⑤
Screen displays horizontal
distance between instrument
and prisms.
[F1]([BACK]): Input and
【
Base Point
】
Sight Meas Base Pt
！
measure a new base point.
BasePt
：
10
R.HT
：
0.000 m
：
1.968 m
V
：
92°05
′
52
″
Ⅰ
BACK
V-ANG
⑥
Aim at the ground point
(base point) where the prism
is set, and
p
press [F4]
V-ANG]). The base point is
t up.
Aim at the
top of
e
ris
[F4]
【
Base Point
([
se
th
m
+
】
Sight Meas Base Pt
！
BasePt
：
10
T
0.000 m
R.H
：
：
1.968 m
V
：
92°05
′
52
″
Ⅰ
BACK V-ANG
⑦
Aim at the target point
(remote height point) to view
e result.
【
Remote Point
】
th
Sight Meas REM Pt!
BasePt
：
10
RemPt: 11
: 1.969 m
△
：
1.144 m
Ⅰ
H
：
2.014 m
BasePt SAVE
T
g-height mea
[
of
[
as
ata.
5
EFERENCE
e easy stake t or checking lines for buildings, sections of road,
s
5.12.1 Reference Line
A reference line can be
ned by refere
line can be
offset either longitudinally,
llel or verti
or be rotated around the first
base point as required.
5.12.1.1 Definition of Ba Line:
The base line is fixed b
e points t
·
Measured points
·
Enter coordinates using keypad
·
Selcet point from memory
he related soft keys in hang
F1]([BasePt]): Input and me
F4]([SAVE]): Saves the me
.12 STAKE OUT OF
This program facilities
imple excavations, etc.
in
surement :
asurement
a new base point.
ured d
R
LINE / ARC
th
ou
defi
ncing a known base line. The reference
in para
cally to the base line,
se
y 2 bas
hat can be defined in 3 ways:
114
Summary of Contents for STS-750
Page 6: ...6...
