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Bulk Earthworks Plans

Attached to the e-mail Response to Information Request OPW21/0354 - 8 Robin Place, Lake Macdonald.

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Plans and drawings

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DENSITY                                                                                                                                                                                                                                                                                                                                                           Title

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