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Foif OTS682-R500 User Manual

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RTS/OTS680 Series
Total Station Instruction Manual
Ver: 2.1.1e(2014-01)
Suzhou FOIF Co., Ltd.
RTS682/RTS685(L)
OTS682-R300/R500/R1000
OTS685-R300/R500/R1000

Table of Contents

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Foif OTS682-R500 Specifications

General IconGeneral
BrandFoif
ModelOTS682-R500
CategoryMeasuring Instruments
LanguageEnglish

Summary

Precautions for Safety

Note

General safety guidelines for instrument operation and handling.

Definition of Indication

Explains symbols like WARNING and CAUTION for user safety.

Safety Standards for Laser (OTS series)

Details laser safety standards and precautions for the OTS series.

Preparation before Measurement

About Battery

Provides information on the battery, its symbol, replacement, and charging.

Setting Up the Instrument

Instructions on how to properly set up the instrument on a tripod.

Centering and Levelling-Up

Steps for accurately centering and leveling the instrument using the plummet and levels.

Basic Functions

Measure Condition Setting

Configures measurement parameters like distance mode, tilt, and units.

Instrument Basic Setting

Adjusts fundamental instrument settings such as auto-off and contrast.

Communication Port Setting

Sets communication parameters for connecting the instrument to a computer.

EDM Setting

Configures Electronic Distance Measurement (EDM) parameters like mode and prism.

Angle Measurement

Measure a Horizontal Angle of Two Points

Procedure to measure the horizontal angle between two sighted points.

Set the Horizontal Angle to a Required Value

Sets a specific horizontal angle as a reference or target.

Distance Measurement

Coordinate Measurement

Input the Occupied Point Data

Enters the instrument's starting position coordinates and heights.

Azimuth Setting

Sets the backsight azimuth by calculation or direct input.

3D Coordinate Measurement

Calculates and displays target point coordinates using measured data.

Stake out Measurement

Distance Stake out

Stakeout based on horizontal angle and distance from the instrument.

Coordinates Stake out Measurement

Stakeout using pre-defined coordinates for the target point.

REM Stake out Measurement

Stakeout for points inaccessible for direct measurement, using remote elevation.

Offset Measurement

MLM

REM

Resection

Coordinate Resection

Determines instrument station coordinates by measuring known points.

Elevation Resection

Determines instrument station elevation using known points.

Point Projection

Stake out Line

Define Baseline

Defines a baseline by inputting coordinates of two points.

Stake Out Line-Point

Stakeout of a point based on length and offset from a baseline.

Stake out Line/Line

Stakeout relative to a baseline and a connected line, indicating offline and cut/fill.

Traverse Surveying

Save Coordinate

Measures and saves foresight point coordinates for traverse calculations.

Read Coordinate

Uses saved coordinates as the new occupied or backsight point.

Arc Staking Out Measurement

Road Staking Out Measurement

Record

JOB Management

Select a JOB

Manages JOBs, including selecting active and search JOBs, and setting scale factors.

Known Data Management

Code Management

Warning and Error Messages

Check and Adjustment

Tilt Sensor

Calibrates the tilt sensor to cancel zero point errors.

Vertical Index Error

Checks and corrects the vertical index error of the instrument.

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