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Reference Document - RAL23/0013.02 - Part 2 (As Published)

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING CONTOURS (0.5m INTERVALS)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ENANT




                                                                                                                                                                                                                                                      EXIST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            N COV




                                                                                                                                                                                                                                                1:3
                                                                                                                                                                                                                                                                                                                     84                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED CONTOURS (0.5m INTERVALS)




                                                                                                                                                                                                                                                                                        1:3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ETATIO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             IDE VEG                                                                                                                                                                                                                                                                                                             EXISTING KERB & CHANNEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               10m W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING DRAINAGE




                                                                                                                                                                                                                                                                                                          85
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S                    EXISTING SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 A DAM CONTAINING NO MORE THAN 500m³ MAY BE                                                                                                 W                    EXISTING WATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 INSTALLED TO LOT 8 OUTSIDE OF THE COVENANT AREAS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED KERB & CHANNEL
                                                                                                                                                                                                                               600
                                                                                                                                                                                                                                                                                                                                                               601                                                                                                                                                                                                    8                                                                                                                                                                                                                                                                          PROPOSED STORMWATER DRAINAGE
                                                                                                                                                                                                                             SP324164                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       R                    PROPOSED ROOFWATER DRAINAGE




                                                                                                                                                                                                                                                                                                  SEDIMENT FOREBAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S                    PROPOSED SEWER
                                                                                                                                                                                                                                     ADDITIONAL                                                                                   1:4                         1:3                                                                                                                                                                                                                                                                         AN AREA OF SHALLOW CUT IS TO BE PROVIDED WITHIN THE FLOODPLAIN IN LOT 8,
                                                                                                                                                                                                                                   BIORETENTION                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             W                    PROPOSED WATER
                                                                                                                                                                                                                                        AREA                                                                                      TYP                                                                                                                                                                      PRE-DEVELOPED FLOOD EXTENT.                                                                                                    CLEAR OF THE VEGETATION COVENANTS, TO OFFSET THE LOSS OF FLOODPLAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           REFER STORMWATER MANAGEMENT PLAN                                                                                               STORAGE. REFER STORMWATER MANAGEMENT PLAN (BY OTHERS).                                                                                                                                                 PROPOSED TOP OF BATTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           (BY OTHERS)                                                                                                                                                                                                                                                                                                                           PROPOSED TOE OF BATTER
                                                                                                                  E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           H1.0                  PROPOSED RETAINING WALL HEIGHT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED ROAD PAVEMENT
                                                                                                                                                                                                                                                                                                            86
                                                                                                                  E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED CONCRETE PATHWAY
                                                                                                                              SC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED CONCRETE DRIVEWAY
                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED EARTHWORKS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1:2
                                                                                                                  W




                                                                                                                                                                      AUGMENTATION OF EXISTING                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CUT          FILL
                                                                                                                   E




                                                                                                                                                                      BIORETENTION/DETENTION BASIN & WEIR PER                                                                                                                                                                                                                                                                                                                                                                                                                                                                    STAGE 3 TOE OF BATTER
                                                                                                                          S




                                                                                                                                                                      STORMWATER MANAGEMENT PLAN (BY OTHERS)                                                                                                                                                         1:4
                                                                                                                                                                                                                                                                                                                                                                    NOM                                                                       1:2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BATTER SLOPE MANAGEMENT
                                                                                                                  E
                                                                                                                   W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 STAGE 2 TOE OF BATTER                                                                                                        < 1 : 4 SLOPES SHALL BE GRASSED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1 : 3 SLOPES SHALL BE PLANTED*
                                                                                                                          S




                                                                                                                                                                                                                                                   6                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1 : 2 SLOPES SHALL CONSIST OF LEVEL 1 FILL WITH PLANTING*
                                                                                                                  E




                                                                                                                                                                                                                                                SP324164                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      * PLANTING DETAILS TO BE DETERMINED DURING OPW PHASE
                                                                                                                      W




                                                                                                                                                                                    JOIN NEW FOOTPATH &
                                                                                                                                                                                    ROAD NEATLY TO EXISTING                                                           CONNECT TO EXISTING SEWER
                                                                                                                          S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          LOT 8
                                                                                                                  E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1:100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1:100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NOM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     NOM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1:3
                                                                                                                                                                                                       CT177.313




                                                                                                                                                                                                                                                                                                                                   CT204.384
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   BUILDING PLATFORM




                                                                                                                                                                                                                                                                                                                                                                                                          1:4
                                                                                                                                                                                                                                                                                                                                                                    TC211.65
                                                                                                                      W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1:3
                                                                                                                                                                                                                                                                                                            87




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         280
                                                                                                                                                                                                                       180

                                                                                                                                                                                                                                 183




                                                                                                                                                                                                                                                              190




                                                                                                                                                                                                                                                                                                  200
                                                                                                                          S




                                                                                                                                                                                                                                                                                                                                                            210




                                                                                                                                                                                                                                                                                                                                                                                                                                                            CT232.48
                                                                                                                  E




                                                                                                                                             87




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TC239.751
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1m WIDE DRAINAGE SWALE TO DIRECT FLOWS TO THE VEGETATION COVENANT




                                                                                                                                                                                                                                                                                                                                                                             3




                                                                                                                                                                                                                                                                                                                                                                                                                220
                                                                                                                      W




                                                                                                                                                                                                                                                                                                                                                                                                                                              230
                                                                                                                              E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             250




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       260




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    270




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         290


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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  310
                                                                                                                                                        E
                                                                                                                                                                                           E                       E               E                  E                 E                     E                               E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3
                                                                                                                                             S                             S                       S                                       S                      S                     S                                 S
                                                                                                                                                                                                                                                                                                                                                                         S
                                                                                                                                                                                                                                                                                                                                                                                                  S                                                                                                            W
                                                                                                                  E




                                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                          S




                                                                                                                                                                                                                                                                                                                                                                S                                                                     S
                                                                                                                      W




                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                             S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S                     S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EARTHWORKS TO BE WHOLLY WITHIN THE SUBJECT SITE (TYP)
                                                                                                                                                                                                                                                                              TYP TYP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2m WIDE CONCRETE PATH
                                                                                                                                                                                                                                                                         3%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1:3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            4
                                                                                                                                                                                                                                                                                                                                                                                 S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SC
                                                                                                                                                                                                                                                                         3%
                                                                                                                  E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SP179876
                                                                                                                          S
                                                                                                                      W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            D
                                                                                                                                                                                                                             S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SC
                                                                                                                                                                                                                                                                                                                                                                                             S



                                                                                                                                                                                                                                                                                                                                               H
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SK103
                                                                                                                  E




                                                                                                                                                                                                                                       W                      W                 W                                    W                                  W                               A                                                                           0.5%
                                                                                                                                                                                                                                                                                                                                                                                 W                                    S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               C                        RELOCATED D4-5 HAZARD BOARD FROM END OF EXISTING ROAD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SC
                                                                                                                                                                                                                                                                                                                                                                                      SK103
                                                                                                                          S




                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                                               W




                                                                                                                                                                                                                                                                                                                                                                                                      W
                                                                                                                      W




                                                                                                                                                                                                                                                                                                                                                                                                                              W                     S
                                                                                                                                                                                                                                                                                                                                                   W
                                                                                                                                                                                                                                                                                                                                                                                                                                          W                                     S                     S                  S             BS                         S                   S                                         S           S              S                     S           S                 S                                          SK103
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      H                                                                 R                                                                                                                            H
                                                                                                                                                                                                                                               TAKE UP & RELOCATE EXISTING D4-5                                                                                                                                                                             W                   W                     W             W                W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SK103                        W                    W                                          W          W           W                         W          W                  W                                                                        TERMINATE WATER MAIN FOR POTENTIAL FUTURE CONNECTION AS PER SEQ CODE
                                                                                                                  E




                                                                                                                                                                                                                                               HAZARD BOARD TO END OF NEW
                                                                                                                                                                                                                                               ROAD EXTENSION
                                                                                                                                                                                   W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  W        W                                                                                                                                                                                     W       W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               H0.0                     H1.5               H0.0
                                                                                                                          S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            E
                                                                                                                      W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               H0.0                     H1.0               H0.0         SK103
                                                                                                                                                                                                                                   CONNECT TO EXISTING WATER MAIN. EXISTING
                                                                                                                  E




                                                                                                                                                                                                                                                                                                                                                                                                                                  SEWER HCB (TYP)                                                              WATER PROPERTY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         R
                                                                                                                                                                                                                                   HYDRANT TO BE RETAINED. USE EXISTING TAPPING                                                                                                                                                                                                                                CONNECTION (TYP)                                                                                                                                                                                                                                                         4m WIDE CONCRETE DRIVEWAY AS PER NSC STD DRGS RS-049 & RS-050.
                                                                                                                                                                                                                                   BAND FOR NEW LOT 3 PROPERTY SERVICE.
                                                                                                                                  W                              W                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      REFER DRG SK102 FOR SWEPT PATH.
                                                                                                                          S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TURNING FACILITY.                                                                   1:2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     REFER DRG SK102 FOR SWEPT PATH.
                                                                                                                  E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         R
                                                                                                                                                                                                                                                             7
                                                                                                                                                                               W




                                                                                                                                                                                                                                                          SP324164
                                                                                                                                                                                                                                                                                                           88
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     NOOSA COUNCIL
                                                                                                                          S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                LOCAL ROAD PER NOOSA COUNCIL PLANNING SCHEME
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  REFERENCE DOCUMENT
                                                                                                                  E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                6m WIDE (K-K) : TYPE M1 K&C




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RAL23/0013.02 30 MAY 2025
                                                                                                                                                 PLACE

                                                                                                                                                                               W




                                                                                                                                                                                                                                                                                                                                                                                      1:100




                                                                                                                                                                                                                                                                                                                                                                                                                                                              1:100




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1:100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NOM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NOM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NOM
                                                                                                                                                                                                                                                                                                                                                                                                                                                              NOM
                                                                                                                                                                                                                                                                                                                                                                                      NOM
                                                                                                                          S
                                                                                                                  E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         R
                                                                                                                                                                               W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               6                                                                            7
                                                                                                                  E




                                                                                                                                                 MAJESTIC
                                                                                                                          S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         R
                                                                                                                                           88               88

                                                                                                                                                   S                           S
                                                                                                                                                                                                                                                                                                                                                       H0.0
                                                                                                                                                                                                                                                                                                                                                                                        2                                                                        3
                                                                                                                  E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       4



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          R

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               3m WIDE CONC. ACCESS FOR LOT 5
                                                                                                                                                                 E
                                                                                                                                                                               W




                                                                                                                                                                                                                                                                                                           89
                                                                                                                                       E                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3m WIDE CONCRETE DRIVEWAY AS
                                                                                                                          S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PER NSC STD DRGS RS-049 & RS-050




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          R
                                                                                                                                                            89                                                                                                                                                                                                                       INTERIM 1.5m STORMWATER EASEMENT (STAGE 1)
                                                                                                                                            89
                                                                                                                                                                                                                                                                                                                                                                                     TO BE EXTINGUISHED IN STAGE
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