Reference Dcouments RAL21-0009.02

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                                                                                                                                                                                                                                                                                                                                                                                  T




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                                                          S




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                              T
                                                                                                                                                                                                                     19.00 - START OF PASSING BAY




                                                                                                                                                                                                                                                                                                                                                                                                                                                          TREE
                                                                                                                                                                                                                                                                                                                                                                                  W
                                                                                                                                             31.00 - END OF PASSING BAY
                                                                                  EXISTING




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                                                                                                                                                                                                                                                                                                                                                                                                                                 ///




                                                          S




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                                                                                                                                                                                                                                                                                                             ///
                                                                                  SEWER MAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                   HAY S
                                                                                                                                                                                                                                                                                                                                                                                            ///

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LTD




                                                                                                                                                                                                                                                                                                                                                                                  W
                                                                                                                                                                                                                                                                                                                                                                                  T
                                                                     REINFORCED CONCRETE
                                                          S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                          ACCESS DRIVEWAY                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING EDGE                                                                                                                                           RPEQ 4928




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ///
                                                                                                                                                                                                                                                                                                                                                                    ///                     ///
                                                                                                                                                                                                                                                                                                                                   EXISTING                                                                        ///                                                                        OF BITUMEN                                                                                   OFF. 2C/82 PARKER STREET, MAROOCHYDORE                   PH 54 792 118




                                                                                                                         TC 34.500
                                                                                                                                                                                                                                                                                                                               ELECTRICITY                                                                                                                                                                                                                                                THIS DRAWING REMAINS THE PROPERTY OF




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                                                                                                                                                                                                                                                                                                                                                                                  T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ///
                                                                                                                                             30.00
                                                                                                                                                                                                                                                                                                                                PILLAR BOX                                                                                                                                                                                                                                                LINDSAY CONSULTING PTY LTD AND IS FOR




                                                                                                                                                                                                                                                                                                                                                                                                            -4.844
                                                                                                                                                                                                                     20.00




                                                                                                                                                                                                                                                                                                10.00




                                                                                                                                                                                                                                                                                                                                               0.00
                                                          S




                                                                                                                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            THE SOLE USE OF THE CLIENT. NO PART




                                                                                                                                                                                                                                                                                                                                                                                                                           ///
                                                                                                                                                                                   PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                    E                         E                                                                                                           MAY BE USED IN PART OR WHOLE WITHOUT
        /             /           /
                                                                                                                                                                                                                                                                                                                                                                                                                   E
                                                                      /           /              /




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                                                                                                              /             /            /                  /                 /
    /
                                                                                                                                                                                             /          /       /              /                        /          /              /         /
                  /                                                                                                                                                                                                                                                                                                                                                             2.0                                                                                               TBM 2
                                                                                                                                                                                                                                                                                                                                                                                                        6            ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                                  ACCESS DRIVEWAY




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                            /                                                                                                                                                                                                                                                                                                                                                                                                                                                     NAIL IN BITUMEN




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                                                                                                                                2.0
                                                                                                                                                                                                                                                                                                                                                                                                  ///

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RL 1.590
                                                                                                                                                                                                                                                                                                                                                                          ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ///
                                                                                                                                                                                                                                                            4.5m

                                                                                                                                                                                                                                                                       3.5m
                                                          S




                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                          40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CLIENT AND PROJECT DESCRIPTION
                                                                            .00




                                                                                                                                                                                                                                                                                                                                                         ///
                                                                                                3.9
                                      /




                                                                                                                                                                                                                                                                                                                                                                                                                                                                ///




                                                                                                                                                                                  6.5m
                                                                                                    m                                                                                                                                                                                                                                                                                                                                  ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                    ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            GJ GARDNER NOOSA
                                                          2.5




                                                                                                                                                                                                                                                                                                                                                                                      W
                                                                                                                                                                                                                                                                                                                                                                                                            ///




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                                                                                                   6
                                                                                                                                                                                                                                                                                                                                                                                      ///

                                                                                                R-                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED RESIDENTIAL




                                                                                                                                                                                                                                                                                                                                                            ///




                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                         S
                                         /




                                                                                                                                                                                                                                                                                                                                                                                                                                                          JOIN NEATLY AND                                                                                                                   DEVELOPMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                          SMOOTHLY TO                                                                                                                       4-6 HAY STREET,
                                      /




                                                                                                                                                                                                                                                                                                                                                                                      W
                                                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING BITUMEN
                                                      CT 43.920
                                                                                                                  PROPOSED 4.5m                                 3.0m                             6.0m               3.0m                                                                                                                                                                                                                                                                                                                                                                    TEWANTIN




                                                                                                                                                                                                                                                                                                                                                                                                                                         S
                                                      S




                                                                                                                  WIDE EASEMENT
                                                                                                                  FOR ACCESS AND                                                                                    PRELIMINARY
                                      /




                                                                                                                  SERVICES                                                                                             BUILDING
                                                                                                                                                                                  PASSING BAY                        FOOTPRINT                                                                                                                                                                                                                                                                                                                                                            DRAWING TITLE




                                                                                                                                                                                                                                                                                                                                                                                      W




                                                                                                                                                                                                                                                                                                                                                                                                                            S
                                      2.5
                                                     S
                                  /




                                                                                  3.5m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ACCESS DRIVEWAY




                                                                                                                                                                                                                                                                                                                                                      PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          AND STORMWATER
                                  /




                                                              50.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DRAINAGE DETAILS




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                                                    S




                                                                                                                                                                                                                                                                                                                       2.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                   PVC-U TRUNK
                                /




                                                                                                                                                                                                                                                                                                                                                                                                                                                   SEWER MAIN                                                                                                                             SCALES
            /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LEGEND




                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                           53.460




                                                                                                                                                                                                                                                                                                                                                                                      W
                                                   S




                                                                                  4.5m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING FEATURES                                                                                                    0                    5m       10m
                                                                                                                                                                                                                                                                                                    600x600                                                                                                                                    PROVIDE TURFED SWALE, AS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     OVERALL RP BOUNDARY
                                /




                                                                                                                                                                                                                                                                                                FIELD INLET                                                                                                                                    REQUIRED TO ENSURE FREE
                                  2.5




    600x600
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Orig. 1:250




                                                                                                                                                                                                                                                                                                                                                                                       S
                                                                                                                                                                                                                                                                                                                                                                                                                                               DRAINING OUTLET




                                                                                                                                                                                                                                                                                                                                                                                      W
FIELD INLET                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CADASTRAL EASEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SURVEYED RP BOUNDARY
                                /

                                                   S




                                                                                                                                                                                                                                                                                                                                           >               >                                 >                                                                                                                                                       CADASTRAL RP BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                                                                                                                                                                      W
                                                           58.700
                                /




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ROAD CENTRELINE
                                                                                                                                                                                                                                                                                                                                                                                                        GROUTED STONE PITCHING
                                                                                600x600                                                                                                                                                                                                                                                                                                                 AND ENERGY DISSIPATOR                                                                                                                        ROAD KERB & CHANNEL                  SURVEY DATUM
                                                   S




                                                                                                                                                                 PROPOSED INTER-ALLOTMENT
                                                                            FIELD INLET                                                                                                                                                                                                                                                                                                                 TO STORMWATER OUTLET
                                                                                                         PROPOSED                                        DRAINAGE WITHIN 1.5m WIDE EASEMENT                                                                                                                                                                                                                                                                                                           ///       ///              ///       ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EDGE OF BITUMEN




                                                                                                                                                                                                                                                                                                                                                                    S
                                                                                                        ALLOTMENT




                                                                                                                                                                                                                                                                                                                                                                                      W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       D                    D        STORMWATER                            .
            EXISTING                                                                                    BOUNDARY                                                              PRELIMINARY                                                                                                               UP

                                                                                                                                                                                 BUILDING                                                                                                                                                                                                                                                                                                                              W                         W   WATER RETICULATION
                                                    S
                                      PROPERTY BOUNDARY




SEWER MAIN                                                                                                                                                                     FOOTPRINT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ASSOCIATED CONSULTANTS




                                                                                                                                                                                                                                                                                                                                                   S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       S                    S        SEWER RETICULATION




                                                                                                                                                                                                                                                                                                                                                                                      W
                          70.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      E/OH                           OVERHEAD ELECTRICAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            REPRODUCED AND
                                                     S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       E                    E        UNDERGROUND ELECTRICAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            UPDATED FROM




                                                                                                                                                                                                                                                                                                                                               S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       T                    T        TELSTRA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CONTOUR CONSULTING




                                                                                                                                                                                                                                                                                                                                                                                      W
                                                                                                                                                                                                                                                                                                                         1.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CHANGE IN GRADE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ENGINEERS APPROVED
                                                     S




                                                                                                                                                                                                                                                                                                                                                                                                                           PVC-U WATER MAIN                                                                                                          BUILDING



                                                                                                                                                                                                                                                                                                                                           S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            /                /         /             FENCE                                  OPW DRAWINGS FOR




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RETAINING WALL                         PROJECT 3045 FOR OPW
                                                     S




                                                                                                        STORMWATER
                                                                                                           DRAINAGE                                                                                                                                                                                                                                                                                                                                                                                                          12                      NATURAL CONTOUR                        22/0218 APPROVED 31
                                                                                                                                                                                                                                                                                                             2.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     OVERLAND FLOW PATHS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            OCT 2022
                                /




                                                                                                                                                                                                                                                                                                                               >           >           >
                       80.00
                                                                                                                                                                                                                                                                                                                                       S




                                                                                                                                     /              /                     /              /          /       /          /                            /         /               /         /           /              /                                                                                                                                                                                 LEGEND
                                                                                                                                                                                                                                                                                                             1.5




                                                 /               /           /              /             /          /
                                                                                                                                                                                                                                                                                                             2.0




                      80.745                                                          2.5                                                                                                                                                                              2.0                                   1.5                                                                                                           PROVIDE TURFED SWALE, AS
                                                      S




                                                                                                                                                                          PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                      600x600                                                                                                                              REQUIRED TO ENSURE FREE                                                   PROPOSED FEATURES
                    600x600                                                                                         PROPOSED                                                                                                                                                      FIELD INLET                                                                                                                              DRAINING OUTLET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RP BOUNDARY
                                                                                                                                                                                                                                                                                                                                   S




                FIELD INLET                                                                                       STORMWATER                                                                                                                                                                                                       GROUTED STONE PITCHING
                                                                                                                     DRAINAGE                                                                                                                                                                                                      AND ENERGY DISSIPATOR                                                                                                                                                                                             RP EASEMENT                         REVISION LIST
                                                      S




                                                                                                                                                                                                                                                                                                                                   TO STORMWATER OUTLET                                                                                                                                                                                                                                  A ORIGINAL ISSUE                                                15/10/24
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ROAD CENTRELINE                     B OVERLAND FLOW PATHS ADDED                                     18/12/24
                                                                                                                                                                                                                                                                                                                             S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CONCRETE DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RETAINING WALL (MAX 1000mm HIGH)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >                >             >         DRAINAGE SWALE

-
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EARTHWORKS BATTERS
REFERENCE DOCUMENT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   STORMWATER DRAINAGE
    RAL21/0009.02                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          63                        DESIGN CONTOUR
   NOOSA COUNCIL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Computer File
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                240608OW.DWG
   22 JANUARY 2025                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   STORMWATER STRUCTURE NUMBER        DRAWING NUMBER                                                SHEET   REV.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 24-0608-C6            6      B