95
(6)
Press ESC, repeat steps from step 3.
ESC
Point projection
Coord. Point
N: 1.686 m
E: 1.128 m
Z: -1.132 m
READ MEAS REC OK
Note
：
It is possible that you don’t have known point coordinates to set station and backsight point. You can assume
a Station Point coordinate, input angle to set backsight point. Then measure the start point and end point to get their
coordinates, use them when you are designing baseline.
19.
ROAD DESIGN AND SETTING-OUT
It is possible to perform designated point setting-out base on the chainage and offset which are determined by road
design.
The Road Design menu contains the alignment design functions.
19.1.1
Define Horizontal Alignment (Maximum data quantity: 30)
Horizontal alignment data can be edited manually or downloaded from computer. Horizontal alignment consisted
of following elements: start point, straight line, circular curve and transition curve.
PROCEDURE
Operating Procedure
Operation
Display
⑴
From page 2 on MENU, select “9. Roads.”
MENU
+“9. Roads”
Menu(2) ↑
6. Resection
7. Repetition
8. Area
9. Roads
