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Approved Plan & Document OPW21-354

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Plans and drawings

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DENSITY                                                                                                                                                                                                                                                                                                                                                           Title
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BULK EARTHWORKS PLAN
         NOOSA COUNCIL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            6. INSPECTION AND TESTING OF FILL TO BE CARRIED OUT IN ACCORDANCE WITH AS3798, WITH FILL CARRIED OUT UNDER LEVEL 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       GEOTECHNICAL SUPERVISION

         APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  7. SPILLWAY TO BE COMPRISED OF ANGULAR ROCK OF MEAN 200mm DIAMETER WITH VOIDS BACKFILLED WITH SOIL TO FORM A DENSE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       WELL-GRADED MASS TO A MINIMUM DEPTH OF 200MM

      OPW21/0354 28 MAR 2020
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  8. TEMPORARY OPEN SWALES AND DIVERSION DRAINS TO BE PLACED UPSTREAM OF EARTHWORKS DURING CONSTRUCTION TO PROTECT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXCAVATION                                                                                                                                                                                                                                                                                                                                                                                                                                     Project No.            Discipline           Status
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               20210060                   CIVIL              OPW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Designed By            Drawn By             Scale
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 (at
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BRP                      BRP                1:100              A1)

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Drawing No.                                                   Revision

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               C10                                                          A
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