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272 TPS-System 1000 Programs-2.3.1en © Leica
IV
EL
AH
OH
BS
SM
AS
FS
BL
HB
KM
FB
SA
PZ
LB
TB
CO
RP
The offset value needs to be set to a -0.600 m. The
negative value is used because the point to stake is left
of centerline.
To accept the value press .
The final step in the process is to select the method to
use for computing the elevation of the offset point to be
staked. The "ROADPLUS" program provides three
methods to choose from:
Horizontal - The elevation is computed
horizontally to the catch point.
Previous Element - The elevation is computed on an
extension of the grade of the
previous element.
Interpolated - The elevation is interpolated to
intersect the design slope of the
cross section.
The following illustration shows the three vertical
options for stake offset.
Centerline
1
2
3
RPLUS11
1 Horizontal
2 Previous Element
3 Interpolated
Stake Offset