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Foif OTS682-R300 User Manual

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1
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-R300 Specifications

General IconGeneral
ModelOTS682-R300
CategoryMeasuring Instruments
Angle Accuracy2"
Distance Measurement with Prism3000 m
Accuracy±(2mm+2ppm)
Laser ClassClass 3R
Laser Wavelength635nm
Operating Temperature-20°C to +50°C
Power SupplyRechargeable Li-ion battery
Battery Life8 hours
Weight5.5 kg
Operating Time8 hours
Laser PlummetYes
Measurement Range3000 m with prism

Summary

Precautions for Safety

Note

General safety notes and handling instructions for instrument use.

Definition of Indication

Explains safety symbols, WARNING, and CAUTION statements.

Safety Standards for Laser (OTS series)

Details laser safety compliance and precautions for Class 3R and Class 1 lasers.

About User

Specifies user qualifications and required protective gear for operation.

Exceptions from Responsibility

Outlines manufacturer's disclaimer for misuse or improper operation.

Preparation before Measurement

About Battery

Information on battery usage, charging, replacement, and power symbols.

Setting Up the Instrument

Steps for setting up the instrument on a tripod, including mounting.

Centering and Levelling-Up

Procedures for precise centering using optical plummet and leveling.

Accurate Levelling-Up with Electronic Level

Using the electronic level for accurate leveling and compensator activation.

Basic Functions

Setting Measurement Parameters

Explains how to adjust various operational parameters like distance mode, units, and EDM settings.

Angle Measurement

Measure Horizontal Angle Between Two Points

Steps to measure the angle between two sighted targets.

Set Horizontal Angle to a Required Value

Procedure to set a specific horizontal angle, often for backsighting.

Distance Measurement

Procedure of Distance Measurement

Step-by-step guide for performing distance measurements using EDM.

Coordinate Measurement

Input Occupied Point Data

Entering the starting point coordinates and instrument/target heights.

Azimuth Setting

Setting the backsight azimuth for proper orientation of the instrument.

3D Coordinate Measurement

Measuring and calculating the 3D coordinates of a target point.

Stake Out Measurement

Distance Stake Out

Staking out points based on distance and direction relative to a baseline.

Coordinate Stake Out Measurement

Staking out points using pre-defined coordinates.

REM Stake Out Measurement

Staking out points using Remote Elevation Measurement.

Area Calculation

Offset Measurement

MLM Measurement

REM Measurement

Resection

Coordinate Resection

Determine instrument station position using known points and distance/angle measurements.

Elevation Resection

Determine instrument station elevation using known points and distance measurements.

Point Projection

Stake Out Line

Traverse Surveying

Repetition Angle Measurement

Arc Staking Out Measurement

Road Staking Out Measurement

Record and Data Management

JOB Management

Known Data Management

Warning and Error Messages

Check and Adjustment

Instrument Constant Check

Procedure to check and adjust the instrument's internal constant.

Tubular Level Adjustment

Calibrate the tubular level for accurate leveling.

Circular Level Adjustment

Calibrate the circular level for accurate leveling.

Horizontal Collimation Error Check

Check and correct horizontal collimation error (axis perpendicularity).

Tilt Sensor Calibration

Calibrate the tilt sensor to ensure accurate leveling readings.

Vertical Index Error Correction

Correct vertical index error for precise vertical angle measurements.

EDM and Telescope Axis Error Check

Check alignment errors between EDM and telescope sighting axes.

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