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Generally in Accordance Plans OPW22/0260.01

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Plans and drawings

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313°12'40"                                                                                                                                                      307°59'10" W                                                                                                                            8197                                                                                                                SW                     314°51'10"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    8729                                                                                                                                                                                     RL 4.558                         W
                                                                                                                                                                                                                                                                                                                                                                                                                                               H.TH                                                      26571
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               W                                                                          W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         19161                                                                                                                                                                                                                                                                              29380                         SW
                                                                                          S                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            W
                    EXISTING WATER LINE                                                                                                                                                     S                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RL 4.689                                                                                S                                                               NEW DRIVEWAY CROSSOVER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CONCRETE DOWNTURN.                           S                                                                                                                                                                                                     TO CIVIL ENG. DOCS
                    EXISTING SEWER MANHOLE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   S                                                        REFER CIVIL ENG. DOCS                                                                                                                                                                                                                                                                                                                                                     S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S

                                                                                                                                                                                  S                                                                                          S
                    EXISTING SEWER LINE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           4.59
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           4.58
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PLANTER AND LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    MARKING UPDATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           18
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                                                                                                                                                                                                                                                                                                                                                                                   S                                                                                             HOFMANN DRIVE                                                                                                                                                                                               JJ Richards Rear Loader
                                                                                                                                                                                                                                                   4.88




                                                                                                                                                                                                                                                           5.06




                W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SW
                                                                                                      EXISTING ELETRICAL LINE                                                                                                                                                                                                                                                                                                                                                    1100
                                                       E




                                                                                                      EXISTING WATER LINE                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ABOLISHED EASEMENT LINE,                                                                                                                                                                                                                              DETENTION TANK ZONE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    REFER CIVIL ENG FOR EXTENT.                                                                                                                                                                                                                           DASHED. REFER CIVIL ENG.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DOCS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED NEW EASEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DASHED RED, REFER CIVIL ENG




    REV               DESCRIPTION                                                             AUTH CHK                   DATE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DRAWN                                            CHECKED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               14/04/2025 10:15:35 AM
                                                                                                                                               • These designs and plans are the copyright of MODE DESIGN                                                                               STATUS                                                                            NORTH                                              CLIENT                                                                                                                                                   BRISBANE                                                                      PROJECT                                                                                                                                                       DRAWING TITLE
     14 SITE PLAN UPDATE                                                                      AI   DK                   22.01.25                 Corp. Pty Ltd and cannot be reproduced without written                                                                                                                                                                                                                                                                                                                                                                               Plaza Level, Mosaic                                                                                                                                                                                                                                                                                                                                       AI, AD                                           AM
     15 CONSTRUCTION UPDATE                                                                   AI   DK                   10.03.25                 permission.
                                                                                                                                                                                                                                                                                        CONSTRUCTION                                                                                                                                                                                                                                                                                  826 Ann St                                                                    NOOSA APARTMENT                                                                                                                                               SITE PLAN                                                                                                     ISSUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                14/04/2025 10:15:35 AM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SCALE @ A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1 : 200
     16 ENTRY PATHWAY UPDATE                                                                  AI   DK                   02.04.25               • Verify all dimensions on site prior to commencement of work.                                                                                                                                                                                                                                                                                                                                                                         Fortitude Valley QLD 4006
                                                                                                                                               • DO NOT scale off these drawings.                                                                                                                                                                                                                                                                                                                                                                                                     T +61 7 3253 9900                                                                                                                                                                                                                                                                                                                                         PROJECT No                          STAGE        DRAWING No                                        REVISION
     17 ENTRY PATHWAY UPDATE                                                                  AI   DK                   08.04.25                                                                                                                                                                                                                                                                                                                                                                                                                                                      [email protected]
                                                                                                                                               • Report any discrepancies to the architect before carrying out any                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CD
     18 UPPER CARPARK UPDATE                                                                  AI   DK                   14.04.25
                                                                                                                                                 work.                                                                                                                                  0m             1     2           3          4             5                                                                                                                                                                                                                                   ABN: 65 112 807 931                                                           57 HOFMANN DRIVE, NOOSAVILLE                                                                                                                                                                                                                                                        20225                                                        AR-0010 18
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