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-378

AU Conversion

Cogo AU Conversion.

The AU (Architectural Units) Conversion screen will convert

distances with fractional inches to decimal distances.

If the job is configured for International Feet or US Survey Feet, it is

assumed that the distance entered in this screen is in the same units

as the job. If the job is configured for meters, it is assumed that the

distance entered in this screen is in International Feet.

See Input Shortcuts

in the User’s Manual for more information on

using architectural units.

Convert / Use : will perform the conversion. If this screen is

accessed from the Quick Pick list when the cursor was in a distance

field, this button will be labeled Use and will copy the converted

distance to the corresponding distance field.

Converted

decimal

distance

Feet

component

Whole inch

component

Fractional

inch

numerator

Fractional

inch

denominator