Reference Documents - Preliminary Engineering Plans 132005.638.04

                                                                                                                                                                                                                                                                                                                         IT IS THE RESPONSIBILITY OF THE
                                                                                                                                                                                                                                                                                                                     CONTRACTOR TO CONTACT THE RELEVANT
                                                                                                                                                                                                                                                                                                                    AUTHORITIES TO CONFIRM THE LOCATION OF
                                                                                                                                                                                                                                                                                                                       ALL EXISTING SERVICES PRIOR TO THE
                                                                                                                                                                                                                                                                                                                         COMMENCEMENT OF EXCAVATION


                                                                                                                                                                                                                                                                                           BULK EARTHWORKS NOTES
                                                                                                                                                                                                                                                                                           1. STRIP ALL TOPSOIL CONTAINING ORGANIC MATTER TO A DEPTH OF
                                                                                                                                                                                                                                                                                           100mm AND SPOIL TO SUITABLE STOCKPILE AREA. REMOVE RUBBLE
                                                                                                                                                                                                                                                                                           MATERIAL, OVERSATURATED MATERIALS, ORGANIC MATTER AND
                                                                                                                                                                                                                                                                                           OTHER UNSUITABLE MATERIAL FROM THE SITE.
                                                                                                                                                                                                                                                                                           2. EARTHWORKS ON ALLOTMENTS SHALL BE CARRIED OUT IN
                                                                                                                                                                                                                                                                                           ACCORDANCE WITH AUSTRALIAN STANDARDS AS3798 - GUIDELINES
                                                                                                                                                                                                                                                                                           ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL
                                                                                                                                                                                                                                                                                           DEVELOPMENTS - COMPACTION TO 95% STANDARD (AS1289E1.1).
                                                                                                                                                                                                                                                                                           3. SIMILARLY, SUBGRADE COMPACTION TO 98% STANDARD
                                                                                                                                                                                                                                                                                           (AS1289E1.1). REMOVE ANY SOFT OR COMPRESSIBLE ZONES AND
                                                                                                                                                                                                                    SHEET C302                                                             REPLACE WITH SUITABLE MATERIAL.
                                                                                                                                                                                                                                                                                           4. SUPERVISION, INSPECTION & TESTING SHALL BE CARRIED OUT TO
                                                                                                                                                                                                                                                                                           LEVEL 1 STANDARD U.N.O. FREQUENCY OF COMPACTION TESTS ARE
                                                                                                                                                                                                                                                                                           AS FOLLOWS:

                                                                                                                                                                                                                                                                                                          LOCATION                             FREQUENCY
                                                                                                                                                                                    17                                                               16
                                                                                                                                                                                                                                                                                            FINISHED LEVEL OR ROAD SUBGRADE (IN
                                                                                                                                                                                                                                                                                                                                                   1 per 100 m
                                                                                                                                                                                                                                                                                            CUT OR FILL)
                                                                                                                                                                                                                                                                                            ALLOTMENT FILL WHERE DEPTH 300 - 500mm                  1 per LOT
                                                                                                                         SHEET C301                                                                                                                                                         ALLOTMENT FILL WHERE DEPTH > 500mm                 1 per LOT/500mm
                                                                                                                                                                                    16
                                                                                                                                                                                                                                                                                            LEVEL OF INSPECTION FOR ALLOTMENT FILL                   LEVEL 1
                                                                                                                                                                                                               16
                                                                                                                                                                                                                                                                                           5. QUALITY TESTS OF IMPORTED MATERIAL ARE REQUIRED AT A RATE
                                                                                                                                                                                                                                                                                           OF 1 TEST PER 400 cu m OR PART THEREOF.




                                                                                                                                                                               16
                                                                                                                                                                                                                                                     15
                                                                                                                                                                                                                                                                                           6. IMPORTED FILL MATERIAL SHALL BE LOW PLASTICITY GRANULAR
                                                                                                                                                                                                                                                                                           FILLING. PLACE FILL TO THE BUILDING PLATFORM AREAS IN LAYERS
                                                                                                                                                                                                                                                                                           OF LOOSE THICKNESS APPROPRIATE TO THE TYPE OF MACHINERY
                                                                                                                                                                                                                                                          15
                                                                                                                                                                                                                                                                                           BEING USED AND NOT GREATER THAN 250mm. ANY UNSUITABLE
                                                                                            16                                                                                                                                                                                             MATERIAL SHALL BE IDENTIFIED, REMOVE AND REPLACE AS
                                                                                                                                                                                     15
                                                                                                                                                                                                                                                                                           SPECIFIED.
                                                                                    16
                                                                                                                                                                                                                                                                                           7. ALL TESTING OF EARTHWORKS SHALL BE CARRIED OUT AT THE
                                 16




                                                                                                                                                                                                                                                                                           CONTRACTORS EXPENSE UNLESS NOTED OTHERWISE.

                                                                                                                                                                                                                                                                                           STOCKPILE NOTE
                                                           16
                                                                                                                                                                                                                                                                                           1. STOCKPILES OF CONSTRUCTION AND LANDSCAPING MATERIALS,
                                                                                                                                                                                                                                                                                           AND OTHER SITE DEBRIS, SHALL BE LOCATED CLEAR FROM ANY
                                                                                                                                                                                                                                                                                           POSITION FROM WHICH IT COULD BE WASHED ONTO ANY FOOTPATH,




                                                                                                                                                                                    15
                                                                                                                                                                                                                                             15                                            NATURE STRIP, ROADWAY, OR INTO ANY DRAIN OR WATERCOURSE.
                                                                           16




                                                                                                                                                                                                                                                                                           APPROXIMATE CUT/FILL VOLUMES
                                                           15                                                                                                                                                                                                                              1. INCLUDES ALL QUANTITIES BETWEEN EXISTING (LESS 150) AND
                                                                                                                                                                                                                                                                                           FINISHED SURFACES (LESS 150). PAVING BOXING QUANTITY (300 DEEP)
                                                                                                                                                                                                                                                                                           NOT INCLUDED.
                                                                                                                               16


                                                                                                                                                                                                                                                                                           TOTAL CUT                                            XXX.XXXm3

                                                                15
                                                                                                                                                                                                                                                                                           TOTAL FILL                                           XXX.XXXm3


                                                                                                                                                                                                                                                                                           BULK EARTHWORKS LEGEND (100mm INC.)
                                                                                                 14
                                                                                                                                    15
                                                                                                                                                                                                                                                                                                                                              CUT                FILL

                                                                                                                                                                                                                                                                                           PROPOSED EARTHWORKS 0.00 - 0.10m
                                                                                                                                         14




                                                                                                                                                                                                                                                                                           PROPOSED EARTHWORKS 0.10 - 0.20m

                                                                                                                                                                                                                                                                                           PROPOSED EARTHWORKS 0.20 - 0.30m

                                                                                                                                                                                                                                                                                           PROPOSED EARTHWORKS 0.30 - 0.40m

                                                                                                                                                                                                                                                                                           PROPOSED EARTHWORKS 0.40 - 0.50m

                                                                                                                                                                                                                                                                                           PROPOSED EARTHWORKS 0.50 - 0.60m

                                                                                                                                                                                                                                                                                           PROPOSED EARTHWORKS > 0.60m
                                                                                                                                                                    15




                                                                                                                                                                                                                                                                                           EXISTING CONTOURS                                               3.0

                                                                                                                                                                                                                                                                                           DESIGN CONTOURS                                                 3.0




                                                                                                                                                                                                                                                                                                                    SCALE 1:500 (A1) - 1:1000 (A3)


                                                                                                                                                                                                                                                                                                                    Check all dimensions before commencement of work.
                                                                                                                                                                                                                                                                                                                    Check Site boundary dimensions from the Title plans
                                                                                                                                                                                                                                                                                                                    Check Building Boundary clearances by set out.
                                                                                                                                                                                                                                                                                                                    Notwithstanding the information supplied on this drawing,
                                                                                                                                                                                                                                                                                                                    the location, depth and extent of underground or overhead
                                                                                                                                                                                                                                                                                                                    services are to be confirmed and protected on site by the
                                                                                                                                                                                                                                                                                                                    contractor prior to commencement of works.

                                                                                                                                              Approved
        Checked -    CJT                                                                                                                                                                         Drawing title -                 Project -   DOONAN WASTE TRANSFER       Site -                                   Project No.     244035       Sheet No.             C300
        Design -    JIC        Drawn -    JIC
                                                                                                                                                                                                 BULK EARTHWORKS OVERVIEW                    STATION - TRAFFIC CONCEPT   561 EUMUNDI-NOOSA ROAD,                  Digital Ref :   C300 BULK EARTHWORKS     Issue :        B
        Scales -    AS SHOWN                               B    20/12/24   PRELIMINARY                             JIC                        COVEY ASSOCIATES PTY LTD   124 DUPORTH AVENUE                                      Client -
                                                                                                                                                                                                                                             NOOSA SHIRE COUNCIL         DOONAN                                     This Document is copyright and shall not be copied
                                                           A    28/11/24   PRELIMINARY                             JIC
                                                                                                                                              ABN 59 137 305 992         PO BOX 16                                                                                                                                  without written approval, nor shall it be used except
        Document Stage -       PRELIMINARY                                                                                                    (07) 5443 7777             MAROOCHYDORE QLD 4558                                                                                                                      for the Development and the Site Specified.
                                                          Issue Date                     Description              By                          [email protected]
               c:\12dS\data\12DSERVER\244035_3605\Design (Covey)\Drawings - Concept Design\Uncontrolled\C300 BULK EARTHWORKS.dwg                                                                                                                                                                                  Plot 24 February 2025 - 11:31 AM
Document Set ID: 23617068
Version: 1, Version Date: 05/03/2025