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Approved Plans - MCU26/0003 (As Published)

of 6
         LEGEND
                                       EXISTING BATTER
                      12.0             EXISTING SURFACE CONTOURS
                                       EXISTING OVERHEAD ELECTRICAL
                                       EXISTING COMMS
                      12.0             PROPOSED SURFACE CONTOURS
                     SWD               PROPOSED STORM WATER PIPE
                                       PROPOSED CHANGE OF GRADE
                                       ROAD CENTRELINE




                                                                                                                                                                                                               206
                                                                                                                                                                                                              K6575                   150mm COMPACTED GRAVEL BASE TYPE 2.1. WEARING
                                                                                                                                                                                                                                                       SURFACE 2 COAT BITUMEN SEAL.




                                                                                                                                                                                                                                                                                      EXISTING FENCE TO BE REMOVED
                                                                                                                                                                                                                                                                                      WITHIN DRIVEWAY EXTENTS.
                                                                                                                                                                                                                                 66




                                                                                                                                                                                             16%
                                                                                                                                                                                                                                   .85




                                                                                                                                                                                       3
                                                                                                                                                                               .23 .32
                                                                                                                                                                                                                                             3




                                                                                                                                                                                    67
                                                                                                                                                                                                                                     66




                                                                                                                                                                                  1
                                                                                                                                                                                                                                       .73




                                                                                                                                                                                             16%
                                                                                                                                                                                                                                             6




                                                                                                                                                                             67
                                                                                                                                                                                                                                     66




                                                                                                                                                                                      5
                                                                                                                                                                                                                                        .6




                                                                                                                                                                                   .18
                                                                                                                                                                                                                                          85              ∅375 PRE-CAST HEADWALL




                                                                                                                                                                                 67
                                                                                                                                             EXTEND 1m PAST EDGE
                                                                                                                                             OF DRIVEWAY




                                                                                                                                                                                             3%
                                                                                                                                                                                                                                                           EXTEND 1m PAST EDGE     STONE PITCH OUTLET/INLET, MIN ∅200 ROCK IN
                                                                                                                                  ∅375 PRE-CAST HEADWALL                                                                                                   OF DRIVEWAY             ACCORDANCE WITH IPWEA STD DRG RS-056
                                                                                                                                                                                                                                                                                   REALIGN OUTLET TO EXISTING SWALE AND




                                                                                                                                                                                                                                                       8

                                                                                                                                                                                                                                                      3
                                                                                                                                                                                                                                                    .53
                                                                                                                                                                            0


                                                                                                                                                                                         5




                                                                                                                                                                                                                                                   .86
                                                                                                                                                                           .51


                                                                                                                                                                                      .18
                                                                                                                                                                                                                   ∅375 RCP CLASS3                                                 ENSURE FREE DRAINING




                                                                                                                                                                                                                                                  66
                                                                                                                                                                       66




                                                                                                                                                                                                                                                 65
                                                                                                                                                                                    67
                                                                                                                                                                                  SWD              SWD             SWD                    SWD
                                                                                                                                                                                                                   7.0m LENGTH - 5%
                                                                                STONE PITCH OUTLET/INLET, MIN ∅200 ROCK IN




                                                                                                                                                                                             3%
                                                                                ACCORDANCE WITH IPWEA STD DRG RS-056                                          R5
                                                                                REALIGN OUTLET TO EXISTING SWALE AND




                                                                                                                                                                                                                                                  66.50
                                                                                                                                                                                                                                                                   R5




                                                                                                                                                                                                    67.00
                                                                                ENSURE FREE DRAINING                                                          67.50



                                                                                                                                                                                                                                                                                              65
                                                                                                                                                                                                                                                                                                .94
                                                                                                                                                                                                                                                                                                   9
                                                                                                                                  3
                                                                                   0




                                                                                                                              .97




                                                                                                                                                                                                                         EXISTING EDGE OF BITUMEN.
                                                                                   69.




                                                                                                                                                                                                                                                                                               66
                                                                                                                             67
                                                                                                               5




                                                                                                                                                                                                                                                                                                   .0
                                                                                                               68.




                                                                                                                                         0




                                                                                                                                                                                                                                                           66
                                                                                                                                      68.




                                                                                                                                                                                                             67
                                                                                                                                                                      67




                                                                                                                                                                                                                                                             .5
                                                                                                                                                                                                              .0
                                                                                                                                                                      .5




                                                                                                                                                                                                       MIN 1.5m OF DRIVEWAY TO MATCH EXISTING
                                                                                                                                                                                                                            ROAD PAVEMENT OR
                                                                                                                                                                                                       150mm COMPACTED GRAVEL BASE TYPE 2.1.
                                                                                                                                                                                                        WEARING SURFACE 2 COAT BITUMEN SEAL.
                                                                                                                                             GRADY
                                                                                                                                             STREET




              NOTE:
               REFER TO IPWEA STD DWG RS-056 FOR STANDARD
               RURAL DRIVEWAY DETAILS                                                                                                                                                                                                                                                                                               NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                    APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                MCU26/0003 3 AUGUST 2026



                                                                   AMENDMENTS              DATE                    ISSUE     CONSULTANTS                                                                    CLIENT                                                PROJECT                                       DRAWING TITLE
                     1:50 A1 SHEET
                                                                                                                             TOWN PLANNER
Document Set ID: 25031856
                   24897631
                                            ©                                                                                SURVEYOR
Version: 1, Version Date: 04/08/2026
                          25/06/2026

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