Reference Manual

ManualsBrandsSpectra Precision ManualsSoftwareSurvey Pro v4.6 Ranger

Table Of Contents

Table of Contents
Welcome
Main Menu
File Menu
- Open / New
- New Job
- Save As
- Import
- Export
- Import Control Points
- Backup / Restore Job
- Transfer
- Register Modules
- About Survey Pro
- Exit
Job Menu
- Settings
- Edit Points
- Edit Polylines
- Edit Alignments
- Auto Linework
- View Raw Data File
  - Raw Data Note
  - Code Edit
- View DTM
- Manage Layers
- Job Information
- Calculator
- Manage Pictures
Job Menu – GPS
- Settings
Job Menu – Basic GPS
- Settings
Survey Menu
- Backsight Setup
  - Backsight Solved
  - Check Backsight
  - Check by Distance Results
  - Check by Angle Results
  - Backsight Circle
- Traverse / Sideshot
  - Results
  - Traverse Now or Later?
  - New Occupy Point
  - Point Exists
  - Remote Shot (Remote Mode)
- Repetition Shots
- Multiple Sideshots
- Radial Sideshots
- Distance Offset Shot
- Horizontal Angle Offset
- Vertical Angle Offset
- Auto Collect
  - Auto Collect – Screen Two
- Corner & 2 Lines
- Corner & Angle
- Corner & Offset
- Corner & Plane
- Surface Scan
  - Surface Scan Statistics
  - Surface Scan Results
- Video Scan
  - Video Scan Settings
- Shoot From Two Ends
- Record Mode
- Resection
  - Resection – Screen Two
  - Save Point
  - Results
- Remote Elevation
  - Results
- Check Point
- Solar Observation
  - Shots
  - The Enter Shot Data Dialog Box
  - Sun Shot Procedure Summary
  - Results
- Remote Control
  - Turn To
  - Results Card
  - Video Card
  - Map Card
  - Aim Card
  - Foresight Card
  - Sky Plot (available only when using GeoLock)
  - GeoLock Settings
Survey Menu – GPS
- GPS Status
- Start GPS Survey
- Data Collection
- Control Points
- Post Processing
- End GPS Survey
- Base Setup
- Rover Setup
- Projection
- Remote Elevation
- Import GPS Control
- Receiver Information
- Adjust with Projection
- Projection Calculator
- File Management
Survey Menu – Basic GPS
- GPS Status
- Start GPS Survey
- Data Collection
  - Traverse Base
- Control Points
- Post Processing
- Projection
- Receiver Information
- File Management
Leveling Menu
- Select/Create Loop
- 2 Peg Test
  - 2 Peg Shots
  - Peg Test Results
- Adjustment
  - Adjustment – Preview Screen
- Leveling Remote Control
Stakeout Menu
- Stake Points
- Stake List of Points Screen
  - Edit Point List
- Stake to Line
  - Stake to Line – Screen Two
  - Remote Stake to Line
- Offset Staking
- Slope Staking
- Point Slope Staking
  - Point Slope Staking – Screen Two
  - Point Slope Staking – Screen Three
- Stake Line and Offset
- Stake Curve and Offset
- Stake Spiral and Offset
- Show Station
  - Show Station and Offset – Screen Two
- Store Offset Points
  - Store Offset Points – Screen Two
  - Store Offset Points – Screen Three
- Stake DTM
  - Choose a Centerline
  - Stake DTM – Screen Two
- Station Staking
- Define a Location
  - Define a Location – Screen Two
- Where is Next Point
  - Where is Next Point – Screen Two
Stakeout Menu – GPS and Basic GPS
- Stake Points
- Stake to Line
- Slope Staking
  - Slope Staking – Screen Four
- Line and Offset
- Curve and Offset
- Spiral and Offset
- Show Station and Offset
  - Show Station – Screen Two
- Store Offset Points
- Stake DTM
  - DTM GPS Shot
- Where is Next Point
Inverse Menu
- Inverse Point to Point
  - Results
- Inverse Point to Line
  - Results
- Inverse Point to Polyline
  - Results
- Inverse Point to Multiple Points
  - Results
- Inverse Point to Location / Point
Cogo Menu
- Point in Direction
- Intersection
  - Map
- Offset Line
- Offset Points
- Station Offset
- Corner Angle
  - Results
- Compute Area
  - Results
- Triangle Solutions
  - Results
- Map Check
- Predetermined Area
  - Results
- HD/VD to SD/ZA
  - Results
- SD/ZA to HD/VD
- AU Conversion
- Average Points
  - Average Points – Screen Two
Curve Menu
- Curve Solution
  - Results:
- Known PI and Tangents
  - Results
- Three Point Curve
  - Results
- Compute Radius Point
  - Results
- Line Tangent to Circle
  - Results
- Curve Layout
  - Results
- Traverse on Curve
  - Results
- Parabolic Curve
  - Results
- Parabolic Layout
  - Results
- Straight Grade
  - Results
- Spiral
  - Results
- Spiral Layout
  - Results
- Traverse on Spiral
  - Results
Roads Menu
- Add/Edit Templates
  - Edit Template
  - Edit Segment
- Edit Alignments
- Add/Edit Roads
  - New Road Screen / Edit Road
- Road Stakeout
- Road Slope Staking
  - Road Slope Staking – Screen Two
- Road Station and Offset
  - Road Station and Offset – Screen Two
- Station Equation
Adjust Menu
- Scale
- Translate
- Rotate
- Traverse Adjust
Miscelaneous Screens
- Past Results
- Create Points
- Edit Description List
- Trimble Slant HR -> HR
- Convert Slant HI to HI
- Quick Pick Editor
- Select Point(s)
- Map View
- Map Display Options
- Manage Basemaps
- Edit Basemaps
- Smart Targets
  - Manage Smart Targets
  - Edit Smart Target
- Disable Touch-Screen
Appendix A
- Transverse Mercator Zones
- Lambert Zones
Index

Survey Pro Reference Manual

R-18

Import *.TXT Coordinates

When importing a TXT file, you will first be prompted to select the

layer where you want the new data stored. Select a layer and tap

to continue.

Since the coordinates in an ASCII TXT file can

be stored in a variety of formats, two screens

are used to define the format of the file that is

being imported once a layer is selected. The

source TXT file can contain either plane

coordinates or geodetic coordinates.

Delimiters: is the character that separates

each column of text in the ASCII file.

Units: are the units that the distances in the

file were stored in.

Coordinates: is used to specify if the

coordinates are plane coordinates, geodetic coordinates in degrees-

minutes-seconds format, or geodetic coordinates in decimal format.

; Skip the first row: should be checked if the first line in the ASCII

file contains non-coordinate information, such as a heading.

Next > : opens the second screen.