2.06.1; Compaction and moisture AS1289.5.4.1; Not less than: 2.06.4; content of top layer of fill AS1289.5.7.1 One per 400m2 and 2.07.2; (subgrade); cut subgrade One per road 2.07.6; and foundation of shallow fill 2.09.1; Table 2.2 2.06.1; Compaction and moisture AS1289.5.4.1; Not less than: 2.06.4; content of foundation for fill AS1289.5.7.1 One per 2000m2 2.07.2; embankments other than 2.07.6; shallow fill embankments 2.09.1; Table 2.2 2.06.2; Material Properties ( and AS 1289.6.1.1 Not less than: 2.07.2; Sieve Size) of fill and cut AS Sieve One per 1000m2 and 2.07.4; subgrade and foundations One per road 2.07.6 of shallow embankments 2.05.1; Tolerances of cut and Level One full section per 50m 2.06.1; 2.08; fill batters length. Provide levels at all 2.09.3; Table changes in grade and at 2.3 intermediate points no more than 5m apart 2.05.1; Straight Edge on 3m Straight One location on left hand 2.06.1; 2.08; subdivision verges Edge side and one location on 2.09.3; right hand side verge at 2.3 100m intervals 2.07.2; Level tolerances of cut and Survey (by One survey point at left hand 2.07.4; fill subgrade Registered kerb, right hand kerb lip lines 2.09.3; Surveyor) and at centreline at 20m 2.3 intervals and at kerb return tangent points. 2.07.2; Straightedge on cut and fill 3m Straight One location to the left and 2.07.4; batters Edge right of centreline at 50m 2.09.3; intervals. Both perpendicular 2.3 and parallel to the centreline ADD 2.12 Geotextiles
2.06.1; 2.06.4; 2.07.2; 2.07.6; 2.09.1; Table 2.2 Compaction and moisture content of top layer of fill (subgrade); cut subgrade and foundation of shallow fill AS1289.5.4.1; AS1289.5.7.1 Not less than: One per 400m2 and One per road 2.06.1; 2.06.4; 2.07.2; 2.07.6; 2.09.1; Table 2.2 Compaction and moisture content of foundation for fill embankments other than shallow fill embankments AS1289.5.4.1; AS1289.5.7.1 Not less than: One per 2000m2 2.06.2; 2.07.2; 2.07.4; 2.07.6 Material Properties ( and Sieve Size) of fill and cut subgrade and foundations of shallow embankments AS 1289.6.1.1 AS Sieve Not less than: One per 1000m2 and One per road 2.05.1; 2.06.1; 2.08; 2.09.3; Table 2.3 Tolerances of cut and fill batters Level One full section per 50m length. Provide levels at all changes in grade and at intermediate points no more than 5m apart 2.05.1; 2.06.1; 2.08; 2.09.3; 2.3 Straight Edge on subdivision verges 3m Straight Edge One location on left hand side and one location on right hand side verge at 100m intervals 2.07.2; 2.07.4; 2.09.3; 2.3 Level tolerances of cut and fill subgrade Survey (by Registered Surveyor) One survey point at left hand kerb, right hand kerb lip lines and at centreline at 20m intervals and at kerb return tangent points. 2.07.2; 2.07.4; 2.09.3; 2.3 Straightedge on cut and fill batters 3m Straight Edge One location to the left and right of centreline at 50m intervals. Both perpendicular and parallel to the centreline ADD 2.12 Geotextiles
Standard-Technical-Exeption-Clauses-Land-Development.docx