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SUPERSEDED - Approved Plans OPW22-0218

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                    EARTHWORKS QUANTITIES
                                                                                                                                                                                                                                                                                                                                                                                                                     NOOSA COUNCIL




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                    TOPSOIL STRIPPING:                                            187m
                                                                                                                                                                                                                                                                                                                                                                                                                     APPROVED PLAN




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                    EARTHWORKS CUT:                                               5m

                                                                                                                                                                                                                                                                                                                                                                                                                  OPW22/0218 31 OCT 2022




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                    FILL REQUIRED:                                                768m                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ///

                    IMPORT:                                                       763m




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                                                                                                                                                                                                                                                                                                                                 EXISTING




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                    NOTES:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                HAY STREET
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                     1. ALL VOLUMES INDICATED ARE SOLID VOLUMES.                                                                                                                                                                                                                                                         SEWER MAIN




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                     2. ASSUMED SITE STRIP AT 100mm THICK.




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                     3. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING EDGE




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                        LEVELS AFTER "SITE STRIP" AND EARTHWORKS / SUBGRADE                                                                                                                                                                                                                                                                                                                                                                                                                                      A                                                                                                                                        OF BITUMEN
                        LEVEL.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                006                                  PROPOSED CONCRETE SLEEPER
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                                                                                                                                                                                                                                                                                                                 PROPOSED 3m                                                                                                                                                                                                                           RETAINING (MAX 300mm HIGH)




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING
O.Nail in Kerb                                                                                                                                                                                                                                                                                                    WIDE SEWER




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ELECTRICITY
RL 5.095




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                                                                                                                                                                                                                                                                                                                   EASEMENT
                                                                              /          /                      /         /                         /                         /                  /             /            /            /           /              /            /               /           /           /              /                    /                                 /             /                                                                                                             PROPERTY BOUNDARY                                                                                                       PILLAR BOX
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          D                                                                                                                                                                                                                                                                                                          /              /                                                                                                                                                                                                                                                                                                                                                                     2.0                     6          ///




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        E/O                                                                                                                                                                                                                                                                                                                                     /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ACCESS DRIVEWAY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.0
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                                                                                                                                                                                                                                                                                                                  PROPOSED                                                                                                          2.5




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                                E/O                                                                                                                                                                                                                                                                              ALLOTMENT




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                                      H                                                                                                                                                                                                                                                                                                                                                            TOW 2.85                                                                                TOW 2.77
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                                                                                                                                                                                                                                                                                                                 BOUNDARY                                                                                                                                                                                                                                                                                                                                                                                                                                        ///




                                                                                                                                                                                                                                                                                                                                                                                  2.5
                                                                                          T10




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                                                                                                                                                                                                                                                                                                                                                                                                   BOW 2.56




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BOW 2.48                                                                                                                                                                                                             ///
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                                                                                                                                                                                                                                                                                                                                                                         /
                                                       E/O




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TOW 2.63
              WARD STREET




                                                           H                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TOW 2.50                                      FSL 2.11
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BOW 2.37
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BOW 2.17




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TOW 2.73                                TOW 2.67
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                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED 4.5m
                                                                                                                                                                                                                                                                                                                                                                                                                                              WIDE EASEMENT                                           BOW 2.53                                BOW 2.47




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                                                                                                                                                                                                                                                                                                                                                                                                                                              FOR ACCESS AND                                                                                                                                                                                                   5.35m




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                                                                                                                                                                                                                                                                                                                                                                                                                                              SERVICES
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                                                                                                                                                                                                                                                                                                                                                                        2.5
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RETAINING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WALL




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                            D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1% MIN FALL
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.5
                                                                                         T10




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BUILDING TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BE REMOVED




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                                                                                                                                                                                                                                                                                                                                                                    2.5
                                                                                                                                                                                                                                                                                                                                                    PROPERTY BOUNDARY
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                            D




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                                                                                                                                                                                                                                                                                                                                                                                                   FSL 2.68                                                                                                                                                                                                                                                          >            >                                    >




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                                                                                                                                                                                                                                                                                                                                                                                                                 TOW 2.73                                                                                                 TOW 2.70                                                                                    TOW 2.50
                                                                                                                                                                                                                                                                                                                                                                                                                 BOW 2.34                                                                                                 BOW 2.29                                  PROPOSED                                          BOW 1.75




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ALLOTMENT




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                 LEGEND                                                                                                                                             LEGEND                                                                                                                                                                                                                                                                                                                                                                                          BOUNDARY




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                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING
                 EXISTING FEATURES                                                                                                                                  PROPOSED FEATURES                                                                                                                                        EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                 BUILDING TO                                     PROPOSED COMMON




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                                                                                  OVERALL RP BOUNDARY                                                                                                                                                                                                                                                                                                                            BE REMOVED                                      RETAINING WALL WITHIN
                                                                                                                                                                                                                                    RP BOUNDARY                                                                      SEWER MAIN




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EASEMENT (REFER




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                                                                                  CADASTRAL EASEMENT                                                                                                                                RP EASEMENT                                                                                                                                                                                                                                  DETAIL DWG 3045-006)
                                                                                  SURVEYED RP BOUNDARY                                                                                                                              ROAD CENTRELINE                                                                                                                                                                                                                                                                                                                                                                                                            5.35m                                                                                C




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                                                                                                                                                                                                                                                                                                                                                                                                                                     LL
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   006




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                                                                                  CADASTRAL RP BOUNDARY                                                                                                                             CONCRETE DRIVEWAY                                                                                                                                                                                                                                                                                       1% MIN FALL




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                                                                                  ROAD CENTRELINE                                                                                                                                   RETAINING WALL (MAX 1000mm HIGH)
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TOW 2.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.5
                                                                                  ROAD KERB & CHANNEL                                                                              >                  >                >            DRAINAGE SWALE                                                                   PROPOSED 3m                                                                                                                                                                                                                                                                                      BOW 1.61
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                     ///        ///              ///            ///
                                                                                  EDGE OF BITUMEN                                                                                                                                                                                                                     WIDE SEWER
                                                                                                                                                                                                                                    EARTHWORKS BATTERS                                                                                                                                                                                                                                                                                                                                                         TOW 2.50
                                                                                                                                                                                                                                                                                                                        EASEMENT




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED CONCRETE
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                                       D                         D                STORMWATER                                                                                                                                        STORMWATER DRAINAGE                                                                                                                                                                                                                                                                                                                                                        BOW 1.77
                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING                                            SLEEPER RETAINING WALL (MAX
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                                       W                              W           WATER RETICULATION                                                                                                                                EARTHWORKS CUT                                                                                                                                                                          SHEDS TO BE                                              1000mm HIGH). DESIGN AND                                                                                            TOW 2.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CERTIFICATION BY OTHERS.                                                                                             BOW 1.54




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.5
                                       S                         S                SEWER RETICULATION                                                                                                                                EARTHWORKS FILL                                                                                                                                                                          REMOVED
                            D




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                                      E/OH                                        OVERHEAD ELECTRICAL                                                                                                63                             DESIGN CONTOURS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.5
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.0
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                                                                                                                                                                                                                                                                                                                                                                                                                  2.5                                                                                                                                                              2.0                                     1.5
                                       E                         E                UNDERGROUND ELECTRICAL                                                                                                                                                                                                                                                                                                                                                                                  PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                  FSL 2.66
                                       T                         T                TELSTRA                                                                                                                                                                                                                                         ESL 2.66                                                     TOW 2.66                                         PROPOSED                                                                                    TOW 2.60                        TOW 2.54                      TOW 2.50
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                                                                                                                                                                                                                                                                                                                                                                                               BOW 2.49                                                                                                                                     BOW 2.27                        BOW 1.79




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           
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