OF DAM
                                                                                                                                                                                                                                                                                                                                                                                        RP810777
                                                                                                                                                                                                                APPROX RL 14.5
                                                                                                                                                                                                         23.2
                                                                                                                                                                                                          59




                                                                                                                                                     1m WIDE (MIN)
                                                                                                                                                                                                                                        15




                                                                                                                                                     GRASS STRIP
                                                                                                                                                                                                                                                                                                                                                                                         SPOIL TO BE RELOCATED
                                                                                                                                                                                                                                                                                                                                                                                         TO THE LOW SIDE OF THE LOT
                                                                                                                                                                                                                                                 16




                                                                                                                                                                                                                                                             17




                                                                                                             LOT 6
                                                                                                            RP810777




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            60.
                                                                                                                                                                                                                                                                                                                                                                                                  INDICATIVE EXTENTS BASED ON 1:2 BATTERS




                                                                                                                                                                                5m
                                                                                                                                                 0        1        2   3   4
                                                                                                                                                                                                  GENERAL ARRANGEMENT
                                                                                                                                                                                                                            1:100
                                                                                                                                                                                                                                                                                                                                                                       EARTHWORKS MOUND TO BE HYDROMULCHED




                                                                                                                                          1m WIDE (MIN)
                                                                                                                                          GRASS STRIP                                                                                                                                        APPROX EARTHWORKS                                                                                                                                                                     DA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 UN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Y   BO
                                                                                                                                                                                                                                                                                             CUT = 510m    3
                                                                                                                                                                                                                                                                                                                                                                     EROSION AND SEDIMENT CONTROL FENCE                                                            E RT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                OP
                                                                                                                                                                                                                                                                                                                                                                                                                                                              PR

                                                                                                   TIE IN NEATLY TO EXISTING SURFACE                                                                                     NATURAL SURFACE
                                                                                                                                                                                                                                                                                  TIE IN NEATLY TO EXISTING SURFACE




                                                                                                                                  TOP OF DAM                                                                                                                            TOP OF DAM
                                                                                                                                  APPROX RL 17.0                                                                                                                        APPROX RL 17.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LOT 7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RP810777
                                                                                                                                                                                                                                     BOTTOM OF DAM
                                                                                                                                                                                                                                     APPROX RL 14.5
J:\2021\21513ID1_32 Campbells Rd, Cootharaba\4.CADD\#ACAD\21513_CIVIL.dwg




                                                                                                                                                                                5m
                                                                                                                                                 0        1        2   3   4
                                                                                                                                                                                                     TYPICAL DAM SECTION                                                                                                                                                                  0              4             8   12 m
                                                                                                                                                                                                                                                                                                                                                                                                                                            EARTHWORKS, EROSION AND SEDIMENT CONTROL
                                                                                                                                                                                                                            1:100                                                                                                                                                                                                                                                              1:100


                                                                            COPYRIGHT ©                                                                                                Associated Consultants                       Client                                                                                                               Drawn               Verified                        Project                                                                             Drawing Title                                                                           Scale            Sheet Size
                                                                                                                                                                                                                                                                                                                                                         AR                  BD
                                                                            This drawing is subject to
                                                                            copyright in accordance with                                                                                                                            TERRY ALLAN JOHNSON                                                                                                                                                      32 CAMPBELLS RD, COOTHARABA                                                         GENERAL ARRANGMENT,                                                                      AS SHOWN            A1
                                                                            the agreement between TOD                                                                                                                                                                                                                                                    Designed            Verified
                                                                            Consulting Pty Ltd (tc) and tc's                                                                                                                                                                                                                                             AR                  BD                              DAM DESIGN                                                                          SECTIONS & DETAILS                                                                      Drawing Number
                                                                            client. This drawing shall only
                                                                            be used for this specific project.                                                                                                                                                                                                                                           Approved            RPEQ No                         RP DESCRIPTION       LOT 6 RP810777                                                                                                                                                 21513-C001
                                                                            This drawing shall not be used                                                                                                                                                                                      Noosa: 07 5449 9600       Sunshine Coast: 07 5329 3190   B. DOWNES           14873                           LOCAL AUTHORITY      NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                             MCU APPROVAL         -                   HORIZ DATUM GDA94 Z56                                            0         10   20    30    40     50      60                      Sheet             Revision
                                                                            for construction until marked as                                                                                                                                                                                               PO Box 61, Noosaville, QLD 4566               Signed
                                                                                                                  A    27.07.21   FOR OPW APPROVAL                              AR                                                                                                              [email protected]     www.todconsulting.com                                                        ROL APPROVAL         -                   VERT DATUM AHD
                                                                            'Issued For Construction' in the
                                                                            revision description.                Rev    Date      Revision Description                         Drawn                                                                                                                            ABN 39 128 805 336                                                            27.07.21       OPW APPROVAL         -                   RL DATUM    NA                                                        MEASUREMENT BAR - INCREMENTS IN mm                                   2 of 2       A