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User’s Manual – GPS Mode
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Coordinate Systems
A coordinate system is a way to describe positions in a datum.
Coordinate systems range from simple Cartesian (y,x) or (N,E)
positions on a flat plane to complex geodetic latitudes and longitudes
on a reference ellipsoid.
Below is a description of some coordinate systems common in
surveying:
• Northing, Easting, Elevation
Survey projects usually use simple plane coordinates. You assume
your local datum models a flat earth, and you calculate coordinates in
a Cartesian system where the simple laws of plane trigonometry
apply. When a vertical coordinate is required, most survey projects
require orthometric elevations.
• Lat, Lng, Ht
Geodetic horizontal coordinates are usually
expressed as two angles called latitude and
longitude (φ, λ). Geodetic vertical coordinates
are usually expressed as the distance above the
ellipsoid called height. The angles describe a
point’s position on the surface of the reference
ellipsoid. The height describes the altitude
normal to the surface of the reference ellipsoid.
Fig. 1: Ellipsoidal Geodetic
Coordinates
- SURVEY PRO 1
- Table of Contents 3
- Welcome 11
- Getting Started 13
- Survey Pro Installation 14
- Registering 14
- Angle and Time Conventions 16
- Using Survey Pro 17
- Command Bar 20
- Parts of a Screen 22
- Power Buttons 23
- Choose From Map Button 23
- Scroll Buttons 23
- Input Shortcuts 24
- Point List Editor 26
- Quick Pick 28
- Smart Targets 29
- Manage Smart Targets 30
- the HR.) This is 31
- Map View 32
- Basemaps 34
- Manage Basemaps 35
- The Settings Screen 37
- File Management and 38
- ForeSight DXM 38
- Job Files 39
- Raw Data Files 40
- Control Files 41
- External Control File 42
- Description Files 43
- Description Files with Codes 44
- Opening a Description File 45
- Feature Codes 46
- Features 47
- Attributes 47
- Layer 0 49
- Other Special Layers 49
- Managing Layers 50
- Deleting a Layer 51
- Working with 2D Points 52
- Point Stake 53
- Offset Stake 53
- Slope Stake 53
- Control Points 53
- Polylines 54
- Alignments 54
- Creating an Alignment 55
- Horizontal Alignment 56
- Vertical Alignment 58
- Conventional Fieldwork 61
- Scenario One 62
- Scenario Two 62
- Scenario Three 63
- Scenario Four 64
- Summary 64
- Data Collection Example 66
- Performing a Side Shot 71
- Performing a Traverse Shot 72
- Data Collection Summary 74
- Stakeout Example 75
- Staking Points 77
- Point Staking Summary 80
- Surveying with True Azimuths 81
- Road Layout 83
- Road Component Rules 85
- Road Rules Examples 88
- Figure Descriptions 90
- Creating Templates 91
- and select 93
- Building an Alignment 94
- Putting the Road Together 94
- Add Widenings 97
- Add Super Elevations 98
- Staking the Road 101
- Slope Staking the Road 103
- Station Equation 105
- DTM Stakeout 107
- Set Up the Job 108
- Select Your Layers 110
- Select a Boundary (optional) 110
- Stake the DTM 113
- View the DTM 114
- Other Tutorials 117
- Importing *.JOB Coordinates 118
- Importing *.CR5 Coordinates 118
- Importing LandXML Files 119
- Importing a LandXML File 120
- Import Control 122
- Exporting Coordinates 122
- Repetition Shots 123
- Repetition Settings Screen 124
- Repetition Shots Screen 126
- Radial Sideshots 127
- Shoot From Two Ends 130
- Offset Shots 131
- . If you 133
- Vertical Angle Offset Screen 134
- Resection 135
- Solar Observations 137
- Get local time now! 139
- What to Do Next 140
- Remote Control 141
- Taking a Shot in Remote Mode 142
- Stake Out in Remote Mode 143
- Slope Staking in Remote Mode 144
- GeoLock 145
- Configuring GeoLock 146
- Localizing 147
- Using GeoLock 147
- Slope Staking 148
- Edge of Road field 150
- Staking the Catch Point 151
- Intersection 154
- Map Check 155
- Editing Boundary Data 156
- Project 156
- Predetermined Area 157
- Parallel Method 158
- Horizontal Curve Layout 159
- PC Deflection 160
- PI Deflection 160
- Chord Dist 161
- Chord Length 161
- Parabolic Curve Layout 163
- Spiral Layout 164
- Curve and Offset 165
- Setup Your Staking Options 166
- Aim the Total Station 167
- Stake the Point 167
- Scale Adjustment 168
- Translate Adjustment 169
- Translate by Coordinates 170
- Rotate Adjustment 171
- Traverse Adjust 172
- Compass Rule 173
- Adjust Sideshots 173
- Surface Scan 176
- Distance Grid 177
- Angle Grid 178
- Leveling Fieldwork 181
- Leveling Set Up 182
- Leveling Methods 183
- Auto Leveling 184
- Manual Leveling 184
- Level Loop Procedure 185
- Level Screen 187
- Turn to Benchmark 190
- Side Shots 193
- Adjustment 194
- 2 Peg Test 195
- GPS Overview 197
- RTK and Post Processing 198
- GPS Measurements 199
- GPS Network Servers 201
- (NTRIP) 202
- GPS Coordinates 203
- Horizontal Datums 205
- Vertical Datums 208
- Coordinate Systems 210
- Map Projections 212
- Scale Factors 214
- Vertical Coordinate Systems 217
- GPS Coordinates In 219
- Survey Pro 219
- Projection Mode 220
- Projection Mode Summary 221
- Mapping Plane Mode 224
- Localization Default Zone 225
- Localization Reset Origin 226
- Localization Select Zone 227
- Mapping Plane Select Zone 227
- Key In Zone 228
- Mapping Ground Coordinates 231
- . Tap Next> 232
- Coordinate System Database 234
- Managing GPS Coordinates in 235
- Import Job (Control) 236
- Import ASCII File 236
- Import .GPS File 237
- ForeSight DXM, SPSO, TGO 238
- TGO / TTC 239
- GPS Module 241
- Receiver Settings 242
- Start GPS Survey 245
- Point Setup 246
- Start GPS Survey - Choose 246
- Receiver 249
- Base Setup Two – SET 251
- Base Setup Two - GET and SET 251
- Rover Setup – Set Rover 253
- Solve Localization 257
- Horizontal 262
- Vertical: 264
- Localization Setup Groups 266
- default map projection’s 267
- Localization Calculator 268
- Remote Elevation 269
- Import GPS Control 270
- RTK Data Collection 274
- Data Collection 275
- Topo SS 276
- Offset Point 276
- Feature Collection 278
- Occupy Control Point 279
- Post Process 279
- RTK Stake Out 280
- Post Processing 280
- Field Procedure 281
- Office Procedure 283
- Projection Utilities 284
- Projection Calculator 288
- Tutorial GPS Jobs 289
- Reuse Localization Solutions 296
- Bluetooth & Windows 304
- Networking with GPS Module 304
- Devices 306
- Bluetooth in Survey Pro 308
- Windows Networking 309
- Starting a Survey with VRS 313
- Basic GPS Module 315
- Serial Connection 316
- Bluetooth Connection 317
- RTK Data Modem Configuration 318
- Using a Cellular Phone 319
- Basic GPS Start Survey 323
- Set Up Rover 324
- Connect to Internet 325
- Select NTRIP Services Screen 326
- Setup Rover Screen 326
- Setup Remote Base 326
- Solve Projection 327
- Collect Control – Screen 1 329
- Collect Control – Screen 2 329
- Collect Check Point Prompt 331
- Collect Check Point Screen 331
- Connect to Base and Rover – 335
- TDS Localization ‘One Point 335
- Traverse Base 336
- Traverse Now Routine 337
- Occupy Then Traverse Routine 337
- References 339
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