Leica Geosystems TPS1100 Professional Series - Applikation - Feldhandbuch (Teil 1) - Manual (Page 68)

68 Linie and Offset REFLN\ Define Reference Line
MC F2 F2 F2 F2 F2
L&O
Enter Point Id of point to be staked, as well as perpendicular
offset and distance along line. Entering an elev. is optional.
1
100pr86
F1 F1 F1 F1 F1
CONT
REFLN\ L&O Results
Point Id : 110
Refl. Ht. : 1.300 m
∆∆∆∆∆ Offset : -0.542 m
∆ ∆ ∆ ∆ ∆ Line : 1.222 m
∆ ∆ ∆ ∆ ∆ Ht :FIL 0.500 m
Elev. : 100.000 m
DIST
MC
To measure a distance and calculate the stakeout elements
∆ ∆ ∆ ∆ ∆
Offset and
∆ ∆ ∆ ∆ ∆
Line.
∆ ∆ ∆ ∆ ∆
HT is the height difference between the measured and the
design elevation.
Repeat procedure until required positioning accuracy is achieved.
F2 F2 F2 F2 F2
DIST
REFLN\ Line & Offset
Enter Offsets from Ref. Line
Point Id : 110
Offset : 10.555 m
Line : 23.454 m
DesignElev : 100.500 m
MC
Line +
Reference Line
∆
Line+
Offset +
∆
Offset-