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240608Opw-b

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                                                                                                                                                                                                                                                                                                                                                                                                                                               ///
                                                      S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S
                                                                                                                                                                                                                                                                                                                                                                                                                                         ///




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                          T
                                                                                                                                                                                                                 19.00 - START OF PASSING BAY




                                                                                                                                                                                                                                                                                                                                                                                                                                                      TREE
                                                                                                                                                                                                                                                                                                                                                                              W
                                                                                                                                         31.00 - END OF PASSING BAY
                                                                              EXISTING




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                                                                                                                                                                                                                                                                                                                                                                                                                             ///




                                                      S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         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




                                                                                                                                                                                                                                                                                                                                                                              W
                                                                                                                                                                                                                                                                                                                                                                              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
                                                                  /           /              /




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




                                                                                                                                                                                                                                                                                                                                                                                  W
                        /                                                                                                                                                                                                                                                                                                                                                                                                                                                     NAIL IN BITUMEN




                                                                                                                                                                                                                                                                                                                                                                                  T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            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
                                                                                                                                                                                                                                                                                                                                                                                                        ///




                                                                                                                                                                                                                                                                                                                                                                                  T
                                                                                               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




                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                                                  W
                                                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




                                                                                                                                                                                                                                                                                                                                                                                  W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 STORMWATER DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       63                        DESIGN CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Computer File
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            240608OW.DWG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 STORMWATER STRUCTURE NUMBER        DRAWING NUMBER                                                SHEET   REV.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             24-0608-C6            6      B
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