Javad TRIUMPH-LS, User Manual

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Stake Out Alignments
Figure 20
Small red circles represent design points to be gener-
ated. As each newly created alignment inherits stake
generation options from previous one (more strict-
ly speaking, each time the generation options are
changed, they are saved as default values for future
alignments), the spacing between the stakes may be
different depending on what had been done on this
device before.
Note: You can always go to Settings screen ( ” Set-
tings
” button on the Preview screen or “
Settings
”
button on the Alignment Summary screen) and use
“ Reset to Defaults ” command to revert all settings
(except Station Format ) to factory values.
Bottom panels ( Vertical Alignment and Cross-Section )
are still empty, as we have not entered any corre-
sponding data. The main panel now displays the cen-
terline of the alignment separated by blue ticks into
sections. Each tick is marked with corresponding sta-
tion value and joint type:
•
BSC = beginning of spiral curve
•
BC = beginning of curve
•
EC = end of curve
•
ESC = end of spiral curve
Red cross in the center of the screen is a cursor. Its
coordinates are displayed in the lower right corner of
the panel just above the scale bar. Near the cross, two
text lines are shown in red: first contains “ station / off-
set ”, second - computed elevation under the cursor.
As we have not entered any vertical information, this
line contains “---”.
Tap and drag the screen to move the image under the
cursor.
Tap and hold the “
Zoom In
” button to zoom into
the area around the cursor.
Tap and hold the “
Zoom Out
” button to zoom out.
Tap either of the two buttons twice quickly to fit the
image into the view.
The “
Pan
” button fixes the cursor relative to the
scheme and may be used in case you wish to examine
thoroughly some cluttered area of a complex align-
ment without the cursor standing in front at the cen-
ter.
The red line connecting cursor with the alignment
shows the nearest point of the centerline, i.e. the line
points at the alignment point with the station val-