Reference Manual

ManualsBrandsSpectra Precision ManualsSoftwareSurvey Pro v4.6 Ranger

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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-214

Solve Localization

Survey Projection Solve Localization….

The Solve Localization wizard is used to solve a

horizontal and vertical adjustment for a

coordinate system. The user interface and

procedure to solve a localization in Ground –

TDS Localization mode and Mapping Plane

mode are very similar. This section explains

how to solve a horizontal and vertical

adjustment in either projection mode.

Solve Localization – Control Points

The Solve Localization Control Points screen is

used to pick control points for a least squares

localization solution, or to key in parameters for a manual

localization solution.

A list of all occupied control points matching the current base set up

group is displayed. If a point is to be used in the horizontal and/or

vertical transformation solution, a Yes will appear in the H and/or V

column for that point. If it is not to be used in the solution, that field

will be blank.

Each point can be selected for horizontal or vertical control by

tapping the corresponding column or pressing the [H], or [V] key on

the keypad. You can double tap on a point to display information

about that point.

Select H : selects the currently highlighted point as horizontal

control in the least squares solution.

Select V : selects the currently highlighted point as vertical control in

the least squares solution.

Select All : selects all of the control points to be used in the least

squares solution.

Clear All : un-selects all of the control points.