Reference Documents - Preliminary Engineering Plans 132005.638.04

                                                                                         JOINS SHEET C202                                                                                                                                                                                                                    JOINS SHEET C201
                                                                                                                                                                                                                                                                                                                                                                                                                                      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

                                                                                                                                                                                                                                                                                                                                                                                                                                                  JOINS SHEET C202




                                                                                                                                                                                                                             CLEANWATER DRAIN
                                                                                                                                                                                                                 OFFSITE STORMWATER AND TREATED INTERNAL                                                                                                                                                  6 / 2100 x 1500 REINFORCED
                                                                                                                                                                                                                           STORMWATER RUN-OFF                                                                                                                                                             CONCRETE BOX CULVERTS
                                                                                                                                                                                                                                                                                                                                                                                                          [USIL 12.25, DSIL 12.20]




                                                                                                                                                                                          20.0




                                                                                                                                                                                                                           3.5
                                                                                                                                                                                                             IDGE
                                                                                                                                                                                           ING W   EIGHBR                                              9.6 m x 3.0 m WEIGHBRIDGE
                                                                                                                                                                                     OUTGO                                                             GATEHOUSE BUILDING
                                                                                                                                                                              PUBLIC

                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                                      HBRIDG
                                                                                                                                                                                                                               G WEIG
                                                                                                                                                                                                                     INCOMIN
                                                                                                                                                                                                            PUBLIC




                                                                                                                                                                                             3.5
                                                                                                                                3.5
                                                                                                                                                                                                                               20.0




                                                                                                                                 3.5
                                                                                                                                                                                                                                    ALL PUBLIC VEHICLES TO
                                                                                                                                                                                                                                   ACCESS AND EXIT WASTE
                                                                                                                                                                                 PROVISION FOR AT SOURCE                         RESOURCE RECOVERY STATION
                                                                                                                                                                                 WATER QUALITY TREATMENT                               VIA WEIGHBRIDGE
                                                                                                                                                                                 DEVICE (BIO-POD OR SIMILAR)

                                                                                                                                                                                                                                                                                                                                                                   3.5    3.5




                                                                                                                                                                                                                                                                                   PROVISION FOR AT SOURCE
                                                                                                                                                                                                                     RRA PAD BY                                                    WATER QUALITY TREATMENT
                                                                                                                                                                                                                                                                                   DEVICE (BIO-POD OR SIMILAR)                                                                      3.5
                                                                                                                                                                                                                      OTHERS




                                                                                                                                                                                                                                                                                                                                                                                     GE
                                                                                                                                                                                                                                                                                                                 9.6 m x 3.0 m WEIGHBRIDGE




                                                                                                                                                                                                                                                                                                                                                                           PRIVATE INCOMING WEIGHBRID
                                                                                                                                                                                                                                                                                                                 GATEHOUSE BUILDING


                                                                                                                                                                                                                                                                                                                                             3.5




                                                                                                                                                                                                                                                                                                                                                                                                        20.0
                                                                                                                                                                                                                                                                                                                                                              GE
                                                                                                                                                                                                                                                                                                                                    PRIVATE OUTGOING WEIGHBRID
                                                                                                                                                                                                                                                                                        WEIGHBRIDGE FOR WASTE




                                                                                                                                                                                                                                                                                                                             20.0
                                                                                                                                                                                                                                                                                         ACCOUNT CUSTOMERS




                                                                                                                                                                                                                                                                                                                                                                                                                                          JOINS SHEET C204
                                                                                                                                                                                                                                                                                                                                                                                                                                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,
                                                                                                                                                                                                                                                                                                                                                                     SCALE 1:250 (A1) - 1:500 (A3)                              the location, depth and extent of underground or overhead
                                                                                                                                                                                                                                                                                                                                                                                                                                services are to be confirmed and protected on site by the
                                                                                                                                                                                                                JOINS SHEET C204                                                                                                                                                                                                contractor prior to commencement of works.

                                                                                                                                       Approved
        Checked -    CJT                                                                                                                                                                  Drawing title -                                                    Project -   DOONAN RESOURCE                            Site -                                                                                                     Project No.     244035       Sheet No.             C203
        Design -    CJT        Drawn -     CJT
                                                                                                                                                                                          GENERAL ARRANGEMENT SHEET 3                                                    RECOVERY REDEVELOPMENT                     561 EUMUNDI-NOOSA ROAD,                                                                                    Digital Ref :   C200 SITE LAYOUTS        Issue :       A
        Scales -    AS SHOWN                                                                                                           COVEY ASSOCIATES PTY LTD   124 DUPORTH AVENUE                                                                         Client -
                                                                                                                                                                                                                                                                         NOOSA SHIRE COUNCIL                        DOONAN                                                                                                      This Document is copyright and shall not be copied
                                                            A   13.02.2025   PRELIMINARY ISSUE                       CJT
                                                                                                                                       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\C200 SITE LAYOUTS.dwg                                                                                                                                                                                                                                                                                                 Plot 24 February 2025 - 11:31 AM
Document Set ID: 23617068
Version: 1, Version Date: 05/03/2025